Loading...
HomeMy WebLinkAboutContract 34066 CW SECRETARY ' FORTIN70RTH D.O.E. FILE 4*4T� CONTRACTOR'S BONDING CITY ECRETA ti f-JT„AT NO CONSTRUCTION'SCOPY CLIENT , EPART EN) SPECIFICATIONSAND CONTRACT DOCUMENTS FOR 2004 CAPITAL IMPROVEMENTS PROGRAM PAVING, DRAINAGE, WATER, AND SANITARY SEWER IMPROVEMENTS FOR NORMANDY ROAD (EDERVILLE LOAD TO QUEEN STREET) TIPVV No. 0200-54,1200-20840-0016883 Water No. P258-54121)0-60€317-0016883 Sewer a_ P 58-541 DO-70817-00'I6883 D.O.E. No. 4841 File No_ -18089 -1917 IN THE CITY OF FORT 1 ORTM, TEXAS MAY 2006 CHARLES R. BO WELL MIKE MONCRIEF CITY MANAGER MAYOR ROBERT D. DOODE, P.E. S. FRANK CRUMB, P.E. DIRECTOR ACTING DIRECTO TRANSPORTATION AND WATER DEPARTMENT PUBLIC WORKS MARCOTT A. DOUGLAS RADEMAKER, P.E. ASST_ CITE' MANAGER DIRECTOR DEPARTMENT OF ENGINEERING NO, Freese ,-cs Nichols 4055 INTERNATIONAL PLAZA. SMITE 200 FORT W0R'I'H, TEXAS 76109-4895 (817) 735-7300, F&N No. FT 04284 � „ , 1 iNA, }5 Fo WWW4CFWN6t110 Print M&C COUNCIL ACTION: Approved As Amended on 8/29/2006 - Ordinance No. 17128-08-2006 DATE: 8/29/2006 REFERENCE NO.: **C-21637 LOG NAME: 30NORMANDY00168 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Stabile &Winn, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Normandy Road (Project No. 00168) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$712,499.36 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$377,517.00 and Sewer Capital Project Fund in the amount of$334,982.36; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$377,517.00 and the Sewer Capital Projects Fund in the amount of$ 334,982.36, from available funds; and 3. Authorize the City Manager to execute a contract with Stabile & Winn, Inc., in the amount of$1,344,720.00 for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Normandy Road (Ederville Road to North Edgewood Terrace) and Normandy Road ( North Edgewood Terrace to Queen Street). DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction on all streets mentioned above. Street improvements include pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that severely deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. On May 3, 2005, (M&C C-20695) the City Council authorized the City Manager to execute an engineering agreement with Freese and Nichols, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Normandy Road (Ederville Road to North Edgewood Terrace) and Normandy Road (North Edgewood Terrace to Queen Street). The project was advertised on May 11, 2006 and May 18, 2006. On June 15, 2006, the following bids were received: BIDDERS ALTERNATE "A" ALTERNATE "B" (ASPHALT) (CONCRETE) Stabile &Winnn_Inc. No Bid $1,344,720.00 McClendon Construction Co., Inc. No Bid $1,376,902.50 JLB Contracting, LP No Bid $1,379,601.10 Jackson Construction, Ltd. No Bid $1,434,300.00 Ed A. Wilson, Inc. No Bid $1,599,747.50 Time of Completion: 210 Working Days The new pavement will consist of 6-inch concrete over 6-inch lime stabilized subgrade with 7-inch concrete curb. Funding in the amount of$38,740.76 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water$23,562.00 and sewer$15,178.76). The contingency funds to cover change orders total $32,084.00 (water$16,855.00 and sewer$ 15,229.00). Funding in the amount of$66,590.62 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency funds for possible change orders for paving and drainage improvements is $25,000.00. M1WBE—Stabile & Winn, Inc., is in compliance with the City's MIWBE Ordinance by committing to 43% MIWBE participation. The City's goal on this project is 28%. This project is located in COUNCIL DISTRICT 8, Mapsco 79A, B. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, 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 Fund. TO Fund/Account(Centers FROM Fund/Account/Centers 1&2)P253 472045 6081700168ZZ $377.517.00 1)PE45 538070 0609020 $377.517.00 1&2)P258 472045 7081700168ZZ $334,982.36 1)PE45 538070 0709020 $334,982.36 2)P253 531350 608170016852 $5,040.00 3)P253 541200 608170016883 $337,100.00 2)P253_5313500_608170016880 $378.00 3AP258 541200 708170016883 $304.575.00 2)P253 531350 608170016882 $252.00 3)C200 541200 208400016883 $703,045.00 2)P253 541200 608170016883 153 955.00 2)P253 531350 608170016884 $2,520.00 2)P253 531350 608170016885 $15,120.00 2)P253 531350 608170016891 $252.00 2)P258 531350 708170016852 $3,246.79 2)P258 531350 708170016880 $243.51 2)P258 531350 708170016882 162.34 2)P258 541200 708170016883 $319,804.00 2)P258 531350 708170016884 $1,623.40 2)P258 531350 708170016885 $9,740.38 2)P258 531350 708170016891 $162.34 Submitted for City Manager's Office bv: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENT 30NORMANDYD0168.pdf Jun , 13 , 2006 0:04PM Na • 3294 P . 2/28 CITY OF FORT WORTH 17EPARTMENT OF ENGINEEWNG ADDENDUM NO, 1 CHRIS B.Bosco To the Plans, Specifications&General Contract Documents 93879 2004 CAPITAL IMPROVEMENTS PROGRAM ICE �� `� NORMANDY ROAD—EDERVILLE ROAD TO QUEEN STREET �OIKA Dig PAVING, DRAINAGE,WATER r AND SANITARY SEWER IMPROVEMENTS Bid Date:June 15;h,2006; 2'00 PM Addendum No.. 1- Issued July 13'h,2006 This Addendum, forms part of the Plans, Contract documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (page 24) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plants and specification documents for Normandy Road from Edervllle Road to Queen Street are hereby revised by Addendum NoA as follows: SPECIFICATIONS& CONTRACT DOCUMENTS: 1- BID PROPOSAL + The bid proposal shall be deleted in its entirety and replaced with the enclosed revised Bid Proposal.. 1. The following items in the bid proposal have been revised, added or deleted from the bid proposal., UNIT II: PAVING & DRAINAGE IMPROVEMENTS: ALTERNATE"A" Unit II Paving & Drainage Improvements,Alternate"A", Item 13, Page 12, Unclassified Street Excavation, Modify the approximate quantity to 7,590 CY, + Unit II Paving & Drainage Improvements, Alternate"A", Item 33, Page 14, Top Soil as Directed by Engineer, Modify the pre-bid unit price to $14.00 and the amount bid to$6,300.00 Unit II Paving & Drainage Improvements, Alternate "A", Item 34, Page 16, Construct Concrete Retaining Wall in Place, Modify the approximate quantity to 38 CY. + Unit II Paving & Drainage Improvements, Alternate "A", Original Item 40, Original Page 15, Hydromulch Seeding, Delete this item from the Bid Proposal.. Seeding to be done by others., Addendum No. 1, Page 1 r^s; Juo - 13 . 2906 510M No •3294 P . 3/28 • Unit 11 Paving & Drainage Improvements, Alternate "A", New Item 40, Page 15, Concrete Pavement Removal, Add this item to the Bid Proposal with an Approximate Quantity of 500 SY. This item will cover the removal of concrete pavement under the existing HMAC. Unit it Paving & Drainage Improvements Alternate "A", New Item 41, Page 15, Remove and Construct Concrete Steps. Add this item to the Bid Proposal with an Approximate Quantity of 145 SF. • Unit It Paving & Drainage Improvements Alternate "A", New Item 42, Page 15, Adjust Existing Manhole to Grade_ Add this item to the Bid Proposal with an Approximate Quantity of 5 EA, Pre-Bid Unit Price of $350.00 EA, and Amount Bid of$1,750.00. Unit 1[ Paving & Drainage Improvements Alternate "A", New Item 43, Page 16, Adjust Existing Water Valve Boxes to Grade. Add this item to the Bid Proposal with an Approximate Quantity of 4 EA, Pre-Bid Unit Price of$35.00 EA, and Amount Bid of$140„430. ALTERNATE"W + Unit If Paving & Drainage Improvements,Alternate"B", Item 13, Page 18, Unclassified Street Excavation, Modify the approximate quantity to 7,590 CY. Unit It Paving & Drainage Improvements, Alternate "B", Item 18, Page 19, Silicone Joint Sealant, Modify the approximate quantity to 15,560 LF. • Unit 11 Paving & Drainage Improvements, Alternate"S", Item 32, Page 20, Top Soil as ' Directed by Engineer, Modify the pre-bid unit price to $14.00 and the amount bid to$6,300,00 • Unit II Paving & Drainage Improvements, Alternate "B", Item 33, Page 20, Construct Concrete Retaining Wall in Place, Modify the approximate quantity to 38 CY. • Unit 11 Paving & Drainage Improvements, Alternate "B", Original Item 39, Original Page 20, Hydromulch Seeding, Delete this item from the Bid Proposal.Seeding to be done by others. • Unit 11 Paving & Drainage Improvements, Alternate "B", New Item 39, Page 21, Concrete Pavement Removal, Add this item to the Bid Proposal with an Approximate Quantity of 500 SY. This item will cover the removal of concrete pavement under the existing HMAC. • Unit 11 Paving & Drainage Improvements, Alternate "13", New Item 40, Page 21, Remove and Construct Concrete Steps.. Add this item to the Bid Proposal with an Approximate Quantity of 145 SF.. Unit it Paving & Drainage Improvements Alternate "13", New Item 41, Page 22, Adjust Existing Manhole to Grade. Add this item to the Bid Proposal with ars Approximate Quantity of 5 EA, Pre-Biot Unit Price of $350.00 EA, and Amount Bid of$1,750.00. w Unit 11 Paving & Drainage Improvements Alternate "B", New Item 42, Page 22, Adjust Existing Water Valve Boxes to Grade. Add this item to the Bid Proposal with an Approximate Quantity of 4 EA, Pre-Bid Unit Price of$35.00 EA, and Amount Bid of$140.00. Addendum No.. 1, Page 2 ,� = Jun - 13 . 2006 5 : 05PM No. 3294 P . 4/28 2- SPECIAL PROVISIONS • Item No. 25 Working.Days on Page SP-12 shall be revised to read "Calendar Days. The contractor agrees to complete the Contract within the allotted number of calendar day." } 3- CONTRACTS o Item No. 4, Page 0-2 of the Transportation and Public Works Contract shall be revised to read calendar days. 4- GENERAL NOTES: p Any reference to Working days shall be replaced with Calendar days„ h 5- CLARIFICATIONS: 1.. Please note it is not mandatory to bid both Alternate `A' HMAC Pavement and Alternate 'E3`Concrete Pavement.. 2.. Note on Plan Sheet PV-1 "Remove and Replace Existing Brick Paver sidewalk as needed." shall be revised to read "Remove existing brick pavers and construct concrete sidewalk. Removal of existing brick pavers will be paid for under the Remove Existing Concrete Sidewalk bid itom.," 3. Add the following note to Plan Sheets PV-7 and PV-8: Between Stations 32+89 and 35+93 the existing curb &gutter and driveways will remain and an expansion joint shall be constructed betwoon the existing curb&gutter and the new pavement. 4., Note on Plan Sheet 7Y-1 Section 1 shall be revised to read 7"Curb and Gutter(Typ.) r 5. Both Transportation and Public Works and Water Department Project designation signs will be required for this project, as defined in the Special Conditions and Special Provisions. 6. The minimum driveway width of ten (10) feet is measured at the face of curb, which is equivalent to an eleven (11)toot minimum driveway measured from edge of pavement as shown in the City of Fort Worth Standard Driveway Approach Detail.. A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered"NONRESPONSIVE,"resulting in disqualification. RECIEPT ACKNOWLEDGEMENT: ISSUED BY: Freese and Nichols, Inc. for the City of Fort Worth Ery, Company;,STR 614.8 r rw j _ Address:Y-0, U x B3250 �� City: 11 JJ6 State,7Y Addendum No.. 1, Page 3 (J CITY OF FORT WORTH Fp DEPARTMENT OF ENGINEERING B. IL CHRIS 130SCO AbDENDUM NO.2 To the Plans, Specifications&General Contract Documents 40.0- 11stv�� 4 VE 2004 CAPITAL.IMPROVEMENTS PROGRAM 6�110NAL S*1 ' ti NORMANDY ROAD—EDERVILLE ROAD TO QUEEN STREET PAVING, DRAINAGE,WATER AND SANITARY SEWER IMPROVEMENTS ip Bid Date:June le,2006; 2:00 PM o Addendum No.2: Issued June 14th,2006 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (page 24) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. ` The plans and specification documents for Normandy Road from Ederville Road to Queen Street are hereby revised by Addendum No.2 as follows: SPECIFICATIONS&CONTRACT DOCUMENTS: = E Addendum No. 1 that was issued on July 13i" replaced all Working Day references to Calendar Days. Addendum No.2 shall change any reference to contract time back to Working Days. ± 1- SPECIAL PROVISIONS Item No. 25 Worki�rLs.on Page SP-12 shall remain as Working Day§.The contractor agrees to complete the Contract within the allotted number of working days." 2- CONTRACTS + Item No. 4, Page 0-2 of the Transportation and Public Works Contract shall remain as working days. 3- GENERAL NOTES: • Any reference to contract time shall be in Working hays A signed copy of this Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered"NONRESPONSIVE,"resulting in disqualification. I RECIEPT ACKNOWLEDGEMENT: ISSUED BY: Freese and Nichols, Inc. for the City of Fort Worth By: -a—r Company: ST JRS I ZA�.11, Lm C.. Address: City: S Stater i Addendum No.2, Page 1 E -J l CONTRACT DOCUMENTS 1` f®r 2004 CAPITAL IMPROVEMENTS PROGRAM NORMANDY ROAD (EDERVILLE TO QUEEN STREET) T/PW No. C200-541200-20840-0016883 Water No. P253-541200-60817-0016883 Sewer No. P258-541200-70817-0016883 D.O.E. No. 4841 File No. X-18089 K-1917 CITY OF FORT WORTH 7 TARRANT COUNTY, TEXAS MAY 2006 hereby state that these Contract Documents were prepared under my direct ` supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. �*gym eO�I®� ® me maze 000 ® CHRIS 8. BOSCO , �eeeo oeeo••eooa•ueoeae•r•+� 93679 PCE N i S/ONAI �� 1 0to Christopher B. Bosco P.E. Date. 5/10/06 Registration No. 93679 2004 CAPITAL IMPROVEMENTS PROGRAM NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) TIPW No. C200-541200-20840-0016883 Water No. P253-541200-60817-0016883 Sewer No. P258-541200-70817-0016883 D.O.E. No. 4841 File No. X-18089 K-1917 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS UNIT I —WATER DEPARTMENT UNIT II —TRANSPORTATION & PUBLIC WORKS DEPARTMENT SECTION A UNITS I & IL WATER DEPARTMENT & TRANSPORTATION 1 PUBLIC WORKS Notice to Bidders Comprehensive Notice to Bidders Fort Worth MIWBE Policy Bid Proposal . Vendors Compliance to State Law SECTION B UNITS I. WATER DEPARTMENT f Special Instructions to Bidders (WTR) Part C - General Conditions Part C-1 - Supplemental Conditions to Part C General Conditions Part D—Special Conditions Part DA—Additional Special Conditions Part E - Material Specification SECTION C UNIT IL• TRANSPORTATION 1 PUBLIC WORKS Special Instructions to Bidders (T/PW) Special Provisions for Street and Storm Drain R General Construction Notes SECTION D UNITS I & II. WATER DEPARTMENT & TRANSPORTATION 1 PUBLIC WORKS Certificate of Insurance Performance Bond Payment Bond Maintenance Bond Contract { Contractor's Compliance with Worker's Compensation Law APPENDICES UNITS I & II: WATER DEPARTMENT& TRANSPORTATION 1 PUBLIC WORKS Appendix A Standard Figures and Details Appendix B— Geotechnical Report Appendix C— Permanent Easements and Temporary Right of Entry Agreements F F SECTION A UNITS I & [I: WATER DEPARTMENT & TRANSPORTATION l PUBLIC WORKS NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS FORT WORTH MT BE GOALS BID PROPOSAL VENDORS COMPLIANCE TO STATE LAW NOTICE TO BIDDERS Sealed proposals for the following: ' 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOR NORMANDY ROAD FOR: UNIT 1: WATER&SANITARY SEWER IMPROVEMENTS NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) Water No. P253-541200-60817-0016883 Sewer No. P258-541200-70817-0016883 D.O.E. No. 4841 UNIT II: PAVING AND STORM DRAIN IMPROVEMENTS NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) TIPW No. C200-541200-20840-0016883 D.-O.E. No. 4841 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., June 15, 2006 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained at the office of the Enginnering Department of the City of Fort Worth, 1000 Throckmorton Street, Fort Worth, Texas 76102. A set of plans and documents will be provided for a non-refundable fee of sixty dollars($60.00)each. A majority of the work on the referenced project consists of the following: UNIT I—WATER IMPROVEMENTS 3,140 LF 8-Inch (AWWA C 900)Water Pipe UNIT I—SANITARY SEWER IMPROVEMENTS 480 LF 8-Inch Sanitary Sewer Pipe(Open Cut) 1,180 LF 8-Inch Sanitary Sewer Pipe (HDPE) (Pipe Bursting) 260 LF 12-Inch Sanitary Sewer Pipe(Open Cut) UNIT 11—ALTERNATE"A" Asphalt Paving 11,370 SY 8"Cement Stabilized Sub-grade 8,870 SY 6"HMAC Pavement 5,970 LF 7" Reinforced Concrete Curb and 18" Gutter UNIT II—ALTERNATE"B" Concrete Paving 11,370 SY 6" Cement Stabilized Sub-grade 10,930 SY 6" Reinforced Concrete Pavement 5,970 LF 7" Reinforced Concrete Curb Included in the above will be all other items of construction as outlined in the Plans and Specifications. Bidders shall not separate, detach, or remove any portion, segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non-responsive. For additional information concerning this project, please contact Mr. Gopal Sahu, P.E., Project Manager, City of Fort Worth (817)392-7949 or Chris Bosco, P.E., Freese and Nichols, Inc. at(817) 735-7359. A pre-bid meeting will be held on May 30. 2006 at 11:30 am in the Transportation and Public Works Conference Room No. 270, 2°'d Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. Advertising Dates: Mav 11, 2006 May 18, 2006 FTW05233 j COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOR NORMANDY ROAD FOR: UNIT" 1: WATER &SANITARY SEWER IMPROVEMENTS NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) Water No. P253-541200-60817-0016883 Sewer No. P258-541200-70817-0016883 D.O.E. No. 4841 UNIT II: PAVING AND STORM DRAIN IMPROVEMENTS NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) TIPW No. C200-541200-20840-0016883 D.O.E. No. 4841 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., June 15 2006 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained } at the office of the Department of Engineering, Municipal Office Building, and 1000 Throckmorton Street, Fort Worth, Texas 76102. A set of plans and documents will be provided for a non-refundable fee of sixty dollars($60.00)each. These documents contain additional information for prospective bidders. All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. A majority of the work on the referenced project consists of the following: UNIT I—WATER IMPROVEMENTS 3,140 LF 8-Inch (AWWA C 900)Water Pipe UNIT I—SANITARY SEWER IMPROVEMENTS 480 LF 8-Inch Sanitary Sewer Pipe(Open Cut) 1,180 LF 8-Inch Sanitary Sewer Pipe (HDPE) (Pipe Bursting) UNIT 11—ALTERNATE"A" 260 LF 12-Inch Sanitary Sewer Pipe(Open Cut) Asphalt Paving 11,370 SY 8"Cement Stabilized Sub-grade 8,870 SY 6" HMAC Pavement 5,970 LF 7" Reinforced Concrete Curb and 18"Gutter UNIT 11—ALTERNATE"B" Concrete Paving 11,370 SY 6"Cement Stabilized Sub-grade 10,930 SY 6" Reinforced Concrete Pavement 5,970 LF 7" Reinforced Concrete Curb Included in the above will be all other items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days form the date bids are opened. The award of contract, if made, will be within ninety(90)days after the opening of bids, but in no case will be award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledge them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 392-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. FTW05233 2 In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises 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 t MBE/WBE UTILIZATION FORM SUBCONTRACTORISUPPLIER UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non- responsive. Bidders are advised that the City of Fort Worth has not acquired all necessary easements and temporary right of entry agreements for the construction of the project as shown in the Plans Bidders are hereby notified that the City anticipates obtaining the necessary temporary right of entry agreements and easements by the start of construction. In the event the necessary easements and temporary right of entry agreements are not obtained, the City reserves the right to cancel the award of the contract at any time before the Contractor begins any construction work on the project(s). In addition Bidders shall hold their unit prices until the City has completed the acquisition of all the easements and temporary right of entry agreements. The contractor shall be prepared to commence construction without all executed easements and temporary right of entry agreements and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require easements and/or temporary right of entry agreements. The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Gopal Sahu, P.E., Project Manager, i City of Fort Worth(817) 392-7949 or Chris Bosco, P.E., Freese and Nichols, Inc. at(817) 735-7359. CHARLES R. BOSWELL CITY MANAGER MARTY HENDRIX CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E. Director De ohnson, P.E. Manager, Consultant Services Division Department of Engineering Advertising Dates: May 11, 2006 May 118 2006 FTW05233 3 FO IST W T I-3 City of t=ort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTiONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$25,blIQ or more,the M1W0E goal is tipplfcabia. If the total dollar vaJua of the contract Is Cass than $25,004,the MfWBE goal la note Ireahle. POLLOY STATEMENT II is lh a policy of the City or Fort Worth to eW;we Hie full and oquil�ible participation by Minority'and Wuman 13ustrress Enterprises (Mf BE) to the procurement of aIJ goods and services to the Olty on a conlraclual Iasis_ All requlrerments and r43cg�llatiorts stated in the Gigs current Minority ar}d V'lomOn BuslrrOSS Enterprise Ordiftance apply to ihls bid. MTBE PROJECT GOALS The City's MBUWBE goal on Ihls project is 27%of the Bid Atternate "A" valga of the contra#: COMPLIAN E TO BID SPECIFICATIONS on City contracts of $26,000 or more, b0dars are required to comply yo li the intent-or iho City's MM BE Ordhlanoe by either of the following: 1. Meet or exceed the above stated RMBJE goal, or 2. G*od Faith Effort documentation, or; 3. Waiver docurnentertion, or; 9. Joint Venture. 4 SUBMITTAL OF REQUIRED DOCUMENTATION The applloeble dano rmusl bra raoalved by the Monaging Uepadmertt, Jthiiii [tie toiiowing times allocatod. Irk order 1 for the entire had to be corts1dored responsive to the specifications, 1. ;Subcontractor Utilization Form, it goal is received by 5,00 p.m,. five (5) City busirwess days alder the hid met or exceeded; open I ndata, exclusive of the blit openIng date. 2. Good FaitJfr Effort and Subcontractor receivers by 5;50 p.m., five �6) City business des after the bid Utilization Form,lI participation is le,�3 than oproning date, exclusive of itie bid opening date_ statedgoal,- 3. Good Faith E[fot'tand Subcontractor received by 5:00 p.m., five (5) City Wshiass days after the bid Utilization Form, if no MAVBE participallon: opening Mate, excfustv4 of the bid opening date_ 4. gime Contractor Waiver Form, it you wlll received by 6.o4 p.m,, Rvo (5) Uty btislness days after the had perform all subtontraciln ts uppllarwork: openIng d6le. exdLISI'+e of Lhbid opening dale. 5. Joint Venture Form. if utlttzq§a Joint venture received by 5:04 p.m,, five (5) City business days after the bid to met or exceed goaL opening data, exclusive of the bid opening slate. FALLURETO COMPLY Wr H T14E CITY'S MlWBE ORDINANCE,WILL RESULT IN THE 13ID ElEING CONSIDERED NON-RESPONSfVE TO SPECIFICATION Any questions, please contact the M/ BE Office at (817)392-6104, 1 Rev. "Clo3 .i ��.�..,.�_;.";.. ti4,,.4i •.A.;.' s ATTACHMENT t ,.. Page i oto t` 1 dart W'oF"tIri' Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME- Check applicable block to describe prime 06--2006 All : '5b IN PROJECT NAi<AE: ` r1AMf/DBE NON-MNVIDBE � ' fa�OP 1`�AY.I�'©� 6�1�'� BID DATE 7_00 Citys M1WBE Project Goal: Prime's M/WBE Project utilization: PROJECT NUMBER a 280/*(Alt.."B") 143. e> .1 Identify all subcontractors/suppliers you will use on this project Ii7U I rIr 3 it tplet ;fl�� : lei M iii,ats:7,.Ontk6ty:wl `rcquested' daci�rn'e:'HW€an, grid'r 'ceived.'by 'the yftifri� tagieiq r, Ir�t oTx ar Itofare.5.04 l .rrti.: lii�..e45)rCity-busini e�s-days atter b;r %opening, exclusive of b 1 d in9.dt_. jk T'afhebid.boingcn;rsid c.rr2d,."lon-resp0f:1$3vetobid Spe ificatiofis� - n _ Tte ionlei; icffa' a ' rinial agrer1si e,r7tvitlq= fii °� B .,firm{ :). lis;ec iii tlri i t{ Vii' �Wqgned r�f.�. ! - ce�>rUori of',a onjrat t vert r'.tht?;.City." r �tVorx�h :'�The'iriEtenfior Zu i l . irr }'i s ri ser�talio�3 4i'€tris i .(J�r:r�1 L, fr r rnn icleratio , # cfisn�aali#:c . on arch %villa res rilt in t1-16-- 4a beii g id r #+n iir-T spansiv.e to bid'speciticalicws- M/WBEs. listed toward meeting the project goat must be located in the nine (9) county marketplace or currently doing business in the marketplace at-the time of bid. Marketplace is the geographic area of Tarrant, Parker,Johnson, Collin,Dallas, Denton, Ellis, Kaufman and Rockwall counties. 3 -Idp.itify'each :Tier level. .. Tier is. the level of -sIJbC01)1ra_'11T1g .belOW the prime contractor, i_e., 'a diratf +ymi;n .lr rrr the ira tab to..a sukoi.itl,actor is cc)psi&-red 1 iier:a p�yn�ent by a subcontractor to "its_'!S ppli r is corp [tlerea:ZPI bier i ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have ' been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise(DBE) is synonymous with MinorityMomen Business Enterprise (M/WBE). i k r r:lfrj��tiliaw,,,seNi a—s"are utilized, .1he 'prime..:Will bei div ��dif s.��l666.'.�'s' thb` 111Lf�l�BE )isi�d'owrr}_ ��nd '.P, le `r Ily.lircrxsed ar<d aper ti _l ucic., s liaect.ril�:tYrc ct}r7#r{pct. Th MN BE r ay l ase uC G1 ,�1ey ;�L31- fiifrn,. inc B.E;owner 3pe�•ators.rarrd'r�c -iv�r fut' lvtf BE...,cr ,diL. - the:. I 1Y[ B �E_sr.irEcir}r�in ' ow{le r-op ratofs.;,t�f1tL+ill t rel .re ive Gr6di!00f ':the ' �al' 1 ttFf' 1 outlinedirt'tfZe ea Se •° . f.. ; 3 ... ,�. Rev, 5130M a ii ~i�{: kr�i_'a ' �4,- } -}r,`'__�, ' ',' ATTACHMENT to Page 2 of 4 FoRTWoRTH Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e.,Minority,Women and non-M/WBEs. Please list MNVBE firms first,use additional sheets if necessary. Certification 4 (check one) SUBCONTRACTOR/SUPPLIER T Company Name I N T. Detail Detail '( Address i M W C X to Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B RO R E E C T E E J A - — - Uri 4909 1-4- S�La, 3S 8t -IA-4 - - 0 �0 �.� vjag-.TN, fix. �� 15 13 0�5� c,oR, 5 SI� DE.t1�'o�.t 1�►ti1�1nJ A~( �. ". Iu - 'P�1�• X85-- �85o i 81=1;- 2's- 2-1400 'S2,490 01G. 3bV ST. � F69-r Q-,vvN,TI4. Ott 1 33 3 3 all. a-sa- I.S11 81�--654- 3111 3-VO S, S- r.T' GTV--f:bwr Woa.-Tt4 1'%. 4.6111 "r 1 161 L4 q5 Slur-53S- 3�3g L 4a10r- X31- �1�1 Rev.xM3 ATTACHMENT f 4 Primes are required Ro identity ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-MNVBEs. please list MMBE fines first,,use additional sheets if necessary. F." Certification D {check ono) SUBCONTRACT'ORISUPPL„IER TT Detail Detail Company Name i C X rt Subcon#racting Work Supplies Purchased Dollar Amount Address e M W T D TelephonellFax r E R o r} C T F: A y' - -- - 1 sX- L°.u1T �'E t+yT- 11 ' { I Rvi m e, Ty. . �Si7lo.i is � Oi "iILS °1�2=fib-lv3� q�-2�445- �64oZ TX 1 1341 1<I Moe �wlG�,t� Ua. tri a.�`t �o/L� afl 4Jr�Lta��►, `'C x. -5a-`�� STi ILl�r�r 1 Z 'IS7—~ 64-1r -393`f E 9arm - 64-+- 6-+'• ,To •� i 7 : FORT Wf)RTH ,�;., , ATTACI-INiEN7 .A 0-06 ' 1 36 I .i Pagq4vF Total Dollar Amount of MIINI3E Subcontractors/Suppliers Total Dollar Amount of Non-MMBE Subcontractors/Suppliers $ A .� TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS ^The Contractor will not make additions, deletiens; or SLIbStitutiOPS to this certified list without the prior approval of the Minority and 'Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of OhangelAddfffon'. Any' unjuslified 0,iang�D or deletion shall be a material breach of contract and may result in-debarment in accorri with the preceduics`outiined in the ordinance. The contractor shall submit a detailed explanatlon' of how the requested change/addition or dele#ion viii affect the committed f MNVE3E goal. If the det5il explanation is not submitted, it will affect the final compliance deterrrlinHtinn. 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 MIW/DBE(s) arrangements submitted with the bid. 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/contractors participating on the contract that will substantiate the actual work i performed by-the MM/DBE(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 and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. thorizvwjilule Printed Signature V�cr� t -s�Ur�IT" Title Contact Name/Title(if different) STC�t�1�� �- W� ►.�� _�__ g1�-- ��ar -Zoa(a �1� -3�4�- Zo�� Company Name Telephone and/or Fax �_ J�0 Jes r ,1�enole�-sandS�tnb��ewi,nn. cow r i Address E-mail Address - • a S 11 C-111. A\/J \t e. I .] Zo zo o ca CitylState2ip pate i Rev-5/3010.3 H Jun . 13 , 2006 5 :05PM ., No , 3204 P . 6128 UNITS I & 11-PROPOSAL (This Proposal mua nm be;removed from this book of Contract Documents) i TO: Mr, Charles R. Boswell City Manager City of Fort Worth,Texas FOR- 2004 CAPITAL MPROVEMENT PROGRAM NORMANDY ROAD(EDERVI:LLE ROAD TO QUEEN STREET) UNIT I: WATER AND SANITARY SEWER IMPROVEMENTS - WATER PROJECT NO.P253-541200-6081.7-0016883 SEWER PROJECT NO. P258-541200-7'0817-0016883 s UNIT 11: PAVING AND DRAINAGE RECONSTRUCTION T/PW NO- C200-54120020840-0016883 D.-O.E.NO.4841 Includes the furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the installation of all improveMeDts and appurtenant work shown in tho plans and specification, all necessary appurtenances and incidental work to provide a complete and serviecablc project.. Pursuant to the foregoing"Notice to Bidders",the undersigned bidder,having thoroughly examined the contract dc�curnents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount.of work to be done, and the prevailing conditions, hereby proposes to do al l the work, furnish all labor,equipment and material except as specified to be furnished by the City, which is necessary to fully complete the inspection and approval of the Director of the Engineering Department of the City of Fort'Worth,Texas; and binds himself upon acceptance of this proposal to exeeote a contract and furnish an approves!Peifon-nonce Bond, Payment Bond, and Maintenance Bond,and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work., Total quantities given in the bid proposal may not reflect actual quantities, but represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. Contractor proposes to do the work within the time stated and for the following sums. (.Furnish and install, including all appurtenant work, complete in place,the following items)„ Proposal Section FIrw05233 Jun , 13 . 2006 5 : 05PM No- 3294 P . 6/28 2004 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD (EDERV.ILLF ROADTO O(QUEEN STREET) UNIT I-WATER ER IMPROVEMENTS: PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID i. 50 LF 6-Incl) (AWWA C 900) (All Depths) Tla,c-r4 'Two Dollars ami $ oo $ 00 Cents per LF - . 37.7- 11600 — 2. 3.,140 LF 8-Inch (AWWA C900) (All Depth-,) Sf-VF-4 Dollarsand ao �►'h Cents per LF 3. 4 FA 6-Inch Gate'Valve w/Cast Iron Box &Lid Per Figure 3 $ $ �aMy f) Dollars and .� I L s•ao Cents per EA �5� �� Oo— 4. 15 EA 8-Inch Gate:Valve w/Cast Iron Box&Lid Per P figure 3 $ $ t:�dt?s,� .. v►.^i to ® Dollars and oo 010 _ Cents per EA 1I I00 16 1 5 o6 5- 15 LF 8-Inch Ductile Iron Pipe Ft��Y Stec Dollars and $ 0M $ a� mm r.#�► —--Cents per LF 6. 62 FA Class"A"Plastic Meter Box(Single Head Service) pay $ o0 Vkti%m oma OO t4lt Cents per EA ESD C)c 3 1, 62 EA 1-Inch Sfiiglc 14cad Service Tap to Main Per Itern D-52..7 $ $ 'T %,kq llollars and Go � a� Cents per FA 300 AQ Geo 8.. 1,030 LF 1-Inch Copper Service Line from Main to Meter,Imluding Setting Meter Box(Class "A77) 77) Per Iters D-52..7 $ 41 woe Dollars and _ tad Ccnts per LF 71°1 Z91 Proposal.`3eeteon FTWO5233 2 Jun . 13 , 2006 5: 05PM No- 3294 P . 7/28 2004 CAPITAL IMPROVEMENT PROGRAM - NORMANDY ROAD(EP RVILL)E ROAD TO QUEEN S'T'REET) UNIT i--WA'T'ER IMPROVEMENTS: PAY APPROXIMATE DN SCkfPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY IIID PRIf'ES WRITTEN IN WORDS PRICE BID 9. 10 EA Relocate Existing Meter-Box Per Item D-,52.7 $ $ �'L.s kGvs�s -cam Dollars and � Cents per EA 400 zo 000 10.. 4 EA Standard Fire Hydrant(3'-6"IDcpth) Per Figure 5 T%q%jAV njr V64mDoilars and $ as $ oa Cents per EA zi sm 104 Ooc�-- 1.l_ Q EA Remove& Salvage Existing Fire Hydrant Per Ifeni D-29 $ afl mi% 4%&go +- sl> Dollars and Cents per EA 300 : ©t7 12.. 3 i?A 151/2"x 17 /z"Class"C"Plastic Meter Box (Bullhead Service) $ a� $ an F Dollars and �a Cents per EA. 13, 420 LF 5/$TTnch Copper Service Line on Private Property by a Licensed Plumber T}ollars and $ do o Cents per LF 14.. 50 LF Concrete Easement.for Water Line Per Item D-52.7 $ oc> � TW+E A-ri F1 VF-..._ ._Dollars and TAU Cents per LF �� 15, 1,50 LF Permanetst Asphalt Pavement Repair Per Figure 4 $ Go $ po Dollars and til® Cents per LF �i 5�� 16 3530 LI~ Temporary Asphalt Pavement Repair 6r" PlexBase2" HMAC: � 00 $ ©� Dollars and 13 05-139 o c�11 Cents per LF i I 4 Proposal Section I FTWO5233 3 1 Jun . 0 , 2006 5 : 06PM No 3194 N VZ� 2004 CAPITAL IMPROVE i.NT PROGRAM NORMANDY ROAD (EDERVILLE ROAD TO QLIEI,N S1'REET) UNIT I—WATER.IMPROVEMENTS: ! PAY APPROXIMA'11 DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY 131D PRICES WRITTEN IN WORDS PRICE BID, 17. 100 LF Trench Safety for Exeavalions>5' Depth .Per!term.D-55 • Q�� _Dollars and $ oo $ 00 Cents per LY 18„ 2.5 TN Ductile Iron fittings Per Item DA-52..14 $ � ce Stu T1_W�Ar.1 Q Dollars and -- Cents pc r,Toil 19, '1 LS Provide T'Temporary Water Set-vice(Entire Project) Per Item D-52.8 $ S%mp�4 IVW6,�'1.)ollars and a� Cents per 111rnp Sum 3 00[7 -_zJ ooc r 20. 1 EA Pre-Construction Exploratory Excavation (D- Hole) Per!tern D-51 $ $ 1�►,�n Dollars and Cents per EA 21.. 1 LS SWPPP Trnplermentation and Maintenance Per Item,D-68 $ � � rsfl 5[ 1n � Ia Dollars and sal,a Cents per Lump Sum7_00 Cents 22.. 20 CY Class"S"Concrete for Misc:ellanW11S Placement Per Item D-21 oa 00 ()mf— Dollars oral ' 40 v-\a _ Cents per Cubic Yard 23.. 20 CY Class"E"Concrete for Miscellaneous Placement Per Item D-21 $ 00 00 D DolIars and t•�o Ccx)ts per Cubic Yard I Proposal Section F I'W05233 4 i I Jun • 13 , 2006 6 : 06PM No. 32J4 PJ/H tom CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) UNIT I—WATER IMPROVEMENTS: PAY APPROXIMA'T'E DESCRIPTION OF ITEMS WITH UNIT AMOUNT I'T' M QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 24. 20 CY Crushed Limestone for WScellWieOLis Placement Per Item I3-22 ob Dollars and 01 Yard Cents per Cubic Yard SUBTOTAL FOR UNIT I—WATER IMPROVEMENTS $ o� } Proposal Section P TWO5233 Jui) , 13 � 2006 6 :06PM INU Lj IV v PROPOSAL JJST OF DUCTILE IRON FlYfINGS FOR WATER LINE No.of Size of Fitting Type of Cutting Weight Per Total Weight fitting(lbs.) Fi ttingS . : 4 8-inch x 6-inch lee 175 700 11 9-inch x 6-inch Reducer 95 1045 2 8-inch x 8-znch Cross 235 470 4 8411th 45° Send 110 440 7 8-inch x 8.1nc11 Tee 185 129.5 11 i6-inch } eeve 65 715 Total weight 4,665 lbs. (2,33 Tons) Proposal Section FTWV052,33 Jun , 13 . 2006 0: 06PM vo SLy4 r 2004 CA.YI'I'AL IMPRovillIVIENT PROGRAM NORMANDY ROAD(EDERVILLE, ROAD TO QU>♦,14, STREET) UNIT I—SANITARY S11,,W ER IMPROV I MENTS: PAY APPROXIMATE DESCRfPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE SID I_ 450 LF 4-Inch Sanitary Sewctr Pipe for Service Lines $ (Ail Depths) 00 �' tityOn1I3 Dollars:incl " 13 q 5 D o Ccn[s per LF 2_. 480 LF 8-Ipch Sanitary Sewer Pipe(SDR 35) (All Deplhs)(Open Cut) $ 00 010 `CLQ --V-j �µ-T —Dollars and p� Cents per LN 3. 1,181)LF 8"Sanitary Sewer Pipe(HDPE) (By Pipe Bursting) Per Item DA-3 � cc 00 ►'��v�tE-C-`>( �W� _ Dollars and j o,3 56K) Cents per LF ., 260 LF 12" Sanitary Sewer Pipe(SDR 35) (All Depths) "T j_lVflo --Dollars and Nca Cents per LF 5. 30 EA 4-Inob Sanitary Sewer Service Connection Per Item..D-28 �+ $ � $ � I � l ++► b fiP511lars and 0190 z� �. Cents per EA fi.. 30 EA Two-way Sanitary Sewer Service Cleanout.at Property Line $ $ Pei-Item.D-61 ©o Cents per EA. T l l FA Standard 4' Diameter Sanitary Sewer Manhole(0-6') per T%igure 104 �'a!lCI�I .. +�pi13 * ollars and —,-,.—Cents per EA Proposal,Section 7 FTWO5233 CD Jun . 13 7006 6 : 06PM IVV VL� t 2004(..AI'ITAL IMPROVEMENT PROCRAM NORMANDY ROAD (EDERVII,I E ROAD TO QUEEN STREF,,r) UNITI—SANITARV SEWER ImpR0VEMENTS: UNIT AMUUN'1. PAY APPROXIMATE IMSCRIPTION or I'I'RMS WITH PRICE BID ITEM QUANTITY BID PRICES WRITTEN IN WORDS 24 VN' I Added Depth for Standard 4' Diaintl tc;r Sanitary Sower Manhole>6' $ v`�a fl Dollars and �!"}o� aoo— t�p Cents per VF c3 10 EA Remove Existing Sanitary Sewer Manhole Per Item D-29 $ 00 $ Boa Dollars and 000 Cents per F. I0 S EA 6-hich SSAnitary.Sewer Service Connection Per hent D-29 $ $ da ojmr - ,Dollars and Ci Cents per EA 11„ 30 LF Itecon.ncction of 4" Sanitary Sewer Service Line on Privat.c Property"Uy ti Licensed $ Phumber" >* YaaitJ7ollars and tom_ o Cents per LF I2„ 5 LF Reconnecl.icm of 6" Sanitary Scw(,r Service Line on Private Property"By a Licensed $ $ v►s ollars and Flo Cents per J.-F. b©c) 13.. 10 EA Wateitight Insert for Sanitary Sewer Manhole (polyeth leve $Per Item D-27 $ w% 1y'%wy Dollar and a� t� Cents per EA 14,. L 10 LF Pennanent.Asphalt Pavement Repair Per Figure 4 $ ao $ 00 T)ollars and 5 D� 51900 o Cents per LF I5 760 LF Temporary Asphalt Paverticnt Repair 6" Flex Base with 2"HMAC $ $ �9 Dollars and 09 o Coats per LF Proposal Section � FTW05233 Ju� • 13 2006 5 : 07PM N0 .NN P 3/28 2004 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD(EDE,RVILLE ROAD TO(QUEEN STREET) UNIT I SANITARY SEWER IMPROVEMENTS- PAY APPROXIMATE DESCRIPTION ON ITEMS WITH UNIT ANIMINT ITE14I QUANTITY BID PRICES WRITTEN IN WORDS PRICE BJD 16. 7 EA Concrete Collar for Sanitary Sewer Manhole Per F%gure 121 r-%ye- CYE lw�oa kd�e�' Dollars and �. t.tb Cents per EA 15ZS� 17. 1,180I-F .Pre-construction Cleaning&TV Inspection of Existing Sanitary Sewer"To Be Pipe Bursted" $ $ Per Item D-35 a� CFO ROMA Dollars and Cents per LF s 18. 1,120 LF Post-construction TV Inspection of New Sanitary Sewer Pet-hent D-38S TSgn Dollars and 1 1,920 LF Tre och Safety System for Excavations 7 5' Depth Per!tent D-55 o� vA d Dollars and zO >�o Cents per i F 't� 20 10 FA Vacuum Test New Sanitary Sewer Manhole Per!terra D-36 r­.V 1< $ $ 5%180-*1jollars and Cents per EA 21., 40 Lia 8"Pressure Class 150 DI or PVC: �ti x�rY F%y e Dollars and �95 bOD o - Cents per LF 22. 1 EA Pre-Construction Exploratory Excavation (D-hole) Per Item.D-51 °0 © �.o Dollars and a,ljp0 Cents per EA Proposal Section FTWO523:3 9 Jun . 13 . 2006 547PM No. RM F . 14/Zb 200tt(.ANITAL IMPR{)'VEMENT I'R()CiRAIVI NORMANDY ROAD(EDERVILLE ROAD To {QUEEN STRI{ET) UNIT I—SANITARY SEWER IMPROVEMENTS! PAY APPROXIMATE DESCRIPTION O ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 23.. 5 CY Pressure Grouting of Existing SS "To be Abndoned" _ Per ftem,D-20 $ � �C �Dollars turd Ova ae Cents per CY 24, l o CY Class `B"Concrete for Miscellaneous Placement Per Item D-21 � 6 tai Dollars and I'" kA Cents per CY 10 CY ClaSs"E"Concrete for Miscellaneous Placettzcnt Per Item..D-21 Dollars W)d Cents per CY 26.. 1 FA StanClard 4' Diameter Drop Sanitary Sewer Manhole(0-6') Per Figure .107 $ a� 1�04 Dollars and Cents per EA 5 D+GO� 5 000 27• 7 VP Addeo{Depth for standard 4' Diameter Drop Sanitary Sewer Manhole>6' Per Figure, 107Dollars and $ $ t-ka Cents per VF pZOO� 28. 5 EA Service Line"Point Repairs"Per Item DA-8 oQ �► � �B Dollars and $ —� Cents per EA �E goo Sodding Per Item D-45 29. 250 LF S1•)e Dollars and $ Cents per LF /5W aa SUBTOTAL FOR UNIT I—SANJ<TARY Ew>�R IMPROVEM-N=$ 3 -45 r - Proposal Section F`TWO5233 74 Jun 13 - 2006 6 :07P1 kvaj4 r ioica 20 CAPITAL IMPROVI{,MENT PROGRAM NORMANDY ROAD (EDER.VILLE ROAD TO QUEEN STRFI�'1'? iJNll'l<'Il—PAVING AND DRAINAGE RECONST.RUC CION ALTERNATE A: 6"HI 4AC PAVEMENT UNIT AMOUNT' SPEC PAY APPROXIMA TE DESCRIPTION OF ITEMS WITH PRICE SIiA ITEM l'l'EM QUANTITY RID PRICES WRITTEN IN WORDS SP I_ I LS Utility AdjustmeMs 5,000.,00 $5,0000) Five Thousand Dollru• N NaCe s per LS SP 2.. 4 EA Pr�iec ation Sig T IIui ed Doll end a Cents EA ..l 104,SP 3. 4,300 LF Rem e Existing C retDollars aId Cnttter $ Cents per LF 104,SP 9,830 SF Remove Fxisti oncrete Driveways $ � .Dolla.rs and Cents per SF I04, 5 50 ernovC Existing Conercte SidewL+Lk Dollars and Cents per SF ' 104,SP fi.. 15 LF Remove Existing C0s1crcte Retaining;Wall Dollars and $ Cents per LF Proposal Section FTW05233 Jun - 13 . 2006 5 : 07PM 2004 CAPITAI.IMPROVEMENT PROGRAM NORMANDY ROAD(EDER'VILLE ROAD TO QUEEN STREET) UNIT II—WAVING AND DRAINAC:E RECONSTRUCTION = AL'T'ERNATE A: &' LMAC PAVEMENT SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE DID 100 7. 15 LF Remove Existing 21"Storm Drain Pipe Dollar $ $ Ce per LF 100 8. 30 LF Remove Existing 2N'Storm Iain Pipe $ $ Dol s and Cen er LF 100 9.- 1 EA Remov"Existing Storal in Man e ars an $ C per E Y 104,SP 10. 7 EA. �1 Bove Xisling 10' 11 let ollars and $ $ r Cents per EA 104,SP P l L. 2 F,A Remove ERv ing 20' I IL i Dollars and �' $ _Cicntsper EA 100,SP 12. 5 LF Remove Existing Chain Link Fence Dollars and $ $ Cents per LF ,SP 13. 754 `Y Jnclassit3ed Street Excavation Dollars and $ $ Cents per CY 't 210 4- y 8"Cement Stabilizg(l.Subgrade Dollars and $ $ Cents per SY 212 15. 260 TON Cement for S0bgrade(42#/SY) $ $ Dollars and -- - _ Cents per TON Proposal Section FTW05233 12 - wa Jdn 13 2006 6 : 08pM . 110 OCJ4 r LO 2404 CAPITAL. IMPROVEMENT PROGRAM NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) UNIT II o PAVING AND DRAINAGERL<'C()NSTRUCTIC}N ALTERNATE A; 6" HMAC PAVEMENT SPEC PAY APPROXIMATE DESCMIP't'ION OF ITEMS WITH UNIT AMOUNT ITEM ITEM QUANTITY BID PRTC P—'S WRITTEN IN WORDS PRICE BID 312,SP 16.. 8,870 SY ("ffMAC Pavement $ Dollars and �^C est5 per SY 502,SY 17.. 5,970 LF 7"Rcinforced Concrete Curb and 18" Gutter Dollars and , . $ C ere er LF 1 314,SP 18. 750 SY Construct 7"Reinforced erfUe€� ment I. Do s and Cen or SY 504,SP 19.- 7,920 SF Constt�t Ci"Rei C rete , ivew, � w- $ $ Do= an Cents'�1 er 312,SP 20.. 1,050 STi 6"'HMAC Trans n (Side Street Dollars d Cents 1 Gr fir' 504,SP 2L 1,910 SF 6"Reinforced Concrete to eway Transition $ $ Dollar-,and Cents per SF 208 2 110 S ; zlex Base r Driveway Transition - _ 13ollars and $ $ Cents per SF 444 23.. 3 EA onstruct Standard 20' Curr Tnlet Dollars and $ Cents per EA 444 24. 7 EA Constrict Standard 10' Curr Inlet Dollars and $ $ Cent';per EA Proposal Section )F`TWO523-3 13 Jun13 7006 5 : 08PM V 2004 C.API'i'AL IMPROVEMENT PROGRAM N011A ANDY ROAD(EDERVILLF,ROAD TO QUEEN STREET) UNIT ii—PAVING AND DRAINAGE R ;C.ONS'I'RUCTION ALTERNA,rE As 6"HMAC PAVEMENT (SNIT AM0(JN'I' SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WIT14 PRICE RIC] ITEM ['I''M QUANTITY BID PRICES WRITTEN IN WORDS 440 25.. 25 LF 21"Class M RCP, C;nmpDollarpand Cents per Ll' 440 26- 60 LF 24"Class TTI RCP,Comp 'tc in Plaft, $ Ilars and is per L) ' 406 27. 1 FA strut Cron to Headwall etail Sheet l?T- $ ' Dollars a.' �^ Cents pet 444 28.. '1 EA Constru `6' X C sole with .\.D.1, E � $ Dollars a d Cents pe EA 402 140 CY Unclassified Tret , Excavationan Racktill Dollars $ $ Cants pr-r CY . Trench Safcty System fo 'tor 525 30. 70 LF ,,main Pipe Over S' Deep '�`� $ $ Dollars and Cents per Ll~ 5I' I A Adjus existing Waier Meters to Grade Dollars and $ 35..00 $ 1,820.00 Cents per 1:�A SP 32.. 18 EA `+ Construct Concrete Collar for Waterline Valves $ Dollars and Cents per EA 450 C'.'Y' Top Soil as Dirocted by Engineer 116,SF 33. Dollars and $ 14.OE1 $6, 00.00 To No Cei)ts per CY Proposal Section 14 FTWQS133 Jun 2006 5 :08PM 11V• U[ U`t 2004 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD(EDERVILLE ROAD TO(QUI<'.1{�N UNIT II�-PAVING AND DRAINAGE RECONSTRUCTION Aul"ERNATE A: 6,,HMAC PAVEMENT SPEC PAY APPROXIMATE, DESCRIPTION OF ITEMS WITH UNIT A11+1 ID ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE IIID SP 34 38 CY Construct Concrete Retaining Well itf Place Dollars and $ Ccnts per Cy 5f)4,SP- 35, 19,650 SF 4" Reinforced Concrete Sidewalk t Ramps 23 —Doll��rs an $ $ Gents per Hr� SP 36, 2 RA Co tniction C Speed r Doll- s a $ $ Cents pe A - r -r_ 312,SP 31.. 9 10 SY 6"HMA ive ik (' (Station 32+ . t tation 35+9 $ Dollar, nd (vents per SY 6 - f 210 38. g i()SY 8"Cen-zn(Stabyli70 \.ubgrade ' (Station 32+89 to Stata 35+93' $ Voll4i s and s per SY 212 3,9.. 2}.TC}N `c rttc 1 for Subgracle (424t/SY) (Statin 1°32+89 to Station 35+93) $ $ Dollars and \ _..__..... .—Cents per TON Y 104,SP 40 500 SY Concrete Pavement Removal Dollars and $ $ Cents per SY 5'[6,SP 41 145 SF Remove and Construct.Concrete Steps Dollars and $ . - Cents per SF Proposal Section li T'WO5233 15 i i sn Ju1) - 13 • 2006 5 : ON No 32 4 F ZU/Z 2004 CAPITAL IMPROVE"EN'r PROGRAM NORMANDY ROAM(EDERVILLE ROAD TO QUEEN STREET) UNIT II PAVING ANA 17RAINAGE RECONSTRUCTION ALTERNATE A. 6"IIMAC PAVEMENT SPEC PAY APPROXIMATH, DESCRIPTION O ITEMS WITH IT AM(;)l)NT ITEM ITEM QUANTITY BI])PRICES ' EN IN WORDS PR { BID SF-28 42 5 ER Adjust.Exp+ -I ig Mm le to Grade Dollars and $350..0( $1,75000 s per E SP-28 EA Miust Existing Wat Viily ' �c)x to Grade D,-,-tars unci $35.00 $140..00 Cents per EA LSUBTCOTAL F OIC UNIT II (ALTERNATE"A") Fs 1 Proposal Seelion IiTWO5233 16 aun 13 2006 5 : U M 2004 CAPITAL IlVIPIt()VEMENT PROCRAM _ NORMANDY ROAD{EDERVSLLE ROAD To QUEEN STR1+;E'1`} UNIT 11--PAVING ANiUCTION ALTERNATE"B". 6" REINFORCED CONCRETE PAVL+IMENT SPEC PAY APPROXIMATE 1)PSCRIPTION OF ITEMS WITH UNIT AMOCINT ITEM I'1'EM QU�►WITY 1l1D PRICES wRrr,rFN IN WORI)S PRICE BID 51' 1 l LS Utility Adjustments $5,0()0.00 X5()0{}..{}(} Dollars and Cents per LS SI, 4 EA Project Designation Sign `200.00 $800_()0 Dollarsand Cents per EA 104,SP 3,. 4,300 LF Remove Existing Concrete Curb and Critter $ Dollars and Cents per LF 104,SP 4.. 9,830 SP Remove Existing Concrete Driveways $ $ Dollars and 0 Cents per SF 9 104,SP 5. 6750 SP Remove Existing C�oncrc:te Sidewalk o� Os►��' Dollars and A0 Cents per Sl' Lo 1{14,SP 6_ 15 LF Dollars Existing C:oncrote Retaining Wall Dollars and $ oa om C:enis per LF I'ropos:rl Section 17 FT W 09233 WW Jun - 13 . 2006 5 : 09pM No 3294 p 22/28 2004 cAPI'I'AL IMPROVEM>E±'NT PROGRAM NORMANDY ROAD(>4DERVILLr, ROAD TO QUEEN STREET) UNIT [I PAVING A ND iwAINAGE R H�'.{)NSTRUCTIUN ALTERNATE"1I": 6"REINF{}KCED CONCRETE PAVEMENT SPEC 'PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM ITKA4 QUANTITY BID PRICWS WRITTEN IN WORDS PRICE BIO y 100 7.. 15 LF Removc Existing 21"Storm~Drain Pipe Dollars and $ Go $ � a Cents per LF 1�� tJ�n 100 8. 30 LF Remove Existing 24"Storm Drain Pipe Dollars and $ $ o Cents per LF 100 9. 1 FA Removc Existing Storm Drain Manhole uN Dollars axtd $ eD $ o� Cents per EA900 100P 10. 7 rA Removc'Existing 10' Inict Dollars and $ as oao Cents per EA 104,SP 11,. 2 EA Remove Existing 20' Inlet �►u�rn1u�a� ._ Dollars and $ f. $ fro two Cents per EA Vow y 2�pD 10(},SP 12. 5 LF Remove ExAg Chain Link Fence Dollars and $ of Ccas per LF 106,SP 13.. 7,590 CY Unclassifjcd Street Excavation T Dollars and $ Do oR �10 Cents per CY i7— Ctl VP-,V 210 14.. 10,960 SY 6"Cexpcnt Stabilized Subgradu TWO Dollars and $ CFO $ d' Cents per SY 212 '15. 185 TON Ceniont for Subgrade(32#I SY) $ $ &og--gD. `p1wj Dollars and C' Cents per TON Proposal Section FTWO5233 18 Jun . 13. 2006 5 : 09PM No .3294 P . 23/28 f ......__..._..-. 2604 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD (EDERVILLE ROAM TO QUERN STREET) UNIT' I I–PAV INC AND DRAINAGE RECONSTRUCTION ALTERNATE"B": 6" 11FINFORCED CONCRETE PAVEMENT SPEC PAX APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM ITFM QkJANTITY 1311)PRICES WRITTEN IN WORDS PRICE RID 314,SP 16.. 10,930 SY Construct 6"Reinforced Concrete Pavement: f�t �{ fra•,►u. Dollars and $ + r�o Cents per SY �4 Zf,,Z–e 502,S1' 17. 5,970 LF Construct 7''Reinforced Attached Concrete _ Curb �fl $ �'w o Dollars and [410_. T. Cents per LF T�� SP_16 18. 15,560 LF Silicone Joint Sealant N,e Dollars and $ 5c) � „a Cents per LF Z3- 504,SP 19.. 7,020 SF C'onstnrct 6"Reinforced Cover+t.e 17rivs rxrays i; _Dollars and a o Cents per SF 4� e 312,SP 20_ 1,050 SY 6"HMAC Transition (Side Street) 1-wag" %jr- Dollars and $ oa $ Cents per SY 79— 'Z517 504,SP 21. 1,910 SF 6" Reinforced Concrete for Driveway Transition $ 00 $ `--O\A C?— Dollars and - ,, CIO VA fl Cents per SN' W 208 22. 110 SF Flex Base for Driveway Transition S v.-4.._---- Dollars and $ v� too Cents per SF �O 444 23.. 3 EA Construct Standard 20' C.orb Inlet t T�W–�v 6-jE gmoyexp Dollars and $ $ �D Cents per EA 1,�5p�� 1345,06- 444 3i5no"444 24.. 7 EA Construel.Standard 10' Curb Tnit:t 114Cuo Dollars and $ $ -. 1A. Cents per EA `fit 1500 t1 st Proposal Section F-TWO5233 19 Jun , 13 . 2006 0 : 09PM No•3294 P . 24/28 2,U#}4 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) [}NIT II—PAVTNG AND DRAINAGE RECONSTRUCTION ALTERNATE`23": 6" REINFORCED CONCRETE PAVEMENT ,SPEC PAY APPROXIMATE DESCRIPTION OF I'1'I:MS WITH UNIT AMOUNT ITEM ITEM QUANTITY RID PRICES WRITTEN IN WORDS PRI(;I; SID 440 25. 25 LF 2'1"Class III RCP,Complete in Placc �ty f—I W--T" Dollars and $ I$ , �. tA0 _—Conts per LF 66 4 —+00 440 2& LF 24"Class ill RCP,Complete in Plane �'1n1D Dollars and pp $ 00 Cents per LF F4027., 1 EA Construct Concrete Headwall for 24"RCP See Detail Sluyet DT'2 $ $ 'C�l� t QrM�++ llollars and o Cents per FA too Z11 Ov 402 28, 140 CY Unclassified'french Excavation and Backfill TEA Dollars and $ $ e Cents per CY p I gocr— 444 29.. 1 EA Construct 6' x 6' anhole with 8" D.1 Pipe T►+tRTY Stahl aekDollars and $ $ �o Cents per EA 525 30. 70 LF Trench Safety Systerni for Storm Drain Pipe Over 5' Deep $ $ 0 ' F__A - —Dollars and VAO Cents per LF SP 31.. 52 EA Adjust Existing Nater Meters to Grade Dollars Lind $35..00 $ '1,820..00 - Cents per EA 1 16,SP 32.. 450 CY Top Soil as Directed by Engineer Dollars and $ 14_00 $6,300-00 Cents per CY SP 33. 38 CY Construct Concrete Retaining"Wall in Place _Dollars and $ oo $ as Ceigs per CY 500r_ 191000_ Proposal Section FTWO5233 20 Jun - 13 . 2006 5 : 09PM 2004 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD(EDERVILLE ROAD'1 O QUEEN STREET) UNIT 11-PAVING AND DRAINAGE RECONSTRUCTION ALTER ATE"$": 6"R19IN[FORCrD CONCRETI? PAVEMENT rSP-23 PAY APPROXIMATE DESCRIPTION OF ITEMS WrrH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE IIID 34, 19,680 SF 4"Reinforced Concrete Sidewalk and Ramps Dollars and ° o` $ go Cents per SF 3 04D SP 35„ 2 EA Constriction 11MAC Speed Hump 6zo V-, Dollars and. $ Gents per EA 314,SP 36, 910 SY Construct 6"Reinforced Concrete Pavement. (Station 32+89 to Station 35+93) 0 2 Dpllars and Cents per SY I-IT,f 210 37. 910 SY 6"Gement Stabili cd Subgrade (Station 32+89 to Station 35+93) $ 1r It D Dollars and 010 as Eao �•�Cents per SY � 1 t I 212 38.. 1.5 TON Cement for Subgrade(32#1 SY) (Station 32+83 to Station 35+93) $ � Dollars and t fro Cents per TON I L 5 11471 104,SP 39 500 SY Concrete Pavement Removal _ SN )o Dollars and $ 5) $ SY --�' vo � �j 516,,SP 40 145 SP Remove and Construct Concrete Steps Yt�-14 Dollars and $ �a laa Cents per Sr Proposal Section FTWO5233 �� Jdn 13 . 2006 5 : IOPM 110 JZ�q r c0ic0 e r ' 2QQ4 CAPITAL 1<MPROVE111k;N"f PICOGRAM .�.. NORMANDY ROAD(EDERVILLE ROAD TO QUEEN STREET) UNIT 11-PAVING AND DRAINAGE RECONSTRUCTION ' ALTERNATE"B": V REINFORCED CONCRETE PAVEMENT SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WI'1'R UNIT AMOUNT ITEMJTFM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID SP-28 41 5 EA Adjust Existing;ManbOIO to Grade Dollars and $350..00 $1,750.00 Cents per EA J SP-28 42 4 FA Adjust Existixig Nater Valve Box to Grade Dollars and $35..00 $140..00 Cents per EA i SUBTOTAL FOR UNIT 11 (ALTERNATE"'B")Ls ,__ �-O j O 4S k Proposal Section FTWO.523 i 22 Jur ] 3 ?UH b : Wm m w. BID SUMMARY PROJECT SUB-TOTALS: UNIT I:WATER IZLs1'LACFMENT(Pale 5) jj + IOD .00 UNIT is SEWER RF,Pi,ACFM8 (Page 10) $ f UNIT II;PAVINCG/URAiNAGE ASPHALT P/1ViNCi(Alt"A")(Pane E 5) �C) IJNI!'11;PAVINC'r/DRAINAGE CONCREI'L pAVING(Alt"13")(Page 20) $ O D 9 CC r r PROJECT BID TOTAL 1: UNIT I WATER, UNrI 1 SEWER &UNIT 11 PAV1NC'T/DR.AINAGE(ALT"A") $ 90—J-1> : PROJECT BID TOTAL 2: UNIT I WATMk,UNIT SEWER&UNIT ii PAViNC/DRAINAGE(ALT"B'^) $ i JI}t 1� 7—V.100 The City reserves the right to award the contract to the respomivu low bidder of the Project Bid Total 1 or 2 t i r w i Proposal Section FTW05233 23 Juin • 1'3. 200 5 : I OPN1 Wi(l)in ten (10)days after acceptance of this Proposal,the undersigned will execute the formal Contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documerits, for the faithful performance of the Contract- The attached bid security in the cunount of five (5%)percent ! is to become the properly of the City of Fort Worth,Texas,in tho event the contract or bands are not executed and delivered within the time above set.forth, as liquidated damages for delay and additional work caused thereby, The undersigned bidder certifies that he has been furnished at leastone set of the General Contract. Documents and General Specifications for Water Department Projects dated January 1, 1978,and that he has road and thoroughly understands all the requirements and coy(li(.ions of those General Documents aad these specific Contract.Documents and appurtenant plans.. The undersigned assures that its employees and applicants for employment and those of any labor orgar&,ation,subcontractors or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No..7400.. The Ridder agrees to begin construction within 10 calendar days after issue of the work order,and 1.0 complete the colrtract within 210 working;days after beginning construction as set forl.h in the written order to he furnished by the Owner.. Liquidated damages shall be assessed as indicated in section 7-7..10. (Complete A or below,as applicable-) [ A. The principal place of business of our company is in the State of [ J Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached, [ ] Nonresident bidders in the State of—,our principal place of business,are not required to underbid resident bidders.. [ B. Ttle principal place of business of our company or our parent company or . majority owner is in the State of Texas.. Receipt is acknowledged of(Ile following addenda- Addendum No. 1 Addendum No.2 Addendum No_3 Respectfully submitted, (SEAL)13y' k If Bidcicr is Corporation Ti(1e' Address-. 5A.1�R10AVII l� Dr+-M ts, 200 to Proposal Sectioll FTWO5233 — -- 24 i SECTION B UNIT I: WATER I EPARTIVEN7 SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) PART D - GENERAL CONDITIONS PAIN D-1 - SUPPLEMENTAL CONDITIONS TO PART C GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART DA - ADDITIONAL SPECIAL CONDITION PART E T MATERIAL SPECIFICATIONS r SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) 1) PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial § statement,an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary,to the Director of the Water Department at least seven(7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one(1)year old. In the case that a bidding date falls within the time a new statement is being prepared,the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project,it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,and if inadvertently opened,shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications(financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification_ 2. BID SECURITY: A cashier's check,or an acceptable bidder`s bond,payable to the City of Fort Worth,in an amount of not less than five(51/o)percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10)days after the contract has been awarded To be an acceptable surety on the bid bond,the surety must be authorized to do business in the state of Texas. In addition, the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to a qualify as a surety on obligations permitted or required under federal law;or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City,in its sole discretion,will determine the adequacy of the proof required herein. 3. BONDS: A performance bond,a payment bond,and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7, 4. WAGE RATES: 06/04/03 Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor 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. These records shall be open at all reasonable hours for inspection by the City. The provisions of D-3 Right to Audit pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 6018 Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident 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 in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is$25,000.00 or less,the contract amount shall be paid within forty- five(45)calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy("Policy")of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers,members,agents employees,program participants or subcontractors,while engaged in performing this contract,shall,in connection with the employment,advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment,discriminate against persons because of their age except on the bases of a bona fide occupational qualification,retirement plan or statutory requirement. 06/04/03 2 Contractor further covenants that neither it nor its officers,members,agents,employees, subcontractors,program participants, or persons acting on their behalf,shall specify,in solicitations or advertisements for employees to work on this contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend,indemnify and hold City y harmless against any claims or allegations asserted by third patties or subcontractor against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability,terms and/or conditions of employment for applicants for employment with,or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with RDA's provisions and any other applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or ? subcontractors against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. s 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of minority business enterprises 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 the GOOD FAITH EFFORT FORM("with Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise (WBE)on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal,State or local laws or ordinances relating to false statements. Further,any such misrepresentation of facts(other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three(3)years. 12. FINAL PAYMENT,ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment(less retainage)from the city for each pay period. b. Payment-of the retainage will be included with the final payment after acceptance of the project as being complete. C. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed,as evidenced by a written statement signed by the contractor and the City. 06/04/03 d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding(i)final quantities, or(ii)liquidated damages,city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall attempt to resolve the differences within 30 calendar days. 05/04/03 PART c - G2§£kAI CONDITIONS 2aaLs OF c0kT3WT5 NwiruMER, 1, 19BI TABLE OF CONTENTS ' Cl-1 Dz£INIIIONS _ Ci-1.I- Definition of Te£r�S Cl-1 (l) ` Cl-1.2 contract nogum22ts ` U-1 (l ) 01 1, 3 Notice E6 Biddelk CI-1 (2) c1-1.4 PzoPo#al Cl-1 (2) cl-,l.5 Bidder , cl-I 2! ci�1.6 General conditions Cl-I (2) C1-1.7 Special Conditions _ CI-1 (2) Cl-1,8 Specifications CI-1 t2l cl-lie bond cl-± (2) CI-1.10 contract C1-1 (3) CI-l.11 Plans Ci_1 (3 ) O1J1.12 City Cl-I (3 ) ei�l-l3 City council c1-1 (3 ) C1-1.14 Mayor , C1-1 (3 ) C1-1,15 City Manager C1-1 (3) C1-1.16 city attorney ' c1�-1 (3) C1-1.17 Director of Public Works CI-1 (4) . C1-1.18 DirectOrr city Water Departm@nt cl-1 (4 ) C%-1.19 Engineer ' C1-1 («| C1-1.20 ContrActo£ C1-1 (4) cl-l.?l Sureties _ CI-1 (4) c$-1..22 The «6rk of /roj&§k cl-I (4 ) . C1�1.23 Working Day ` cl-1 (4) C1-1-24 calendar Day . J Cl-1 (4) CI�I.Z5 Legal Holiday cl-1 (4) c121.2§ Abbreviatidfis ` cl-I (5 ) C1-1.27 change Order C1-1 (6 ) CI-1.28 Paved Streets and Al16ya� C1-1 (61 CI-1. 29 Unpaved Etzeets and Alleva cl-1 (6) c1-1.30 city Streets c1-1 (6) cl-1.31 Roadway Cl-1 (6 ) Cl.-1.32 Gravel sweet Cl-1 (6) C1-2 INTERPRETATION AND PREPARATION OF PROPOSAL C-2-2,1 Proposal Form c2-2 (1) C2-2 .2 Interpretation of Quantities c2-2 (1) C2-2.3 'Examination of contract Documenta and, Sita C2-2 (2) C2-2.4 Submitting of Proposal c2-2 (3) C2-2.5 Rejection 0£ P£oposalt C2-2 (3 ) C2�-2. 6 »id §ecurlty c2-2 (3) t <1 ) C2-2.7 Deliv6ry of Plreposal C2-2 (4 ) c2-2-8 Withdrawing Proposals C2_2 (4 } C2-2.9 Telegraphic modif-Lcation of Proposals C2-2 (4 ) C2-2.10 Public Opening of Proposal C,2-2 (4 ) C2-2.11 Irregxllar Proposals C2-2 (4) C2-2.12 Disqualif ieatiori of Bidders C2-2 (5) C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposal C3-3 (k) 03-3.2 . Minority Business Enter'pise women-Owned Ba8inc�ss Fnter�is_e COMPli,ance-• C3�3 (1) C3�-3.3 'Eqr -al L p.loyment Prc vis-leas C3-3 (I) C3-3 . 4 Withdrawal of Proposals C3- (2) C3-3.5 Award of Coftt,r act C3-5 �2). C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3�3. 9 Execution of Contract C3-3 (4 ) 'CS-3. 9 Failure to Execute col)tract C3-3 ( ) 033.10 Beginning Work C3-3 (4) 03,3.11 Insurance C-3-3 (4) .C3-3.12 Contractor ' s Obligations C3-3 17 ) C3-3.13 Weekly Payroll C3'- (7) C3-3.14 Contractor 's Contract Administration C3-3 (7) C3-3.15 Venus C3-1 (8) C4=4 SCOPE OF_ WOIkX ` C4-4.1 Intent of Contract Documents C4-4 (1) C4-4.2 Special Provisions C4=4 (i) ` C4-4.3 Increased or Decreased Quantities C4-4 11) C4=4.4 Alteration of Contract Doc-4mefits C4-4 (2) * C4-4.5 zxtra Work C4-4 (2) C� -4.6 Schedule of Operations C4-4 (31 C4-4.7 Progress Schedules foz Water and Seger Plant Pacilitles C4--4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Eagi-Veer C5-5.2 "Conformity with Plans C5-S (1) C5-5. 3 coordination of Contract Documents C5-�-S (2) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (3) C5-5 .6 Field Office C$-5 (3) c5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Duties of lgsPertors C5_5 (4) C5-5.9 inspection 5-5 (5) .C5-5.10 Removal of Defi!tc.tiVe find Unauthorized Work CS-5 (5) CS-5.11 Substitute Materials or Equipmeht C5-5 (5) C5-5.12 Samples and Tests ofMaterials C5-5 (6) . Cs-5.11 Storage of MateriaLn - C5-5 tG) ' CS.=5.14 Exi-sting Structures and Utilities C5-5 (7) CS-x.15 rnterruption of Service C5-5 (7) CS-5.16 Mutual Responsibility of Contractors C5-5 (8) C5-5.17 Cleanup C5-5 0) C5-5.18 Final inspection C5-5 (5) (2) C6-6 LEGAL RELATIONS AND. PUBLIC RESPOESIBILITY CE-6.1 Laws to he observed C6-6. 2 Fez-mets and Licenses C6-6 fl.) C6-6.3 Patented Devices, Materials anti P ocess.es ' C6-6 (li 6-5.4 Sanitary Provisions C6- (2 ). C�-6.5 Public Safety and Convenience C6-6 (7) G6-6.4 Privileges Of Contractor in Streets, , Alleys, and Right-of-Way C6-6 + (.3 C�-4.7 Railway* Cross-ings _ CS-6 (4). C6--6.8 Barricades, Warnings and Watchmen C6_6 (41 C6-6.9Use a�f Exploslves, Drop Weight, etc. C6-6 (5) C6-6:10 Work Within Easemanta C6-6 (6) C6-6,11 Independent Contractor f;-6 (a) Cfi-6.12 Contractor 's Responsibility for Damage Claims C6-6 (8 ) C5-6.13 Contractor' s Cl=aim far• Dasmages C5-6 (10 } C6-6.14 Adjustment of Relocation of Public Utilities, etr-. C6-6 (10 ) Cfi-6.15 Temporary Sawez Drain Connections CG-6 (10) C6-6.16 Arrangement and Charges of Water Furnished by Gait CG--6 (11) C6-6. 17 Use of a Section of Portion of the Work C6-6 (11 ) C6--6.18 Contractoz ' s ResponsihiUty for Work 6--6 (11 ) C6-6,19 No Waiver of Legal. (tights C6=6 (12) 6-6.20 Fersonal Liability of Pu61ia officials C6-6 (12 ) 6-6.21 State Sales Tax C6-6 (1 2) ( C67-7 PROSECUTION AND PROGRESS C7-7, 1 Subletting C7--7' (1 ) C7-7. 2 Assignment of Contract C-7-7 (1) C7-7.3 Prosecution of the Work C7--7 (1) C7-7. 4 Limitations of operations C7-7 (2 ) C7-7.5 Character of Wazkman and Equipment C7--7 (1) C7-7. 6 Wozk Schedule C7-7 (3 ) C7-7. 7 Time of Commencement and Completion C7-7 (4 ) 7-7. 8 'Extension of time of C=Pla:tion C7-7 (4) C7-7. 9 Delhiys C7-7 ( 4) c7-7. 10 Time of Completion C7-7 (3 ) C7-7.11 SusPenrilon by Court order C7-7 (6 ) C7-7.12 Tempox-azy Suspension C7-7 (5) C7-7.13 Termination of Cnntract due to National 'Knsergency C7-7 ("7) C7-7.14 Suspension oi' Abandonment of the Work and Annulment of Contract C7-7 (7 ) C7-7.15 Fulfillmiant of Contract C7-7 (9) C7-7.16 Termination for Coavenience of the onw C7-7 (10) C7-7.17 Safety Methods and Practices C7-7 (13 ) CS-8 MEASUREMENT AND P&YM_E T CS-8.1 Measurement of Quantities CS-8 (1 ) CS-8. 2 Unit Prices C8--8 ( 1) (3 ) CB-B . 3 Liurp Sum CB-S. 4 Scopi � of Paymefit CH-B. 5 Partial Estimates and Reta$na a C$-8 (2) CO-B. 6 Withholding Payment CB-B 0 ). C$-6t7 F-inail k8c6ptance CB-B . 0 Final Payment CA-B.9 Adquacy of _I?e CB-8 ('4) C8-B.10 General Gu��aiftty CB-8 (4) 0$=9.1}. S"sidiar work. _ CB--8 (5 ) CS-8,12 - Miscellaneoua Placgment of leate-rtal CB-8 (S'1 C8-,8A3-' Record �a�u�s�ii.ts" C84, ($-I r' 1 ' a 'I { • . 4 4 (4 ) PART C - GENERAL CONDITIONS C-1 -1 DEFINITIONS 5ECTIOU CJ.-1 M71NITiONS Cl-lib' -, ZINITIP. OF. T, R-14� : Whenever in these Con.tract Docamoylts._the following terms or pronouns in place 01 them are us8d., t-he_ intant ana meaning shall be understood and interpreted asfollows; Cl-1.2 COUTRACT- DOCUM13E 'S: The Contract Dccurn�_nts are alb. of the written and drawn documents , such as specification-s , h.ox�+ s #", a4denda t plans , a,- c . , whish govern the terms and pear•.f�rm�ance of the contract . These are contained fry the General Contract Documents and the Special Contract DcFoutaents. a. GENERAL CO TRACT -DO UMENTS : The Genera. Contract Documents govern all Vater Department Projects and include the following items: i PART A - NOTICE TO By-DDEP.S (Sample) Nhite PART B - PROPOSAL 1 (8amp 1e) {White PART C - E RAL ONDIT-16 �S (CI,TY.) eanary Yellow # ve Doer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El-46it—a E2-Golden. Rork ` SA-White PERMITS/EA EKENTS Blue PART R - DOND9 (Seir�ple) White PARS` G - CONTRACT (S ple) White h-. SPECIAL CONTRACT DOCU"XM The Special Contract Documents are preparaci for each speci.fio project as a suppleme.4t io the Genera. Contract Documents and jricl.ude the follo ing item PART A - NOTICE TO BIDDERS (Advertisement) Same as above PART E - PROPOSAL (Bin) PART C - GENERAL CONDITfONS PAR'S U - SPSC'IAL ONblR!IDNS PART - SPECIFICATIONS itTO/-EASEMENTS FART r - BONDS PA.RT G - CONTRA& PART 8 -- PLANS (L5ually bound separately) r C1-1 . 3 NOTICE- TO B1DbERS : All of the legal pgblicationa exthex actually published in p"blic advertising medium8 or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice Lo bidders. C1-1 . 4 PROPOSAL: The completed_ i4ritten an-d o.igx�: 8 ..a f _ or tender of a bidder to perform .the work which the h.a-ve,.&n a twig--tlr b+ S eciirft yT ,aonst-ftput� tbbE� proposal , which becomes hireling upon the 'order 'ii officially received by the owner, has been publicly opened and read and not rejected by the owner. C.1-1 . 5' ,:5ITIDER: Any, person , persons k firM , p ,x!tfner�ehllp , OuApany� assor .ation; corporation, acting directly or thr64-9h a duly autliori ed r gresesttati e; sui bimi'tti.ng a pr-40posal for perfogiaing the work contemplated ander the contract Documents , constitutas a bidder. C1-1 . 5 GtUERAL CON-DITIOUS : The General. Conditions are the usual construction a.nd contract Seguire-tents which govern the peKfdrmanc-e of the work sO - that it will be carried on . in accordance with the customary pricieedure' , the local statutes , and requi>~emeuts of th-e City of Fort Worth ' s ckarter and promulgated ordinances. Wherever there may be a conflict between, the General ConAitiods and Spetial Conditions , the latter shall take prece4en a and shall govern. CI-1 . 7 SPECIAL CO DITIO S : Special, -onditi*its sre the specific requ rezeats which ars necessary for the particalar project Covered by thE� Contract Documents and not specifically covered in the General Oandi,tionsc . When considered with the 'General Conditions a-rid other aloments of the Cobtract- nocurnents i'be provide the information which tie Cbntractor and Owner should have in order to gain: a thorough knowledge of the project- C1-1 . 9 SPECIFICATIONS : The Specificatioars is that section or part of the Contract Documents which sets Earth in detail the requirements which must be inet by all materiala-,. Construction, workmanship, equipment and services in order to render a completed amd useful project. Whenever reference is made to standar6 specifications, regulations, tequitements k statutes , etc. , such referred to docvbants shall become a part of the Contract bocuments just asp tbopgh they were embodied therein_ C1-1 . 9 BOnU: The band or bonds ars the written guarantee or secuilty urnished by the Contractor for the prompt_ and CI-1 {2) faithful performance of the contract and incl%ide the f o 1 loud ag a. Pirformance &ohd [nae paragraph C3-3.7) b. Payment Bond (see paragraph C3-3 .7) C. katntenance Bdnd fiisee paragr&j 1i 3. 1;-71 d- o oral or 'Bid Se utrit (sfee 'Special In'steUctions to Bidder`s; Pact A and 02-2.6) Ci-1.10 CONTRACT.a The Contract is the formal signed agreement teen t-Me Owner a-nd the Contr&Ctor 6ovei 'fico 'theM.utual i=66r-stan.ding of the twb cantractiing partidd- hbout the project to be comp3eted under, the Contract DoedmeYits. C -1. x.1 PLANS: The plans are the drawings or reproductions t ere rorty made by the owner's representative showing in detail the lac-atlon , dimension and position of tihe various elements of the project # - including sueh pkof ilei , typical ex-ass-sections, layout diagrams, working drawings, pre-limiftary drawings and such supplemental drawings as the OT;ner may issue to clarifyother drawings or fo-e tete purposA of shouring changes it the *ork hareinaf ter duthorized- by" the Owner. The plan-9 are usually bound s6parately from other parts of the contract Do.cu.ments , but . they are a part of the Contract r Documents just as though they were bdurtd' therein. Cl,-1 . 12 CITY= The City v,f PQrt Worth, Texas , a mulaicipal to oration, 2euthbkized and chartered ura'der the Texas State ; thtutes, acting by and through its governing body or its City Manger , each of which is required by oharta,r to perform specific diatie$ . Responsibility- for final ern-torcement of cnntr$ct in#d1V4ng .the City of rdrt Worth it by Charter vented, in the Citic Manager. The terms City aria Owner are synonymous. C1-1 . 13 CITY COUNCiLi Thi dui.y elected and qualified governing beady of the City of Fort Worth Turas. i Cl-1 . 14 _MAYOR-: The offiulally elected Hayor; or is his absence, the Mayor Pro tens of the City of Dort W6rth, Texas- MANAGER: exas- MANA ER: The officially appoihE651 and authorized City Manager of the City of Fort Worth, 'Texas , or his caul authorized representative. CI-1.26 CITY ATTOMY; The of.f i.ciallY appointed City. Att=Dey of the C ty R Fort Borth , Texas , or his duly authorized representative. C1-1 (3) i ar1-1 . 17 DIRECTOR Op Pt38- ,r,IC WORKS; Thi> duly appointed official of the City jDf Fort Worth, re erred to in the Charter as the City Engineer, or his duly eutborized representAtive- C1-1.1g DIRECTOR CITY WATER DEPARTMENT: The d;Lly appointed piraotor o.f the City Water Departwent ofthe c1ty of . Fort Wort-'h , Texaia , or his duly authoTiz.ed representative, "sista;sx,t, or agents. Gl-x .19 ENG.IR R: The Directoi of . Publi-c. Works, the b'iredtoi� of Me Fart Worth City Water Departament , or theLr duty authoaritod assist4n-ts , agents , engineers , Inspectors , Or superintendentsr acting within the scope of the particular duties. entrusted to them. C.1-1 . 20_ ONTRACTCR: The person , personsr par mOrshigr co>apany, firm; 0,ssociation , or corporation , ente.zing into a contract with the Owher for the execntion of the wcrfk,. 4;cting directly or trough a duly authorized r.0presentati e. A a'ah-contractor is a person, firm, coarpo>4atiop, or others 'und-or con ra t wi.t-h. the parintipal contr-act:or, supplying :labb� and Materiais or only labor, for work at the site. of the project. Cly-1 . 21 SURETIRS : The Corparate bodies. which are bound by suc bonds arb required with and for the Contractor . The � sureties engaged are to be fully responsible for_ th4 entire anal satis .actozy Dili<illment of the Contract aad for: aoy - and a-11 rpquiremakts as set forth in the Contract Decumsnts and approved tbanjas therein. C1-I* Z2 THE WORK -OR PROaHC'`: Zhe complet=ed work contemplated n And covered by. -the Contract Docuntetxis? incltgdingr but not limited to the ftunishing of all labor, materials , tools, aquipmeDt, and incidentals necessary to produce a completed &nd serviceable project. Cl-1. 23 WORKING DAY: A woarki6g day is defifted as a calendar ay, not ncidding Saturdays, Sundays , and legal . holidays, in vihich the weAtlhe>r or other conditions not under tete ooat>rol of the Conttactor permit the performance of the principal unit of work for a period of not less than seven ( 7 ) by rs between 7 : 00 a.M�. and 6 : OD p.m. $ with exceptions as p-j rmitted is paragraph, T-7.6. C1-1. $4 CALENDAR DAYS : A calendar day is any day of the week or month, no days bump excepted. Cl-1. 25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the CitY of Fort Worth for observance by City employees as follows; U-1 (4) 1. 'Sew Year 's Day January k . M. L. King; Jr'. Birthday Third Monday in January 3: Memorial DE ]y Last Monday in May 4. lndependenciE� Day Juty. 4 5: Ixabor Darr First Monday in Septamb-_r 6. Tha;iksgivixsg Day- Fourth Tbursday in 'November 76 Thanksga.ving Friday Fourth Friday izi. Novebe-r 8. ebrintmas Day December 25 9 . Such other days in lieu of h of ida, ys -as the city- Coun cid. may determine When- one of the above pampd ,holl days. sir a , special holiday is declared by the City Council , f611s -on Satu-c3ay' , the -holiday sb-all be observed on the preceding rriday or if it falls- on Sunday, it shall be observed on the foll.owin, Monday, by those employees working on working clay operations . Employees working -calendar day operations will consider the ualendaz hoii"y as the holiday. Cl=l. 6 ABBREVIATIONS:- Wherrexrer the abbrdvla.tions defined herein appear in Contract Documents , the' intent and meanix)q shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day dfficia3e ASCE - American society of Civil OPS - Cubic Foot gek Engineers Second LAW - In Accordance With ASTM - Ainer i can Soul Oty- of min. - Ki n iinura Testing Materials Sono.-- Monolithic AWWA American Water Works Percantum Association R - Aadl-us AgA - Amerivan -Standards Association L.D. -- Inside Diameter RI -- Hydraulic Institute O. D. - Outside Diameter As.ph. - Asphalt El ay.- Elevation Ave, - A e-bue F Fahrenheit Blvd. - Boulevard C Centigrade C1 - Cast Iron Ire. - Inch C-L - Center Line Ft. - Foot GI - Galvanized Iron 5t. - .street Lin. - Linear or Lineal CY - Cubic Yard lb.. - Pound 'fid. -- Yard ME - N&rvhole SY - Square Yard Max. - k"imam L.F. - Linear Foot D. I. - Ductile Iron C1-1 { ) C].-1 . 27 CHANG19 QRDEV ; A " Change Order " is a written supplemental agreement between the owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of th'e project oto- which bids ware subini-tted. Increase is unit quantities stated' in the proposal are not the subject matter 'of .a Change Order unless the increase or decrease is .more Lhi u -251 of the' arootmt of thin particular item .or - items in the origiftal proposal. A11. "Change Orders " shall- be .prepared by the Ckty frau information as necessary furnished by the Contractor. Cl-1.. 29 PAVED _STREETS AND -ALLEYS: A paved street or alley shall be definer -as a street or -alley havin-S ove -of. t-be -f OLIO-Wing types of wearing sir.€'aces - applied oven the n4tural unimproved surface: 1. Nny type of asphal ti.c concrete with jor without separate bales$ rnataria3, 2. Any type of asphalt surface treatment , not including an oiled surface , with ox without separate base material, 3. Brick, with or without separate base material; 4. Concrete, with or without separate base material. S. Any combinatim of the above: " 1-1. 29 UNPAVED STR,ESTS OR ALLEYS: An unpaved .8treet, alley, Bora way- or other sur ace Ts any area sept those defined ab6ve for "Paved Streets "d Alleys. " CI-1. 30 CITY- STREETS : A, city street is defined as that area between the right-o€-way lixxes as the street is dedicated. Cl.-1. 31 FICA-I)WXY.- The roadway is d6fined as the area between paxallel 1' nes two ( 2feet back of the curb lia6a or four' fe.ot back cif the average edge of pavement where no curb exists. 6-1. 3.2 GRA I, STREET: A gravel street is any unpaved street tow -a-s b6en added one or more applications of gravel or similar mat(�-�:iai other that the natural material foxina on the street ssirface before any improvament was made. l-i (5 ) SECTION C -- GF1NERAL CONDITIONS C2-2 I TERPRE-TA'k`ION AND PRI?PARAT10N OF PROPOSAL ECTXON C2-2 INT PRETATION AND p"pARATION O PROPOSAL C2Y2.1 - PROPOSAL FORM + The o�t�inanwill ite�i�c�d listbidders af thewith- proposal form, wb ch wi 1 c iteiQs of work to be done or materials to be furnished aid upon which bid prices are requested. Tho Proposal form will state the 5idder3s general understandin4 of the project to be VaMpleted# provide a sjace� for furnishing the. -aincunt of bid security , and state the basis for erg-terin-g into a formal r-attract. The Owner will f-urnish forms for the Bidder" E; "Ekperience Record,. " "Equipment cheddle, " and ."Financial Statemerit," all of which must be properly e�€ecuted and filed with the D-ir-4 for of t_hd City Water DepartMeiit eine week prior to the -hour ±6r opnning openingcf bare s . The fihanci.al statement required shall haver been preparO by an independent certified public accquntant or an independent �ubLlc acnouatant holding a valid permit issued by 4n appropriate state licens ' agency, and shall navxe been so gre-oazed as to reflect 1the currer}t financia'� status, This Y stat&inent must be current and not mole than one 11 ) year old. In the oases that a bidding date fa1.1s within the time a new statement is being prepared , tha -previous stat�moht shall bes tipdattd- Uy pr-dger verification. Liquid assets in the amount ' of ten (i O% ) percent of th-e estimated project cost will be regOired. For an oxp erience record to .,be considered to be acgeptable for a givreri project# it must reflect the a geriabce of the firm seeking q'ualif ication in work Gf both the same nature and Magnitude as that .of the P-90je.ct for which bids .are t.o be ro-ceived , and such experience must have been on projects complet6d no t more than 'f i ve ( 5.) years pr for to the dat a on which are to be recetved_. 'Etre birector Of the Water department shall ba sclia- jxidge as to the acceptability a.f experience for qualification to bice on any rort Worth Water Department Preject, 'the' 'prospective bidder ahall schedule the equipmm nt be has available for the project and state that he will rent $11ch additional ogbipraent as may be required t4 complete the pxoJect on which he submits a bid. C2-2 .2 INTERPRETATION O-F QUhNTITIES . The giiantitiOs of work a�sd materials to be furnished as may be listed iTi the prOpoaal C2-2 (l ) fdrins of other parts of the Contract Documents will he considered asapproxi-Mate only and will be used for the purpose of comparIng adi on a uniform basis. Payment will be made to the Contractor for only the actual quantities Df work performed. or rKteriala fur=nished in strict accozdance with the Contract botumenta and Plasas . The gaahtities of work to be~ performed and materials to be furnizhed may be. increased oz, d'ecYeased as ht-,reiaafter proVided, without in. any._ Way i' arlida,tinr , the.-unit; �r•ijev..bid o� an�r. other- req�i.ratne�t�. oaf the �inttaat DOCIUMats. 2-2 . 3 9KAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROXECT: Bidders are Advised that thei Contsr.ac.t Documents rxn file .with the 'awper sHall corp-siitute all of the information whim the Owner, will furnish. All additional information arid . data- which the awher will sra.p ly after piorimnl-gatian of the formal contract docu-meets shall be issPed in the .€orm of VritteD addenda and shall b'eciDrae part of the Contract D-oc ants just as tha�gh such addenda were actually writ��ten into the original contract DocumlEmts. ntdd.Aks are rcgnired,. prior to the filing of proposal, to read and become f .milia, with the. Connect Docume-nt8 , to visit the site of the gcxolsct and examine c-are-fully all l-qoul n itis ns , to inform themoelv'es by . their, own ro-88areb and investigations, fasts, bo _t ,g, and. b ► ch other means: as may be ne'cessar'y . gai'n a aornp eke :knowl 3g of ,aha bnditiarss which will be encountered during the coxistxuction of -the, pZo�ett ; They ,m.0*t judge for. . thgms.elves the difficulties of the work and ail attending cAr&umstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to m ce an intsliigeht proposal. No information given by the owner or arty. representative of the Owner other that that onta ibeA in the Contract Documents and offiofaily gzon4ulgaetad -.ardaeinda- thereto shall be binding upon the Owner. Bidders shall . r6ly exclualvely and solely upon their own estimates , investil4tial r tesi�aVch, . tests , explorations, . and other data which are necessary fcf full and complete infoxmation upazx ,;hie' h Ufa proposal i� to be basedIt, is mutually agreed that tote 8ubral6siori of a proposal is prima-facie evid-ence that the bidder has made the investigationsp examinations abd tests herein• required. Claims for additional. vomp"sat_.oz due to var.iat-i s1 bye twe-en conditions actually encountered in cont,,tra ion aid as indicated in the Contract Documen-ts will not be allow!d. The lags of Soil Borings, if any, showintj on the plans are for gezez,al information only and y not he aofrect . Neither the C - fit) i own-ear nor the Engineer guarantee that the data shown is r9presentative of condi.tion.s which actually O-xist. C2-2 . 4 SUBMITTING OF PROPOSAL: The Bidder shall submit hie Proppsal on the foTiD fur n shed y the Owner. All bl4nk spaces aEiplicab�.e to the project contained in the form shall be c.oj,rectly filled in and the Bidder shall slate the prices , written in . ink ,in both word-s and numerals , for whir-h he proper ea 'to do the Mark �cxntemplated or furnishe the materials teguired. All sttc�b priors shall 'be written legibly. -In case of disvrepancy betw8en the price written in words and thia price *written in uTimerals , the price most advahtageots to th6 City shall govern. if a &' poaal is submitted by an individual, his or her name mutt_ be signed by him (her) or his (lier) duly authorized agent . If a -proposal is u€ibmitted by a firta, association, oZ partnership, the name and address of each member must be given , and the pro,posai must he signed by a member of the firm, association , or partnership , or by a gerso-n ,d.-Qly authorized . If a proposal is submitted by a oempany- or borporation , the company or corporate namd and business address suust be given, and the proposal signed by as official or duly authorized agent.'. The corporate seal mast be affixed. Power of Attorney. authorizing Ageftts or others to Isi m propo'al must be properly certified and must be in writing anid S'nbm1tted with the proposal. C2-2. 5 REJECTION OF FR43POSALS : Proposals may he rejectea. if they show, any alteration of wards or fi'ures , additions rest called for , conditional Pr uncalled Eor alternate bids, ihcorftplete bids, erasures , or i`eregularities of any kind, or contain unbalahae valu6 of any items. Proposal tendered or delivered after the official time ddiAg gated for receipt of prapos�l shall be returned to the Bidder unopened, 2-2 . 6- B16 - SECURITY: - MD proposal tirill be jzonaidered aisles it is aacompanled y a "Proposal security" of the Pharacteir area in : the amount -indicated in the. "notice to Bidder!34 Ant€ the "Propesal. " The Bid Security is required by the Owner as evidemc'e Of good fAith on the part of the laiddar, And by way of a guararaty that if awarded the contract, the Bidder will. within the required time execute a formal contx�Lct and furnish the Tequired performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awardic cd or other dlspv8itioa is made thereof . The ,bid security of all other bidders may be returned p.rorkptly after the canvass of #yids. C - ( 3 ) C2-2 . 7 DELIVtRY .OF PROPOSAL: No proposal will be considered unle'sa it is i1elivered , accompanied by its proper zid Security , to the City Manager or his representative in the efficial place of business as set forth in the "'Not-ice to B-Idlers. " - It is the Bidder '-s Sale to della r the proposal at thre proper time to the: proper ,place. 'the iiiero fact that a ,pfoposal was dispat hed will not be consideWiNd. The Bidder must knave. the proposal actually' delivered. Each p,ro,pasal.- Ka LL beaded- envel ope pIatnly marled ,with the o -'� xrti} t , names vr' d`e'srip iota of the erect . as deoign�atted" In: the " No to Mddars. The envelope i all be addressed to the City Managerp City Hall, tort Wox-th, Te es'. C2-2. 8 WITHDRAWliM PROPOSXLS: Proposals actually filed with the City Manager cannot be w;DFhdrawo prior to the tlmi�: set for opening propcsaig.' A request for non-coinsiderati.os� Of a prcpooal wuBt be made in writing , addressed to the City kanage- d r , andf iled with him. prior to the time set far -th-e apeaing a proposals; After all prroposal-s not requested Ear nork-consideration are opened and publicly reAd' aloud, the prcposaL.ls for which ne—-consideration r6guesis have been prop5!rly filed TAX, at tde option lof the Ownit r, be 'returned C2-;7. 9 TELEGRAPHIC MODIFY-CATION OF PROPOSALS: Any bidder may y' hipi oposal telegrap 'at a c commu �.catti n. 'at time prior to �_he time aet fbr opening proposals, provid'd suc-h telegraphic communication is received by the City Manager prior to the sa*4 pmposaj opening time, and 12rov-1ded xiurthdri that. the. City Manager. i.s ssti-af i d that a wi`i tten -a.n-d duly a6th nticated ccnf irmat-ion of such telegraphic communication over tbd signature; of the" bidder was mai led . p,rior to the proposal ap641ftg time. If such confirmation is not received within forty-Leight {44.) hpurs often the proposal opening timer no f)fthcx consideration will be given to the proposal, M-2. 10 PUBLIC OPENING OF PROPOSAL: proposals wrhich1have -been properly f'! ed aR for Which ao "Non-cons-ideration" 'Reqs 1eAt" h,as b'een -received will be publicly ope.aed and read aloud by the City kanager or his authorized repr.ese.ntative bLt the time anal . Olace ihdicated in �tbe "notice to bidders." All pr oaala %ftiia'h havre b6en opcni�d and read will remain oh file wl, h the Ownex until the .coftract has been awarded. Bidders or their au610i-3u &-, re zeseit.atLves are invlted to 'be present for the opening of bids. 0-2. 11 IRRMULAR PROP09 S: Proposals shall be considened as a ng '�Irre u ar" if Fhey s ow any emissions , alterations of form, additions , or conditions not called for, unauthorized alternate .bids, or irregularities of any kind. However , the C2-2( 41 i bwnar reserves the aright to waive any and all irregularities and to uiake the award of the contract to the best interest of tb,� City. Tendering a proposal atter the closing hour is an irregularity which cannot be waived. C2-2 . 12 - DISQUALIFICATION 0-F BIDDERS : Siddei7s may be di5ClQa1if ied and their proposals not can s idered for any of , but not limited to, the following reason: a_ Reasons for believing that collusion exists amcAq b iddiers, b. Reasonable ground's for believing that any bidder is i_iaterestea in -more than one proposal for work contemplated. C. The bidder being interested in any litigation against the owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d_ Trio bidder being in arrears on any, existing contract a-r having defaulted on a previpns contract_ e. The_ bidder bating performed a prior contrast in an Tansatisfactory manner. . f_ sack of competency as ravealed by the financial statement, exporience record, equipment schedule , and such inquiries as the Owner may see fit to make. g . Uncompleted work which , in the jtadgment of the Owner, will prevent or hinder the prompt completion of additional. work .if awarded. h. The bidder not filing with the owner , one week in advance of the hour of the opening of proposals the f0110wing: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Tust.ructious. 2. A current experience record showing especial) the grojents of a nature similar to the one under consideration , which have been successfully completed by the 'Bidder. 3. An equipment schedule &bowing the egtiipment the bidder has available for use on the project. The Hid PrQpcsal of a bidder who, in the judgment of the Engineer , is disqualified under the requirements stated herein, shall be sat aside and not. opened. C2-2 (5 ) FART C - GENERAL CONDITIONS C3-3 AWARD AND EYECUtION OF DOCO MfENTS SECTION C3-3 AWARD AND EXECUTION OIC` V0CbM' E1gTS: C3-3 . 1 CONSIDERATION OF PROPOSAi s Auer proposals have been opened and xead aloud* the proposals vi-.11 be ta4ulate!d ars the basis of the quoted prices , tete gnantities shown in' the proposal; and the application of such 'formulas of o.tber methods --of bringing items to a gommon basis ad May he established in the Contract bo �truer�ts. 'the total obtained by taking the sum of the products o€ tzoit prices .quoted and the estimated -quantit,ias plus any lump sum items and such ot,hei� quoted amounts as may eater into the cost of the completed project will be considered as the amount of the bid Until the award of the contract is made by the Owner, the right will be reserved to r'eject any or all proposals :and waive toohnicalities, tlo re--adveTtise for new proposals, or to proceed with the work in any maanar as maybe considered for t-he best interest of the Owner. C3-3 . 2 - MINORITY' BUSINESS ENTERPRISE WOMEN-.OTi kSD BUSINESS ENTERPRISE COMPWANCE: Contractor. agrees to-. gr.ov de to Owher, upon req�e.st , complete and accurate infarm4tion regarding actual work performed by a Minority Rusiniss Enterprise (MBa ) and or a a woman-owned Basiness Enterp'rise (WBE) on t-hb contact and the payment .. therefor. Con trisetor. k:drther ..agrees, up-onr-equest by Ownex , to , allow and. audit and/br an exaitination of any books, record, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WHE. Any material misrepresentati-on of a-a nature will be grcurids� for termination of the conti:act- aid for initiating any action under appropriate federal , state ar Local laws and ordinances relating to false statements ; further., any such misrepresentation may be grounds for -dis'qualif ication of Contractor at Owner ' s discretion for bidding. on future Contracts with the Owner for a< period of time at nA less than six (6 ) inonths. C3-3_. 3_ EQUAL EMPLOYMENT PROV1$IONS= The Contractor shall corupl.y with- Current City ordinance prohibiting discrimination in employment practices, C3-3 (1) Thi Cantxactor shall post the required notice to that effect on tltc- pr6ject site and, at hi.s request , will be provided assistance by. the -City Of Fort Worthlg Equal Employment officer who will refez any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3 . 4 WIT"RAWAL OF -p-ROPOSALS: After a proposal hes been read y t a Domer i canx of bn withdrawn by .the Di"pr -within f r z r (45, 4 dayhs�" datW om-- which the. p.rop-.o_ Als arere opei��d. C3-3 .5 AWARD OF CONTRACT; The Owner reserves the xight to withhold nal action on the proposal,5 for a .reasona42a time, not to exceed forty-five ( 45 ) days after the date of opening proposels, a:nd to no event wil:1 an award �Pc made until after investigations have been made as to the respvi�fiblllty of the pr6po'sed award6k�. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the . contract shall not become effective until the owner has notified the Contractor in writing of such award. C3-3 . 6 RETURN OF PROPOSAL, SECURITIES : As soon as proposed Fr—ice totals have been determ na-d or comparison of bids , the owner mag, at its. discretioin, raturi� theo ..propsii3 security iibh accompanied the proRosals irhlch, in its judgment, wo"ald not' - by considered for the award . All oiher' proposal secfaritiezi_# usually those of the th-zee lowest 1�ddcj-ors , will be retaihed by. the ov ner until the required contract has 'been executed and bond fu-rnished or the owner has otherwise dispov&d of the bids, after which they will be r.et-urnda by the City Secxetai� . CJ-3 .7 BAND: With the execution and d6livery of the Contract Ddcvments j. the Coptractor shall furnish to, and f i].e: with the owner in the amounts herein requiredk the following bonds; a. PERFORMANC-E BOND : A good and suff icient ped ermancr bond In n amo-ant Aot lesig than 100 perci�tat of the amount of the contract, as evidenced by the prop,oaal .-tabulation or otherwi-Ma , guaranteeing tete full and faithirul execution of the work and performance of the Contract, - and for . the protection of , t'he" Owner and all other peroons agatast damage by xeason of negligence of the Contractor, or improper execution of the work or the use of inferior materials . This performance C3-3 (2) bond shall guarantee the payment for all labor, m,ater:ials, equipment, supplies , and services used in the c6nstruction of the work, and sha11 rewain is full force a-nd effect anti-I provisions as abr'.ve stipulated are accomplished and final payee-sit is made on the project by theCity- b. MAINTENANCE BOLD : Afood anA suff-icio atr maintenance blind, in the amount of not less th.an 100 percent at the amount of the r-ontract, as evidenced by the proposal tabulation or O'th'erwise , guaranteeing the prompt , full red faithful performance of tete general guaranty which is set forth in paragraph, CB-8 ,10. C. PAYMENT BOND: A good and sufficient payment bond, in an amo'ant not less than 100 percent of the amount of . the contract , as, evidenced by the proposal tabuiatien or otheKwlsa, guaranteeing the prompt, fall and faithful payment -of All claimants as defined in .Article 5160, Rev-Lsed ,Civil Statute.s of "texas , 1925 ,. as amb!nded by Hoose Bill 344 Acts. 56tHLeigislatud�re, .regular Session, 1.959,, -effective Ap�..i.1 21, 1959 , and/or the latest version thereof* t supplying labor and materials in the .p>±osecutibn cf the work provided for in . the contract being constructed under these sp-ecification' s . - Payment BoAd shall remain in force until all payme-ats as above stipulated are made. d_ OTBEE HO GS : Such other blinds as May be req' aired by these Contract Documents ,shall be furnisher) by the Contractor.. No sureties will be aoicepted by the Owner which are at the time in default or delinquent on any bonds pr xfhich ace interested in any litigation against the owner, 1411 bonds shall be made on the forms f4rni8hed by the Owner and shall be executed by ars approved surety company ffoing business iri the City of Fort Worth, Texas, and which is acceptable - to the ownet. Dn order to be acceptable, the name of thi surety shall be indluded on the Current. U . S . Treasury lest of acceptab-le sureties, and the .amount of bond written by any one acc.eptahle' company shall not exceed the amount shmrn o❑ the Treasury list for that company. Each bond shall be. properly executed by bath the Cpntractor and Surety Cc6npany. Should any surety on the contract be detenaijigd tinsatisfa6tory at a.ay time by the Owner, notice will bd given the Contractor to that effect and the Contractor shall immediately provide a C3-3 (3 ) mew surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties , As requiredt have qualified and have been accepted by the Omer. Tha contract shall hot be operative nope will any 'pa' y c-nts be 11�e or paid until apgiaval of t.6e bonds by the Owner. C3-3 . 8 EXECUTION OF CONTRACT: Within ten (10) days after the owniF has resolution, or otherwise, awarded the contr&at�; be CorrtrAttor ih*ii execute and file with the Owner the C66,'fi icf_- -ana."su&h bon 's 's shay be regufr�d in the Contract �acuraen��. No Contract shall be binding upon the owner until it has bean attested by the City ecreta_ry , approved as to form and legality by the City Attorney, and executed for the owner by either the Mayor of City Kin-ager- C3 -3 . 9, FVILURE TO EXECUTE CONTRACT: The failure of the Away es .to a-k6cute the required band er bonds or to sign the regn.ir��d contract within ten (10 ) days after the .contract is awarded shall be -considered b� the owner as an abandonmeht of his grdposall and the Dernier may annul the Award. By reason of the uncertain.tk o 'the market prices of materkai aad labor , and it being impracticable and difficult to. accurately detormlrse- the amount df damages occurinq to the Owner by reason of said awardee'-s failure to execute said bonds aad , contract vitbih ten UO ) days , the 'proposal security a8c6mp-anging the proposal shall be the agreed aniount of damages which Omer will suffer by eason of such failure on the part of the Awardee and shall thereupon immediately be forf sited to the Owneri The filing of a proposal will be con6idered as an acceptance of this provision by the Bidder. C3-3. 10 BEGINNING WQPLK4 The-Contractor shall not commence Work tntzl apt o iae ira writing to do so by the birber .. Should the Contractor fail, to cnmrnence woi i o k atthe site of the project within the time Stipulated i-n the written authorization usually tergled the "Work Order" or "Proceed Order" it is agreed that the S.uraty* Company* vrill , within teh ( 10 ) days . of ter the commencement date i5et fortYr in Such written authorization, commence the physio executiomu of tbd C3-3 . 11 INSURANCE:: The Contractor shall not -commence work under this c6ntract until, he has ohtai-ned all the insurance ,reqs f red under the Con tract bacuments, and .such insurance has been approved by the D"er . The prime Contractor sball he responsible for delivering to the Owner t-he sub-contractors ' C3•-3 (4 ) certificate of insurance for approval . The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors . It i5 the intention of the Owner that the insa ranee coverage required herein shall include the coverage of all sub-contractors. a. COMP.9NSAaTION INSURANCE; The Contractor shall maintain , during the lime of this cont�ra.ct , Workers " Compensation Insurance on all of him o'mp.loyees to he engaged in work on the project under this contract, and for all sub-contraetbrs. In case any class cf employees engaged in hazardous work on the project under this can�raet is not projected under �hq Workers ' Compansation Statute, the Contractor shall provide adegi3ate employer "s general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GBRERAL LIABILITY INSURANCE- 'Phe Contractor shall procure a;rz.d shall maintainduring the life of this co,ntraet Contractor ' s y Comprehensive General Liability lasuarance (Public Liability , and Property Damages insurance) in an amount not less than $ 500 , 4.00 covering each 'oc-currenc.e. on account of baclily injnry, including death, ain$ xft an amount not less than $ 500 , 000 covering each occurrence on accolint of property damage with $1 ,000paOo umbrella policy coverage. c. ADDIT.IONAZ LIABILITY: 'The Contractor shall furnish insurance as separate policies or by additional endorsemant to one of the above-mentioned- policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Co-ntingent Liability ( covers General ontrapt.o.r ' s Liability for acts of sub-contractors) 2. Blasting, prior -to aay blasting being dome. 3. collapse of buildings ar structures adjacent to excavation ( cif excavations are to bee performed adjacent to same). 4 . Damage to underground utilities .dor $500, 400 . C3-3 (5 ) 5. Builder's halt (where above ground. st-tuctures are involved) . G . Contraatua . 1 Liability ( .corers all inaemnificatioxi requirements of Contract) . d, AUTOMOBILE I N 9URAN CE - BWILY- IN.URY AND RCPRRTY _ p GE; The C9ptra for shall procute and mainta-G ui rxth � li Fad •tris: cntrai�w;• Cmx� kxflsiv �utbm( 6i`ija Liabilitp. insurance in an ' amount no less than $ 25.6 , 000 fvr injuries_ including accidental deeth to ars one person and subject tO the sane limit for each person an an%ount not Lass than $500 , 000 on account of one accident , and antomob:i le prDper-Ly clamag.e Insurance in an amount ho.� leas than $100, 000 t�. SCOPE OF I19SURAkNCE AND SPECIAL, HAZARD? : The insur.ancp requ rad dndsr the abo%re. paragraphs small Provide adegaat6 protectibrr for the Contractor and his sub--cbf,tractor.s , respectively , against damage claime which laa ar-ise from operations under this contract, whoth6r such Operations be bY the insured or by anyone directly or indirec-tlY emPlayed by him, and also agAlnst Any 01 th.e f611-aging special. � hazards whi.ch may be encountered in the performance of the Contract. VROO OF CARRIAGE OF I SURANCE: The �ontractrsr ' shaa11 fnrn,xsh the owner with satiafactor!+ proof of coverage by insurance tequired in tbesd Contract Documents in amounts and by carriers satisfactory► to the Owner . (Sample attached. ) All insurance ruirements made upon the Contractor small apply to the sub-contractor , . should the Prime Contractor ' s insurance not coven the suh-cantracter' s work operations. g_ -LOCAL AGENT -FO INSURANCE AND BONDING : The insuranca and bondixig companies with wham the Contractor ' s insurance and performance, p,ayrnent, maintenance and all -snch other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3--3 {6) City of Fort Worth, Tarrant Co-t rnty, Texas . Each such agent shall be a duly qualified, cne upon whom service of process may be had , and _must have auth-crity and power to act oil behalf of the insurance and/or bonding c`ompan.y to negotiate and settle with the. City of Fort Worth , or any othek claimant, any claims that the City of Fort Forth or cthor claiman.t �or any property owner who hast been damaged , may have aga iDst the Contraptor , insurance , and/or -bonding comp-ar5y. if the _Local lnsuranc� repr"antative zs not so empa�,rsred by the insurance or bonding companies, then such authority must b-e vested in a local agent or claims affi.cE�r ,re-siding .in the M.etropl.ex, the Fort Wprth-Dalla$ area . 'The name of the agent or agents shall be set forth on all of sacs bonds ar}d cert-if i-cates of insurance, .c3-3 .12 C{}t4TRACTORI S. OBLIGATIONS: Linder the Contract, the Contractor shall pay. for all materiails' , labor and services when due. 3:-r3 . 1I .WEEKLY PAYROLL: A certified copy of each payroll d6ver--ing paymeat .of wages to all person engaged in work .on -the project at the slits of the project shall be furnished to_ rthe s Ownerrs represe.ntatzve within seven ( 7 ) days after the cloa_e "of each payroll period. -A copy or copies of the apglic�able minimum wage rates as set forth in the Contract Documents shall be crept posted in a consgicuaus place at the site of the project at -all times during the course of the Contract . Capias of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of theme Contractor. C3-3 - 14 CONTRACTOR'S CONTRACT AD14X ISTRATION: Any Contractor, w_iethear a per_50n , persons , partnership , corripany , fix-m , association , cozpotatioa or other who is approved to do business with and enters into a contract with the City for construction of water and/or unitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area . The Contractor shall charge, delegate, or assign this office {oar he may delegate lois project Superintendent } with full authority to t>nazsiact i lil business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whither it be, administrative or otherwise and as such shall be empowered, thus delegated and dircc;ted, to settle all material, labor or other expenditures, all claims against the work or any other C3-3 (7) matter Associated such as maintaining adequate a.nd approp-tiatec Insurance or security cavo-rage fdr the project. Such Local authority. for adminis.tra-tion of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the CoatrActar I s- prineilial 'bare of operations be other. tt acri in the Fart Worth-Oil l�s _metropo]�itan area, motif icat10n lot tete €sntraatorr-I V a�ssf nJ6_-.Wt a:f shall bl�E Dade, inwriting �# the Erigirieer .ia -advance of ,tn� work on the praie�t, all- appf6.pr.iatel tcjttec3 ' rxd sealed, -awapplicable, Eby the ConLrActor ' s responsLble off iters with the vndar-standing that this written aa.4ig emt of authority to a 166x, L repre:Sentative shall �be me pab-b of the pi oject Contraiat as thcragh bound directLy into the project docuinents . The intent of these rsgairements ie that al-1 Matters. assooiated with the Contractor ' s administration, whothar it be oriented in furthering the work, or other, be gbv4�rned'..dirert by local authority . This same requitew nt ib imposed .on' iiit's.urande Arid surety coverage. Should the nttactorts local reprosefttat Ve fail to perform Lo the satisfaction of Engineer, 'the Engineer, at his sale discretion , may deman-d'_- that s_.uch local r pre entative be replaced and t"ho Engineer essay, at his iole di!%crP_tiO-n , atop all work until' a new ' local authority O-atis-factur to the the Engineer is assigned . -No credit ..6f W-prkIn-4 tip will be' for periods in which work stoppages are in effect for this xeason. .C3-3 .,15 VENUE : Venue of any action 14ereainun-der Shall b-e exclusively in Tarrant County, Texas C3-3 (8 ) PART C - GENERAL CONDITI, C4-4 SCOPE OF WORK SECTION C4-4 SCGPF- OF- WORE C4-4 . 1 INTENT OF CONTR;LCT DOCUME TSs it i-s the definite me do of these Contract ]ocUmentr. to provide for a complet'a, useful project Which the Contractor undertakes to cv1i9t'"ct -or furnish , x,11 in full ccmpl:iance with t'be requirembnts and intent Of the Coatract -Documents-. it Is definit'elun�lears oad that the Contr&ctar zhall do all work as pr ided'. for in the ontract cuAents, steall do all extra or .spe iia 40rX as may he considered by the Cm-ter as necessary to complete - the project in a satisfactory and -accepti<ble mannar. ,phe Corttractor shall, lnnless otherwise specif icall. stated in these contract Documentst futnish all labor, tools, materials , mathinery, equiprusat , special services , and incidentals necessary to the pr'osecuti6n and completion of the project. C4-4 . 2 8.PE IAL PROVISIONS : Should any work or conditions whieh are not th8roughly and satisfacto.r'fly stip-ulated or c6veked by Gofteral or Speclal ConditiOD8 of these Contract Da_a-ments t�e ahticigated; or should there ba.,any additional proposed work which is no.t cov.ered by these Contract= Documents, 'then "Spec'ia, Fro�risioxts" ca.vsr.iag .411 such work will he prepared by the Ow-ner. previous tO the tims of receiving bids or proposaln for 911ch work and furnished to the Bidder in the form of ,addenda. All sizch "Special Provisions" sbail be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4 - 3 . INCREASED .OR OECRFASED QUARTITI S: The owner reserves the 'kigbt to alter the quantities Ot the work to be performed or tQ extend 'or shorten the improve3gents at any time when and as fouocl to . necessary, and the Contract6x shall perform the work a& 'altered{ increased or decreased at the unit prices . Such i actease-d or decreased quaittit ' shall not. be more than 25 percent bi the contemplated quantity of s4eb i.-tem or items . Wbett such changes increase or decrease the origin-a1 quantity of any item or items of work to be done or materials to be furnish6d bg the 25 percent or mores then either party to the c-ontract shall upon written request to the other party be entitled to a revised con.si.deration upon that portion of the w'Ofk above or below the 25 percent Of the original quantity stated in the proposal; such revised consideration to he determines by special agreement or as hereinafter provided for "Extra Work. " No allowance mill be made for any changes in anticipated. pr-01itsnor stall such changes be considered as C4-4 (l) waiving or invalidating any conditions or provisions of the Contract Documents, Variation8 in quantities of amnitary serer pipes in depth categories, shall be interpreted her.ein as applying to the overall quantitier, or sanitary sewer pipe in each pipe size, but pot to:. the various depth categories . SCA!' A ME N,,0E--CONTRKM. ..go ur+7z=: Chan$el. Owner reservers- tha r ght to make such changes in the Cdn fact Documents and in the character or. quantities of .the tirark as may he neimssary or desirable to insurO, completion Xn the' *Opt satIgfactary manner, provided such cbangeg do not cr matlally a],ter the origiail Cvbtra t Doc-aments or change tk_c gen-eras, nate,re, of the projen,t as a whole. "Bucy changes shall np.t die considered ars wai.vin.g or invalidat "q any cjbnditian oar provision of the Contract Documents. C4-4. 5 - IkAA WORK: Additional work made necessaxyr by, changes and a terataons of the antraEct Documents or of gahntities or for other reasonn fcr whiob no prices are provided in the contracli Doc.umenta, 6hall ,be defined as '"Ext�ca. Work"- an.d ahAll be perldr-med by tho Cgntractor -in_accordapb-e ,with thdk& Contract Documents or approved additiono thearetq; p ovided; however, that before any ektra wbik is bdq in a "Cha ngA Order" ShAll he executed or written order issued by the . own ex. to do the work for payments or credits as shall be dttermined by axe or more .coinbinat-ion c the following methods: a. unit bid price previously ajiproved: h. An agreed pump sum. c, The abtual reasonable cost of {11 lhb4n3r, ( ) rental of equipment used oil the extea work for the. time ao used at Associated General Contra tors !,6i America current equipment --rental rates ; ( 1) ,�tatpria�.s entering permanently into the project, and W actual cost of inaurande , bondg-, , and social security as det&tzined by the Owner{ plus. A fixed fee to b�e agreed up6n but not- to -e ce6d -10% of the actaal cost of such ektra. *wrork. The ,f ixed fee is nLo to include any , additional profit to the CbntrErctbr for rental. of egiiipment owkied by 'him and used for tie extra or,%. Th6 fee shall be fall a-rid coniplete cc-mpeas.ation td cover the cost of superintendence, overhead, other ,pro�it, genaral and all other - xpense net included in (1 ) , { 2 } , ( 3 ) x and M abbve, The C.orstractor shall ' keep accurate cast records oh the form an-d ifi the method C4-4 (2 ) suggested by the Owner and shall give the O+wmer access to all accounts , bills , vouchers , and * records relating to the Extra Work. No "C'hange Order" shall become etfective until it has been approved and signed by each of the Contracting parties . No claim far Extra Work of any kind will be allowed unless order-6d in Writing Yay the Owner . In r_ase any orders or iustr ct�ioins, 4 tthear .Aral or Vtitt6n, appear to the Contractor to inuolvs. Vx-tra Work for whih he should receive compensatid-A , he shall- make- arritte.0 reguest to the Engineer fof written ordera authorizing such Extra Work* prior to beginning smch work. Should a difference arise as to what does or dries not canstitute. Extra Work, or as to the payment thereof, and . the -En ' iheer insists. upon its performance, the Contractor shall pr-9 'd with the work after making written request four written orders and shall beep an accaxrate account of the actual reasonablO- cast thereof as provided under method ( Item. C ) . Claims €or extra work will not be paid UnXess ,.the Contractor shall file axis claim with the Owner within five ( 5 ) days before the trine for mak-ing the first estimahe after. such work i is done and anless the claim is supported by satls-factozy vouchern aad certified pay-rolls covering all labor and R materials expended upon the said k tars Werk. The Contractor shall furtrish the owner such installation records of All deviations from the original Coht-ract Documeats as may. be necessar�r to .ehaSale the Owner to r�epar for p�rrrAnent record. a corrected s-et- of plates showing the actual i�natallat.iora. The compensatiOn agreed upon for 7extra work' whether or not iniitiated b a .1ch-ange- order ' shall bre. a full , complete ani final payment for: all costs Contractor incure as a result or re-lacing to the change or extra work, whether said costs are known{ unknown, foreseen o.� unforeseen at that time, including without limitation, any costs for delay x extended overhead ripple or impact cost, or any other 6-ffect on changed or unchanged work as a result or the change or extr4 work. O4-+4. 6 SCUEDDLE OF OPERATTONSt Befor6 commeacing any work under this contract, the Cdntractox shall submits to the Owner and receive the Owner ' s approval tih!�reof, a "Schedule o� Operations , " 'sh6wing by a straight lutea method the date of c bmmellcinq and -finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. Thera C4-4 (3) shall be presented also a composite graph showing the anticipated progress- of construction wit4 the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on d-1 O 11" sheets and at least five hiaclk or blue line prints shall be furnished to the Owner. 4 -4. 7 PROGRESS - S0HEDULES FOR WATER .ARD- SEWER PLANT # uisx: tin0.}- da s�=g o.r to• subm -s s i our=v f rpt moae-hly. progress paYmerit# the- Contractor shall prorate and submit to the Q%m-ar for. apgk oval s;i x copies .q E. the sche-dule in which the contractor proposgs to carry on the work, the date of which he will start the sever--al major activities ( including procurement of mbLte-riai.sr plan-,5;# and egviprment) And the contemplated dates for complating. the same, The schedule shall be in the farm of a time schedule 1tritical Path Method (CPM) network -diagram. As the work progresses, the C6ntr.actot .shall enter on the diagram the actual progress at the encs of each partial pa meat period or at such intervals as Airected -by the Emgineer. "rho Contractor shall also reprise the aahedul.e to reflect any adjustments in contract time -approved by the Epgineer. Three i6apies of the updated schedule- ='sba.lI be delivered at such intekvals as directed 6g the Owner., As a minimumr the constrrmtion schedule sba.il incorgvrate all work elements and activities indicated in the pr6Posal and in' tha technical sp ifications. Prior to- the fina.1 drafting of the detailed cQnatructi,ou schedule, the Contractor shall revi6w. the aft schedule with the Engioeer to ensure the Oontractor ' s ttridorstarxcizng of the contract requirements. The following gui-deli nes shall be adhered to in gx•ei3aring the construction schedule; a. Milestone slates and final project compleHon dates shall . be developed to conic' r'M to time constraints , sequencing requir-ements and completion time, b_ The con--truction pror-ass shall be divided into activities with time AuratiOns Of approxivatel.y fourteen {14 ) days and construction values nOt to exceed $50 , 000 . Fabrication , delivery and submittal activities are excegti,�,ns to this guide],i��. C4-4 ( 4) c. Dtur-ations shall be in caje€sdar days and normal holidays and weather conditiono over the duration, of the contract sham be accounted for within the duration of each activitY. -d. one critical -path. .:sha.11 be -shown on the canstrUc�ioA schedule. e. FI-oat t-.rne is defined as the amo.umt of ,;X':me { between th8 earliest start date . aad th, i- s.t-art data of a chain of ac•t'ivitl.p-s. of corxstr ction sche uie. Float t�jne is n-at--G£or 46 exclusive use oe benefit of either the e6nt=Tactor or the 01mer. f. Thirty days shall be' used for submittal ret*z�ta 1 uhlesa otherwise specified_ The co-natruction schedule shall as - a minimum be d v ded into general categories as indicated iri t<-he- Proposal-: and .Te6finical Specifications and eaoh general gat.eLgorp 4hajl . I;P, broken clown into activities in enough detail to . achlev,p. activities bf approximately fourteen (14 ) days duration. For each gerteral category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. Foy each of the trades or subcontracts , the construction i schedule shall indicate the f llowiug pr-ocux-ements , construction arid preacceptance activities and events in - their logical sequence for equipment and materials, 1. preparation and transmittal of submittals. . Submittal review periods. 3. Shop fabrication and delivery, 4. Erection or installation_ 5. Transmittal of manufacturer ' s operation and maintehance instructions. G. Installed equipment and materials testing. 7. owner's 6peratar instruction ( if applicable) . 8. Fina1 inspection. C4-4 (5 ) 9 . Operational testing . 10- Final in6pection . if , in the oppi; 'io k of the Own r ,- 'workaccomplished falls behind that scheduled , the ontraot-or' shad -take such action, as necessary to improve his progress. In addition, the :f nor_ may- ;��, ve, a inthin Can-tra-tor, to -. submit• -a iP-v.is-ed s63t. u -A.bsu& , a{t~ IT..—h-s '-j?rai4t-aiik-and .0i4d1sed jPlan , to mak =tip .a di al L3,r6grebk,:.-and, to maitre dbmpletion of :i the work within the can#.�a.ct' t;im*-- : I thr- Ow ner finds the' ro�e���€� urian it-a.t acce'�table , he may isq:uire the Contractor td inc-cease the work forcef -,axe abns-t,rtgtion plant and equipment, the number of work shifts or the overtimd op�!ratiohs ,without additiohai cost to the OiTnex. Vailure of the Contractor to comply with these requireme,nts shall':be considered gtipunds for, by the -Ovt-ner than; th-e Contractor is fa-iling to prosecute the work -with sudh dlligenae�- � �, will insure its -coiipietian withirk the- time Spec-.f ied. C4-4 ( 6) PART C - ENERAL CONDITIONS C5-5 CONTROL OF WORK AND MA RIALS SECTlow C5-5 6ONTROL (jr WoRK AND MATERIALS C5-5. I AUTHORITY _OF SENO)[14EERs The work s;hA .l be performer) to the sat faction 6f _the Engineer ,end 3a strict compl. Ance with the Contrapt Documents. . _ He shall decide all questions vhi&h arise as _to thap quality and acceptability of materials furnished , work performed, rate of progress of 'tbe work, overall sequence of the 'construction.,' ai.ntorg]ce-tabun of the Contract Documents , acceptable fuifillmeOt of the contract, campeftsation ' mutual rights bet�?eE�n Contractor and Owner under the9a Contract Documents, supervis-ion of the work, zes-amption of operations, and all othPU ques�i.o>js or disputes which may arise . Engineer will not be respoftsible for Contractor ' s means , methods , techniques , ay�}que[�ces or, proceMir6s of construction or the safety parecaution and programs irwideut thereto, and he will nqt he responsible f o.r Contractor * s failure to perform the work in accordance with the contract d oovme€�to. He shall determine the amount and qualitp Of the wo'rk completed and materials furnished , and his decisions and estimates shall be final. Eis estimates in such ,event shall be a QO-Adition to the right of the contractor t9 receive money due him endear the Contract. The Owner shall have executive authority to anforce and rrnake effective gush necessary decisions and orders as the Contractor fails to carry 01-It promptly. In the event of any dispute betygeen th'e EraGg3neer and ,r,ohtra-ctor over -the der-isiori of the Engineer on -any such ifiatters , the Engineer must , oithin a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor , a writt6n decision on the matter in controversy. C5-5.2 C014FORMITY WITH PLANS: The finished project in all cases shall coD.form VItn 1 nes , graces , crass-sections , finish , ara<d dimensions shorn on the plans .or any other >ro uiremants otherwise described in the Contract Dvcoments . Any deviation from the approved Contract Dbcwwnts required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the ownez by Change Order. C.5=5 . 3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several. sect ons , which, taken together, are intended to describe and provide fog a complete and useful project, and any requireinests appaaring in one of the sections is as binding as though it Occurred in all sections. in case of discrepancies, figured dimension shall govern over scaled dime-nsigns ; plhMs shall govern ager specifications, special condi.tiohs shall govern over general con-aitions-an stax der np cif arations,-; - aq�t n tie ,.stiowm on this plans i0ialI govezn ovex those shdsrn in the prop.osgl+ The Contract�'r sh-alL not take advantage of any appdrent error or omission in the Contract Documehts, and the owner shat-1 be permitted to make ggch ccrrect�ans- or i.nterpretativns - as may .be deemed nece9tary for the. ful:fillfiLent of tete int'idt of the Contr.adt DOG'Ments . In -the eva t the Contractor d.is-covers an apparent error or discrepancye be shall iminediatPly c*11 this cvondition to the attention of the Engi*eer. Ire the event of a conflict in the drawingp, specificaticn8, or other pnrtions Of the Contract Documents which were not reported prior to the award of Contiact, the Contractor shall be deprni-_d to -have quoted the most expensive resolution of the conflict, C5r5 :-4 COOPERAT'IQN OFCONTRACTOR.- The Contractor will be a _its . of the Contract Documents aria steal have available on the as off' e grnje as all times one set f of such Contract Documents. The contract shall give to the sgork the constant a,tte-nti-Ort necesaary to facilitate the progress ` thereof an-d shall Cooperate with the Engineer, his inspector , and other Contractors in even posail-Ae way. The Contractor shall at all tilnes have competent personnial available to the project site for groper performance Of the work. The Contractor shall provide and maintain at all times at the site of the pioJect a competent , English=speakimg s tpo_intez2dent and an assistant who are fully autUori zed to act as the Contractor ' s agent on the work-. pinch S.Uperinteaaent and his assistant shall be dapablhe of readi-ag and understanding the Contract Documents and shall receive and fulfill instructions €nom the owner, the engineer f or bis authorized representatives . Pursaant tb this resPOnsibi:lity of 'thy Con ritotor, the Contractor shall designate in writing to the-'-p.��Oliact supe-rintendents to act as the contractor ' s agent an the work. Such issist,ant pro ject- superintand6nt shall be a resident of Tarrant County, Texas and shall be subject to call, as 1:6 tato project Super irLtenden t, at any time of th-e day or night on- any day of the week ori which the Engineer detez- sines that circumstances require th6 presence on the project site of a representative of the Contractor to CS-5 (2) adequately . pzovide for th.e Safety► or n.onveni:ence of the traveling pablie or the , owner-s of property across which the project extends or the safety of frapertY contiguous to the projet routing. The Contractor shall provide, all facilities to enable the Engineer and his inspector. to examine and in_qpmct the workmanship and materials ente-ring .into the wGrk, C5-5 . 5 EMER EUCY AJ4D QR RBCTTF1CAT1Q1i WORK: When , . in the opinion of the Owner or Engimeer, a co d.ition of emergency exists related to any part of the work, the Contractor, or the Cdatractor- throdgh his desighated representative , shall r-espond with dispatch to a verbal request madci by the Owner or Engineeer to alleviate: the emergency conaitip-n : Sac a response shall occur, day or night , whetter -the project is oohedulea on a calendar-day. -or on a,. working-day basis. Should the Contractor fall- to respond to. a request from the Engineer torectify any discrepancies , omissions , Or corrections necessary to conform with the requiremeAts of the Pr6ject specifications or plans , the Ehgineer -shall give the Contractor written notice that snrh *sorb or oranges are to be performed. 'the written notice sha.Ll direct attention to the f discrepant donditioft and request the oatractor to taro remedial action -to correct the condition. . In the -evant the Contkac for does Trot 'take pas i ti vO steps to fulf ill this written request, qr 3aes not show just daqse for riot taking the pr:opeir aetidbo within . 24 hours , - the City may tape .such -reTiadij; l action with -City forces or by contract . The City shall then deduct an. amount. equal to the entire costs for such remedial action plus- 25%-, from any fund-5- dine the Contractor on the- project. C5-•5 . 6 . kJEED OFFICE: the Contractor shall protide, at rio extra cpmpen!iat on,_ an adequate .field offic-e for use of the Engined-rF if specifically called for. Thi2_- f.ield office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated , .air pond-itfoned, lighted, arra i+eather--proof, so that dacument� will not be damaged by the elements . C5-5 :7 CONSTRU&ION STAK56: The City, through its Engineer, will furnish the contractor with a . IAnd waa remen si o e ro er prosecution and control of the. work contrac _ or .ender these on ract D6cszm6n s , i"nes, es and mea sui emenfi_wTT1_be-established by means of stakes or other customary method of marking as may be found consistent with good practice, r t5-5 (3 ) These stakes or markings shall be set sufficiently in advance of constrnetion operations to avoid delay . Such stales or tarrkings as may be established for the Cofttractor ' s use or guidance shall be preserved by the Contractor until he is authorized by the Zngineer to re=ove them. Wheneber, in the opinion of the Enginae r , any stakes or markings have been careiessly or willfully destxoyod, diatusrbed4 or removed by the Contractor . nr any of- his eaxoloyees , the full coot of replacing such stakes or marks plus 25% will he charged again theF-Cbirbraetor arid+ th- --±Wll amount vtll be deducted from payment due the. Contractor. C5- 5 . $ 'AUTHOPITY ARD DUTIES C7 CITY INSPECTORg : City Inspectors wi1L -be _author z4�!d to aspect a 1 work .done and to be done and ,all materials furnished. Such inspection may ,extend to all or� "y part of the wq:�k, and .the preparation or manufacturi.sg of thJ6 materials to be used or �qufpment to be installed. A City Inspector may be stationed on the w6-tk to r'eport to the Engineer as to the progress of the wcxk and the manner in 4hlej it is being p farmed, to rsport any evi-dence that_ tine materials being furnished or the Work being per by the Contractor fails to #infill the meo re4uirents f the Contract Do-cuments , and to call the attention of th6 Contradtor to any su'Oh fa lur.e or okber infringements. Stroh inspectio-n or lack of inspection will not relieve the optractor from any ,obligation to parforia the work in accordance with the requiretents of the Centract Documents. In case of any dispate arising betwebb the contractor and the city •Inst-Ctvr �a as to the at�irials ar bquipme:nt furnished or t ie tkinrier of performing toe wort, the City nspeotcir will have a'uthorit t-a reject mateii.als or equipment to suz;iend work WItIl the question. at is-sue can be refereed to and ba det:ided by the Engineer . the City Ityspect r 'wiil not{ however, be authorized to revoke, alter, enlarge, or release arty requirement Qf these Cath-ract Documents, nor to approve or accept any pottion. or section of the work, nor to issue any instrurtigns uctntrary to the requirements of the Contract Doc.um,ents . He will in no case acct as eupdrintenderst OZ_ foreman of per£cyrm any other dutles for the Contractor , or Interfere with the management or operation of thework. He will not accept from the Contractor any compensation in aMY form for performing any dtities . The Contractor shall regard and obey the directions and instructions of the City Inspector or. tug eer_- Wh . the same are consistent with the obligations of the Contract Documents , pr vidcd, however, abould _the Contractof abject to any orders. or instr>Yctiorle of the City Inspector,, the Contractor may within six days make' written appeal to the Engineer for his decision on the matter in controversy. C5-5 (4) C5-5.. 9 INSPECTION: The Contractor shall, furnish the Engineer vrith every reasonable facility for ascertaia.ing Whether or not the work as performed - is in accordance with the requirements of the Contract Domments. if the Engineer so requests , the ntractcr shall , at any time before acceptance of thework, remove or uncover such portion of the E%nishe.d work as may be directlid. After examination, the Contra r_tcrc shall reatare said portions of the work to the standard re-quired by the contract Doeument�, Shcmld -Ehe ,work exposed or a amined� prove acceptable , the uncovering or removing and replacing of the covering qr mak,-Ing good of the gerts removed shall be paid for -ss ext-rn ir�rk, bq-t should be work so exposed or examined prov.-e to be unacceptable, the uncovering or r.-moving and the rgplacing of all adjacent detective or da-maged- parts shall' b-a at the Contractor ' s exnense. No work shall be done or materials used without suitable supervision or inspection. CS-5 . 10 REMOVAL OF 'DEFECTIVE AND UNAUTHORIZED WO :. All work, mate-rials,' 'or aqui .z ont. w ich hmbeen rejected stall be remedied : or rernov6 and rep�la'ced in ars a�cdptahle mranner by the Contractgr at his own a pence. Woz-k done beyond the l.in�s and gradesades given or as shown on thi! plans , except as h6rain npecifiea�lly provided, or any Extra Work done -,wit4aOt written authority, will hie consjderi�d as unauthorized a,nd dpne at the expens6 o£ the Contractor 'and will not be paid for by the Owner . Work so dome may be ordered i�-emoved at the i Contractor ' s expense. Upon the failuxe gn the part of the Contractor tb comply with any order of the Engineer made under the provisions of this paragraph , the Engineek, will . hay.e the authority to cause defective w6rk to be .remedied or removed and regl.a�ed a'nd unautharized work to be removed, and the -east th�rec€ may be deducted from any money due or to become clue to the Contactor . Failare to require th-e removal of an defective or saaauthoriaed work shall not consti�u.t.e acceotanoe Of nuch worke. C5 -5 . 11 SL nSTITUTE MATERIAL OR EQUIPMENT � I# the Specificat ons , law, ordinance, codes or regulations permit Contractor to furnish or use a subEstitu�te that is equal to any • material or equlpzment specified, and if Contractor wishes to furnish or uge a pk0posed fZubsititu�-e, he sbal.l, pri.ar to the preconstruction conference , make written application. t,e Et GIREER for approval of such substitute certifying iu writing that the proposed substitute will perform adequately the functtons called for by the general- design, be similar and of equal substance to that specified and be suited to the same -ase End capable of performing the same function as that specified 'and identifyirsg all variations Of' the proposed sabs titutc from that specified -and ir[dfcating available mairttenaLnge service . No substitute shall be ordezed or installed without the written approva-1 of Engineer who will be the judge of the equality and may require Contractor to furtish such other data about the proppsed substitute as he considers pezt.inent . No sxubstitute shall be ordared or inStAfled .Withoiit such perfo-rmanae guarantee and bonds as owner ma-y require which shall be filrnished at . Contractor ' s �Car�trac_tor- s-he11 1ndemn-irfy and} hold •tea°rml.ess Owner and Englneaz- acid- anyone directly or indirectly employer- by either of ,them from and against the claims , damages, los-e-s .=aid expenses { irtcl.-ding attoraeys fees ) arising out of the use if5f substituted materials. or equipment. C5 5 . 12 SAMPLES. AND TESTS -OR MATERIALS: W it !re, in tate opinion of the Enjtneer, or as calla for in the Contract Documents , tests of mA terials o-r equipment aro necessary, such tests will be- made at tete e�cpense of and paid for direct to the testing ag nc . .by the Owner unless otherwise specific-ally provided. The failure of the Owner to make any teats of materials shall to in riff way relieve the Contractor pf his resbousibilirty of furnishing materials and eguipmen't fully conforming to the requjreme!nts of the Conttact DociLiments. Tests -and sampling of materials , unless otherwise. specif ied , will be made In accordance with the latest thuds prescribed by the Am'ericaa socio,t for Testing- Materials or specific requirements o£ tete Owner. The Cautractor shall provide puab facilittes as the Unginser may regtiire for collecting and forwarding samples and shall not , Without specific writtaan permission of the Engineer, use the materials ripresented by the samples until tests hpve been- -made and the material-s approved for use. The .ont�ra r-tor will furnish adequate samples without charge to the owner.- In case of concrete, . the gtggregates , design minimum, and the mixing and transporting equipment shall be: approved by the Engineer before any concrete is placed, and t-he contactor sha11 be responsible for replacing azy conczebe which does not *met the requirements of the Contrdct Documents. Tests shall be made at least 9 days prior to the placing of concrete , acing samples from the same aggregate# ce#n66t , and rftortar which aze to be used later in the concrete. Should the svukoe af• sulxpl =rt'h nq.a, now tests shall bi-!- mace prior ti;) the use of the new vdt.eriels, CS-•5 .13 STORAGE OF MATgRIAL : All materials rahich are to be used in the construction operation shall be stored so as to insure the preservatf:on o.f the quality ,and fitn6ss of this work. when directed by the Engineer, they shall be placed on wooden platforms or othct hard, clean durable surfaces and not on the C5_5 ( 6 ) ground , and tihall be placed under cover when directed: Stored MatsziaGls shall be placed and located so as to faullitate prompt inspection. 05=5 .19 r,,XlSTING ST UCTURES AND UT11ATIES. The location and d rflensi orrs shows on the ],erns relative to existing utilities -are based on wile best in oimatiot availab14'. {3rnission from, or the iinclusion of utility 10.cation8 on thf- Plans is not tO he cans ids-zeid a.s the non,existen-ce of, or a definite location of, existing Anderground utilities . The 16cation of many gas mains , wat.,er mains , conduits , sower lines .arid service lines for all utilities, etc. , is unknown to the Owner, and the .owner assumes -no responsibility for failure to show any or all such structures and utilities On the Olanz3 or to sb6w ahem iri their exact location. It is zfiutaAlly ,agreed that such failure will not he considered sufficient basis for claims four additional compens6tion for Extra Wiark or for increasing the pay quantities in any manner whatsoever, unless an obstruction. encountered is such as to necessitate changes in the liners and gra4je.-, of considerable magnitude or .requires the building of special works, provision for which is not made in the Contract Documents , in which case the provision in these Contract nvcuments for Extra Work shall appy. It shall be the Contractaz-s responsibility to verify locations of adjacent and/or con,flicti ng utilities sufficiently in advanc6 of conatructior, in order that he may negotiate such Jpcal= adjpstments as necessary in the constrtction process to pr,avido- adequate clear-antes . The Contractor Sh ll take all necessary precautions in order to protect all exiating utilities , structures and cervi a lines . Verification at existing utilities, strrsn-tures apd service lines. shall include nctlfication of all utility c6akpanibs at least forty eight 4491 houts in adVance of ceastruction including �xlplor.atory ex-r, `-vatian if hecesaary. All verification of existing utilitlerp -and their adjustment stall be considered as sums i.d.iaz y- work. CS-5 .1.5 -INTEARUPT-109 -OF SERVICE: . #oxmax pros.eaution: . votify each oust,onter personally through respon'sibi-e personnial 'as to time and szhedul� of the intorruptiQn of their service, or 3. In ,the; event ,that. personal notification of a customer cannot b -made, a prepared tag f or:M sha11. be attached to the ciistower ' P eOtrance door knob . The tai. shall be durable 1n o a tivn_r: and iA 1,�rq bold Ityge4 6hEill. A4Y- QSCE Due to Utility lMIL�rnVtement in your neighborhood, your (water) (s'ewrer) service will ba intet- rupted on betVeea the Yours of � ar�d This inconvenience will be as abort as _po.ssible. Thank you, ontra.ct+or ess 'Phone b. 18marganc: Xn the event that_ Ah iznfore"Qltvioe `i nte-rrup't iC4 6 occii'rs , n3Dt i'e shall be as above r but -5:-1 . MU°ltAL RESP614SIBILITY OF C(JNTRAC'].'ORE2 .- ' if, through aets or neglact on the part of. thO Contract0 rr any other -Conteactor ar any sub-coat actor shalt suffek loss o,r daiAage .on the work, the Contractor agrees to s,ettld with sash . other Contractor or stib--contractor by agreemeint -or arbitriAtion.. If such other Contractor or. sub-contractor shall a-Alert any Claim against the owner on account of any damage alleged to leave hien sustained, the Owner will notify the Co�atkaet6ir , who sb;%ii indemnify and save harmlegs the owner against any Such c la.iin. CS'-5..17 CLEAN-U-P: Clean-up ok surplus and/or waste materials accumulated on the job site during. the prosecution of th& work under these contract Documents shall be accomplished in -keeping with a daily routine established to the the satisfaction of the Engine r . , 'twenty-fouru fours after written notice is given to the Contracior that the clean-up cn the job site is proceeding in a manner unsatisfactory to the Engineer , if the Contractor fails to correct the C5;_5 (8) unsatisfactory procedures the City may take such direct action as .the Engineer deems appropriate- to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of succi direct action , plias 251 of such casts , stall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covt fired by these Cdnbr'act Documents , and before final acceptance and final payment will be made., the Contractor small clean and remove from the site of the project all surplus and discarded matorialsf temporary structures, and debris of every kind. Be shall leavi� the site of all work io a neat and orderly conditio equal to that which originally existed. Surplus and waste materials removed from the site of the. wort shall be disposed of at locations s-atiE�factory to the Engineer. , The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver oven such materials and equipment in a bright ; clean , polished and Aew appearing condition . No extra compensation will be wade to the Contractor for any clean-up required oa the project. C5-5. 18 FINAL INSPECTION?: Whenever the work provided fir in and contemplated under the CoAtract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officlala of the owner and request that the Final inspection be ma4e. Saco inspection .will be made within 10 days after such rotifieation . After siicb final inspection, if the work and ma.tarials and E equipment are found satisfactory, the Contractor will be notifiad in wmiting of the acceptance of the same after the proper resolAtion has been passu by the City Council . No time chane will be made against the contractor between said date of notification of the Engineer and the date of final inspei~tium of the work. C5_5 {9} PAR'S' C - GENERAL CONDITION 6T6 LEGAL RELATIONS AND PUBLIC IZESPONSIBILITY 9EC' ION C6- . •LWAL RELATT-0145 AM rUBLIC RESPONSIBILITY C6-56.1' LAWS TO BE- OBSERVED; The Contractox shall at all times observe .acid comply TPth -all Federal and State Laws and City ordinances and regulations Which in any way affect the vanduct of the work or hi-s operations , and shall observe and comply with all orders , Jaws, ordinances and reguiations which exist or which may be enacted later b bodies having jurisdi.,tion 'or atithority for such enactment. No plea of iuisundszstanding or -ignort�.ce tharao#i wzkle co¢s.idered. The Contractor, and his Siiretied� shell indemnify and sate haMless the City and all of its ' officers , agents, 'arid employees acjainist any and all claiPs or liability arising from or based an the violatlon of any such law, ordinance, regulation, or order,. whether it be by h m�elf br his employees. C6-6 . 2 PERMITS 75,E+7D LICENSES: The Contractor shall procure all permits and 1 ceases; pay all charges , costs and fees, and gIva all. notices necessary and incident to the clue and lawful proseautibn of the work. C6-5 .3, PATENTED DEVICES ,. MATERIALS AIRD PROCESSES: If they Contractor s recikiired or des res tO Use anY des 973x, device., -material , ,.or process covered 'ley lettef* patent, or copyright, he- 'shah, provide for such us& by suitable logal agreement with the patentee or owner of such patent p letter, or copyj,ighted deai-gn. It is mutually aVreed and bnderstood that With-out exception the contract prices sh-a.11 include all royalties or cost arising fraiu j?a_tenta, trade-marks, and Copy rights in any w4y isrvolved in the work. The Contractor and his sureties nhaLLi indemnify and sive harmless the Owner from any and all claims for in.fringem-ent by reason of the use of! any such patentea desjgnj device f material or proc-ess , or any trade-mark or copy right in connection with the work agreed to be performed under th-es-e Contract Dacume nts , and shall indemnify the owner f 6 airy cast, expense, or damage which. it -Way be obliged to pay byreason of such infringement at any time during the prosecution of the work or after completUm of the work, provided , however, that the Owner will assume tete responsibility to defend any and all s,uitA brought for the infringement of any patent claimed to be infringed upon by the des igri , type, of construction or material or equip:meat specified .in the Contract Docurment�s furnished the Contractor by the owner, and to halal the Contractor harness on account of such suits. C6-6 (1) r l C6-6 . 4 SANITARY PROVISIONS: The Obntractor sbal l establish and enforce amo g his employees suds regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases aad to effa�tivpl prevent the creati-om o a nuisance about the work on a-b property eithe , ,pubi-ic .a'r private;,-;arid siach re.gulat,ions as are required by-la'w 'Sha-LI be put into imm didtF2 iarce and effect by- the ContrecVorst The -necesuary serritar ao.nv�eniences tot use of laborers ori t. a or , properly secluded from public observation ,-. shall be co-natructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor . A11- such facilities shall be 'kept i.n a' clean aucl sanitary condition, tree from objectionable odgrs so as not -to ciause a -nuisance . All, sanitary laws and reg-u�lati6ns of the State of Turas and the City uhall he strictly complied With. C6-6. 5 PUBLIC SAFETY AND CONVENI ] Kah-erials or egnipment stored about the work shall be se placed ane used, and the work shall at all times be 5o conducted f a-s to. uause no greater obstruction of InconvenienpEf to the publiic than .,is qqn-s_i�dered to be absdlutelrp necessary -_-b r -the Engineer. The Cantraoiar is required to maintain at all tim6s. all phases of his wort in such a manner as not to impair the safety or convenii�!pcp. of the public, Including, but not AiMitdd ta, -safd and aonve-nAeut ingress and egress to. property .contzgudus to tAe w6tX area. The Contractor shall make adequate provaisiohs to -reader reasonable ingress and egt.ess fur normal vehicular traffic, except during actual treaching or: pipe ins:tall.ation operations , 't all driveway crossit g-s. -ach prcvrisiens may inciud6 brid4ing , placement of crashed stone ior gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engin6er .may -approve as apprbptiate. .Such other means may include the diversion of driveway traffic, with .specif i,a approval by the Engineer . .I f diverdion of traff is is approved by the Rngind=er at any joc4tion,, the Contractor shall make arrhngements sat-isfactory to tine Engineer at any location , th,e Contractor shall make arx4ngements satisfactory to the Engineer for the diversion of traffio, . and shall, at his own expense, provide all. materials a.hd perforrh all work necessary tar the construction and mainte-nanob of roadways Ona bridges for such di,ve4sion -of t,ra,ff.id. Sid!3 ralkr� must not be obstructed except by special permission of the Engineer. The materials excavated an4 the construction materials such as pipe used in the construction o the work shall be placed so t as nitd esid4hger the work or prevent free acc sa to all fire hydrants fire alarm boxes, police call boxes , water values , i 6--S ( 2 ) { gas valves , or manholes in the vicinity. The Owner resertr�s the right to remedy any [neglect on thy: part of the C6ntraator :as regards to public convenfence and safety which may come to its attention, after twenty-tour hours notice to wrltizr gt to the Contractor, save in cases of emergeney WberA it -9hall hAve the right f-o remedy any neglect without notice, and in either case, the cost of such iwark done or materials fttrnisbed by the Owmex- or by the City shall be deducted fpm monies due or to become dae to the Ccintractdr. ckhe Cunni 'tar , after approval of the Rgg.ineer, ahaLL notify' the Fir•.e Da"partmen t Headquarter sf - Traffic Engineer, and Police Dopartment, when any .street or alley is requested to be closer3` or obstruct or any fire hydraLfit is to be made inaccessible* a.nd, when so di.r�cted by the Enginb6r, shall keep any .street, t sreets, or highways In c r�ditian for -dnobstructed rise b flie apparatu.s.. The Contractor shall prompt-ly .notify the Fire Depgrtment Headquarters when all such a�dtructed streets , alleys, or -h dramts are again placed back in service. there the Contractor is i egtkired to construct temporary bi idges-rox .ina'ke othe'r arr-arigemerkts for crossing over ditches or strearmsF his Terponsihility for accidenhs - in connection wkth such cressings sbail includes the roadway approaches as well as the structures of sunt Qrossings. 5 The Corstralcto.r shall' at all t1rnes condruct fti,-,L 'operation and the use of cpn8tructLoh machinery so . as not to damage or destroy tree's and shrubs located in olose proxi-mity to -or on the site of the wo-rk. Wher6v.er any svc.h damage may be ddn.e , the ' C,ontra�ctor shall immedf atdly satiq fg all claims of p�rnperty- pwndrs k and no payment will be made by the Owner in ' sett-l'j�_Ment of such claims. The Coag atoX shall file with the Engineer a written statement showing all -such claims adjust . C6-6 . 6 PRIVILEGES OF CONTRACTOR IN S=7.RRETS - ALLFYS AND 'RICHT-OF-WAY: For the performance of the contract , the Contractor will be permitted to .use and _occupy such portions of the Ou-blic streets and alleys , or otb4r public places or other righU,-of-war as pfovided for in the ordinances of the City, as shown ib the Contra-ct Documents , or as may be specifically authorized in writing by the Engineer . A reasonable amount of tools, pcaterials , and equipment for co.ostruction purposes may he stored in such agar—, but no more Cham is necessary to avoid delay in . the uaastruct i-o.n operations. Excavate4 and waste roat-aria-.s shall be piled or stacked in such a way .as not to interfere with th-e use of spaces that may be deaigniated to be ;left free and iinabstructed a-nd so as not to inconvenience occupants of adjacent property . if the street is occupied by railway tracks, the work shall be CG--6 (3 ) carried on in 'such manner as not to interfere with the operation of tra%na, loading or unloading of bars, etc. Other contractors -of the Owner may, far all purp9ses required by the contract, eater upon the work and, premises xised Eby thO Contractor and shall be provided All reasonable facilities and 4ssiF,tpLnOe --for the Completion pf ad-JOLning work . Any additional grounda. desired by tike aixtractor for his -us�e SbAll be provided by him at his own cost arLd expense. fi-.5. 7 MiMWAY, wben the work ancroaches upon any right-of-way p any �Cailw- ay , t€8e Cit wi-11 securO the necessary ease tent -for the work. Where the rii1wa- y tr.aciks 6r& to be crossed , the Contractor shAl.l . obi;azve all thel reg u�latiohs and instructions of. tine (railway,. campacny . is .to the method_5 .of performing t.he, .w.4ork .and take all precautions for safety of pioperty aknd tt ie public . Negotiations with the railway companies for permits shall be done by and through the City. The Contractor 8hall. give 'the City notice not less than fine days prior to t<he time of his intentions to begin wbr'k 6n that portion of th.e project, which is .related to the. railway properti-es . The' Contractor will not be given ext�rai o-ir additiphal compansation for such railway cr'ossl-ngs unle"s� sgepifica-11set f6rth in the Contract Documents. C6-6 . 8 J3A P_JCADES WKRNZNGS AND WATCHM2N: Whore the work is crarrie on in or adjacent to any street , alley , or public pl.aolb-, the Contractor shall at his own expense .fu>^hlily,. ergot, and #ha-intain such barricades., fends , lights and 3apger signals, shall Provide suah_, watcbmenJF and shall talo mal such otWer precautionary Treasures for the protection of gergons or prpper� and of the work as are necessary . Baz-ricade$ and fencea shall be parinteA In a calor that will be visible at nj-ght, FTQm sunget to agnrisa the contractoe shall furnigh and wai.ntain at least o-no eabily visible burning light at each barricade. A sufficient number of bar>;ic4des shall be .erected aud maLI rtained to keep p-ediistrians away from, and- Vehioles from being driven . on or into, a.ny work under conatrfttion c being maintained., The Contractor sh611 furnish waichbenx a.nd beep Them at their xespect,i.ve assignments in sglfiaient riurnbers to protect the work and pxevent accident or damage. All instalZations and procedures shall be consistent with the ' prov Esioas niet_ forth in the ".1980 Taxers Mainua� on Uniic'rrn Traffic Controls 'Mvicea far Streets anti Ei.ghways" issued irrrder the authority of the k"St&- to af. Texas Uniform . Act ReguIating Traffic on I'llghways " , codified As Article 6701d Veroh' s Civil Statut.ea, pertinent ,sections being Section Nos. 7 , 29 , 30 and 31. C6-G (4) The Contractor will not remove any regulatory sign , instructional sign, street name sign, or other sign which hae been erected by tine City, if it is determined that a sign rust he remhved to permit required construction , the Cbntractcr shall contact the '�rangportation and Public Works department - Signs and Markings Division ( ph.ofte number 6780-8075 ) , to remove the .sign. In the oase of re4faai tpry signs, the Contra,7tor must replace the perma,rzat2t sign '+ritii a temporary sign meeting the r-Egquirementn of th6 above referenced mannal and sucks temp.orary sign must be installed prior to the removal of the permaoeat sign. if -Ehe temporary sign is not instAlled correctly or if it does not meet the required spec if ications e thb permanent sign. shall be left in place until the temporary sign requixemeats are met, 14hen construction work is completed to the extent that the permanent sign cast be re-installed, the Contractor shall again onntact the Signs and Markings Division to re-insi tall the permanent sign aad shall. leave anis temporary sign, in place -Qntil such ire-installhtion is completed. The Contractor will be head responsible for all damage to the work or the public due to 'failure of barrir-Ades ,. signs , fences, lights , or w;itc ren to protect �bem. whenever evidence is found of sods damage- to the ork the Emgineer may order the damaged p6rtioh immediately- remev6d and replaced by ':tbe Conteact6x at the cQntradto:r * s own exporize . The Contractor 's responsibility for the Ma, ntenar)Ce' of bg rricadas, signs, fences and lights, and for providing wat�ohmen shall not cease until the project shall have bgen r-ompl8ted and accepted by the Owner. No conpensation , except as specifically provided io these Contract Documents, will be paid to the Contractor for- the' work and materials involved .in the constructing , providin4, and maintaining of barr idades, signs,. fences ; and l igh to or for salaries of watch-men, for the subs-equent re€�oval and disposal of suich barricades , signs , or for any other -imcident.-Als necessary for the- proper protection, safety, and convenience of the public during the cnntra.ct period, 'as this faork is considered to be to the several items for which unit or hemp sum prices are requested in the Proposal. .Cl�--6 . 9 USE OF EXPLOSIVES , DROP WEIGHT .ETC, : Should tite Con-raptor elect to use explos ves, drop weight- dtc. , in the groseaut.ion of the Work, the utmost care shall be exerci'sed at all times- so as not to 66danger life or property. Tha. Contractor shall notify the pr-oper representative of any public service corporation , any company , Lndividual, or utility, and the Owner, not less than twenty-four hoars in C&-G (5 ) advance of the use of any activity which might damage or endafiger their or his property along or adjacent td the work. K4ere the use of ekpldsives is to be permitted on the project, as s�eaifierl in the Spacial Contract Documents , or the use of e:glosives­i,a requested, the Contractor shall aubiait notice to thie ftgirLeerin vri,ting twenty-four hours prior to commencing and. stall furnish evidence that he has insurance coverage to p;rpt, ect---aq,ainst 'a-ay- damages ared ok injuries arising out .01such uGg mfrlcsa All claims arlsfn§ vet of the tse of explosives, shall be inveefigated arid- a written r-eport spade by the Contractor ' s iparcrs to the Engineer within ten (30 ) days after -receipt of WTitten €,0tice of the claim to the Cantractor from L*ither the City or the claimant . The -city shall proceed to give notice to the eorftractcr of any such clairq. The use of explosives sa y be ,suspended by thengine'er if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed_ Whenever explosives dre stored or 'kdpt, they -shall be stored � in a af'e and '.ecus= maiinsr and all storage plAces shall -be plainly, ma'e.ked nbANG-ARO�)S EXPLOSIVES" and nhall he wilder the care of a competent w-atcheran a� all times . All .-Vehicl-es in which. explosives are- being transpgrted shall be pl4ialy marked As. men tiohed above and -shall, insofar as pa.esible, not Rise heavy traf#i.c rbul�es. C6-6 . 10 WORK WITHIN EASEMENTS: Where the work passes over, thtongh? or into private property, the Owner will provide such right-of-way or easement privileggLa as the City may deem necessary for the pxosecuti-bn of-..the work'. Any additional rights-of-way c�r word area coms.i4ered necessary by the contractor small be provided by hype at ,his own expensfe. slach additianal ii-ghts-of-way or work area shell be aognired for the benefit of the City zhe 'City shall bF* notified -in writing an to the rights ;;o ,acquired before work hegins. in the affected area. The Contxactoir shall not enter upon private property -f-o-r any purpose without having' previously obtained permissicn from the ovner of sued property., The Contric.tor will not be allovied to store equipment or material on private property► 3nles-s: and nntiI the spec.i-fi-ed app�rova 1 of the property- -a�rne� iws• beer' secured. in .writing by the Cantractor and a copy fu-rnished to tate Engi€tier . Unla a specifically provid.ed otherwise , the Contractor' shall clear all rights-of-way or easements of obstruntions whinh must he removed to niake possible par.oper prosecution cf the work as a part of the project cons txuct ion operat ioiis . The ContraLctor shall be responsible four the preservation of and shall use C6-G (6 ) i every pr8caution to prevent damage to all treBs , shrubbery, plants, lawns, fences, culverbs, curbing , and all other types of structures or improvements , to all water, sewer, and gays 1 irres, to all condo i is, overhead pole 1 i dies , or appurtenances thereof , ineldding the construction of teiHporary fences; and to all other puh]U6 or private property along adja-cent to aha woz-k_ The Contractor shall Notify tt)e proper representatives of ovrnerS cr. occ"Pan.ts of public . or private lands or interest in lands which mighty%O affected by the work_ kcli notice shall be made at least 4a hours in advance of the beginning of the work. notices shall be applicable to both public and przv�to utility* companies or any corporation, comp' .ay j indivi Aual<.; oxi- other , either as owners or occ".pants , whose land or :iaterest. in -land might affected by the work_ The Cotitractor shall be responsible for a-11 damage or injury to property of anv.` character resulting from any act , 01nis ion, neglect , ok misconduct in the mannoz or raiathod -air execut:-xbrx of the work, or at any tlfi a due= to de£ective work, material, or equipment_ When and where any direct or indirect or iajuary is dose to public oz private property on acQount of any act, omission, neglect, or misgortduct in the a ecbtlon of the work, ,cr in conseguenoe of the nan,cxecution therE�of 6n the part of the Contractor, he shall restore 'or have restored at his own cast and expense 'such property t-c a condition at least a-"alb to that existing befoze such damage or injury was done, by repairing, rebuilding, or othex�.ise -replacing- and restoring as may be dizecte.d by the . Owner , or he shall make good sxach damages pox injury ini -a man.her acc.eptabl.e to the owner. of the property and the Engineer- All ngineer_Ail fences enco?antezed and removed during ronstxuptioh p,f this pzoject shall be restored to the origina- ,o� a better than oric�ina , condition moon comPP etion of this- project. When rrxxe fencingr, eiQi6r Kira rm�sh o barbed wkre is to be crossed, the ContzactoT shall. sit cross braced pasts on e.Xther side- of pe rmanot easemexit. bef ore the fence is C'v.t_ Should additi6aa-1 fence cuts be npc'essary, the Contractor Shall provide cross braced post5' at point of the p>=oposed cut in Addition to the crass bracad posts Provided at the perzoanent easements limits, ba_fore the fence is izut. Temporary fencing shall be erected in place of the fencing removed w'hene' ver the work is not, in progress and when the site is vacated overnight, and' /or at all times to prevent Livestock from" entering the construction area. The cost for fence removal, tp_mporary- closures and replacement shall be subsidlary to the various items bid in the project C -6 ( 73 I proposal_ Therefore, Ba separate paYnuent shall be allowed far ani► se-rvice a*S1P9iat l with this work- In aria of fajivre on the part of the Contractor t o restore sn.c4 property to_ make grad such damage or j_nj.u�y, the- f wnfar Tway, upon 48 hour writ<lerL notice under ordinaivy clreumas an s, and without notice w1lea n nvisance or haza-cdousF candido T resu-its , pTOcacd to repair, rebulldr or otherwise restore inch property -as may. 1ST determined 'by the Owner t9 be necessary, and the 'Cost tber46Y WiII be deducted ftom asp' m6rdes due car to become' dna tq the Contractor nadir this Contxact_ C6-6 _ll 1 !P.RPENDKNTCONTRACTORz -tt -is understood, and agreed by thR parties hereto ­t]sat Con.tracto>w Shall PLerform all woxk ana 8ervices hafeurnd-er &-s epi indepencleat contractor, and got as an off icer, a ent, sezvant Or emPloyeO OX the- owner , Contractor shall have exclusive control of and the a cjusi,�e right to control Ehed(tails of g1l the oto-rk and servicesperformed b�?reuaa-er, and all persons per-.forming same, end shall he soey yes,poni,ble Far` Lire acts end oznissions of its officers , agent is , ser' Vants ,, employees , suhcont—ra,ctors~, licensees and invitees'.. The d'Q, Ctrine of resporndeat superj,n.r sliall not al3plyas betweeh Owner and Contractor, its aff.icet �s, agepu, amployees, contnactoxs auc7. sube,ont cactors , and nothing heselri sh 11 be d-onstrued as ere ingr a partnexshi-P or P between Owner and Contractor_ 12 `OR'S RESPONSIBILITY FOR DAMAGE. L.AIMS­- Conftador covenants and agrees to and does hembj indcrnni€y, hold harmirss imif defend, at ids own cxpeK:se. wnar. its d scera, agents, scrvanis and employees, front and-agaiQs# Fiy and all Chi=or svits For property loss or damage and/or pa-sonaI initTry, 4nduding dcatha to any and all persons,of vdi-osocvcz kind.cx character, whc!bLcr real or asserted, arising oast of o' iri connectiba with, direc(ly Lir indirectly, t work and cas to:be pt fbrtncd hemunder by Contracw, its affil rs, agents; employes, subcont actors, licensees or invitees. whether or not causal in whole or irrar a I Med e lz euce Of the - officer a ' enj ser- a' is epi 10 Ces contractors subcontiactors., fie nsees_ and inrrite� . of the City- and said Cohlractor, dms her+ceby rpovthant and a to assure all Eiabi itY and, r POM bRity OfCit�, its iffier,s ants,servhnts-and ernployces for any and all cWms or shuts for property loss or darnagc an(Vor personal injury, including, deaLh� to any and all persOfls, of Whatsncver kind or aaracicr, Whether ecal or as eritd, arising 06ot of-nr in C==&n with,directly nr indirrc,tly,the rlc and servicers to be performad hereunder by Comractor, its, Curers, agents, exnplayces, subC*atractars, liccosees ar invitrxs} Whether Or not caused in Whplp or in Part, h ' the aIle ed ne l ecce of the officers :eats, servants gr ees con tr2idoirs . S ray D conitract rs Ticen-sees -arid invi tees of the . OMMCtor lik+cwisc c ivemants and agrees to, and does hereby, indexftnify and hold harmless Cid from �d agars[any and all injurie.s,damage, loss or destruction to property of City d�,� the p�r�orrnas cr� of &ny of the te=s and conditions of tfis- Cqftrar_t hahir arisen9 0 u t 0f or in -connection with or resr I ang from in whole _or _in- part, -any and all a]Leged acts or oro ssions officers aO'ents servants ern to e s Contractor subi-ontract r s -hicensee a Vito f r: Ise the event s w6w n claim for damnes against the conirattor or its subcorttracitors xemk4ix=tiled at the time all work on' the project has been cornpictcd.to the satisfaction of ih .D).ircxtor oflbe WAW Dcpaasncnt*as evidenced by a.fipal iasrxeclion, Enal pay:matt to tht Confractor shad rust be rccommeridtd 14 the Dire for of the Water Dcpartmmt for a pedodi f30 days after the date of such fimal mspeetion, unless the Contractor shaJI submit written evidence satisfactory to -the Dilmctor that E k cla'vn has hee.n se ed and a reh_-ase has been ob[26ntd fiam the cla=m.t involycd. If Zhe concerned remains tense.-Wed as of the exliiration of the zbovr-3U-day period, the C~optmaor'may bet d r cd to be entitled to a semi-final gayrricnt for work comple.t Such sC,i-final prayrmeal to be in the amotmt equal to the total dollar amount due lei the dollar value of any writEcm chinas perm against the Contractor ausirro ()bt of p ormance of such work-, and sucli serve-F al pzymcnt may thea be recommended by the Dir�ec�tor: The Dircetor-shall not ri�comxincad final p€Ly7ica to a Cidntracter aganxst whom sash a clams for damages is Oulsumdipg for a period of six months .Following the date of thct acceptance of the work parformed unless the Uugmctor submits cvWcnc-_ in vwlifmg sai.isfactory toi he Diieldt4r that* L The claim has bei s tied and a release has lawn obtaiae�d from #hc claimant involved, or 60'od faint efferN have been rmde to scffle such outstanding clakxms, and such good faith efforts have f�ilcd_ if Condition (1) above is n -_i at arty time within the six month period, []tc Director shall . rccommcrxl that thry final payxnent to the C batra�Aor be madr- If condition ) above.is met at any time wither the-six[norith period,.€hc Director ulay rtuu-nesxd zhal fitnal paym4mt to the f on"nor be rrnadt- At-the expiration of t}nc six rnortth period, Lhc Dlfactor may CG_G #9 tecommcgd that brat payment be made iiafl other work has brrmn p=foniKA and a l other � obligations Ofthe oniraoTjDC hzve b=mtt(o the satisfat ion ofxhc 1J;rector. The lX (nr may, if he de s it propdat', rrfiasc to a ept. bids on other Water DCp cnt Cantrao work from ;I CoajrAcw aga, t whom a claiM for datmagcs is oummiding as a rc5u]t of work pttfomacd undera City Contract. Rcvzsipn date:ApW 1 -J"9) Cr}-6_13 CONT-iACTOR'S CTAIM FOR DAM C:E = Sbould the ContractoK Claim ca:npertsati a for any alleged damage by reason of the acts Or omissions of the Owner, he shall within three dayzq of ter t-he actual -`,"staining of sui [h alleged ,damage, make a written statement to the ErxgiLneer, setting out in detail the nature of the alleged damage, 4ntl bn Or before the 25th aAy og the iaorith succeeding that in whiah - any such -damage is claijued to hwt a been sustained, the Con hractor .sbaII file Frith- th.e Engineer ars itemized Statemeat of the details and amount of .such alleged damage and, upbu re est, shall gii41 the Sngineex- access to all hooses of accounts , receipt F Vouchers, mills of lading dad other boos -or pipers corttainxncJ any Pvidence as 'to take amouat of such alleged damage. OnJ.Oss such stats; ntz shall be filed as hereinabove required, the Coat rac'tOX" Rs claim for campensati-on shall he wai-v , a d he sh�11 na�t be' ex[titl d � to payment an account of such damages, C5-6.1.4 ADJU TMENT. OR KELbCATj0jq OP PUBLIC OTILITIE r ETC_ Irx case it is necessary to change= move, or alter in any manner the property of a public utility oar, others, the -said property shall not bd moved. oz- interfered with Until orders thereuVon hzve bero issued by the Engineer_ 'The right ,i,,s reserved to the owners of public t��iJ a.ties to Ontq�r the geagraph%,�:aj Inuits of the Contract for th-e' p' Qrpnse of makings such changes or Xepairs to their pKcperty that may be necessary by the perfoxmanee of this .contract_ t:6-5. 15 TEMPORARY SIFTER AND DRAIN CC)-N CTIONSi When existing SO3a Xiries 13ave to be taken ap or removed# the Contractor, shall, at his gown expense: and cosi:, provide and maintain temporary cttl.ets and cahnOections fay -all private of public drains and Sewers_ The Contractor shall also tame cace of all: s-ewilge and -drainargk-_ which will be re ived Lrom tb-iess -d-tains and Viewers , a_nd for this plarpose he shall provide and maintain, at his Own cost ;P.trcl =expense, adequate pumping facilitiesand temporaarj Ontrlet_.� or diva-rsions_ "the contractor, at his awn costs and expenses, Shall construct such troughs, pipes, or other s true tures sues sary and ba Prepared at a1l times to d;spv�_e of drainage and sewage C6-6 f1Q ) received from these temporary connections until such times as the permanent connections are built and are in service_ The existing sewers and oonhection5 shall be kept in service and maintained under the Contract* except when specified ox ordered to be abandoned .by the Engineer. All water, sewage, and *then waste shall be disposed of in a satisf-actaz-y manner so that no nuisance is created and so that the work ander construction will b6 adequately protected. C6-6 . 16 ARRA d9MENT AND CHARGES FOR WATER FURNISHED BY THE i CITY:: When the Contraotor de-sires to use City water in co►xnect-i6n7 witfi qny c,0n'q.tru0tii0n woi-k, he s4all mare complete and a.tisfactory aarrangemetits with the Part Worth eitp- water beoartment for 5o doing. City grater furnished to the Contractor aball be delivered to the Contractor from a connection on an existing City main . A'11 piping required beyond the point of delivery shah he installed by the Contractor at his own expense. The Contractor ' s responsibility in the use of all existing kite hydrant and/or vaivos is detaAled in Section E2-1.2 USE OF FIRE SYDRAI+ TS AND VALVES in these enteral Contract Documents. Whbn nretors are used to measure the water, the charges, ii' any, for mater vill be at the regular established rates . When meters are nvt used , the charges , if anxy , will be as ires6ribed by the CityOrdinance, or where rio ordinance appl< i,es , paymeAt shall bd made on estimates and rhtes 6stablitshed by the Director of the Foxt Worth dater Dgpa rune n t, C6-6. 17 USE OF A SECTIQtg bR- PORTION OF TEM WQRIK.- Wheaev�r, in the opinion of the ,Eng neer,. any sedtioh or -portion of the work or arty structure .is in suitable condition, it may be pub into use upon the written order of the Engineer, and such usage h i .l not be held to be 'in any wady an acceptance of said work or structure or any part thexeo£ o,r as a waiver of any of thO .proViSionS ok these Contt-act Docum,ents . Ail necessary repairs and rsrnovais of a4,y region of the work sn putt into uno, due to defective materials or workmanship, equipment, or to deficient epeiatio' na on the part of the Contractor, shall be performed by the. toutz-actor At bis own expense. : c6-6 . 18 C0'9TRACT0R,'-S RE'SP0NSISft_TTY FOR THF WORK: Until Written acceptance by the owner as provided for in these Contract -Documen' ta ; the work shall be under the charge and care of the Contractor, and he shal.l tAke every .necessary precaution to pievent iftjury or damage to the work or any part r C6-6 (11) -thereof by action of the elements or from any cause whatsoever, vrhether arising from the execution or none-xecution of the work. The Contractor 8h all rebuild, repair , restore, aDd make goad at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6 . 19 NO WAIVER OF LEGAL $LIGHTS Inspection by the Zn9i t xeer ar any. ozrder by: the owriLt-r- by payment of money or any payment for _or a-E any work, or any exten-slon of dime, or any possession taken by the City 1-hall not operate as a vraiver of any provision of the Contract nocumcnts . Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. .The Owner reserves the right to correct any error that ma.y. be discovered in any estimate. that may heave been paid and to adjust the same to meet tli� re-guirements of the Contract Documents - C6-6 . 20 PERSONAL; LIABILITY of PUBLIC OPFICALS: In harrying o-ut the provislorts of thane Contract Documepts or in exorcisincj arty poorer of authority granted thereund6r, there shall be no liability upon the authorized representatives of the owner, either personally or otherwise as they are agerxts and representatives of the City. 6-6_ 21 STATE 8AL-ES TAX: On a contract awarded by Che City of ` Fort Worth , a.:i organization whLch gvallfies for exe-mpticn pursuant the provisions of Article 20 . 04 M of the. Texas Limited Salesr excise, and Use Tax Act , the Contractor may purchase, rent or lease all materials , sapplies and equipment used or consumed_ in the performance of this pontract by issuing to his supplier ars examptian certificate in. lieu of the tux, said ekemption certificate to comply with Stafe Comptroller ' s _xaling .007 . Ann ouch ex6mptioa cerci€mate issued by the Contractor in lieu of the tax shall be subject to ani shall eomply ,with the provl5ions of Stats Comptroller's Ruling . 011, and any other applicable State Comptroller rulings pertaining to, the Texaa Limited .sales , Excises and Use Tax Act. on a contract. awarded by a dbve1oper for the construction of a publicly-owned mpiovement in a street right-of-way ar other easement ;, thich has been dedicated to the public and the City of Fort Worth, an organization wh1ch qualifies for e_xemotion pursuant to the provisions of Article 20.€14 (H) of the Texas limited Sales , Exdise, aria Use Tax Act, the Contractor can probably be exempted in thec sape manner stated above. CG-6 (1 2) Lim' iced Saiep Excise and Use Tax permits and information Qan be obtained front: Comptroller of Publir- Accounts Sale Tax Division Capitol Stat ion Austin, TX_ CG-6 (13) PART O - GENERAL CONDITIONS C7-7 PROSECUTION 'AND PROGRESS StTION C7'-7 PROSECUTION AND PROGRESS: C-7-7 . 1 LETTING: The Contractor small perform with hfs _oWn organ rat on, and with the assistance of_ workman 4in&er his immediate supearintendance, work of a valve of not leas than fifty 45.01 ) . percent of the �'value emoraceA in the contract. Tf the Conractor sublets any part of the work to be acne under these Contract Documents, he will not under anY cizcumstances be rel ieve.d of the responsibility and obligation assured ander these Con-tract Documents . Ali, transactions of the Engiued'r will be wits the Contractor . pubcorttractors will bt considered oply in thp- capacity of employees or workmen' of the Contractor and shall be subject t6 the same requireliants as to character .and competency. The Owner will not recogn.i ze any subcontractor on the work. The Contractor shall at all times; when the work is in operation, be represented eithef in person ar by a superintendent or other designated representatives. C7-7 . 2 ASSIGNMENT OF CONTRACT : The Oontxac.tor shall ndt assign, traasfer, sublet, nonvey, or otheiwise dispose df the contract or his rights , title, or interest in or _to the same or any Part thereof without the .previous cons-ent o-f the Owner expresadd b res-oluti.on of the City Council and cone rred in by the .SL rettes. If 'the tont actor does, without sut_ ch previous consen , assign, traasfer, sublet, convey, br otherwise dispose of the contract or fii� right' , title, or iat�rest the cin' or any part thereof, io any pergon or .p6rsons., partnership, company , firm, or. corporation, or dgea by barikruptcy, voluntary or tovaluntary, yr by assignment under the insolvency laws of any state , attempt to dispose of the contract may, at the option of the owner be revoked and annulled,, unlesp the Sureties shall successfully complete said contract, and in the event of any stioh revocation or annu nt, any morales -due or to become duie iandez or by vir.tud of said contract shall be retained 6 the Oirrrer as liquidated damages for the ,reason that it would be impracticable and extremely difficult to fix theacttial damages. C7-.7 . 3 PRosrCUTION OF THE WORX ; Prior' -to beginninj any constructian OPeratiQn. the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progresP scheduile preferably in chart or aia.gram form, or a brief outlining in detail and step by step thm manner of C7-7 (1 ) i prosecuting the work and orderings materials and egoipment which he expe is to follow in order to ccmplete the project in the scheduled tins. Isere shall also be submitted a table of estimahed amousits to be earned by the Contractor during each monthly estimate period. The Contractor shall conunence the work to be performed. under this ontract_within the time iimit stated in those. iontradt _Docu 6tiba a-6d. shall c�omd' ct the wort in .a cork-tin-Lions manner and i zi fioieat equipment, materials , ahoy tabor As is aece"ssak to insur4i 'its e0mPiet.ion within the time Limit. Tie .sequence requested of all, constraction opethtiaas shadl be at all times as speci-f fed -in. tha sp6c�l.aI Contract bot�srdents . A,ny deviation from scuts �eguan 6 in,g eha11 fie, submitted to the Eng.ideer for his approval. Contr6ctor 'shall not 'V�vc ed with any deviation until he teas received written approval from ,the -Engineer . Such specifi'Cation ox approval b ' the Efiginear hail riot relieve the Contractor from the. full r"po6sibility of the complete performanc6 of the Contract. The contract time may '.ha c-hanged vnly as set forth in Suction C7-7. 8 "Extension of Time of Cainpl6tion" of this Agreem4�pt , aqd a progress schedule shall -not constitute a change in the c4ontraet tune. C7-7 . 4 L.IMITATIONG_ OF- OPERATIONS: T!he *brking eperatidns ahal at all t me8s 6. conducted by the Cbnti�a.cto)' so as t<o create. a minimum amount of inconvenienn-e to the publi&. At any time when, in the judgment of the Sngineer, the Contractor haa� obstaructed or closed of is carrying on aperatiOns iA a portion of a strae.t or puhlic way gteatdt than is seces'sary for the groper exf�cutidn of the work, .the Engineer may require the Corntractot to finish the sedtion on which operations are in' 'Progress before' th.m work is commenced on any additional section dr street, C7--7.5 C9ARACTER OF WORKMEN AND EQUIPMENT: Local labor hail e usex1 by the C(�)atractar ig available. The Contractor may bring in from ontsid'e- the City of Font Worth his ley men and his superintendent. All other workmeap including equipment op6rators ; iiay he imported only aftiar rhe local supply is e_xhansted . The Contractor .6hall employ only s:uch superin�tende-n�ts-, foremen , and workmen Tho are careful , competent, and fully qualified to perform the duties or tasks assigned to them, and the Ahgineser may demand and secure the- summary hesumma,ry dismissal of ahy pk�riion or persons employed by the Contractor in or about or on the woek who, in the opinion of the Qw'nori shall misconduct himself or be found to be znoompetent , disrespectful , intemperate, dishon-est , or C7-7 ( ) otherwise objectionable or neglectful in the prover performance of his or their duties, or who neq-1ects or refuses to comply with or carry out the directions of the owner, aad such person or pez6ond shall not be employed again thereon without written consent of the Engia6er. 111 workman shall have sufficient skill , ability, and experience to properly* perform the work assigned to them aril opdra to any equipment necessary to properly carry out the perforldance of the assigned duties. The Cantra&,tor shall f-rnJE;,h and maintain on the work all such equip*61it -as is considered- t be neaassary for Proseaution of the �ork in ah acceptable manner a ad at a satisfactoicy rate of progress. h1l equipment , taol!i , and machinery used. for handling materials and executing any part of the work shall be snhjo t to the approval of the Eng Laeer an-d shall be maintai'ned In a satisfactory, safe and efficient -working condil�ian. Equipment on any portich of the work shall be such that no injury to the Work, workmen or adjaceat property will result from its use: C7-7vfi WORK SCHEDULE: Elapsed working days shall be computed. starting 'W Lth the first day of work completed as defined in Cl-1 ..23 "WORKING DAY" or the date stipulated in the ".WORK pRpW for beginning Mork, whichever cores first, Nothing in these Contract Documents shall be construed as prohibi.tiag the Con�ractcr from working on Saturday, Sunday ar Legal Holidays# providing that the following requirements are meet: $. A. request to work on a specific Sat-arday, SiInday or Legal Holiday must be mane to the Engineer no later than the proce4din.g Thuraday. b. Any wa-rk to be done on the proji�ut on such a -specific Saturday, Sunda or LegAl Holiday must be, in- the opinion of the Engineer, essential to the timely completion of the project. Thio Engineer ' s decision zha11 be final in response to such a request ,for apiaroval to work on a -9pecific Satu-cday, -Sunday or Legal Holiday, and no extra Qompensation shall be allowed to the Contr�tctbr for iny work performed oa such a specific Saturdayf Sunday or L!$al Holiday. Calend.' Lr Dayo shah be- defined in C1-.1.24 and the Contractor may wurk as he B aesiteq. C7--7 (3) i C7-7. 7 TIME OF COMMENCEMENT AND COMPLET16N: The Contractor Shall commence the working -Operations within the time specified in the ontract Documents and .set forth in the Work Qzder. Vailur8 to do so shall. be corxsidsre.d by tree ---Owrne.r as abandonment of the Contrack by the Contractor and the Owner may proceed as he r7ees fit. The Cgntra.ctbr shall maihtain a rate of progress much-. aa will insta r the Eh whc rar-k• will b tr p f rnex3{ rdwrh# . .pzein. cleaned up in a_ccdrdance with the Cantfact Documents and within thqt time established in such documents and such extension cif tinke a4 inay be prcperl-Y authorizers by the Owner. 2z::.1. 8 8 T'gNSION DF -TIME .COMPLETIOV; The Contradtar !s request for an ektension of time of Forapletion shail be considered only' when th'e request fbr such a tensioA !s submitted in writigj to tNb Engineer within seven days from and after the timb al legeA cause of delay shall have occurred . Shoald an extsnsi.on of the time of cerao.ljatjaft he regdestea such xequeat will be forwarded to the City Council for approval in adjusting the contract time for t--omgletion of work ; corisid,eraElon- will .he giv&P to unforseea.ble. causes beyond the control of and .without the fault or negligence of the ontractor, including but liinit - to act$ of the public e�n.amy, � acts of the Owner , fire , flood , tornadoes , apidem.ies , quarantine -restrictions, strikes- freight embargoes , or delays of sub-contractors Sue to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because sof inclement weather will n6t he considered. A request for extensi.On of time due t.o inability :to obtain zgpplies ,and materials will be considered only when a review of thq Contractor-Is purchase order dates and other pertinent data as requested by the Ea.gineer indicates that the Contractor has made a bonafide attempt to 'secure delivery on schedule. This shall include efforts to obtain the cap-plies .and materials from alternate sb rces in case the first source cannot make delivery. . if satisfactory execution anal completion of the contr-avt should require vroirk and materials in greater amountsor qLrawtltles that. those set for-th in the approved Coati.act Documents, then the contsar:t time may be increaseerl by Change Oriler. C7-7, 9 DE'tAYS: The Contractor shall receiv'n no .compensation for delays or hindrances to the work, except when direct and unavoidable extra cest to the Contractor is caused by the failure of the City to provide information or material , iP C7-7 (4 ) any, which is to be furaished by the City_ When such extra compeixsatioA is claimeA a writtan statement thereof shall be prasanted by the_ Contracter to the Engineer and if by him found correct shall be approved and referred by him to the. pouncil f..ar f,iaal appzoval or disapproval) and the action thereon b the Councfil shill be f ival and binding. if delay is caused by specific orders given by the Engine8ra ho stop wank, .or by the performance of Extra work, or by bhe failure of the City to ,provide mateiri.al or necessa-ry instzuotions for carrying„ bn the work , then such dela, will entitle. the c6ntractor td an equivalent extehai,on of time, his applLc€tidn for which shall , din-waver , ba subject to the approval of the City Council; and ne such a teasjozj of tinie . sball release the Corttrac.to� 6r the surety on lois perfarmanee bond from. all his obligations hereunder which shall iemain in full force until the d,.ischargs of Lhe contract. CT-7 . 1.0 TIME OF COMPLETION The time of completion is- an essential ele�ment of the contract. Each biddex shall indicate in the appropriate place on the last page of the Proposal tete number of working days or calendar days that he will require to fully complete thin contract or the time of completion will be spe6ified by the City in the Proposal aaction of the contrast dos-ume ts. The number of days indicated shall. be a realistic estimate of the time. r quired to complvste the work goveri�d bar the specific aontraet b8ing bid uVo;i. The amount df time so stated by the successful bidder or the City will become the time of campl6Uon specified ift the Contract Documents . For each calendar day that any work shall remain uncompleted after the time specified in the Contract Docu-meats, or the increased time gzanted by the Owner, or as automatically inere sed by additional work or ma.terials ordered after .the cotitr-act is signed, the sain per day givers In the followi-nq schedule, unless' otherwise specified in other parts of the Oantract Documebts , 'will bLe deducted .from monies due the Contractor, not as a penalty, but as liquidat-ed damages saffered by the Owner. AMOUNT OF CONTRACT Leas than 5,000 inclusive 15 . 00 $ 5, 001 to 15, 000 inclusive $ 4.5. 00 15,001 to $ 25,000 inc,liu;ive $ 63. 00 25,001 to $ 50,000 inclusive $ 145 . 00 50, 001 to $ 100, 000 incl sive 15 4 . 00 100,001 to 500,000 inclusive 210 . 00 t C7--7 (5 ) t 5o0,o01 to $1 ,00Q, 000 inclusive 315, 00 $1,000,001 to $2 , 000 , 000 inclusi' e $ 420- 00 $2,000,001 and over $ 630. 00 The parties hereto undai retand and agree that aray harhi to the City caused by the Contractor ' s delay in completing . the ork hereunder in. the time specified by the Contract Documents would S6 Incapable or very difficult of accurate est iidatldn, and that- the "Amount of Liquidated Damages Zer nay",; ad set out above, is . a_ reasonable -for-eaast of just c0impensation. -due the City. for harm caused by any delay. C7-7 . 11 USP9X81-0N BY COURT ORDER: The Contradtbr shall susp8ad oporations on such part or parts of the w6A o-kdexed by any -court , and will hot be -entitled to a�ditional compensation by virtue of such court or•dor. Anther will hd be liable to the City in the event the work is suspended b a Court Order . Neither will the Darner he liable tb the Contractor by virtue of any Court Order or action fot whiub tete owner is not solely responsible. C7--7 . 1 TEMPOR"Y SUSPENSION: The Owner shall have tb8 right to . suspend the work operati-6n wholly or in gait for ' sucb period or periods of time as he may deed necessary due Eo unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or- E�xgin er cause further pFosecution of the work to be unsa-tfsfaaEary 6,r detrimental to the interest of t=he project., During Temporary ` suspension of work covered by this cantraot, for Any reason, the owner will make no extra payment for stand-by time of construction equipment and/or construction crews. if i. t shou.Id b-ecome Necessary t-a suspend work for a-a in4efinite period, the Contractor shall store all mater1 als - in cutch manner that they will not obstruct or impede the public unnecessarily nor beoorrke dahaged 1n any array., and he shall - hake ev.eTy px-ecaution -to prevent, damage aFr detezioratiaa of the work perfotmed; he shall provide suitable dr-ainAgd -abdut the work, and erect temporary structures where necessary. - Should the Contractor not be able to complete a portion of the project due to causes beyond the contrii of and witbout the fault or negligence of the Contractor as set forth in Raragiapla C7-7.8 EXTE$SION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Etxg ineer that a s6lution to al3ow non s truttion to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off- the job and ret.urhing the ndcersary equipment to the Job when it is determined by the Rngineer C7-7 {6 } that const-ruction may he resumed. Such reimbursement shall be based on actual cost to the Contracdtor of moving the equipment and no profit will be allowed. -No reiimbursement shall be allowed if the equipment is moved to anathei� construction project for the CitY Of Fort North_ The Contractor shall not 30sipend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations.. C7--7 . 13 'iTERMINATiON OF CONTVACT DUE TO NATIONA-L EMERGENCY: Whenever, becaube of National Emergency, so declared by the Preaident of the Un ite.d Statds or other lawful Auth6rity, it becomes Jmposatble for the Contractor to obtain all of the necessary labor- , materials, an equipment for th8 roseaution of the work 4ith reasonable continuity fbr a period of two ma-n�hs, the Contractor shall within s�seven da notify the Citlr in wri�jng , giving a detailed statement �Df the efforts which have been grads and listing all necessAry items of labor, materials., and equipment not obtainable . , If , after inve-stigations, the owner finds that such condiiibns "ist.ing arid' that the inability of the Contractor to proceed is net attributable in whole or in pact to the fault or neglect C)f the Contract, then if the Owner cannot aftex reasonable effort assist the Contractor in pre using anal making availab.le the necessary labor, materials and equipinent within thirty days , tt,e Contractor may request the Owser to termidai to the can act and the Owner may comply with the request, and the termination shall be conditioned and based upon a, final settlement mutually acceptahLe to both the Owner aAd the Contractor and final paymi--At shall be made in accordance with the terns of hhe agreed settlement, which shal-I include, but not be limited to , the payment for all Vork executed but no anticipated profits. on work which Inas not been performed. C7-7.14 gnSP.ENSIGN OR ABANDONMENT OF THE WORK ANl]. ARNULMENT OF CONTRACT; The worK operations on ail or any portion or suct:-,-W� of the work under Contract shay ) be suspended im=ediately on written order Of the Engineer or the Contract may he declared cancelled by the City Council fir aay gaol and sufficient cause. The following, by way of ex4mple# but ilat of limitation, may be consid-erad grounds for susptmsivn or cancellation: a. Failure of the Contractor to camm.ence work operations within the time specified in the Work Order issued by the Ow-nee. C7-7 ( 7 ) b. Substantial evidence that progress of the work operations by coatractPr is insuff icient to tomple to tete worm within thEe specified time. C. Failure of the Co.ntractok to provide and mdintain sufficient labor and equipment to properly execute the workiDg operations- a- 15u-bataat-iAL evi-dence ;th.a.t �he� C,on-tr-actor has abandoned the work. Substantial evidepce thart the Contractor has becoms insolvent or bankrupt:, or: otherwise fi hacncially unable to carry -on the work sat isfact drily. f. Fail are on the pa7t of the Contractor to observe any requiremehtz� of the Contract Doc rments- car to comply with any orders given b ' the Engin.aer or a Owner provided for iia these` Coutract Document-s . g. Failure of the Contractor promptly to u+ake good any defect in matinxials or workmanship, or any d' f acts of any uat.ure th-e correi�:ti.on of which has bean directed irx writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose t of 111agally Pr curiag a contract or p4t'petratiug fraud an the City is the co sitructi-cm of work under c6ntra,�t, i. A substantial indicatioin that the Contractor has made an unauthorized assignment of the contract dr any funAs due the-retrom for the benefit of any cr itor or -for any other purpose. If the cOntract-or shall for any cause whatsoever not carry on the working ope�r4tion in an' a acceptable manner. ;C. if tfid Contractor eomvLences legal action aghinat the Owner. A copy of. the suspension order or action of th6 City Council shall bicy served on the ConEractor ' s Sureties . When work is suspended for any cause Qr causes , or when the car- tract is canceller, the Contrar-tor 5haLli discontinue tete work or such part tber eof as the Dvne,r :shall desigiaate, whereupon the Sureties may, at their option , assume the contract or that portion thereof which the Owner teas ordered t}i-e contractor to discontinue, and may perform the same or may, with the written C7-7 (8 ) consent of the Owner, sublet the work or that portion of thf_�,, work as talon ever, provided however, that the Sgretierts shall -exercise their option, if at all, within two wereks after the written notice to discontinue the work has badn servid. upon tete Contractar and upon the Sureties or their ,authorized agents . The Sureties , in sucks event shall assume the Contra4dfor I 's place in. -all respects , and shall bES ..paicl-,by U e Owner for all work performed try them il; ac-=rdance wi- � e terms of the Contract Documents. All monies remaining due the Contractor at th6 time of this default stj• ll th-�reupon become dxjs and payable to the - Sureties ties as the wank pxogresses , subject to all of the terms of the CDntrac.t Pocamernts. In case the Suretiep do net, within the hereinabove specified time, exerc tse th* Ir right and option to. ass-6meR the contract resp-onsibilities , or that portion. thereo v'dicb .the Owner has ordered .by trio Cvatraewtor. to dis.continne, .then the Owner shall have the power tea Qomplre3te, by contract or otherwise, as it thy Aetermine, hire work herein described or ipuch part the-reof as it, may deem necessary, and the Contractor .hereto &groes that the Owner shall have the rig_bt to t:akc! possession of and use any ma'ti- orias , plants' , tools, equipment, supplies , and property of any kind providad ,by .the Coratj.gci=or for the pgrpoee of .carrying on the work and' to Orgcure other tools,. equipment, materials, labor and property for fh� .aampletion of th,e work, and to charge to the accaunt of the Contractor of said contract expense iar labor, materials, t'0g1s , equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from . monies res may _be due ox may become due at any tinter thexea fta.t to the Contractor under and by virtue of the ontrpct or any part thereof . The owner Shall not be regAi.red to obtain the lowest hid for the w6rk compiEitkng the contract, but the expense to be ideducted shall be the actual cost of the owner o£ much work. In case such expenses shall exceed the amount which would have hen payable under the Contract iti the same had, been completed by the Contractor; -then t'he Contractor and his Sureties shall i pay the amount of such excess to the City on notice from the Ower of th-e exceise due. Parer, any particular paxt of the work is beim carried on by the Owner by contract or otherwise under the provisions of this section , the Cantracter shall. continue th.e remainder cf the work in conformity with the tarns of the 0cntraot Documents and in such a manner as to not hinder or interfere with performance of the work by the Owner. C7-7 . 15 FULFILLMENT -OF CONTRA T3 Th-e Contract will be considered as having been fulfilled, save as provided in any bond or bands or by law, when all the work and all sections or parts of the project covered by the Contract Documents have C7-7 (9 ) been fininhed and completed, the final inspection made by the Eh'ineer, and the final acveptance and 1!i-nal paywLt made by the. Owiaer.. 7-17.16: TERMINATION FOR CONVENT - Or THE ONMR: F A. NOTICE OF TERMINATION: tkho p6rformance of the Work un , thls: .ca. nt raet may- lie. ' r-mina:tq& by the Ovrn er 1i �viiale-. e,x from time to time! in Fart , in aocor�a nc `widb this seati.on , iahene4er the Owl)-er shall determine that such termination i� in the Bost interest of the Ov'tner. Any wbcb termination abAjl. bp- effec: tod ' by Mailing ae notice of terminat$on' to the Oarktractar f�;peeifyin ' the extent to which - performance of work under the oontuact is termlh-ated-, and Ehe cute upon which such termination k�ecom�s of teotiva~. Rece-ipt of the notice ah�Lll be deemed conclu-surely presumed and established oihem- the letter is plac4d im the United States. Mail 'by the Owner. - FUrther , it shall be d rn x n �u$iuel -pr esur#ed and established -that Ruch termination is r da with Just causne as thj�tein stated; and no proof in dny claim, -deinand of suit shall be re of-ed of the Owner- regardifig smab discretionary actlon. B. CONTRACTOR ACTION: Afte� sec i pt- 6f a notice of term nation , artd except as otberwise directed by tete Engineer, the ntractor stall-� V 1. 6top *ork under the cont.ralct an the datit and to the extent specified in the notice of ters.inati.on 2 . place no further crd4rs or Aabco#t�ca;cts for materials ; services or facilities-- ex egt as may be necessary f-or bompletidn of s-uoh po�etidn of Che work under the contract as is not terminated; 3 . termi.nate all orders and subcontracts to the .extent -that they relate to the performance of work tefminated. by the notice of termi€tati0n; 4. transfer title to the -owner- and deliver in the mariner, at tete times , and to the ektent , if any, directed by the Engineer: C7--7 (10 ) a, the fabricra<ted or unfabricated parts , work in process , completed work , supplies and other material produced as a part of , or -acquin connect iori with - the performance of t-he work terminated by the notice of term'inatiori t and b. the completed, or partially completed pl"s, drawings ; information and other iproperty which ,. if the contract had been completed , wo.ul-d have been required to be fnrni<shed to the owner. 5 . complat'e performance of Such part of the work as shall loot. hate been terminated by the notice of terpinatidn" and 6, take such aution 'as E14Y be aecessary, or as tbt Engin&er ftLay, for the protection and preservation of the property ,related toits .c.0'ntract �-rhich i6 in the possession of the Contractor and in which the Owner has or may acguirQ the r t. At a Lime trot later than 3 days after the * termination date 'specified is the notice of termination , the Contractor may submit to the Engineer a list # certified as to quantity and gnal-It , of any or all items of termination inventory not previouslydisposed of, exclusive nf- iteftts the disposition of whi.cb hag been directe-d or authorized by the Engineer. Not later than 15 clay$ thereafter, the owner shall accept title to such horns provided, that the list submitted shall be Pubje t to, vprificetion by the Hngineer upon removal of the iteTi s or, if the items are stor0d, . wit-hin 45 das. from tbe. date of submission of the lint, and any necessary, 6d3ustments tv . correct the list as submitted, shall be made pribr to final settlement. C. TERMINATION CLAIMS: Within 60 daylt after notice of terminat our the Contractor shall -iabmit his terininatiorx claim to tfie -Engineer in the farm and with the cextif icat ion pr4a car i be1d by the Engineer . Unless one or more a tensiOnx t Ln writing are granted by the Owner upon request of the Contractor , made in writing within such 0-day period lor authori%6d extension therebf t any and all such claims shaLL be conclgsively deemed wal-ved. C7-1 (III D. AMOUNTS : Subject to the provisions of item 7-7t16 (C) , the. Contractor and Owner may agree upon the wi-hole or any part of the amount or amounts to be paid to the- Contractor by reason of the total or partial, terminAtion of work pursuant hereto ; provided, that such agreed arnc>unt or amounts shall never ex-ceed the. total contract price as reduced b the.. amount of payments otherwise utade and a.s ,furthe-r- --recite d•- b the• contract- pr i-ce of work riot terminaitad-. The contract shall 'be amender, accordingly , and the .Contractor shall be paid the agreed amount . No amount shall be due fo`r lost or anticipated .-profits . nothing ire .C7-7 . 16 (E ) hereafter, prescribing . the amount to be paid to the Coni rac to r in the event of failure of the Contractor by reason of the t-Earminatioa of stork pursuant to this section, shall be deemed to IULit, restrict or' otherwise determine or affact the amunt or a4moui is which- may be agreed upon to be paid to the 6ntractor pursuant to this paragrapb. E. FAILURE TO AGREE.: in the evert_ of the f.ailgre of the Contra,ctcr and tie owner to aykee as provided in C7-7. 16 ( D) upon the whale amount to be paid to the Contractor by reason of the to'rmination of work pursuant to -t is section the -owner shall detdrrnine, on the basis 91 infoTmaiion available to it, the amount, if any; due to the Contka.ctor by reason of the termination an shall pay to the Contractor the aino,unts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS : In arriving at the amount due the contractor under this section , there r3hall be d i3udted { a ) all unliquidaked advance or other payments on account theretofore made to the cont]racto]r� applicable to the terminates portion of this contract; ( b-) any clam which the owner may have against the Contractor in connection with this contract, and ( c ) the agreed price for , or the procged.s , of sale of, any materials , supplies or ether things kept by the Contractors or dotal , purse-ant to the provisions c?f this clause, and not otherwise recovered b; -or credited to the Owner. G. ADJUSTMENT : if the terminations hereunder be partia.,l, prior to the settlement of . the terminated portion of khia contract, the Contractor may file with the Engineer a request in writing for an C7-7 (12 ) equitable adjnstment of the price or prices specified La the carxtract relating to the coiitivued poition of the evntract (the portion not tez-minatead _ by the notice of. termination ) , such equitable adj-astment as may be agreed upon shall be mate in sucks price or pr nes ; nothing contained herein , how6ver, shall limit the right of the Owner aid the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the -continued portion of the contract when said oorx.tract does not contain an established contract price for such continued portion. H. NO LIMITATION OF- RIGHTS: Notbin4 contained in this sect on shall 3 reit or alter the rights whir-h the owner may have for termination of this contract under C7--7 . 14 hereof entitled *Suspene- 10n- Of Abandonment of the- stork and Amendment of Contract'p or any other right which Owner may have for default or bleach of contract by Vant.ractor. C7-7 . 17 SAFETY KETJIODS AND PRACTICES The 6ntractor small be responsIble for iniUating , maintaining , and supervising .all safety precantioms and programs in cdanectica with the work at f all times and shall assume all responsibilities four their enforcemani. The Contractor shall comply with federal, stAte, and local 1awE5, ordinances, and regulationz so as tv protect person And property f ram injury, including death, or damage in cosinection with the work.; C7-7 113 ) PARS' C - GENERAL CONDITIONS CB-8 KEASUREbMNT AND PAYMENT SECTIO CB-8 MEASITREMENT AND PAYME19T 08--B.. 1 MEASUREMENT OF- QUANTITIES : T.�e determihation of q-u&ntitias of work performed by tete contractor and authcriz.ed' by the Contract Documents acceptably completed under the terms of the Contract Dounments shall be made by the Engineer, haled on mp�asuremen is Riad4 by the J�ngjLjeer. Thee measur- mento will be made according to the United States Standard Measurements used in common practice , and will he the aabAl length, area$ solid contentg, numbers, and weights of the materials acid i,temq installed. C8-8. 2 UNIT PRICES: When in the Proposal a "Unit Price" is set ort , the said "Unit Price" shall irIclude the furnishing by the Contractor of all labor, tools, .materials, machinery, equipment , appliances ana appurtenances necessary for the construction of and the completion in a mariner acceptable to the Engineer of all work to he lona under these Contract �oou�e�xts. f The TIU-nit Price" shall -include ali permanent add temporary protection of ov9rhead, surface; and underground s-tTuctuires , c1,eanup, finished , overheea expense , bond, insurance, patent fees, royalties, risk dup to the elements and other causes, d'a1ays , profits , in3uries, damages claims, taxes , a.ind all other items not specifically mentioned that may- be requ-i-red to fully construct each. item of the work complete ih place and in j satisfactory dandition for cperation. C8-$ . 3 LUMP SUM: When in the Proposal a "Lump Sum" is set aytb, the 'said "Lump Sum" shall represent the total cost for the Cont-motor to furnish all labar , tools , materials , machinery, equipment, appurtenances, ana all subsidary work necessary for the construction and coMpletiion of all the 0017k L•o provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C-8-8 . 4 SCOPE OF PAYMENT: The Contractor shall ireceive and accept the- compensation, as 1Yergin provided, in full pAyment for furnishing all labor, tools., materials, and Incidentals for performing all work contemplated and embra,aea under these ontract. Documeg�nts, for all loss and damage arising out bf the nature of the , work or from the action of the elements , for any unforese-en defect5; or obstructions which may arise or be encnunterad during the prasacution ct the work at any time CB-8 (1) before its final ceptance by the Owner, (except as provided in paragraph C5-5 . 14) for all risks of whatever description corindcted with the prosecution of the work, for all a ease incurred by or in consequence of Suspension -or disecntinvatioe of such prosecution of the workings operations as herein spe-cifisd , or a.ny and all ihfrih'gemen _S of patents , trademarks, copyrights , or other legal reservations, and for complek.eiag the work in an ace�ptable mantidi according to the term& of -tt . Contract Dooumen:tg-. The payMent df arty current or : rtia-1 estimate prior to final acceptance of the arozk by the Owner shall in r�'o way constitute an acknowledgzni ne of the acceptan a of the work, materialt, or eq-,fPment, _-pQX in any way prejudice or affect the ob•I_igations of the Contractor to repair, corr4ct; renew., or repla6e at his own and proper expanse any defects or imperfect.i:oiis in the construction or in the q'trength or .quality of the material used or equipment air machinery furnished in or about the construction air the work under contract and its appurtehahces, or any damage- due or attributed to such defects , which defects , imp,erfection., or damage shall have be di En-ove'red on or beforL- 'the final inspection and acceptance of woxk or during the one year guaranty period after final acceptance. The Cerner shall be the sole judge of such defects , imperfections, or damage, and t4a Contractor shal'I be liable to the owner for failure to correct the same as Piavide'd t 08-8 . 5 -FAMTIIAII. ESTIMATES AND RZT41NA E: Between the 18t and 5th day of ca 1i mgnt}-the ontractor swh.all suSmit to the Engineer a statemant s.hcwing ' ;ih estimate of the value of. the work done during the previour, month, or est_i�mat-6 Pariad under the Contract Documents. Not later than the 10th day of the rponth the Engipeer shall verify such estimate, and if it is found t.o be acceptable and thg jalde of work p tormad since the last partial paymib�nt was made exceeds one hundred dollars ( $10QAD) in atount, 908 of suph estimated sum will tie paid t'o the Co6tra tot if the total contrlact amo-Uht is Less than $400,GTO , or 95% of such a'stimated sun will be paid to the Contrdator if the total contract amount is 400,000 di greater within twenty-five �(25) day!4 after the regular estibate period. The City will have -the pption of prepariag estimates on forms furnished by the City . The partial estimate may include acceptable.' a6rxperlshable materials delivered to the w6rk whjLc.b are ' to be incorporated ipto the work as a permanent part thereof, but which at th 'the time of the estivate have not been installed. ( suclf payoent grill b� allowed .00 a basis_ of 85% of the net invoice value thereof . ) The Contractor shall furnish tete Hn�inecr such i.nforrnat.ion as ha ma-r request to aid C8-8 (2) him as a guide in the verif xcatior< or the preparation of partial estimates. it is understood that the parti-al estimate from month to mouth will he approximate. only, a-nd- all partial -Mvothly estimates And payment will be subject to correction in the estimate rendered following the discovery of an error in-. any previo" estivnate ,'and such estimate shall- not, in any respects be taken as an admission cf the Owner 0,� the amount of work done or of its quality of sufficiency; or as an at-,cepta,nc-e of the work done or �h-e relea �a of theContractor- of any of his responsibilities under the Contract Docamerita. The City -reserves theright . to withhold ,the laaymeht of any monthly estimate if the co.intra-ator fails to •perform the work strictly in accordance= waith the spec ificattans or provisions of .this contract. C$-8 . G WITHHOLDIN PAYM'V-ATT payment as any. estimate O est mates may be held . in abeyance if the Aerf.4Drmance -of the construction operations is aot itt accor-daninne Frith the regVirements cf the Contract Documents. CB-8. 7 FINAL ACCEPTANCE: Whenever the irkprovo-iments provided for by the Contract DooUM-ents shall have been zoiipieted and ' all requirements of the -Gontrac.t Docaments shall have been fulfilled on the part of the Contractoz , the Contractor shall n6tify the Rnginee�r in writing that the Improvematts -are ready fct the final inspection . The Engine&r ,shall notify the appropriate officlaIa a the Owner, wi11 within a treasonable time maker such f-inal ipap-ecti.on , and i;-f the work is satisfactory, in ars .ac-ceptable condition , aad has been completed in ac-oordance Frith the terms of .the Contrac-t Docuinent,5 and all approved modifications thereof, the Engibeer wili initiate the trocessing Of the fi.na.I estimate and rdcotnmend final acceptance of the project and final paym6nt therefor ab 6atl-ined in 08--8.8 belokr.- C8-8..8 FINAL.-PAYMENT: Wh%never all the impxoVem6nts p=vided for by the Contract Documents And all aiiproved- modifications thereof shall have been completed and all requirextietts of e Contract Documents have been fd1frilled oa the part of the Contractor, a final estipate shoring the value of the work will be prepared by the Engineer as soon as . the nece48ary m6asuremeht§,1 computations, and checks can be made. All .prior estimates upon which payment has been made ar8 subject tb necessary corrections or revisions in the fiscal, payment. C8-8 ( 3) The amnusit of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will �)e paid to the Contractor within 60 days after final acceptance by . the owner on -a groper resolution of the CityCouncil, provided the Contractor has furnished. to the owner satisfactory evideage of pgyment -as iollowa= Prior to Submission of the final estimate for paymentp the �oritractor Ahali e-xacute an affidavit, as ftbrn-is-hed by the- C,ity,. c4--rtifyidg- that aLl persons ;. firms, assoaiati,ons, ciorpor-Ationu, or other oz-q.ana zations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Coancil in the City of Fart Worth has been paid, and that t�rere are no :claims pending for Lczsonal injury and/or property- damages . The akoceOtance by the Contractor of the lats or final payment as aforesaid shall operate as and shall release the towner from all clairnrpL or .liabilities under -the Contja,.ct for azythi ng done or furrxizhed3 or relating -to the %rWrk ugd.et' 'Contract Documents or any act or neglect, of said City relating to or connected . with the Contract. The making of the fina-1. payment by the Owner. shall not relieve the Contrad:tar of any -quArantees or -othei. of the Contract Dd umai�ts whiab specifically comtina& thereaif'tar. CJRyB'..9 ADEQUACY QR DESIGN. It is understood that the Owner e-1-Ieves ft has empfo ed competent Miginee-rs and designets' to . prepare the Ciontka4bt Documents and all modificatloas of tba approved Co€ hraat Documents'. it is, therefore, agreed that the Owner ew hall be- responsible for the- adequacy of its on design features , sutf iciency of the Contract DocgMi entS , the siafgtr of the stfucture , and th.e practicability- of the 6perations -of the completed pie-oj.eat.i pxavi~.d;ed. the' Contractor has complied Vi-th ;the require-t,ents . of the rmid ou< ract bocuinehts, all approved Audit ications thereof, ane additions add alterations tbereto akpgrav-ed in writing' by the Owner. Tate burden of proof of such compl.i.a.nce - shall: be upon the C6ntr4ctor to show that he has comj�-Iisd V-ith the said regniremanta of -the Contract Documents, app r oved ,M06.1-f ai,C'�Ltibas Ehereof, and all approved additions arta alterations thereto. 1~8-8 .I.0 GENERAL GUARA, T.Y. Netither 'the €inal certificate of paymemt mar an.-Y -p5r0+ J as in 'tfie contract b0cuments nor partial or entire occupancy or use of the prem.-ses by tate owner shall constitute an accepta,ace of work not date iii accordance with the Contract Dod-aments or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and CS-8 (4 ) pay for any damage to otbeK wort resulting therefrom which shall appear within a period of one year from the date of final, acceptance of the work unless a longer period is specified andshall fu.rniah a gond and sufficient maintenance bond in the amoant of 100 percent of the amount, of the contract which shall assure the performance of the general gQaranty as above outline . The Owner- will give notice of observed defects with reasonable promptness. C8-8 . 11 SUBSIDIARY WORK : Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the plans, the General Contract Documents or these Special Contract Documents , in which no specific item for bid has been provided for In the Proposal, shall be considered as a subsidiary item of work , the cost cf which shall be included in the price bid in the Proposal, for each bid item, surface restoration, rock excavation and cleanup are genearal items of work which fall in the category of ,subsidiary work. CS-3 , 12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under var ons bid items in the Proposal to e-stablist3 unit prices for miscellaneous placement of material.. These m,atetials shall be used only, wh'dn directed by the Engineer, depending on field canditicha . Payment for zniscel.laae4Da5 placement of material will be made for only that amonnt of material used, measured to the nearest one--tenth unit. Payment fd= miscellaneous placement of material shall be in accordance witb the General Contract Documents regardless of the actual amount used for the project. C8-8 .13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all sgeci scat o-ns, plans , addenda, modifications , shop drawings and samples at the site, in good order and aanotated to show all changes made duri.nq the condtrudtlon process . These shall be de-liveTed to Engineer upon com'Pl.etion of th.e work. C8-8 (S) PA RT C'7: UPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDI'1I N A. Gederal These Supplemeuta-y Conditions amend or supplement IIie Gcnaral Con ditjoas of Lire Contract and other provisions c}f Mie Cotitr#ct Documents as ir3dirated below. Previsions which etre not so amendr-d or supplernesitcd rtmain in full force and of ct. B. CS-8.5 PARTIAL ESTIMATES AND RETAINAGE: Wage C&B '(2), should be dc:lulud in its ran tire, y and replaced with Ilio fol 1QWing: PaTtlaI Pay estinifites shall be submitted by the Comm tor or pmp&M by the Citybn the: 5th day and 20[h day of each month that the work is iB pmgr,asq, The esti-mate shaiII be proceeded by the City an the .1Oth flay and 25th day re,Npectively. Estimates will l)c pain within 2-5 clays following I.he end of Lhi5 estimate poriod, legs die appropriate retaij)age as set out below. Partial pay estimates may. include, Kcepta.ble noupeilshablu nuterials deliver d to [lie work place which am to be hicorperated into the work as a perr uiont part thereof, but whrich at the time of the pay estimate nave not been so ins I.a]idd- if Surh materials are included within u paY estimate, payment shall be basad upon 8.5% of the net voice value thereof TIie Contractor will furnish the ggiszcer such iaformation as may be reasonably requested to Aid in the verification or the pkeparation of the pap estimate. For contracts of less than 400,1100 at thr, lilac of execution, retainage shall be ten per cent U0%). For.:contracts of$400.000 or atom at the timet of a edition, retainage shall tie five percent {5%). Con Lractor sba.11 pay 6uhrvntrac1:01's in accord with lhY subcuatra t aVr eerrtent within fivC (5) business clays after xix.eipt by Contractor of the payment by City. Cantrauiuea faiilnme to make 'the requimd payLlelits to subcontractors will authorize the City to Will hold fixture payments froru file Contractor until eanlp]iance with this paragraph is accrimpli.shed. It is understood that thepai-Lial prey estimates will be approximate only. and all pniiial pay. ('2fi-Mates and Pu ment Of same will be .;uhiect E0 correction in the estimate rendered following the discovery of Elie mistake in aay previous estimate.. Partial payment by Owner .for the ail2ounl. of work dome or of its qusity or sufficiency or acceptance of die work none; shall not relense rhe Contractor of any of its MsporisibiliLies under Eli, oniract Doc a=nts. 'Ile City m�ervcs the right to withhold the payment of any par-fiat esti.rrrute if the Contractor fails toperform the work in si.rlct accord" re with turf specifications or ottler pmViRions of this cont,-aa C. Parc C - CienerW Condi lion rt: Paragraph C3-3.1 1 of the Generali Conditions i� deleted and rr-placeJd with D-3 of Pa rr D -. pec hrl Conditions. 1). 123-3,11 INSURANCE E Pngc C3-3 (6): Deletc suhparagraph "g. LOCAL AGENT FOR -INSURANCE, AND BONDING" Revised Pg. I IW24M E. C6-6.1.2 CONTRACTOR'S R.ESPONSif UTY FOR DAMAGE CLAIMS. Page C6-6 (9), is deleted In its entirety and replaced with the following: Coatractor covenants And agrccs Uj 1ndo-m yify City's engin=e{-and arch.wu, and their pr,Tsortnel. At the prgicet site for Contractor's sole negiigt taco. In addition, Cotatractor covenants and agr s to indemnify, hold harmless and dr_-fend, at [Ls own expense, thn Owner, its oflief rs, �eruants and employee, foam and against any and aJl claims or. s1f for propely loss, propoily damage, personal injury, including death, arising, out of, or alleged it) wise taut of, the work anti services it)be performed hereunder by Contractor, 43 officers, agents. erupluyees, subcointrat:tors, .licensees or invitees, tphether or gal ally, such iniury, dames a ror deudk is raysed in whole or in ptul, b 4e rre It erre-e or al#e cd ae lx erre of 01viser, my o cern servants or emr la ees. Contractor likewise covenants and aDvcs to indemnify and hold harmless the C wmnr frrsni and against any and all iniuric.s tt, -Owner's officer.s, servants and employees and any damage, loss or destruct ion to properly of the Owner arising fmm tint perftErr dwu-, of any c}f the terms and conditiorjs of this Colltraot, whether or not any sorft ixtiurV or damaag is caused in rr hWe or in Rert h -the ng di en a or aLleg ed rte fic+face a fin leer its o `curs iservrr�its Or empLoyees. til the event Owner rffcrives a written claim for d=agar agains[ the CEontnct4rr or its subcontrai--tors prior to final paymccut, ftmal payme-BE steal] not. he inacfe until C.ontr=tor tither (a) submits to Owoer satisfactory evidence LhU the claim leas been settled andlor a release from the claimidni. involved, or(b) provides Owner with a letter from Contraewr'8 liability insurance carrier that the claim has baen referred to the insurance cagier. "Chi Dit=tur aw , if he deems it appropriatc, refuse to accept bids on other Pity of bort Worth public work from a Contractor ugainm whom a claim for damages is outst ding as a result of work peiFporrucd under a City Contract. F. INCREASED OR DECREASED QUANTITIES: Part C - General Couditiong, Section C4-4 SC OPi3 DI~WORK, Page C 4-4(l), revise paragraph 04-4,3 1 C RRA ED OR DECREASED QU AN TIT ES to read as follows, Tine Owner reserves rhe right to alter the quantities of the work to Ric perforrnt--d or to cxtt,ad or shorttm the improvements at any time when and aN found to bo necessary, and Lite Contractor shall pmfoTm the work as a tered, increasod or de-cmased at the unit priees as established in (lne-contrac[ do"men is. No allowance wiII& made for any Changcs in lost or anticipated prurits nor shal l swch changes be considered as waiving or invallda(ing any mnditions or provisloas of the Contract Documents. Variations in q'il rolitie.S, of sanitary sewer piers in depth oalegoh shall be interpmted herein as app]ying to the ovq-,MI quandties of unitary sewer pipe in each pipe size but not to the various depth categories. R evi cd Pg. 2 10124102 G. x.11.LNSURA1 CE. Page C3-3 (7): Add subparagraph "h. ADDMONAL. a. Thr: Ci its offici�rs, employ s and servants sh411 lac -undorsed as ail add ii lona] rn8ured en Contractor's insurance policies excepting employe.rs liability l isuranc-a caverage under Contraotor's works:t:q'compensation insurance policy. b. Certificates of insurance shall be tic}livered to the City of Fort WoO, con.tFac:t Rdmiris"Inr in the respective departmehl as specified in the Idea documents, JGOO Thrtrckmerton Stree€, Fon Worth, TX 76102, prior to Conuncncerneat of work on the contracted project. u. Any failure on part of tll�-, Coity to request req imd insurartcc shall not COM a waiver of the insurance requircments 8peci f ied liciein. d. Each in8;urwt, policy shall be eadorsed to pTovidt� the City a ail imurn thirty days notice of ertncell'ation, cion-rentwal. and/or ina#,crYal change iti policy terms or cover e_ A ten days notice sd be. accepnfibje-in Lbe event of Tion--payment of premium. e_ nseirers must No authorized to do business in the State of Teus arxd :rave- a current AM. Best rating of : .II or equivalent measure of firtanrial. streng-tli and so]vency. f: Deductibl lbidt5, or self-handed retention timits, on eacli policy mull not exceed $1O.000-00 per OCC UrreMC QAI OSS a her-wise approved by the City. .g. Other Illan work-or's cgmpens,ation to&l]rarrice, in lied of traditional inso EMW. City rnav COMId ' alternative c over g r risk Ireatmcnt measures I.hmugh islstrra�rce, ponJs ar risk rctenilon-group�. The CitYmusl appravc, -M writing any alternadVO coverage. Ii. Workers' compensation jr1gur-ance% policy(s) c6vviing employees omployod on. the projeci shnE be endcused with. a wa<ivt�r of subrogation providing,, rights, of recovery in favor of Che City. i. City shall not he responsible for the tdimct paynwnt of imuranc e- premium costs for Contractor''; insn.riance-, j. Coritrador's insurance poiicies shall each he endorsed to provide that such insxrrance is primary protect Dn.and 2tuy self-funded or coruimercial coverage Ynaintained by City shaft not be-cal Ie d upon to cotriribute to loss recovery. k, In the course:of the prgject, Contraeior shall rz port, in a timely mdriher, to. C~q s officia11y designated con uraca admini'strator any known Ions ogqur ence which could give rise to a IiabiIity claim or law8nit or which ceuId result in a propr-rty lass. I evise,d Pg. 3 10124/02 I. CuntrauWA liability shall not be limited to thp-sppci-FIC8 armounts 0f insurance requhr-d herein. m. Upon the request of City, Cmi-tactor sha-U provide complete [copies of all insumnce polkics mqaimd by these; corset documeras. H. CS-8.4 SCOPE OF FA N -j T - Delete CS-8.4, Scope of Paymot at }gage 3-8(1) Is deleted in its trout and replaced with.the following, The Conmacter AM] mceivc and accept the corapun atiov as herein provided, in Fail payment for furnishing all labor, tools. materials, and incideatak; for pwforming all work contemplated and embrwxd under these Contract I,Docurnents, for all loss arrd damage arising out of the naue of the work or from the action of the elements, for any utforesee:n defects or obstrut ldans which raxy arise .or be encounLomd during the prosecution which r42y arise or be-encounterpd daring the prcx-;=ution of the work td Dirty dme iiefore its final accepnmce by the 0wnerr, (except as provided in paragraph 0-5.14) for all osU of whatever description connected with the prosecution of dl-- work, for all expenses hicumd by or i-a coasNuence of the suspension or discontinuance of stick prr»cuticin of the working operations as herci.n specifierd, or any and all Lafrhrigemcrrts of patents, trademark., copyrights. or other legal reservatifans, and for comple-ting the wofk in an acceptable: manner according to the terms of the Cc DocumanL�, The payment of any emc ut or partial estirnate prior to the Canal ftmeptuor- of the wo.A-by the Owner shall in no way constitute an acknowledgmeat of the, acceptance of the work, mata,rials, or equipmont, nor in qty way PT,--judice or affect the obligatiorl.'- of the Contractor to repair, corroct, renew, or replace at tris own and proper expense any dt+feeEs 'or irnperfecl.ion-S in the construcUvu ar in the+ strength or quality of the rrtaterial used or equip=tat or machiamy furnished in or about the construction of the work under contract and its appurtenances, or any damage duo or attributed to such defectg, which- defect, imperfections, or darnage shall Dave been discovered on or before the fwad inspection and acceptance of tho work or during the two (2) year guaranty pedod after the .final cc gtar�ce. The Owner sluill be thr, sale Judge of suir.h defects, iwNrfoaions, or darnage, and Lbe Contnac:[or shall be liable, to the Owmr for failure to cs,rre u the same as providdd herein. I. C.. S.1 Dst RAL-CMARANTY:DB]cte 0-8.10, General Guaranty at page C.8 (4) i.s delnied in iEs entirety triad replaced with the following, Neither the. final ccrtitieata ofpaymem naT any proviuion in thi: Contract l utunzents, nor partial or entire occupancy or use of the premises by the{owner Mind constituto an ncccptance of work not done in accordsnce with the C.'ontraei Documents or relieve the Contmtor of Liability in respect to any express waaan ties or respwixibility for faulty materia lS or workmanstup. Tbe- Cantrartur shall remedy any defotts.ordam ges in the work and pay for any damage to other euork cr property tvsgIdng therufrorn which shall.appear within a period 0 two ( ) years From the date of Final aceepwnce of the work unless a longer period is.9pecitled itnd sliall Fxxrni6 a good and sufficient-maintenance bond in the amount of 100 parcerit of 1he amount ref[lie contract Revised Pg. 4 10/24A)2 wHeh shah assum the, Nrformrinee of the general gtiirrunty as above ouI Iined. The Owner will give notice cif obsorwed dvftxts with reasollabit. promptness_ Any re-fere-ace to any shorter period of ti ic- of waa-rranty conlatne€i cls; here within t1w slrceilit:alions shall tae resolved in fever of this spccif•�cas.iow, it being the City's inteut that ttre Contractor guarantee its work for a period of two (2) years following tbe- nate of acceptanee of the project. In the Special [nstructions to Bidders. 'I?W eantraris place the. following in lieu of file exisft pw-agmpb 2. J. Pari C - Ci neral Conditions, 5ecdon C'2-2 =R.PRETATION AND PREPARATION OF PROPOSAL, 'age C,2- (4) exehauge paragrQphs:C2-2.7, C2-2.9 and C2-2.9 wish the following: C'2-2,7 DELI ERY OF PROPOSAL; No proposal will be cons 1dere-d unless ii is delivered, accompanied by ilk proper Bid Seca6 Iy, to Che Purclwsing Meager or his representative at rhe official location and slated tiuie set foah in the "Notice c3er ," It is the,Bidder's sale respunsibility to deliver the propos a] at the limper Brae io rho proper place. The more f'ac[ that a prupo&al was dispatched will not be coasicic 5d- The Bidders irust have hire proposal aclually delivered, Each proposal sha.3l be in a Sealed envelope- plainly marked with the ward "PROPOSAL," end the Dame.or description of the project as d ignated in r#ie "Notice to Bidders." The,envelope shall be addwssed to the, PufdAsing Manvger, City of Fart Warth Purc:liasing Division, P.O. Bax 17027, Foil Worth, Texas 761.02. C~2-2.8 WrTHIDRAWING PROPOS Aug- Proposals actually filed-with the Purchasing Manager cannot be withdrdwa prior to the bate set ror.opcn-inn proposzls_ A request for non-consideration of a Pr-oposal must be made in writing, addressed to the City Manzgcr, and filed With him prior to the lime sct for the opertia&of proposals. After all proposals not requested for non-consideration arc opened and puhlicJy read aloud, the proposals for wWoh non-consideration requests have been properly filed may. at The option cif the Owtx,s�r, be returned unopened. C2-2.9 T E GF mc- MODIFICATION OF PROPOSALS. Any bidder may inodify his proposal by telegraplk caj=unicarion at any tirne prior to the time Set ror opening proposals, provided such #efcgraphiu cummunictttian is received by the Purchasing 21r Anager prior to the said proposed oponing rime, and pivvided further, that the City Manager is satisfied that a writtan and. daiy atithenticaled eonfiTrnuiori of sugli telegraphic communication over the- aignature of the bidder was maded prior to the, proposal opening time. If sEtch confirmation is not received within forty-eight (48) hours afltr the pmpm,aI apening Ljrr , Ti further con sider;aIi oji wi.il be given to the proposal K C~3-3.7 BONDS CITY U7 MIECT ); Re! Part C, General Conditions, dated November 1, 1 87;'(City let projeel } ajake Ilio fel Ik1wing revisions: Revised pg. 5 1l 4102 1, Page C3-3(3); die paragraph after paragraph Cr3-3.7d 011 Pr Brmdg shouId be revised to read: In order for a surety to be acceptable to the City, the surety must (I) hold a certlNcate of authorlty from the United States secretary of the treasury to quaflfy as a surety on obligations perm itled or required under federaI law, or { } have obtained reinsuronce for any liabllity in excess of $100,000 1rorn a reinsurer that Is aulhorized and admitted as a reinsurer In the stale of Texas and is the holder of a ciartificats of autflerity from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or requ[red under federal law. Satisfactory proof of any such reinsurance shall be provided 10 the City upon request. The City, in its sole discretion, will determine the adequacy of they proof required herein. 2. I'g. C3-3(5) Par4 ply C -3.I 1 TNS iJRANCF doe !te suhparagraph "a. COMPyr.NSA .[ONlAlSMANCE". 3. Pa, C3-3(6), Paragraph.C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURA.NCf? ANIS BON.DIN0" L., RIG I-IT TOAUDIT: Pari C:-Grneral Conditions, Sm6un C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (S), add the fbDowing: -8.14 RrG f''l"m AUDIT: (a) Con bwter agrees that the City slu 1, until the expixaGica of(hree f3) years after final payment under this coutract, have. acmes to and the right it) exanli.tic, and pholov.opyr arty diractly pertinent boosts, documerits, papers amd records of the Con tractor involving trap actions relating to this contrail. C untractrjr agwer, that thea City shA have acts during mr-mat working hour to a1.1 znece:ss�uy Cionmactor facilities and shall he provided adequate acid appropriate. work spree: in order tri conduct audiis in c:omplIanc€: w i I h the provisians of this section. The City shall give contractor reasonable advanGc notice of intended audits, (b) Contractor Ftnihm agrees to inc-lude in all its stibcon tracts hereunder a provision to the effect that the suhcontracror agr"S' that the C;Ity shall, until [hc a pirnation of thrc (3) years after final payment tinder the subcontract, have access to and the right to exaniinef and pf i sjtoi:ijpy any diTezLIy pertinent books,'di)curnents. papers and recoMs ofuch subcont icwr, involving transactions to the sobc:ontriwt, and Further., that City shall. have acc:est; during normal worlri.ng hours to alf Subcontractor facilities, and sbaU feu provided ndeyuate and appropriate work space, in filer tc)conduct audits in :ompl ianc;e with #fie provisions of this mticle. Cily.shall give subcaritractor reasonable advance notice of iumncled audil& (c) Conti-actor and subcontractor agme to photocopy such dcscwnents €s may be requcgted by the Ciity- The Ci Ly agrees tv reimburse, the Contractor for the cost of copies as foflows: Revised Pg_ 6 10124/02 I. 50 copies and under- 10 cents per page. 2, lvio,f� than 50 copies - $5 cents for the first page pias fifteen =ts for each page.khcruafter 1, .S FE PREPARATION. The Can tractor slrall clefs rights-of way or casemnrits oi`obimiation which MUSLbe removed Lt) make possib]e 11ruper IrrOsecution of the work as a Pa crf this project construction opaations, 'M-, contractor's atienticm i% directed to par graph C6A 10 w6rk Within eastemen ts, page C6--6(4), part (' - {ienoral Condition-, of the 'Water I partuzent General Contract L7 uument and General Specifncatiowv Clearing artd restoration shall he considered as incidental Ler conmrnatian and all rests irncarrt<d will be considered to.bc int�ludid in the Unear Foot ptice of t L-pipe, N' Refe ri,-nce Part C -G&Lkral Conditions, Section U-6.8 BARRICADES, WARMNOTS AND WATCHMEN:- 1. Wherever the word WatL1rne- t appears in this paras rap h, itshad be changed to the word flag n_ An the first pmgraph, lines five (5} and six (C), change the pix &,;e take all such other prc�-,auLita on nie�stires to ke all reasonable necessary fta�:ure!s. O. I•i4F OR IWOMEN B S J.L B RP ISP CME LLkN Jam. Reference Pari C (General Conditions), Sec:Iion 3-3.2 En fi[led "MWORTFY BUSINESS EMERP ISEMOME N-DWWED B U SINESS E1VTERPIUSE COM PLIANCE" shall be delered in its v-n(iru,ty and replaced with the foI Iciwing: Upon request, Contractor agrees to provi de to Owncr complete and accuiatc information u�garclirig actual work perfumed by a Mine dty business Enterprise (MBE) and/or a omr m Business Enterprise (WBE) on Ilie contract and payment therefore. Contractor fuuther a8rees to perbitt an audit dmd/or examination of any books, mcords or files in its possession that W M substantiate the actual oi-k performed by an i4ME and/or WBI,. The rnisrepresentabon of facts (rather I han a negligent xrrisrepre;p-rttation) an the cornmi cion of fraud by the onli-ac:tur will be grounds for tern-Lination of the contract ancdlor initiating aefinn under appropriate federal, state or local Iaws or ordinances reIatfrig to false st4iretuents; forlhcr, any such znisrepreserntatian (other than negligmr nanchor cormnis6on of Fraud will resWL in Lbr, Contractor bui ng €letemiined.to be irresponsible-aud b arred from participating in City VV )J* fear a peri ad of time of not less than thee (3) years. Revised Pg, 7 14? 4 P. W _,H RATES. Seedori M-3.13 of the General Conditions is dejetcd anal replaced with the following- (a) The con ractor-shalI cornoly with all recti&entrants of Chaptzr 2;.58, Terns Government Code, i=luding the payment of not less thau the rates detonnirsed by the City Counei I of the City of Fort Waith to be the pmvadjng wage rate in accordaillm W kih Chapter 2258., Texas Government.Codi. Such prevail ing wage rates nre inc Wded .Lu thew can tract doeun=ts. (b)The contractor shall, for a period of three (3) yearn foil owing the date of acceptance: of the, wnric, maintain-mcoals kfiat show (i) tbt name, and oceupntion of each worker c;mp o}�ed by the ceantraetor in the construotioo of the work provided for in this eontrac4 And (ii) Lho actual per dirui wages paid.tc caLh worker. `f°hcsce =ords -ghall be open at all mason We hours for inspection by the City. The provisions of See Lion -1, fir, night to Audit(Rev. 9/30102) pertain to Lhis inspe-c-tion. (c)The cpzrr=[or shall.ind6de in its subcontrac:C.s and/or shall otherwise rNaire all of it sa ontraqors.Ui. tup]y with puagra* {a) and (b) above. (d) With aa€ll parda] payment estimate- or payroll period, whichcvcr is less, an alfidaVit .stating that the contrac[or has complied with the requireztmcnts of Chapter X258, Tt-, ag Goverament Codv- TI Code- TIr confrauor shall pest the pre,vaUing wage r:iuz in u con picuoua pIace at thy: siLe Of the prof=I gt all Liales. Devised i'g. 8 I W24/02 PART D - SPECIAL, CONDITIONS DITIO D-1 GENERAL........................ ...... ..........1.1 ... . . .... ... ................. D-2 COORDINATION MEETING .........................................................................................4 IL-3 QQNTRAOTOR COMPLIANCE WITH W ORK E R'S COM PEN ATION LAW—..............5 5;74 OOORDINA ION WITH# FORT WORTH WATER DEPARTME ....................... .. ...7 D, .5 CROSSING OF EXISTING UTILITIES................ ......... ............... ...............................7 D- 6- EXISTING UTILITIES AND IMPROVEMENTS.......................................... ....................T D- 7 CONSTRUCTION TRAFFIC OVER PIPEUNES ...........................................................8 D- 8 TRAFFIC CONTROL......................................................................................................s 5--7q DETOURS. ... . .............................................................................. . ............................s F-70 EXAMINATION OF iTE.....................................................................................___....g D- 11 ZONING COMPLIANCE .................._-_............_. .. . .... .. .. .... . .............................. .9 p 12 WATER FOR CONSTRUCTION........................................ ......... .......... ...........___.la D- 1 YVASTE MATERIAL.....................................................................................................ld D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE......................................................10' 5 7?5 FONSTRUCTION SCHEDULE AND SEQUENG1 NG OF WORK.................................10 57-1-6 SAFETY RESTRJCTIOIV S - W 0 R K DEAR HIGH VOLTAGE LIMES ...........................10 D- 17 BID QUANTITIES ............. ............... ....... ....................................... ................... I]�1 'ETTING OF_CON RE-LE.......................................................................................... 11 D- 19 PROJf-__.CT DESIGNATION SIGN... ... ... . ...... ......... .. ............................................ t 1 D- 20 CONCHETE SIDEWALK AND DRIVEWAY REPLACEMENT ........................ ............12 D- 21 NNSCELLANEOU S PLACEMENT OF MATERIAL .............................................................. 12 D- 22 CRUSHED LIMESTONE BACK ALL. . .........................................................................12 JF 23 2;27 CONCRETE. ....................................................................................................... 12 D- 24 TRENCH EXCAVATION, SAO FILL, AND COMPACTION.........................................12 5725 PAVEMENT REPAIR (E2-1 91........................-.....................,.................... ................14 D- 2B SITE SPECIFIQ TR E NC H SAFETY SYSTEM (COMERS ALL PROJECTS)T................15 D-27 SANITARY SEINER MANHOLES......................................................................... .......�5 -7-2-8 SANITARY SEINER SERVICES............................­..".........I..................... . D- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES................20 FT--3-0 [3ETECTA1 LE WARNING TAPES ..............................................................................22 D- 31 PIPE CLEANING .................._ .... ... ... .. .......... .. .. . ....... . ................... ,. .......22 ]- 3-2 DISPOSAL OF SPOILIFILL MATERIAL.......................V ...........................................22 D- 33 MECHANICS AND MATERIALMEN' LIEN..........................................................I...... ' D- 34 SUBSTITUTIONS............... . . ........ . ........ . ..... „ , .. . ......... , .................................23;. D_ 35 PRE-GONSTRUOTION TELEVISION INSPECTION OF SANITARY SEWER ...........,2 5-7-3-6 VACUUM TESTI NCl-OF SANITARY S EWER MA .........................................23 D- 37 BYPASS PUMPING................... . .... .. ..... ..., .. ......... „ . . .. , .. . .....................27 D- 3B FROST-QQNSTRUCTI 0N TELE ISION IN*PEOTION OF 9A rFARY S EW ER..........27 D- 39 SAMPLES AND QUALITY CONTROL TESTING. ........................................... ..... .....29 D- 40 TE M P Q HARY EROSION. SEDIMENT, SAND WATER POLLUTION CONTROL....._....29 U- 41 iNGRESS AND EGRESSlOB TRUCTIQfL Of A OE S TO DRIVES ........................31 D- 42 PROTECTI0N OF TREES. PLAITS AND SOIL.........................................................31 D- 43 SITE RESTS ATION......................................................r.................,....x.....................31 D- 44 CITY OF FORT WORTIJ STANDARD PRODUCT LIST..............................................31 574-5 TOPSOIL, SODD[N , S EEDINP & l-1 if # 7 L1L.0 MING.............................................31 D- AB GOMFINED SPACE ENTRY PRQGPAM._.,..a..............................................................37 D- 47 SU8STANTIAL COMPLETION INSPECTIONXINAL INSPECTION............................37 'F-4-8 'EXCAVATION NEAR TREES ......................................................................................37 6--4-9 CONCRETE ENCASEMENT OF S EW ER P1PE..........................................................3S D- 50 CLAY DAM ........................................................................................I.........................38 67-5-1 PLORATOR EXCAVATION D-HOLE _ � ) .... ........... ...............................................38 D- 52 1N TALL+ATION OF WATER FAG ILITIES....................................................................39 4�2D,2006 O-1 PART D - SPECIAL CONDITIONS 52.1 Pol inyi Chloride (PVD) Water Piga .....................................................39 52.2 Blocking ......___................................ ..... .... ....... . ................................... .. ..........3 52.3 Typo_of Casing Pipe....... .... . . ....................... . ........................................ ....,.. ...39 52.4 Tie-ins. ..... . . . ....................................................................................... ... ................39 X2.5 Cennecbon of Existing Mal ................. 52.6 Valyg OUt-Ins ...... . ......................................................................................... . ...40 52.7 Water Services ..--__................. ....__.............................................................. ........40 52.82-Inch Temporary eMee Line.......................................................................................42 X5_.9 Plirgin-q and Stedlizatlon of Water Lines ......................................................................43 52A 0 Wofk Near Pressure Plane Boundaries..................................................... .. ... ..........44 52.11 Water Sample Station............ --------- ..... ... ................ ....... ... ...................................44 52.12 Ductile Iron and G ray bora Fi Ui ng s .............................................................___............ 44 Q- 53. SPHIN LING FOR DUST CONTROL. ....,.....__..........................................................45 6---54 ILEI ATERIN ......................................................................r.. . ...............................45 F-__5_5 TRENCH EXCAVATION ON DEEP TRENCHES.........................................................45 D- 56 TREE PRUNING---..................__....... ........ ...........45 6�57 T EE REMOVAL. .......................................................... ... ................................-_...4 D- 58 TEST HOLES ................. ... ........................... .......................................... ........ . ....45 D- 59 PUBLIC NOTIFICATION PRIOR TO BEGIN IN .CONSTRUCTION AND NOTIFICATION of TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION--....... .................. ..................47 D- 60 TRAFFIC BUTTONS...............____....................................... ................... , ...........47 f - i SANITARY SEWER SERVICE CLEANOUTS...............................................................�S3 D- 82 TEMPORARY PAVEMENT REPAIR. ............................................. ... ........................48 676-3 ONSTFLDDTIOi I STAKES.... ....... ........... . ........................................................t....... 413 D- � EASEMENTS AND PERMIT . ............................................................. .. ...................48 D- 85 PRE-CONSTRUCTION NEIGHBORHOOD MEETING... .. ................... . ..................49 F_86 WAGE RATES.......__................... .......................__...........____................. ,, ....49 D- 87 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE .....................................49 5-63 STORM WATER POLLUTION PREVENTION ............................................................fro D-89 QCR_bl �ATlON WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTl=M3_.......................__......__...........................__............�� D-70 ADDITIONAL SUBMITTALSFOR CONTRACT AWARD........___............................52 X71ff4 �+VARNI LQ SYSTEM FOR CONSTRUCTION.................................................52 D-72 AIR POLLUTION WATCH DAYS ..__...................................................................... .53 D-73 FEE FOR STREET LlSE P E R Ml TS AND RE-IN PECTIQNS ................ ....................54 arcs - PART D - SPECIAL CONDITIONS D, Pa rt D shall This Part D - Spacial Conditions is complirnenta}yy to Part.0- DenaraI Conditions and Part C1 - Supplementary Conditions to Part D of the Contract. Anything contained in this Fart D that Ig additive to any Provision In Park C - General Candiitkans and part 01 - upplernentary Conditions to Parl 0 of the Contract are to be read together. Any conflict between Part C -- General Conditlons and Part C1 - Supplementary Conditions of the Contract and this Part D, Part D shalt cantrol. FOR: PROJECT DESCRIPTION 2404 CAPITAL IMPROVEMENT PROGRAM NORMANDY ROAD (E;DERVILLE ROAD TO QUEEN STREET) FORT WORTH, TEXAS DOE PROJECT NO. WATER PROJECT NO. P25S-641200-60617-0010883 EWER PROSECT NO. P256-54120G-70817-0016883 T 1 PW NO. 0200-5412GO-20840-0015883 D-1 GENERAL The order or precedence in case of confifcts or discrepancies belween various parts of the Contract Documents subject to the ruling of 1he Englneer shall generally, but not necessarily, follow the guidelines listed below- 1. Pians 2-. Contrast l OCUrilent5 3-, Special Conalltions The follooing Special Condilkons shall be applicable to this project under the provisions stated above, The Contractor shall be responsible for daf�cts in this project due to faulty materials and orkmanshlp, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Vlforth and will: be required to repfiaoa at his expense any part or all' of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Warth later Department's General Contract Documents and General SpeOlqations, with latest revisi na, are made a Dart of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instruclions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or Implying product cantrel, perfaFinance, quality, or other shall be binding upon the contractor. The specifleatlons and drawings shall be conslolered cooperative; therofore, work or rrmaterW called for by one and not shown or mentioned in the other shalt be accomplished or lurnlshed in a faithful' manner as though required by all, Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work In accordance with procedures desarlbed In the current Fort Worth Water Department Ganeral Specifications, which general specifications shall govern parformance of all such worts. This c:ontrael and project, where appl[cab le. may also be governed by the two fot1owing published spec Itioations, except as mod ifiad by these Special Provisions.' 1. STANDARD SPE=CIFICATIONS FOR STREET AND'STORM DRAIN CONSTRUCTION CITY OF FONT WORTH ezrx; S - PAIN D - SPECIAL CONDITIONS . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON THUCTION - NORTH OENTRA� TEXAS Any conflict between these contract documents and the above 2 publicatlons shall be resolved In favor of these contract documents. A copy of either of these specifications may bo purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Suilding, Fort Worth. Texas 76102. The spectflcatfotis appliraa ale to each pay Item are indicated by the Call-out for the pair Item by the designer. If not shown, then applicable published specifications in either of these documents may be follower) at the discretlan of the Contractor. General ProvWons shall be those of the Fort Worth document rather than 01vislon 1 of Ilse North Central Texas document. Bidders shalt not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining con#raet documents intact may be grounds for designating bids as "non-responsive" and rejecting rids or voiding contfact as appropriate as determined by the City Engineer. INTERPRETATION ANDPREPARATION RATION CSF PROPOSAL: A, DELIVERY .OF PROPOSAL: No proposal vvlll be considered unless it Is delivered, accompanied by Its proper Clef Secudly+, io the Purchasing Manager of his represeritative at the official location and statad time sot forth in the "Notice to Bidders It is the Bidder's sola rasponskhllity to deliver the proposal at the proper lime to the proper glace, The meta fact that a proposal was dispatched will not he considered. The Bidders must have the proposal actually deliverad. Each proposal shall be In a sealed envelope plainly marked with the word `PROPOSAL", acid the name or descriplion of the project as designated in the "Notice to- Bidders". The envelope shall he addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027. Fort Worth, Texaa 761102- B. WITHDRAWING PROPOSALS, Proposals actually filed with the Purchasing Manager cannon be withdrawn prior to the tirne set [or opening proposals. A request for noxi-cGnsideratlan of a proposal mull bo made In writing, addressed to the City Manager, and filed with hire prior to the time set for the opening. of proposals. {after all proposals not requested for non- conslderabon are opened and publicly react aloud, the proposals for +rwhiph nor)-considerdtion requests have beers proparly filed may., at tha option of the Owner, he return ad unopenod. C. TELEGRAPHIC MODIFICATION OF PROPO GALS: Any bidder may modify his prbposal by telegraphic communication at any tirne prior to the time set for opening proposals. provided such telegraphic comrmunloation ]s received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City MnnaWr is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the binder was mailed prior to the proposal opening time. If such confirmation Is not received within forty-elght (48) hours after the proposal opening time, no further consideration will be given to the proposa[. D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the proloct on tha desired schedule, The contractor shall be present at a]i meetings. a7 -4 PART D 4 SPECIAL CONDITIONS D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATF014 LAW A. Definitions: 1. Certification of coverage ("certificate"). A copy of a cerlificata of Insurance, a certificate of authority to self-insure EssUed by the oomrhissicn, or a coverage agreemen( (TWCC-81, TVV -8 , TWC -$ , or TW G-84), shovwfng statutory workers' compensation insurance coverage for the parson's or entlty's employees providing servfces on a -project, for the dura#foo of the project. 2. Duration of this project - Inclines the tlme from the beginning of the work on the project until the contractor`slperson's work on thO project has been completed and accepted by the governmental entity- 3. Persons providing services on the project ("subcontractor" in §408,095)- includes all pertoras or enflUes performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly +VIth the contractor and regardless of whether that person Frac employees. This Includes, without Ilmitation, independent contractors, subcontractors. ]easing companies, motor carriers, owner operators, employees of any such amity, or employees of any enlity which famishes persons to provide services on the project. "Services' include, without limftation, providing, hauling, or delivering equIprnent or waterials, or providing labor, transportation, or other services related to a project. "Services' does not include activities unrelated to the prbiect, such as food/beverage vendor's, office supply daitverlos, and delivery of portab.la toilets. B. The Contractor shall provide coverage, based an proper roporting of classification codes and payroll amounts and Ming of any coverage agreements, which meets the statutory requirements. of Texas Labor Code, Sectlon 401.01 1(44) or all ernployees of the Contractor providing services on the project, For ilia dural:aGn of (he project. C. The Contractor must provide a certificate of coverago to the governmental entity prior to bafng awardled the contract. D. If the coverage pariad shown on the conlractor's curront certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the. coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person provfding services on a project, and provide the governmental orrtity: 1. A cerxificate of covaMge, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the projecl; and 2. No later than seven clays after receipt by the contractor, a new certificate of coverage showing extension of coverage. if the coverage period shown on the current certificate of coverago ends during the duration of the project, F. The contractor shall retain all required certificates of coverage for the durailen of the project and for one year thereafter. PART D - SPECIAL CONDMONS G, Tho contractor shall notify the govornmental entity in writing by certified mall or personal delivery, within ten (10) days a#ter the contractor knew or should have knave „ of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a nonce, In the text, form and manner prescribed by the Texas Worker's Gompansatlon Commission, informing all persons providing services on the project that they aro requlfed to be covered, and stating how a person may verify cove rag a and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a pro�ect, to: 1, Provide coverage, based on prop ar raporting on classification codes and payroll amounts and filing of any coverage agreements. which meets the statutory requirements of Texas Labor Cade, Section 401-011(44) for all of its employees providing servlcas on the project, for the dura#ien of the project; Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage shovdng that coverage Is being provided for all employees of the person providing services on the }project, for the duration of the project; . Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage shavMg axtension of coverage, if the coverage period shown on the current certificate of coverage ends during the duratlan of the project, 4. Obtain from each other person with wham it contracts, and provide to the Contractor, a.) A certificate of coverage, prior to the other person beginning work on tho protect; and b.} A new certificate of coverage showing extension of coverage, prior to the enol of the coverago period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required rtifir:ates of coverage on Elle for the durAtien of the project and: for one year thereafter. 6_ Notify the governmental artitity in writing by certified mail or personal delivery, +within ten (10) days after the person knew or should nava known, of any change that materially affects the provision of coverage of any parson providing services on the protect; and 7. Conlractually require each parson with whom It contracts, to perform as required by paragraphs {1}-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to ba provided a certificate of coverage, thR contractor Is, representing to the governmental entity that all employees of the corktractor who will provide services on the project wall tie covered by worker's compensation coverago for the duratilan of the project, that the coverage will be based on prcpar reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate Insurance carver or, In the case of a self- 412712006 -6 PART T D - SPECIAL CONDITIONS - insurad, with than commission's L)Msion of elf-insurance Regulation. Providing false or misleading information may subject the contractor to adMira[straative, criminal, civil penalties or other civil actions. 9. The contractor's f6flure to comply with any of those provisions is a breach of contract by the contractor which entitles the governmental ent[ty to declare the contract void if the contractor does not remedy the breach within tea, days after receipt of notiGa of breach from the governmental entity. J. The contractor shall post a notice on each project sIto Informing all persons providing services on the- project that they are required to be covered, and stating }pow a persona may verify current coverage acid report fallure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 0 point bo[d type and text in at Coast 19 point rrorrnaI type, uric! shall be In both English and Spanish arra any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The tow requires that each person working on this site or providing servIcas related to this construction project must be covered by workers' compensation insurance. ThIs includes persons provid[rig, hauling, or delivering equipment or materials. or providing labor or transportation or other service related to the project, regardless of the identity of their amployar or stat us as an employ se." Call the Toxas Worker's Oompens-at 1on Com rnission at (512) -3789 to receive Information on the legal requ[remant for coverage, to verify whether your employer has provided the e quired coverage, or to report an employer's fa lure to provide coverage". D-4 COORDINATION WITH FORT WO WATER DEPARTMENT 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 detarmine the bast times for d aactivating and act Ivat Ing those IInos. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water [ine crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water llne and the clear vertical distance Is less than 9 feet barrel to barrel, the ;sanitary sower or sanitary sever service lane shall be made watertight or be constructed of ductfle iron pipe. The Engineer 5ha[l determine the required length of replacement, The materlal for ;sanitary sewn r mains and sanitary sewer laterals shall be Class 51 Ductlle Iron Plpe with polyethylene wrapping. The material for sanitary sewer service Mies shall be extra strength cast #nor~ soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM "25 w1th series 390 stainless steel compression straps. Backfill, fittings, tie-ins and a[I other assoclated appurtenances required are deemed subsidiary c)rk, the cast M which shall be included In the price bid in the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The pians shown the locations of all known surface and subsurface structures. However, the Owner assumas no responsibility for faxilUre to show any or all of these structures on the Plans, or to show therh in their exact location. It is mulually agreed that such failure sfrall not be -7 PART D - SPECIAL CONDITIONS considered sufflcaent basis for claims for add]tion al compensation for extra work or for increasing the pay quantities in any manner whalsoover. The Contractor shall be responsible for verifying. the locations of a'nd pro cting all existing utilities, service linos, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection or relocation, angor temporary relocation of nll ufl ty pales, gays linos, telephone cables, utility services. water mains, sanitary sewer lines, eleotdral cabtes, drainage pipes, and all other utilitios and structures bolh above and below ground during cor}struction. The Contractor is liable for ail damages done to such axisting facllittes as a result of his operations and any and all crest ineurriM for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cast of same and shall be included in the cost hid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOW F-D. Where existing utilities or service lives are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and constructlon, or belter, unless otherwise shown er noted on the plans, at his awn cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall. cooperate with the owners of ail ut lilies to locate existing underground facilitles and notify the Engineer 0 any conflicts in grades and alignment. In case it is fiecenary to change or move the property of any owner of a public utility, such property shall not be moved er inierfered with until ordered to Bio so by the Engineer. The right is reserved to the owner of public utilities to eater upon the iirmils of the project for the purpose of making such chaog�)s-or repairs of their proporty Ihat may be made necessary by performance of this contract. The utility lines and conduits shown on tho plans are for Information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth: they are shown on the plans as the test information available at the time of design, from the owners of the utiiities Involved and from evidences found cn the ground. D-I CONSTRU TION TR AFFIC OVER PIPELINE It is apparent that certain construction vehicles could exceed the Coad bearing capacity of the pipe under shallow bury cornu ons. It will bo the responsibility of the .Contractor to protect both the new line and the existing lines from these possibly excessive loads. Tho Contractor shall not, at any time, cross the existing or n" pipe with a truck delivering new pipe to the site. Any darnacle to the existing or new pips wall be repaired or replaced by fha Contractor, at the Contractor's expanse, to the satisfaction of the City. In locations where It as not permissible to cross the axisfIng or proposed pipes without-additaonal protection the Contractor may elect to provide &WItional protection of the papas so that more frequent crossings of the pipes are allowed. It still as, however, the responsib[ityr of the ontractor to repair any damage to the existing or proposed Iines. of the damage results from any phase of his construction operation. JD-8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work. As pert of the "Street Use Permit" a Traffic control plan is required. The. ConVactor shall be responsible for 4?2Z/24aW SC-8 PART D , SPECIAL CONDITIONS providing traffic control duHng the construction of this prioJoct consistent With the provisions set forth In the "Latest EdItIon Testas Manual an Uniform Traffic Oontrol Devices for Streets and Highways" issued under the authorily of the " tato of Teras Uniform Act regulating Traffic on Highways," Wdff[ed as Afticle 6701dVernon's MI Statutes, pertinent sections. being Section Nes, 27, 29. 30 a5d 31, A traffic control plan shall be submitted for review to fair. Charles R. Burketl, City Traffic Engihoar at (817) 871-8770, at the re-construction conference. Although work will not be In until the trafflc control plan has been reviewed, the Contractoes line will begin_in ftccor ante wlth.the time. frame established in the Notice to the Contractor. The GontrRCtOT will not remove any regulatory sign, Instructional sign, street name sign or other sign, which has been erected by the City. If it Is determined that a sign must bo ramovod to permit required construction, the Contractor shall contact the Transporlatlan and Public Warks Department. Signs and Markings DMsion, (Phone Number 871-7738) to remove the sign. In the case of ragulatory signs, the Contractor must replace the permafient sign with a tamporary s€gn meeting the reg L1lreMents of €he a bove-re tore nced manual and such temporary sign must lie installed prior to the removal of the permanent sign. It the temporary sign, is not installed correctly or If It does not meet the required speclf€cat€ons, the permanent sign shall be left in place until the tern pore ry sign requirements biro met, 1+V eh construct!an work is completed to the extent that the parManent sign can be w[nstailed, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign Gn place uridl such reinstallation is completed. Work shall not be performed on certain locattonslstreets during "peak traffic periods" as dote rmination by the Oily Traffic Engineer and ire accordance with the applicable provision of the "Olty of Fart Worth Traffic Control Handbook for Constructien and Maintenanee Work Areas." The cost of the traffic control Is subsidiarj work and the cost of Gama shall be included In the price bid for pipa complete in place as bid in the Proposal, and no other compensation will be allowed. D- 9 DETOUR The contractor sbail prosecute his work in such a manner as to create a minimum of interruption to traffic and pcdestrian factfiIh-% and to the flow of vehicular and pcdvs r an traffic within the project =a. D- 10 EXAM INAT10N OF SITE It shall be the responsibillty of the prospective bidder to visit the project site and make such examinations and explorations as may be recossary to detormine all conditions, which may affect eGnStruct€on of this project. Particular attention should be g€ven to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improverneriM and disposltlon -of all materials to be removed. Proper cons€derat€oll shOdId be given to these details during the preparation of the Proposal and all €nusual condltlons, which may gtva, rise to later contingenc€os should be Brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE 4rvaa% C-9 PART D - SPECIAL CONDITIONS During the caristructlon of this project, the Contractor shall comply Wlth present zoning roquifernents of the City-of Fort Worth in tho use of vacant property for storage purposes. D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water tar construction. D- 13 WASTE MATERIAL All waste material shall bec:orne the property of the Contractor and shad be disposal of by the Contractor at locations approved by the Englneer. All material shall be disposird of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause Injury to street Improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPT-ANCE The CorrtrActar shall be aware thal k=,ping the project site in a neat and orderly condition is ceasidered an integral part of the contracted work and as such shall he considEred subsidiary to the appropriaw laid items. Clears up www shgtl he done as directed by the Engineer ss the worm progresses or as needed. If, in the opinion of the Enginc :r it is necessary. r,Iean-trf} shal l lie done on a daly basis_ Clean up work shad hiclu de, but not bel i auited to. • Swceping the street cie,an 0r dirt or debris • Simi rig excess material in appropriate and organized manner • Keeping trash of any kind cuff(3f msidents' prop rtp If the Engineer does not feel that the jobsite has been kept in art orderly condition, on the noes estimte payment (anal a I I subSCgCnt paymerits u a W compteted) ur the sppropriaw bid items) will be reduced by 25%. Final cleanup work shall be done for this project as soon as ail construetEon has been completed. No more than seven days shall elapse after completlon of consirurtion before the roadway, right- of 4 ay, or easement is cleaned up to the satisfaction of the Engineer. The Contractof Stearn make a final cleanup of all parts of the work before acceptance by the City of Fort Worthy or its representative. This cleanup shall Include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in genoral preparing the site of the work in an orderly manner and appearance, The City of Fort Worth Department of Engineering shad give final acceptance of the compioted project work. 113- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, It shall be the respofialbility of the Contractor to famish -a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. The Contractor shall not corn men ca with water 6nWor sanitary serer Installation until such time that tine survey cut-sheets have been received f rnm the City inspector. D- 16 SAFETY RESTRICTIONS- WORK NEAR HIGH VOLTAGE L1NES The following procedures Will be followed regarding the subject Item on this contract: 7laM C-10 PART D - SPECIAL CONDITIONS 1. A wa rN ng sign not less then five inches by seven inches, painted yellow with black lot tars that aro legible at twelve feet shall be placed inside and outulde vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. T#ie warn Ing sign shall read as follows., 'WARNING - UNLAWFUL TO OPERATE THIS EQUIP ENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within ten feet of high voltage Ilnes shall have insulating cage-type of guard about the boom or army, except back hods or dippers, and insulator links on the lift hook connections. 3. When necessary to wofk within six feet of high voltage electric lines, notification shall he given the power company (ONCORE) who will erect temporary mechanical barriers, de- energize the tures, or ra[se or ]ewer the lutes, The worts done by the power corn pany shall not be at the expense of the My of Fart Worth. The notifying department shall maintain ars accurate log of all such calls to ONCORE, and shall record action taken in each case. 4. The Contractor is requPred to make arrangements with the ONCOHE company for the temporary relocation or raising -of high voltage lines at the Contractor's sole cost and expense. 5. No parson shall work within six feet of a high voltage lime without protect[orr having beery taken as outlined in Paragraph (3). D- 17 BID QUANTME Bid quantities of the various Items Its the proposal aro for comparison anly and may not reflect the actual quantities. There is no limit to.which a bid Item can Ino inoreasod or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final Measured quantities. To the extent that C4-4.3 conflicts w3ha this provislon, tNs provision conlrols. No claire will be considered for lost or antic€pated profits based upon differences In astirnated quantities versus actual quantities, U- 18 CUTTING OF CONCRETE When existing concrete is cut, such cats shall be made with a ooilcreta saw. All sawing shall be subsidiary to the unit cost of the respective item. D- 19 PRQJECT DE IQNATION SIG SI Project signs are required at all locat€orfs, it shalt be in accordance vvJth tete attached Figure 30 (dated 9-16-98), The signs may be rrmounled on skids or posts. The E;ncdlnee r shall approve the exact locations and methods of mounting. In addif€art to the 4' x 8' project signs, protect signs shall be attached to barficades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barr€cading shall be placed In such a way that signs do not Interfere with reflective paint or coloring on the barrlcades. Barricade signs shall be in accordance with Figurer 30, except that they shall be 1'-V by 2'-4" in size. The Information box shall havo the following intormation: For Questions on this Project Call: (817) 871-8306 M-F 7.30 am to 4;30 p,m. or (817)871-8800 Nights and Weekends PART D - SPECIAL CONDITIONS Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Sigps shall be considered as a ;subsidiary cost of the: project and no additional compensatIcn will be allowed. D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At localions in the project where mains are regUirad to be placed under existing sidewalks and,lor. driveways, such sidewalks and/or driveways shall be completely replaced for the fud€ exlsUng width, belween existing constructlon or expanslon joints with 3DOO psi concrale with rainforcing steel on a sand cushion In accordance with City of Fart Worth TransportaationlPublic Warks Depadment Standard Speicificadons for Construcrion. Item 504. At locations where mains aye required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match 1pe and geometry of the removed curb and gutter shall be installed In accordance with City of Fort Warth Public Worlm Department Standard Specificabon for Construction, Item 502. Payment for cutting. taacktill, concrete, forming materials and all other associated appurtraoances required, shall be included in the -square yard price of the bid item for concrete sidewalk or driveway repair. 13- 21 MISCELLANEOUS NEOU PLACEMENT OF MATERIAL Material has been allocated under various Laid Items In the Proposal to establish unit prices for miscollaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of matar al wild be made for only that amount of material used. measured to the nearest one-tenth unit. Payment for fniscallar>eous placement of material snail be in accordance with the General Contract Documanis.regardless of the actual amount used for the project D- 22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used Br trench backliil on this prbjecl. The material shall conform to Public Works Standard pecifleations for Street and Storm Drain Construcllon Division 2 Item 205.2 - Materials grid Divlaion 2 Item 208.E - Materials Sources. Trench bacMill and compaction shall meet the requirements of 172-2 Excavation and Backlill, Construction Specifications, General Contract Do.cuments. Payment for crushed 11mestone backfill in place shall be made at the unit peace bid in the Proposal muitiplted by the quantity of material used measured In accordance with E2-2.115 Meal3uremont of Backfill Materials, Construction Speclf-icat€ons, and General Contract Documents. D-23 2,27 CONCRETE Transportation and Pubilc Works Department lypical sections for Pavement and Trench Repair for Utility Guts Figures I through 5 refer to using 2.27 Concrete as base rapalr. Since this call- out includes the word "concrete", the conslstaant Interpretation of the TransporWion and Public Works Department is that this rat{a specifies two (2) sacks of cernent per cubic yard of concrete. D- 24 TRENCH EXCAVATION, BACKFILL,FILL, AND COMPACTION Trench excavation and backfill under parkling Sots, driveways, graavel surfaced roads, within easemiants, and within existing or future R.O.W. shall be in accordance with S ecticrns E1-2 Backfill and E2-2 Excavat an and Backfill of the General Contracl �� S -12 PART D - SPECIAL CONDITIONS Documents and Specifications excopt as specified herein. 1. TRENCH EXCAVATION: In accordance w1th Section F-2-2 Excavation and Backfill, it the stated maximum trench wkdths are exceeded, wither thrOUgh accident or otherwise, and if the Engineer doterm[nos khat the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedlal measures shall be antlrety the Contractor's oven, All tranching operations shall be confined to the width of permanent rights-of-way, perzrkanent easements, and any temporary cornstruction easements. All excavation shall: be In s#rict compliance with the Trench Safely Systems Special Condition of this document. . TRENCH BAC K FILL. Trenches which H outslde of existing.or future pavarn ant sha[I be backfIII ed above the top of the embedmant material with Type "V" backfiII material. Excavated material used for Type "C° backfill must tie mechanically compacted unless the Contractor can furf�ish t h o Engin oer with satisfactory evidence khat the P.1. of the excavated rnaterial rs lass than 6. Such evidence shall be a teat report from an Indeperndent testing laboratory and roust include represe-nlatiue samples of soils In all inVolved areas, with a map showing the location and depth of the various test holes. It excavated material is obviously granular in nature, containing 11ttle or no plastic materlal, the Engineer may waive the test report requirement. See E1-2.3, Type "C', or "D" Backfill, and E2-2.11 Trench Backf111 for additional requirements. When Type "C" back-fill material is not suitahie r at the direction of tha Engineer, Type "f3" backfill material shall be used, In general, al backfiII material for trenches In exist Ing paved streets shatI he in accordarico with Figure A. Sand inateria l specified in Figure A shall be obtained from ark approved source and shall consist of durable partioles-free of thin c elongated piecos, Iurn ps of clay. soil, learn or vegetabi� +na[to r and shall meet the following gra datIon • Less than 10% passing the 4200 sieve • P.L = 10 or less AdditionaIlly, the crushed Iimestone ambedment gradation speci[ied in Section El-3 Crushed Limostone for Embedment of the Gametal Contract IDocuments and Sp ecif ic.aflcP8 shall b6 replaces{ with the following: Sieve Size Retained V 0-1 D 1/2P 40-75 318" 55-90 44 90-100 #8 95-100 All other provisions of this section shall remain the serge. 3. TAEN H COMPACTION: All trench backiiil shall be-placed in lifts per E2-2-9 BackfiII Trenches whlch Ile outside existing or future pavements shall be compacted to a minlmum of 90% Standard Proctor Density (A. .T.M. D698) by mechanical devices specifically designed for compaction or a combinafion of methods subject to approval by the Engineer. Trona hes which lie under exisling c future pavement small be backfilled per Figure A with 95 Standard Proctor Density by mechanical devices speclficaIIy designed for compact.Ion or a combina,tlon of methods subject to approval by tho Engineer. Backfill material to be compacted as described above must be within x--41/6 of its optimum moisture content. The top two (2) feet of aNMaS fes-1 PART D - SPECIAL CONDITIONS sewer lire trench os and the top'elghteen (1 B) Inches of water line may be rolied in with heavy equipment tares, provided it is placad In lifts appropriate to the material being used.and the operation can be performed wtthout damage to the InstalM pipe. The City, ill its own expense, will perform trench compaction tests pet A. ,T.fvt. sten dards an all trench backfill. Any retesting required as a result of failure la compact the backfill material to moot the standards.Ml be at the expense of tha Gontractor and wlfI be bill ad at the commercial rates as determined by the City. These soil density tells shall be performed at two ( ) foot vertical lntervsls beginning at a level two (2) feat above the top of the installed pipe and conf1nuing to the top of the.completed backfill at Intervals along the trench not to exceed 300 linear feet. The Contractor wiii ba responsible for providing access and trench sefety system to the level of trench backfilI to be tested. No extra, compens atlon will loo allowed for exposing the backtiit Sayer to he tested or providing trench safety system fQr tests conducted by the Oity, 4. MEA UAEMENT AND PAY HENT: All matodal, Including any and all Type "B" backfI11, and labor costs of excavation and backfill wick be included In the onntracI documents as a pre-lbid pay item In cubic yards. 0- 25 PAVEMENT REPAID (F-2-19) The unit price-bid under the appropriate bid Item of the proposal shell cover all cost for prcviding pavement repair eq al to or superior in compos'IUan, thickness. etc., to existing pavement as detalled in the Pulbiic Works Department typical sections for Pavernent and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-3. The results of the street cores -that Were wnducted on the project streets, to determine HMAD depths an existing streets, are provided in these specifications and contract documents. All required paving cuts shall be made with a concrete saw In a true and straight line on both sides of the Irench, a minImurn of two Iva (1 2) inches ou[side the trench wails, The trench shalt be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finiiMled grade shall be maintained in a serviceable condition until the paving has been replaced. Atl residentlal driveways sha[l be accessible at night and over weekends. It has been determined by the Transportation and Public Works Deparlrnent that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two ( ) feet or less in width. Threrefore, at the locations in the project where the trench wall Is three (3) feet or loss from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall Ihan be made from a minimum elastance of Iwelve (1 2) inches outside fhe #ranch wall nearest the c&nter of the street to the gutter 11ne. The pavement shall be replaced within a maximum of five (:) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving. in the opinion of the Owner, the repaving shall be done at the earliest possible date. T,. A pormlf must be obtained from the Department of Engineering Construction Services Section by the Conlractor in conformance with Ordinance No. 3449 and(or Ordinance No. 792 to make.utility cuts ire the street. The Department of Englineadng will inspect the paving fOpair after cOnstruction. This permit requirement may- be waived If work Is being done under a Perlorm ante fond and inspected by the Department of Engineering. -W11PDn6 -14 PART D # SPECIAL CONDITIONS D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJE T ) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth-of five ( ) feet In order to protect workem from cave-ins. The requirements of this €tern govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances, The design for the trench safety shall be signed and sealed by a Registered Protessional Engineer licensed In Texas. The trench safety plan shall he specific for each water an for sanitary sewer line inoiuded to tho project. B, STANDARDS, The latest version of the I.I.S. Department of Labor, Occupalionat Safety and Health Administration Standards, 29 CFR Park 1928, Sub-Part P - Excavations, ars hereby mace a part of this specification and shall be the minimum goveming requirements for trench safety. G. DEl�INITION : 1. TRENOHE - A trench Is referred to as a narrow excavation made below the surface of the ground in which lhwo depth is greater than the width. where the width measured at the bottom Is not greater than fifteen (15).feel, . BENCH I NO SYSTEM - Benching means excavating the sides of.a trench to forrn one.or a series of horizontal level or steps. usually with vertical or nen r-vorlicaI surfaces.between, levels. . SLOP INO SYSTEM - Sloping means excavating to form sides of a trench that are IndIned away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" cr 'trench/ shlelds", Shield means a structure that is able to withstand the forces imposed oil It by a cave-In and protect workers withirf the struct+Are. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHOWNG SYSTEM - Shoring. means a structure such as a metal hydraulic, inecharlical or timber systam that supports the sides of a trench and which Is designed to prevent care-ins. Shoring systems are. generally comprised of cross-braces, vortical rails, (uprights), haorixonial rails (wales)-and/or sheeting. D. MEASUREMENT - Trench depth Is the vertleal measurement from the top of the existing ground to the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater Ihan"five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design. labor, tDois, materials, equipment and incidentals necessary for the lnstaltation and removal of trench safety systems. D- 27 SANITARY SEINER MANHOLES A, GENERAL., The installation, replacernent, and/or rehabilitation of sanilary sewer manholes will be required as shown on the plans, and/or as described In these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manhoJes shall be In accordance with sections E1-1 4 Materials for Sanitary Sewer Manholes. PART D - SPECIAL CONDITIONS Valve Vaults, Etc., and E -14 Vault and Manhole Construction of the General Contract Documents and SpocIfications, unless anianded or superseded by requirements of this Special Condition, For now sewer Ilne instailations, the Contractor shall temporarliy plug all lines at every open manhole under constfiuction in order to keep.dsbrlp oui of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with come section has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars Will be requires) on all manholes specified as per Figure 121. . WATERTIGHT MANHOLE INSERTS: Watertight gasket manhoio inserts skull be installed in all sanilaay sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E 100-4 and shall be fitted and instaRed according to the manufacturer`s recommendations. Stainless Steel manhole inserts shall be required far a I I pipe diam&tars 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pro-cast concrete plug. The Iltt hale shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The Lift bole shall be sealed on the inside of tete manhole with quick setting cement.grout. 4, FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor lass than one-half (1/ ) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of inanhole casting for not less then three (3) feet each direction to existing finish grade of the ground_ The grade of all surfaces shall be checked for proper slope and garde by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown an the drawings or rnlnimurn of 6 inche. above grade_ 5, MAWOLE COMERS: All lids shall have pick slots In lieu of pick halos. Manhole frames and corers shall be McKinlay, Type N. with [ndented top design, ur equal, with pick slots. Covers shall set flush with the rim of the frame and -,hall have no larger than 1!8-inch.gap between the frame and cover, Hearing surfaces shall be machine tinished. Locking manhole aids and tram as will be restricted to IocAtions with]n-the 100-year floaciplain and areas specifically designated on the plans, Oe'rtain teed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth Is four (4) feet or less. All shallow cone manholes shall be bultt in accordance with Figure 105. All shallow cone manholes shall have a cast Iron Ild and frame with pick slots. NOTE: MANHOLES E'ER FI G URE 106 WILL NOT 13E ALLOW ED. 7. MANHOLE STEMS: No manhole staps are to be Insta11ed on any sanftary sewer rnanhole. a. E XTERIOR SURFA E COATING., Extehor surfaces of ail manholes shall be coated w1(h two mop coats sof coal tar epoxy, hoppers "Bitumastic Super Sarvice Black" Tnemec '46- 450 Heavy Tnerneccl," or equal to, a minimum or 14 mil's dry film thickness. PART T a - SPECIAL CONDITIONS 9. MANHOLE JOINT SEALINQ, All Interior and/or exterlor joints on concrete manhole sec:tlons constructed for the pity of t=ort Worthy Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket scull require Bitumastie joint sealants as per Figure M. This sealant shall be pre-[orated and trowelable Bitumastic. as manufactured by Kent- Sea[, Ilam-Nek, E-Z Stick, or equal, The joint seater shall be supplied in either extruded pipe form c su[table cross-sectional area or flat-tape and shall be sized as reconzmended by the manufacturer and approved by the Engineer, The joint sealer shall be protested by a suitable removable wrapper and shall not in any way depend on oxidatlon, evaporation, or any other rhemical action for either €ts- adhesive properties or coheslve strength. Thd. Jo[nt sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it Is exposed to the. elements, The Manufacturer shall furnish an affidavit attesting to the successful use df the product as a pre-fanned flexIble joint see Iatit ort concrete pipe and manhole seclion q. for a perled of at least five year. B. EXECUTION: 1, INSTALLATION OF JOINT SEALANT, Each grade adjustment ring and manhole fume shall be sealed with the above-apec[fied materia Is. X411 surfaces to be in conuict With the joint sealant shall be thoroughly cleaned of dirt, sand, mtAd, or other foreign matter. The manufacturer small apply a primer to all suras prior to installing the joint sealant in accordance with the recormmandations. The protective wrapper shall remain on the joint sealant unthl immediately priof to the p€acoment of the pipe In the trench. After mmoval of the protective wrapper, the Joint sealant shall be kept clean. tnata0 frames and cover over manhole opening with the bottom oil the rings resting on Dtumastic joint sealer. Frames and grade rings shall rest on two { } rows (inside and outside) of Bitumast[c joint sealer. 2. SEALING ANWOR ADJUSTING EXISTING MANHOLES: Excavate (rectanoutar fall depths saw cut If in pavement) adjaceni to the rrfanhale to expose the entire manhole frame and a minimum of B inches of the manhole wall koepltxg [lie sides of the trench nearly vertical. Remove rnanho[e rrarne from the manhole structure and observe the candittan of the. frame and grade rings. Any Frame or grade ring that is not sultable for use as determined by the Engineer shall be replaced. Gracie rings that are constructed of brick, Mock materials other than pro-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast f[aitop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustrrmenis allowed, In brick or black manho[es, replace the upper porton of the manhole to a paint 24 inches below the frame. If the walls or cone section below this level aro structurally uns0ttnd, notify the Engineer prior to replacement of (lie grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loos debris. Coat exposed manhole surfacos with an approved bonding agent followed by an applicatlon of qu[ck setting hydraullc convent to provide a smooth working surface. it the inside diameter of the manhole Is too large to sateiy support new adjustment rings OF frames, a ftnI top section shall be instaitod. PART D - SPECIAL CONDITIONS Joint surfaces botween the frames, adjustment rings, and cone section shall be free of dirt, stones, debr[s and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each Joint, or use trowelable material in lieu of pre-formed gasket material. Pos[tlon the butt joint of each length of joins material on opposite sides of the manhole. No steel shims, wood, stones, or any material nut specifically accepted by the Engineer may be used to obtain lrnal surface elevation of the manhole frame. In paved areas or future paved areas. castings shall be Installed by using a straight edge not lass than tori (I u) feet long so that the top of the casting wi11 conform to the slope and finish elevating} cf the paved surface. The top of the casting shall be 1/8 inch below the finished slovatlon. Allowances for the compression of the ibint material shall be made to amsure a proper final grade elevation. . EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces st alf be casted with two mop coats of coal tar epoxy. topper "Bitumestic Super Service Black"; Tnernec "46- 450 Meavy Tnemacol% or equal, to a rninirnum of 14 mils airy film Ihicknoss- 4. The exterior surface of all pre-cast section joints shall be thDroughly cleaned wilh a wire brush and then waterproofed with a '1112-inch thick chat of fro elablo bitumastic joint sealant #rorty 6-inches below to 6-Inches above iha joint. The coated joint skull their be wrapped with 6 rail plastic to protect the sealant from damage during backfilling- C, MEASUREMENT AND PAYMENT: The price bid for now rnant+ale installations shall Jnclude all labor, vciuiprnent, and materials necessary for construction of the manhole including, but not limited to, jOint sealing. lift hole seaiing and exterior surfaco coating. Payment shall not include pavement replac rnent, which If roquired, shall to paid separately. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, Including, bort not limited to, excavation, backfill, disposal tai materials, Joint sealing, lift hole scaling and exterior surface coating. Payment shall not include pavement replacement, which If required. shall be paid separately. The price Laid for adjusting andlor sealing of existing manholes shall Include all labor, equipment and materials necessary for adjusting an&or sealing the manhole, including but not [Invited to, joint sealing, [ift hole sealing, and exterior surface coating. Payment fcr concrete cellars will be made per each. Payment for manhole inserts will be made per each. 0- 26 SANITARY SEWER SERVICE Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Docurnents In addttlan to those located In the field and identified by the Engineer as activo sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. CRy approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shat) be matte on a case-by-caso basis, The Contractor small be responsible for coordinating the scheduling of tapping crews with bullding owners and the Engineer in order that the work be performed in an expeditious manner, A minimum of 24 hours advance notice shall be given when taps Willi be required. Severed service connections shalt be maintained as specJfied in soclicm C6-6.15. 7I2r 0 SC-1 8 FART D - SPECAL CONDITIONS Q, SEWER SERVICE RE ONNE TION: when sower service reconnection is called for the Contractor shall vertically adjust the existing sewer service kind as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a max1murn bend of 45 degrees. The tap shall be looted so as to Urte up with the servicu line and avoid any horizontaI-ad]ustment. f;or open cut applications, all sanitary sewer servico lines shall be repfacod to the property or easement line, or a.5 dlreoted by the Engineer, Sanitary sewer services an sewers bafng rehabilltated using pipe enlargement methods shall be replaced ta the properly or easement line or as directed by the Engineer. Procedures fisted below for Sewer Service Replacement shall be adhered to for the Installatleri of any sewer service Irma including the incidental four (4) feet of service lute which is Included In the prlca bid for Sanitary Sewer Taps. Payment for work such as backfill. saddles, toes, fittings Incidental four (4) feet of service litre and all other assoclated appurtenances required shall be Incfuded in the price bid far SanIisry Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer aervicas encountered during nstructlon shall Lie adjusted and/or replaced by the Contractor as directed by Ilia Englneer as required for the connection of the sower service line. If the sewer sepAce Ilne fs in such condition or adjustment necessitates the replacement of the sewer service-Ifne, all' work shall be- performed by a 1Icansed plumber. The Engineer shall detormfne the length of the repWa oment. All sewer services shall be installed at a minimum of Iwo (2� percent slope or as. approved by the Engineer. For situations lnvolvfng sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service flees as shown on the project plans. Prior to Installing the applicable sewer main or lateral and the. necessary service Ines, the Contractor shall verl#y (fey do-Doling at the building clean-out) the,. elevations (shown on ilia plans) at the building clean-out and compare the data with the elevattion at the proposed connection point on the sewer maim, in order to ensure that the two ( ) percent minimum slope (or -as specified by the Engineer) requirement Is sailsfiecf, Elevations shall also be verifier/ at all bend locations on the service re-route_ All appficnble sewer mains, latbrals and affeclad sarvica lines that are Installed without pre-construction de- holing at the affected residencos- (to verify design eleyationr i) shall be removers and replaced as noccssary at Ilia Contractor's expense in the even# grade con fIicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Englneer shall be immediately notified in the event that the two (2) percent minimum slope Is not satisfied. If the Contractor determines that a different altgnmenl for the re-route Is more beneficial than shown on the plans. the Contractor shall obtain and submilt all relevant elevation information for the new aIignrnevt to the Inspector and shall be responsible for ensuring that the two (2) percent minirrrum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Conlractor shall double check the grade of the installed service line and subfnit signed documanladort verifying that the Ifne has been installed as designed to the Engineer, The Contractor, at Its sole expense. small be required to uncover any sewer service for which no grade verification has been submitted. All re- routes that are riot Installed as designed or fail to moat the City code shall be reinstalled at the Contractor's expense. The Contrar.tor stall ensure that the servfcs line I's backfilled and compacted in accordance with the Glty Plumbing Code. Connection to the existing sewer service firm shall be made with appropriate adapter fittings. The fltting shall be a urethane or. neoprene coupling A,S.T_M- -425 with eerier 300 stainless steer compression straps. The, Contractor shall remove the existing clean-out and pi ug the abandoned sewer service Ifne. The contractor shall utifte schodute 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensers plumber for.all service fine work on private property. Permit(s) must be obtained 412712" -1 9 PART D - SPECIAL CONDITIONS from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prier to be Inning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall he provided to the Erxglnear upon completion of the sanitary sewer re-route- Payment for work and materials such as backfill, removal of existing clean-outs, Plugging the abandoned sewer service line, double clocking the grade of the installed service line. pipe fittings, surface restoration ori private property (to mate existing), and all ciher associated work for service replacements In excess of four (4) linear feet shall be Included In the linear foot price bid for sanitary sewer service line replacement on private property or publlc right ct way. Payment for all work and material involving the "kap" shall be Included in the price bid for sanitary severer service taps. D- 29 REMOVAL., SALVAGE, AND ABANDONMENT OF EXISTING FACIUTIIES Any removal, salvaging and/or abandonment of existing facillfies will necessarily be requited as shown on the plans, anrllor described in these Spacial Contract Documents in addition to those located in the fled and identified by the Engineer. This work shall be dDne in accordance with %actjon E -1.5 Salvaging of Material and E - .7 Removing Pipe, of the General Contract Documents and Speciflcalions, unloss amended or superseded bar requirements of this Special ondltion. A. SALVAGE OF EXISTING WATER METER AND METER BOAC: Usting water meter afld mater box shall be removed and returned) to the Water Department warehouse by the Contractor in zccordancO with Section E2-1.5 Salvaging of Makorials. B. SALVAGE OF EXiSTING WATER METER AND CONCRETE VAULT LID; Existing water meter and concrete vault ild shall be remDved and returned to the Wator Department warehouse by the Contractor in accordance wllh Section E2-11.5 Salvaging of MElterlals. The ooncreto vault shnII be dernolish ad in place to a poiflt not less than 18 inches below filnal grade. The concreto vault shall than be backfilled and compacted in accordance with back#II1 method as specified Ifl Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer, Surface restora#ion shali be compalible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and relurmed to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The v'id shall be backfilled and compacted In accordance with backfill mothod as specified In Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grkdie. D. SALVAGE OF EXISTING GATE VALVE, Existing gate valva and valve box and tic} shall be removed and rot umed to.the Water Department warehouse by the ConTractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted In accordance with backfill method as specified in Section E2-2,9 Backtili. Baddlill material shall be suitable i cavated material approved by. the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. It the valve is in a concrete vault, the vault shail be demolished In place to a point no less than 18" below final grade. 4&7)2005 SC-20 PART D - SPECIAL CONDITIONS E. ABANDONMENT OF EXIST114G OATS VALVE: Existing gate valve and box lid shall be abandoned by fJrst closing the vnlve to the fully closed position and demolishing the valva box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to. be demolished In place shall have top slab and lid removed and vault walls demolished to a point roof less than 18" below final grade_ The void area caused shall then ba backfilled and compacted in accordance with backfill method as specified in Section -2.9 Backlilt_ Backfill materFarl shall be suitable excavated rhaterial approved by the Engineer. - urfafce restoration sha[I be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with leari concrete. Manhole top or sane section sh€rlf be removad to the top of the toll barrel diam06r 8oct3art, a to poi nI not less than 18 inch8s below final grade. Tha structure shall Then be Backfilled and compacted In accordance with backfill method as specified In Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated rna.4erlal approved by ft Engineer. Surface restoration shkil be oompatlble with surrounding service surlaice. Payment for work involved in barcktiiling, plugging of pipe{s} and all other appurtOFIWIces required. shall be included In the appropriate bld item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES, Manhofes to be removed shall have all pipes entering or ex1ting the structure disconnected. The Complate manhole, Including top or cc)ne seetion. all full barrel dlameter section, and base section shall be removed. The excavation ashafl thea be backfilled and compacted in accordance-with bachfill method as specified In Section 112-2.9 Backfill. Backfill matorial may be with 'type C BackfIII or Type B Back#II1. as approved by the Englneer_ Surface restoration shall be compatible with surrounding surface, L GU-M NG AFD P L LJGG I N G EX I STING MAINS., At varlous locations on this project, it may be required to cot, plug, and bEo�-,I4 existing water mains/servlces or sanitary sewer mainslseMces in order to abandon these lines. Cutting acid plugging existing mains and/or services shall bo considered as Incidental and all costs incurred will be considered to be Included in the Arrear foot bld pride of the pipe, unless separate trenching Is required. J, REMOVAL OF EXISTING PIPE: Where removal of the existing pipe Is required, It shall Igo the Contractor's responsibifity to properly dispose of all removed pipe. All remDved valves, fire hydrants and meter boxes shall be delivered to Vater Department Fi8ld Operaklon, Storage Yard. C. PAYMENT, Payment for all work and material involved in salvaging, abandoning .ancvcr removing existing facilities shall b6 included in the Ilnear foot bid price of the. pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of loQartion. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for .abandonment of existing sewer maims after the construction of a new sewer main, the Contractor shall be responslbfe for TV inspaction of 100% of the-existing sewer rmarin to be abandoned to make a 4'27120ariC- 1 PART D - SPECIAL CONDITIONS final datermination That ail existing service cennacticns have be on relocated to the new main. Once this determinaflorn has been made, the existing main will be abandoned as Indicated above in stern I. D- 30 DETECTABLE WARNING TAPE Detectable underground utility warning tapes which can be located from the surface by a pipe detiector shall be Installed directly above non-metallic water and sanitary sewer pipe. The detectablo tape shall be "Detect Tape" manufactured by Allen Systems, Ino, or approved equal, and shall consist of a minimum thickness 0.35 rnlls solid ailurninum foil encased in a protective inert plastic j cket that Is impervious to all known alkalls, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 m[ls, and the wldl;h shall not be less than two inches w[th a minimum unit weight of1h pounclsJ1 inch/100', Tha tape shall be color coded and Imprinted wIth the message as follows: Type of Udlit Calor Code Legends Water Safety Blue Cauflaril Buried Water Line Below Sewer Safety Green Cautlonl Burled Sewor Line Below Installation of detectable lapel shall be per manufacture's recommendat€ons and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minirnurn of 18 inches between the tape and the pipe_ Payment for work such as backfill. beading, blacking, detectable tapes, and all other associated appoTtenaneas required shall be included In the unit. price bid for the appropriate bid Jtem{s). D- 31 PIPE CLEANING Joints shall be wiped and then inspected for {groper installation by the Inspectors_ Each joint shall bo swept daily and kept clean during Installation. A temporary night plug shall be installed on all exposed pipe ends during any period of worse stoppage. D- 32 DISPOSAL OF SPOIURLL MATERIAL Prior to the dispWng of any spollffill rnateriat, the Contractor shall advise tho Director of Engineering Departmenl, .acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the lord an of all sites where the Contractor Intends to dispose of such material, Cantractm shall not dispose of such material until the proposed sites have been determined by the Administrator to maet the requirements of the Flood Blain Ordinances of Me GILy of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling Is not occurring within a floodptaln without a permit. A floodplain permit can be issued upon approval of necessary En&eering studles. No flll permit Is required if disposal sites aro not in a floodplain. Approval of the Contractor's disposal sites shall be evidenood by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizkng fill within the flood plain, Any expenses associated with obtaining the fill permit, including any necessary Engineering studles. shall be al the Contractor's expense. In the event that the Contractor disposes of spoll/fill material at a site without a fill permit or a Iatter from the administrator approving the dlsposeI site, Upon notification by the Director of. Engineering DepaMent, Contractor shall rernovo the spoil/fill materiel at its expense and dispose of such materials In accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND MAYERIALfMllEN'S LIEN 4'271ao -SC-2-2 The Contractor shall be required to exei�:ul'e a release of mechanics and material men's liens upon receipt of payment. D- 34 SUBSTITUTIONS The specifications for materials set out the rminilmurn standard of goaiily, wh1ch the City believes. necessary to procure a satisfactory proj"t. No substltufions will he permuted until the Contractor Inas received written permission of the Engineer to make a substitutlon for the material, which has been specified, Where the tern "or equal", or "or approved equal" is used, it is Understood that if a material, product. or piece of. egmipmenl bearing the name so used is furnished, It will be- approvable, as the particular trade name was used for the purpose of eslAbllshIng a standard of quality acceptable to the City. If a product of any other name is proposed for use. the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the terra 'Lor equal", or "or approved equal" is not used In the speoifications, this does not necessarily exclude alternativa items or material or equipment which may accomplish the Intended purpose, However, the Contractor shall have the full rospansiblllty of proving that the proposed qubstituflon is, in fact. equal, and the Enginofw, as the representative of the Cily, shall be Iho sole fudge sof the acceptability of substitutions. The provisions of thfs 50-section as rolatod to "sul�sfitutlons" shall be appticebli3 to all sections of these speGIfleations. D- 35 PIKE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL; Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where b4.Anq replaced In the same location), or rehabilitated (pipe enlargetnenl, cured-in-place pipe, fold and form pipe, slip-llne, etc.), shall be cleaned, and a television inspection performed to identify any active sewar service taps. other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the clearing and inspection of the saw-or lines by means of closed c:irGuit telavlsidri. Sat.lsfactory precaut€ ns shall be taken to protect the sewer lines from dafnage that might be inflicted by the improper.use of clearing equipment. I. HIGH VELA iTY JET (HYDRO LEANIM3) EQUIPMENT, The high-velocity sewer lime cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzlos. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washIng and scouring manhole walls acrid floor. The gun skull be capable of producing flows from a fine spray to a solid alrearn_ The equipment shall carry its own water tank, au illary engines, pumps, and hydraulically driven hose real. Hydrau lies I ly Propelled Equipment shall be of a movable dam type and be can strucled In such a wey that a portlon of the dam may be collapsed at any time during the cleaning operation to proiecl against flooding of the sewer. The movable dam shall be aqual In dfarneter around the outer periphery to ensure removal of grease, rf sewer cleaning balls or ether equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the sa ers and public or private property shall be take h. The flow of sewage present In the sewer linea shalt be utilized to provide necessary flulc# for hydraualc clean Ing devices whonaver pons€I le. 2. CLEANING PROCEDURES: The designat6d sewer manheles shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease. rocks, sarid. and other materials and obstructions from the sewer linen and manholes. If cleaning of an entire section cannot be successfully performed from one rnanhola, the. ,"rs SC-23 PART D - SPECIAL CONDITIONS equipment shall be set +gyp on the olher manhole and cieaning again attempted. If, again, successful cinaning cannot be performed or equipment falls to traverse the entire manhole section, it will bs assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantltles of water from fire hydrants are necessary to avoid delny in normal working procedures, the water shall be conserved and not used unnecessarlly. No fire hydrant shall be obstructed In cage of a flre in the area served by the hydrant. Before using any water frofn the City Water Distribution System, the Contractor shall apply for and receive permission from the WMer Department, The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bail. All expenses shall be considered Incidental to cleaning. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, send, rook, grease, and other solid or semisolid material resulting from the clearing operation shall be removed at tho downstream manhole of the seaon being cleaned. Passing material from rnanhofe sectlon to manhole section, which could cause line stoppages, accumulations of send in wet wells, or darnage pumping equipment, shah not be parfiniRed. 4. All solids or sernisolid resulting from the cle8ning operations shall be removed frorn the site and disposed of at a site designated by the Englneer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cast to the City. S. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITC HFS, CATC FI BASINS, TORM DRAINS Oft SANITARY SEWER MANHOLES, 6. TELEVISION INSPECTION EQUIPMENT- The television camera used for the inspection shall be ono specifically designed and constructed for such inspection. Lighting for the camera shall be suitable tD allow a clear picture of the entire periphery of the pipe. The camera shall be operative In 100111b humidity conditions. The camera, televislon monitor, and other cornponeaW of the vfdoo system shall bre capable.oil producing picture quality to ilia satlafactlon of the Engineer: and if unsatisfactory, equipment shall be removed and no payfnent will he made For an unsatisfactory Inspection, S. EXECUTION, 1. TELEVISION INSPECTION: The camera shall be moved through the line In either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be puIled at a speed greater than 30 feat per minute. Manual winches, power wlnches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the televIslon camera through the litre, tolephones or other sultabte means of communicatians shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The im ortanco of accurate distance measurements is am hashed. All televislon- Inspectlon videotapes shall have- a footage counter. Meas rtremont for location of sewer service taps shall be abGve ground by moans of meter device. Marking on the cable, or res -24 PART D - SPECIAL CONDITIONS the Iiice, vvhlch would require interpolation for depth of manhole, will not be -allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other su[to ble device,-ant# the accuracy shall be satisfactory to Ihe-Engirieet'. The Clty makes no quarante,e Ihel all of the sanitary sewers to be erltered are clear for the passage of a cramera. The methods Used for socuring passage of the camera are to be at the option -of the Dontractor. The cost of retrieving the Television carnerar ander all circumstarices, when it bewme3s lodged during inspection, shall be Incidental to TalevlsioTi Inspectlan. . DOCUMENTATION, Televlslon Inspection Logs: Printed location records shall be kept by the contractor and will clearly show the location in relation Io an adjacent manhole of each sewer service taps observed during inspection. In addltion. other points of zignlficance such as locations of unusual conditions, roots, storm sewer aennections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, ani a copy of such records will be suppllad to tha City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other stWidard-size photographs of the television picture of problems shall he taken by the Contractor upon request of the Engineer, as long as such photographing Boas not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tapas recording shall be to supply a visual and audio racord of peobtem areas of the lines that may be replayed. Video tape recording playback shall be at the same speer! that It was recorded. Ttie tefeVWon tapes shall be furnished to the Cit} for r8view immediately upon completion of the televislon Irmpection and may be retained n maximum of 30 calendar days. Equipment shall be prwovIddd to the City by the. Contractor for review of the tares. The Engfneer will return tares to the Contractor upon compleflori of review. Tapes shall not bo erased without the permission of the Engineer. tf the tapes are of such }poor quailty that the Englneer is unable to evaluate the condition of the sewer JI'ne.or to locate service connections, tha Contractor shall be required to rs-televise and provide a good tape of the line at no additional cast to the Cfty, If a good tape cannot be provided of such quality that can be revie ved by the Engineer, no payment for televising this portlon shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Erwglneer, the Conlractor will be notifiad as two which sections of the sanitary sewer are to be carrectod. The Engineer will return tapes to the Contractor upon completion of revilow. Alf costs associated ith this work shall be Incidental to unit pilices bid for items under Talevislon Inspection of the Proposal. . PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF ANITARY EWERS: The cost for Pre-Construction Cleaning and Televisiml Inspection of sanitary sewers shall be per linear foot of sewer actually talovised. The Contractor shall provide [lie Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to exisiing sewer conditions and for providing appropriate means for review of 7! r - 5 PART D - SPECIAL CONDITIONS the tapes by the Engineer including oollec#ion and removal, transportation and disposal of sand and dobris from the sewers to a tergal dump site. Telavision inspection shall include necessary cleaning (hydraulic jet or mochanlcal cleaner) to prGvide video image required for IIne analysis. The pdmary purpose of cleaning is for teievision Inspection and rehabilitation; when a porton of a Eine is not or cannot be televised or rehabilitated, the cleaning of that portion of lino shall be incidental and no paymew shall be inade. The City mattes no guarantee that all of tho sanitary sewers to be entered aro clear for the passage of a camere. The methods used for securing passage of tho camera aro to be at the option of the Contractor, and the costs must be included in the bid price for T Inspections. Th8 cost of retrieving the TV Gamera, under all circumstances, when It becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping req ulred to provide reliable, regular sewer sorvice.to the area residents. All bypass pumping shall be Irlciderltai to the project. D-36 VACUUM TESTING OF SANITARY REWEFI MA14HOLES D. GENERAL: This Item shall govorn Ute vacuum testing of all newly constructed sanitary se al' Manholes, B, EXECU-nON: 1. TEST PROCEDURE: Manholes shall be vacuum tasted prior to any interior grouting Willi all connections to place. Lift holes shall be pugged, and all drop-connections and gas sealing connections shall be Installed prior to testing. The $€wirer lines entering the rnanholo shall be plugged and braced to.prevent the plugs from being drawn into the manhots. The plugs shall be installed in the Ilnes beyond th s drop-t=nactions, gas sealing connectlans, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of [on inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turrned off. With the valve closed, the level of vacutim shall be read after the required test time. The regoired test time shall be determined from the Table below In accordance with ASTM C 1244-93, Table I MINIMUM TIME REOUIRED FOR VACUUM DROP OF 1" H 10" - 0"H SEG Depth of MH. dB-Incl} Dia. 60-tach Dia. (FF.) Manhole Manhole 0 to 16, 40 sec. 52'sec. 1131 45 sec. 59 sec. 20' 50 sec. 65 sac. 22" 55 sec. 72 sec_ 24' 59 sec. 78 sec. 4r27or6 C-26 PART D - SPECIAL. CONDITIONS 6' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30, 74 see. 98 sec, For Each 3 sec. 6 see. Additional ' 2. ACCEPTANCE.CE. The manhole shall be considered acceptable, It the drop in the level' of vacuum Is less than one-inch of mercury {I" Hg} after the required test time. Any manhole, which fails to pass the Initlal test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole fn order to locate the leak and seal it with an epoxy seaiant. The manhole shall be retested as descrIbed above untll It has successfully passed the test. Folfowfng completion of a successful test. the manhole shall be restored to its normal condition, all temporary pl'ugs small be removed, all bracen, equipment, and debris shall be removed and disposed of Irl' a manrier satisfactory to tha Engineer. G. PAYMENT. Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all malerlal, labor, equipment, and all Incidentals, including all bypass pumping, required to complete the test as specified herein. D-37 BYPASS PUMPING The Contractor shall bypass the -sewage around the section or sections of sewer to be rehabilitated Ancl/or replaced. The bypass shall' be made by plugging existing upstream manhole and pumping the sewage into a dGwnstream manhole or adjacent a stern or other method as rngy be approved by the Engineer. The pump and bypass 11nas shail be of adecl'uale Capacity and size to handle the flow wIlhout sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without. Interrupting (low in the bypass system. Undor no circumstances will [lie Ooritfactor be permhttad to discharge. sewage Into the trenches, Payment shall be incidental to rehabilitation or replacernorit of the sewer line. D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWI=R A. GENERAL., Alter construction, ALL sections of sanitary sewer lines shall have a television Inspection peormad by an independent sub-Coniractor hired by the prima Contractor. Work shall consist of furnishing all labor, material, and qulpment necessary for inspection of the sewer lines by means of closed circuit television. Saftfactory precautions shall be taken to protect the sower lines from damag 9 that might be inflicted by the Irnproper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the Inspdetian shall be one specifically designed and construotod for such inspection. lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfactlon of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made f or an s.nsatisfactory Inspection, C. EXECUTION. SO-27 PART D - SPECIAL CONDITIONS 1. TELEVISION INSPECTION. The camera shall be moved through the line lin either direction at a moderate rate, stopping when necessary to permit proper documenta boo of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per rninute. Manuel winches, power winches, TV cable, and powered rewinds or ether devices that do not obstruct Ihke camera vier or interfere with proper documentation shall bo used to move the camera through the sewer line. No more than 2000 linear feet of pipe wilC be televised at one time far review by the Engineer, When manually operated winches are used to pull the television carnora through the line, telephones or other suitable means of cornmunicallans shall be set up between the two ma.nha)as of the sectlon being inspected to unsure good tommlinIcatlons between members of the crew. The Importance of accurate distance measurements Is emphasized. All tele islon #nspection v1deo tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of rheter device. Matking on the cable, or the like, which would require interpolation for depth of manhole, will not he allowed. Accunacy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee lhat all of the sanitary se ars to be entered are clear for the passage of a camera. The methods used for securing passaign of the Carnera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspectlon, shall be incidental to Television inspection. Sanitary sewer mains must be laced With enough water to fill all low pints. The television Inspection nitist be done immediately following the lacing of the main with no water flaw, It sewer is aoxlve, flaw must be restricted to provide a clew' image of sewer being Inspected. . DQCUMENTATION, Telovlsjon lnspection hags: Printed location records shall be kept by the Contractor and will clearly stow the location in r0ation to an adjacent manhole of each sewer servlce tap abserved during inr�,paction. Ail television logs shall be referenced to staUaning as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS- Instant developing, 35 mm, ar other standard-alts photographs of the television picture of problems Shall be taken by Iha Contractor upon request of the Engmeer, as long as such photographing does not interfere with the 'Contractor's operations. 4. VIDEOTAPE RECORDINGS., The purpose of tape recording shall bo to supply a visual and audie record of problem areas of the linos That may be replayed. Video tape recording playback shall be at the same speed that It was recorded. The television tapes shall be furnished to the City for review immediately upon completion of [lie television inspection and may be retained a maximum of 34 calendar days. Equlpment shall be provided to the City by the Contractor for review of the tapes_ Taprss will be returned to the Contractor upon complation of review la i the Engineer. Tapes skull not be erased iihout the perml'ssion of the Engineer. 4&7r j�r6- SC-28 PAIN D - SPECIAL. CONDITIONS If the to Pes are of-such poor ovalit ihat the Eng ineer is unable to avaluato the condition of the sewer line or to locate service connect€one the Contractor shal I be Kilr - to r Y televise and provide a pod toe of the line at no additional cost to the City- If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising ihls portion shall ba made. Also, no payment shall be made for portions of lines not televised or portions. where manholes cannot be negotlatp!d with the television carnera. D. PAYMENT OF POST-CONSTRUCTIOi+i TELEWSION INSPECTIOiU OF SANITARY SEWERS: The cost for post-construction Television Inspection of sunflary sowers shali be per linear foot of sewer televised. The Contractor shall provide the Eriginaer with tapes of a quality that the particular piece of sower can be readily evaluated as to sewer conditions and fbr providing appropriate means for review of the tapes by the Engineer. Television Inspection shall include necessary cleaning (hydraulic.jet or rnechanical cleaner) to provide video image required for line analysis. The quanflty of TV Inspection shall be measured as the total iength of new-pipe installed. All costs associated with this work shall be included ire the appropriate bid item - Post-Construction Television €rrspecticn. The item shall also Include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer servicer to tha area residents. All bypass pumping shall he Incidental to the project. D- 39 SAMPLES AND QUALITY CONTROL TESTiNG A. The Contractor shall furnish, at its own expense, coctificatiens by a private Iahostory for all marterials proposed to be used on tha project, Including a rnix design far any asphaltic.and/or Portland cernerit concrete to be used, and gradatlon aneiysis for sand and crushed stone to be used along with the name of the pit from which the material was taker}. The -contractor shall provide manufarctuWs certifications for all manufactured items to be used In the project and will bear any expense related thereto, B. Tests of the design concrete mix shall be made by iho contractor's laboratory at least nine days pr€or to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the c oncrote. The Contractor shall provido a certified copy of [Ile test results to the City. C. Quality control testing of H-place material on lids project will be performed by the city at Its own expense. Any retesting required as a result of failure of the rnatedal to meet project specifications wiH be at the expense of the contractor and will be billed at commercial rates as determ[nod by the City. The (allure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not lase than 24 hours notice shall be provided to the City by the Contractor for operatlons requiring testing. The Contractor shall provide access and trench safety system (If required) for the site to be tested, and any work effort invoNed is doomed to be Included In the unit price for the item being tested. E. The Contractor shall provide a copy of the trip tickel for each load.of fill material delivered to the jots site. Tho ticket small specify the name of the pit supplying the fill material. D- 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL sl�' ?OG6 C- 9 PART D - SPECIAL CONDITIONS A. DESCRIPTION. This item shall cvnslst of temporary soil erosion sediment and water pollution central measures deemed necessary by the Engineer for the duratlon of the contract. These contraf measures shall at no t1me be used as a substitute for the pflrrnanent control measures unless otherwiso directed by the Engineer and they shall not Include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall Include dikes, darns, berms, sediment basins, fiber mats, Jute netting, temporary seeding. straw mulch, asphalt mulch, plastic 11ners, rubble liners, baled-hay retards, dikes, slope drains and other devices, B, CONSTRUCTION REQUIREMENTS. The Engineer has [lie e, hority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth mateflal expsed by excavation, barrow and to direct the CONTRACTOR to provide temporary pollution ntrol measures to prevent contamination of adjacent streams, other water coufses, lakes, pontis or olkter areas of water impoundment. Such work may ifrvolve the r_orrstruction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil oresion. Temporary pollution-control measures shall be used to prevent or correct erosion that may 'devolop during construction prior to installation of permanent pollution conlrot features, but are not associated with permanent control featurr:s on the project_ The. Engineer will limit the area of preparing right-cf-way, clearing and grubbing, exc€rvaflon and borrow to bo proporlional to theCONTRACTOR'S capability and progress in keeping the finish grading, mulching, swaling. and other such permanent pollution-control measures current in accortlan with the accepted schedule. Should seasonal conditions make such flMations unrealistic, temporary soil-erosion-control measures shall be performed as directod by the Engineer. 1. Waste or disposal areas and construction roads shafi be lacated and constructed in a manner that will minimize the amount of sed iinent entering streams. 2. Frequent fardings' of live strirams will not be permi#led; therefore, temporary bridges or other structures shall be used wherever an appreciable. number of stream crossings are nocassary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in lige streams. 3. When work areas or tnatedal sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flawing stream. Care shall be taken during the construction and removal of such barriors to mIn[m[ze-the muddying of a stream. 4. All waterways shall be cleared as soon a practicable of fa]sa work, piling, debris or other obstructions placed during constructlon operations that are not a part of the ffn[shed work. 5, The Contractor shall laze soff icient precaut!ans to praven I pollution of streams, lakes and reservolm wlth fuels, ails, bitumen, calcium chloride or other harmful materials. He sl all conduct and schedule his operations so as to avoid or minimize siltation of streatrns, lakes and reservoirs ani# to avoid intarference with movemant of migratory+fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be consk erad subsidiary to the convact and no extra pay will be given for this work, PART D - SPECIAL CONDITIONS D- Ort INGRESS AND EGRE SIOBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide [ngress and egress to the properly being crossed by this construction and adjacent property when construction is not in progress and at n[ght. Drives steal[ be left accessib[o al n[ght, on weekends, and durlirxg hol[days. The Contractor shall conduct his activities to rnlnfmize obstruction of access to dr[ves and property during the progress of construction. Notification shall be mads to an owner prior to his.driveway being removed and/or rebullt. D- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc„ sha[I ba preserved or restored after completlon of the work, to a canditlon equal. to or belter than existed prier to start of work. Any trees or ether landscape foatures scan-ed or damaged by the Contractor's operations shall be restored or replaced at than Contractor's expertise, TrimmitTg or prun[ng to facilitato the work will be permitted only by experienced workmen [n an approved manner (No trimming or pruning will hout the property owners' cons ant), Pruned limbs of 1" die meter or larger shall be thoroughlyr treated as soon as passible with a tree wound dressIng. by ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal., -or root prtirining) Gari be done on trees .or shrubs growing on public properly including sireet Flights-of-Ways and designated alleys_ This permit can be obtained by ca[liing the ForesLy Office at 371-573& All tree work shall be In compliance with pruning standards For Class 11 Pruning as described by the National Arborist Associatlon. A copy of these standards can be provided by calling ilia above nurnber. Any damage to public trees due to negligence by the Conti-actor shall be assessed using the current formula for Shane Treo Dva[uatibn as defined by the IMernat[GnaI- oci6ty of Arboriculture. payment for negligent dam age to pUbliG tress shaFiI be made to the O[ty of Fort Worth and may be wlthheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Fled Oak tares shall be immediately sealed using a commercial prun[ng paint_ fro separate payment will be made for any of the work Involved for lhis Item and all costa Incurred w[Il be considered a subsidiary cast of the project, D- 43 SITE RESTORATION The contractor shall be responsib[e for restoring the site to original glade and condllion after completion of his operations subject to approval of the Engineer, The basis for approval by the Englneer will be grado restoratlon to plus minus one-tenth (0.1).of a Not, D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted In the bid documents must appear in tile' latest "City of Fort 1North Standard product List, for the bid to be considered responsive. Products and processes listed In the "City of Fort Worth Standard Product Llst shall be considered to meat City of Fort Worth rnlnimum technical roquiroments. D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING 4r2Yr2Da6 SC-31 PART D - SPECIAL CONDITIONS This item shall be performed in accordance with the City of t=art Worth Parks and Community Services Department Specillcatlons for Topsoil, Sodding and eeding- 1. TOPSOIL DESCRIPTION: This item will consist of fumishing and ptacing a minimum of six (6) inches of topsoil, frees from rock and foreign matiorial, In all parkways and medians to the limes and grades as established by the Engineer, CONSTRUCTION METHODS: Topsail will be secured from bur-row sources as required to supplement material secured from street excavation. All excavated matorials tram streets which is suitable for topsoll will be used in the parkways and rnedians before any topsoil Is obtained from a borrow source. Topsoil material securod from street excavation shall be stockpiled at locations approved by the Engineer, and .at completion of grading and paving opecations, topsoil shall be placed on parkway areas so as to provide a minimum six (0) Inches of compacted depth of topsoil parkways, 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on arnbankments or cut slopes, or In such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties far sodding are Prairie and 609. MATERIAL : Sod sha11 consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the sail is fertile. Sort to be placers during the dormant state of these Bras.9es shall bo alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virlie root system of dense, thickly matted roots throughout a two ( ). Inch minimurri thickness of native soil attached to the roots. St. Augustine gauss sod-shall have a healthy, virile root system of dense, thickly malted roots throughout a one (1) inch minimum thickness of nativo soil attached to the roots. Tho sod shall be free from obnoxious greeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to ba placed between curb and walk and on terraces shalt be the safne type crass as adjacent grass o� existing lawn. Care shall he taken al all times to retaln native soil on the roots df the sod during the process of ex avating, hauling, and planting. Sod material strait he kept moist from the time It is dug until planted. When so directed by the Engineer, the sod existing at the source shalt be watered to the extent required prior to excavating. Sod matorial shatl be planta:d within three days after it Is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and crass-sec:tJons showy~ on the Drawings and as provided for in other iters of the contract, sodding of tha type specified shall be performed In accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; olther Bermuda, Buffalo or SL Augustine grass. a. Spot Sodding 412;rfZ0X SC-32 PART D - SPECIAL CONDITIONS Furrows parallel to. the curb kine or sidewalk IInes, i weIve (12) inches on con ters or to the drrmensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) ir�c hes square shalt be placed on twelve (# ) inch ceMors at proper depth so that the top of the sod sha11 not be more than one-hall (112) inch below the finished grade. Holes of egWvalont depth and spacing may be used instead of furrows. The soil shall be firm around oach block and Ilion the entire sodded area shalt be carefully rolled with a hoavy, hand roller developi PART D - SPECAL CONDITIONS Tall Fescue 95% 90% Western Wheatgras5 95% 94°l8 Buffalo Grass V arielie; Tap Gun Wk 901 Cady 95% 90% Table 120.2.(2}a.. URBAN AREA WAHM- EASON SEEDING RATE (lbs.); Pare Live Seed (PLS) Mixturo for Q1 ay or Tl hI Soils Niixtwe_for Sandy $oils Dates (Eastern Sections) (Wesfaarn. ections) (All Sections) Fab 1 Bermudagrass 40 Buffalogress 50 Bermudagrass 60 to Buffelograss 60 Bermudagrass 20 Butfalograss 40 May 1 Total: 100 Total: 100 Total: I OU Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sanctions} Aug 15 Tall Fescue 50 to Western Wheaatgraass 50 May 1 Annual Rye 1530 Total-, 100 CONSTRUCTION METHODS: Attar the designated areas have been completed to the lives, grades, and cross-sections shown on the Drawings and as provided for In other Items of this Contract, seeding of the type specified shall be performed In accordance with the requirements hereinafter described_ a. Watering. Seeded areas shall be wat&ed as d1rected by the Engineer so as to prevpni washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bad pa'eparation has been completed and shaped to conform to the crass-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING- The surd or seen mI ture In the quanoly aspeclfied shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed Is by hand, rather than by mechanical methods, the seed shall ba sown in two directions al right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application #ar both is obtalned. "Finish.Ing" as specified its Ser-lion D-45, Construction Methods, is not applicable since no saved bed preparation is required. DlSCED 9EEDING: ~pail ova the aarea shown on the Drawings as.dimcted to be seeded shall be loosened to a minimum depth of three (3) inches anal# all particles in the seed tied shafl be reduced to less than one (1) inch In diameter or they shall be rernovnd. The aarea shall than be flnished to line and grade as specified under "finishing in Section 113-45, Construction Methods. 4�27(=6 -34 BART D - SPECIAL CONDITIONS The seed, or seed mixture, spectfled shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather tharr by mechanical methods, seed shall be raked or harrowed into the soli to a depth of approximately one-eight (1/8) Inch-. The planted area shall be rolled with a corrugated rollor of the "Cult€pa r-ker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Ora Ings, ar ars directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all' partildes kn the seed bed shall be reduced to loss than one (1) inch in dlemeter, or they shall be removed. The area shall thea be flnished to line and grade as specified under `Finishing" In Section D. 45, Construction Methods. Water shall then be appiled to the cu€tivarted area of the seed bed until a minimum depth of six ( ) inches is thoroughly moistened. After the watering. whoa the ground has become suffkclontIy drj to be loose:and ptiabIa. the seed, or seed mixture specified, shall thea be planted at the rate required acrd the app licatlan shall be made uniformly. If the sowing of sei4d Is by hand, rather than mechanical methods, the seed shall be sown €n two directions at right angles to each other. Seed acrid fortillzer may be distributed at the same time, provIded the. specified uniform rate of applicalion for both Is obtained. After planfing, ttre seed shall be raked or harrowed Into the -soil to a depth of approxirnately one-quarter (1/4) Inch- The piantod surface area and gMing a smooth-surface wRhoul ruts or tracks. In between the time compacting is com teted and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a min[mum of sic (f) inches In depth, The application of asphalt shall tallow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the itern 300. "Asphalts, 011s and Emulsions", If the type of asphall to be used is not shown on the Dry irigs, or If Drawingq are not included, thea MS-2 MS-2shall be used. Applications of the asphalt shall be at a rate of three-tenths (03) gallons per square yard. It shall be applied to the area in such a manner so that a complete film Is obtained and the finished surface shall be comparat lveay smooth. RE-SEEDING OF AREAS PLANTE€7 WITH COOL S EAS ONS SPEIES: Aroas whore temporary coal season species have been planted may be replanted beginning February f with warm season species as Ilsted in Table 120.2 )a. The re-seeding will be achieved in the following manner, The cool season species shall be mowed down to a height of one (1) Inch to Insure that silt-seeding equipment will be able to cul Through the turf and achieve adequate' soil penetration. ` Slit-seeding, Is echreved through [lie use of an implement which cuts a furrow (slit) In the soli and places the seed In the silt which Is thea pressed close with a cull packer wheel. 4_ HYDRDA+1tJLCH SEEDING' if hydro mulch seeding is provided. seer) mix skull have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes. S. CONSTRUOTION W(THIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER 4&712006 - a PART - SPECIAL CONDITIONS DES RIPTi0W. "Fertllizer° will consist of providing and distrlbuting fertilizer over such aroas as are designated on the Drawings and in accordance with these 3peclfications. MATERTAL : All fertilizer used shalt be delivered In lams pr containers clearly labeled showing the analysis. The fertilizer as subject to testing by the c::1ty of Fort Worth In accordance WIN the Texas FerUlizer Law. A polleted or granulated lartilizer shall be used wish an analysis of 16-20-0 or 16-5-6 or having the analyels shown on the Drawings. The figures In the analysis represent The percent of nitrogen, phosphoric acid, and potash nutftants respectively as determined by the methods of the Association of Official Agricultural Dhemilsts. In the event it is necessary to substitute a fertilizer of a dlIferent analysis, 3t shall be a pelleted or granulated lert[lizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer Is Included In the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the arra specified to be fertilized and in the manner directed for the particular item of work. Fertillzer shall bo dry and in good physical condition. Fertilizer that is powdered to caked will he rejected. Dlstribution of fertilizer as a particular item of work shall rnaet the approval of the Engineer. Unless otherwlse indicated on the Dravwingt, fertilizer shall be appkied unifoemly 'at the average rate of three hundred (300) pounds per acre fpr all types of rSodCling" and tour hundred (400) pounds per arra #or all types of "Seeding"- MEASUREMENT: Seeding"ME URI=iuENT: Topsoil secured from bartbw sources will be measured by the square yard in place an the project site. Measurement wall be made only on lopsolls sa;jured from barrow sources. Acceptable mate ria i for 'Seeding' will be measured by the Ili near foot, complete In place, Rcdopt6bl'e rnaterlaI for "Sodding" will be measured by the Ilnear foot, complete in place. Acceptable rnateriarl for "Pertilizar" shall be subsld[ary to the price of sodding or seeding. PAYMENT. All work perfbrrned els ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shalt be lull compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and Incldentals necessary to complete works. Alt labor, equipment, tools and incidentals necessary to supply. transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" #yid Items an# will not be paid for d]rectly, "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price par square yard, complete in place, as provldgd In the proposal and confract. The contract unit price shall be the total comperisa,tlon for furnishing and placing all sod; for all rolling and tamping, for all watering; for disposal of all surplus rnatorials; and far all materials, labor. equiprnent, tools and lncidontals necessary to complete the work, all In accorda nae with The Drawings and these Specifications. 712005 C-36 PART D - SPECIAL CONDITIONS The work performed and materials furnished and measured as pe6vided under „MeasurernenV shall be paid for at the unit price for "Seeding', or "Sodding", of the type specified, as the case may be, which price shall each be lull compensation for furnishing all materlals and for performing all operations necessary to complete the work accepted as follows: Fertilizer material ohd appl€cation will not be measured or paid for directly, but is considered subsidiary to odcfing and Seeding. D- 46 CONFINED SPACE ENTRY PROGRAM It shall bo the responsibility of the contractor to Implement and maintain a varlable "CONFINEO SPACE ENTRY PROG9AM" vuhich must meet OSHA requirements for all its employees and subcontractors at all lirnes during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shell submit an acceplable "CONFINED SPACE= ENTRY PROGRAM" for all applicable manholes and ma€ntnin an active fila for these manholes. The cost of complying with this program shall be subsidlary to the pay items involving works in confined spaces. Id- 47 SUBSTANTIAL. COMPLETION INSPEOTIOWFINAL INSPECTION 1. Prior to the Mal Inspection being conducted for the projent, the contractor shall contact the cit} Inspector in wril Ing when the entire project or a designated portion of the project Is substantially complete. The inspector along With appropriate City staff and the City's cor}sultant shall make an Inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. The contractor shall take immeollate steps to rectIly the listed deficiencies and nolffy the owner In writing when all the items have been completed or corrected, 4. Payment for substantlal complotlon inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be requ[red to address aIf other def idBricles, which are discovered at t11a time of final in pection. 5, Final inspection shall be in conforrnance with general condition item Final Inspection" of PART C - G ENERAL CONDIT€ONS. D- 48 E3(rwAVATfON NEAR TREES - The CoMrac:tor shall be re-sponsibfe for taking measures to mfnimfze damage to tree Ilmbs. tree trunks, and tree mots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bbd for applicable pipe or structure installation except for short tunnel€ngltree augering, 7. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be prolected by erecting a "snow fence` along the drip Ilne or edge of the tree root system bet een tree and the construction area. 8. Contractor shall Inspect each work site in advance -and .at-range to have any tree Ilmbs pruned that might he damaged by equipment operakions. The Engineer shall be. notlflod 41271'0Qs - 7 PART D - SPECIAL CONDITIONS at least 24 hours prior to any tree trimming work. No trimming work will be permlited +within private property without wfaten parmission of the Owner. 9. Nothing shall be stored over the tree cool system within the drip line area of any [ree- 1 0, ree_l0. Before excavation (off the roadway) within the drip 11ne area of any tree, the earth shall be sawcut for a nlinlmurrI depth of 2 feet. 11. At designated locations shown on.the drawings, the "short tunnel' method using Class 51 D.I. pipe shall be utfllzed. 12. Except in areas whore clearing is. allowed, all trees up to B" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 13. Contractor shall employ a qualitled landscaper for ail the work required for tree care to ensure utilization of the best agricultural practices and procedures. 14. Short tunneling shall consist of power augering or hand excavatlon. The tunnel diaml3ter shall not be larger than 1-1 12 times the outside pipe diameter. Maids remaining after pipe installation shall be pressure grouted. D- 49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete ertoasament of sewers shall be paid for at the Contract Unit Price por linear loot of concrete ancaeement as measured In place along the centerline at' the pure for Each pipe diameter indicated_ The Contract Unit Price shall include all costs assoclated with installation and reinforcement-of the concrete encasement. O- 50 CLAY DAM Olay dam cons#.ruction shall be performed In accordance with the Wastewater Char Darn Construction, figure In iho Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be Keyed Into urkdislurbed sail to make an impervious barrier to reduce groundwater percolatlon through the pipeline trench. Construction material snail consist of compacted bentonite clay or 2:27 concrete. Payment far work such its farming, placing and finishing shall be subsidiary to the price bits for pipe installation. D- 51 EXPLORATORY EXCAVATION (D-HOLE) The Oonlractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accWanca with item D-la. At locations identified on the drawings, contractor stall conduct an exploratory excavaticn (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be In potential conflict w1th a proposed facility alignment. The exploratory excavation shall. be conducted prior to construction of the entire project only at locations denoted on the {Marks or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of exisUng conflicting utilities) to the City prior to the start of construction of the entim project. if the contractor determines an existing utility Is its conflict with the proposed facility, the contractor shall contact the ongineer immediately for appropriate design modifications. The contractor shall matte the necassary repairs at the exploratory excavation (D-dole) to obtain a sate and proper driving surface to ensure the safety of-the general public and to meet tho 1s 8 PART D - SPECIAL CONDITIONS approval of the City inspector. The contradtor shall be liable for any and all damages incurred duo to tha expla mtoryf excavation (D-Hoffa). Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations Identified on the plans or as directed by the Engineer. shall Include full compensation for all materials, excavation, ,surface restoration, field surveys. and all incidentals necessary to complete the work, shall be the unit price bid. No payment shaII be matte far oxpioratory excavations) conducted after con strue#ion has begun' D- 52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVC) Nater Pipe POLYVINYL Chloride Plastic Water Pipe and fittings an this Project shall be In accordance with the material standard contained In the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included In the linear foot price bid of the appropriate BID ITEM(S), 52.2 Blocking Concrate blacking on this Project will necessarily be required as shown on the Plans and shall be Installed in accordance with the General Contract Dmuments. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the Rein and all. costs incurred will be considered to be Includod in the linear fcot bid price of the pipe or the bits price of the valve. 52.3 Type of Casing Pipe 1. WATER. The using pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Elecl.ricaNy Welded Steel Water ripe, and shall conform to the provislons of E-1-1'5, EI-5 and E1-9 in Material Spedfications of General Gontract Documents and Specifications for Water Department Projects. The steeI casing pipe shall be supplied as follows. For the Inside and ouIslde of casing pipe, coaHar protective coaling in accordance with the requirements of Sec. 2.2 and related secilons In AW1 A 0-203. Touch-up after field welds shall provide coating equal to those specified above. . Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company- or an approved equal shall be used on aII non- concrete pipes when instalied in casing. Installation shall iso.as recommended by Iha Manufacturer, . SEWER, Boring used an this project shall be in accordance wfth the material standard EI-15 and onstructtan standard E2-1 5 as par Fig. 110 of the General Contract Documents. :3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included In the unit price bird per foot. 52.4 Tie--ins 4�2712006 -39 PART D - SPECIAL CONDITIONS The Contractor sha1I be responsible for making tie-ins to the existing water maims. It shall be the responsibility of the Contractor to verify the exact location and elevation of the exis.Ung line tie-Ins. And any differences In loc-atians and elavatlon of existing line tie-ins between the contract draWngs and what may to encountered in the field sherd be considered as incidental to construction. The cost of making tie-ins to existing water or sandtary sewer mains shell be included In the linear foot bid price of the pipe. 52.5 Connection of ExJsting Mains The Contractor shall determine the exact location, elevation, configuratlon and angulatio5 of existing water or sanitary sower lines prior to manufacturing of the connecfing piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as Incidental to constructian. Where It is required to shut down existing maims In order to make proposed connections, such down time shall be coardlnatod with the Engineer, and all eftorts shall be made. to keep this down time to a minimum_ to case of shutting down an existing main, the Contractor shall notify tho Manager, Construction Services, Phone 571-781,3, at least 48-hours prior to the required shut down time. The Contractor's attentlon Is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART O - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL PEC(FI ATIONS- The Contractor shall notlfyr the customer both personally aind in writing as to the location, time, and scheriule of the service Interruplion. The cast cf rernoving any existing concrete blocking shall be included In the cost of conneclion. Unless bid separately all cost incurred small be Included in the linear toot price bid for the appropriate pipe ulze. 52.6 Valve Cut-bids It may be necessary to cut-in gate valves to Isoiate the water main tram which the extensiion andVor rep Iacernent Is to be connected. This may require closing valves in other times and putting consumers out of servico fbt trial period of time necessary to cut In the new valve; the work must be expedited to the utmost and all such cut-ins roust be coordinated wish the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approAmate length of Time they may be w€thoul service. Payment for worm such as backiial, bedding, fittings, blocking and all other associated appurtar�anis required, shall be included do the price fit the appropriate bid items. 52.7 Water Services The relocatlon, replacament, or reconnection of water services will be required as shown on [lie plans, andlor as described in these Special Contract Documents In addition to those located In the lield and idenlified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corpoi-atlon stops. type K copper water tubing, curb stops with lock wings, meter bones, and if roquired approved manufactured " service branches. All malerlaIs used shall be as spacitled in the Mwerial S taindards (E1- 17 & E1-15)-contafnid in the General Contract Documents. All water services to be replaced shall be installed at a rninimuM depth of 38 Inches below final grade. 4271,W5 -4 PART D - SPECIAL CONDITIONS All existing a/4-inch water service lines whick are to ba replaced shall be replaced with 1- Inch Type K copper, 1-inch diameter tap. saddle when required, and 1-inch corporation From the inaln line to the meter box. Alf services which are to be replacad or relocated shall be installed with the service maln tap and service line being in lino with the service meter unless ctherwlse directed by the Engineer. A minlmum of 24 hours advance notice shall be .given when service Interruption will be required as specified In Section C5-5.15 INTERRUP-HO V OF SEHVIICE All water sorvice ureters shall be removed. tagged, -arid collected by the contractor for pickup by the Water Dspa rtment for.re condi tion ing or replacern ant, After fnstailation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter, The mater box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer, Afl such work on the outlet side of than service meter shall be performed by a licensed plumber. 15. WATER SERVICE REPLA EMENT' . Water service replacement or relocation Is required when the exIsting service I's lead or Is Toa shallow to-avoid breakage daring street reconstruction. The contractor shell replace the existing service lino with Type K copper from the main to the meter, ourb stop With 1nck wing% and corporation stop. Payment for all work and materials such as backflli. f I ings, type K copper tubing, curb- stop with lock wings, service line adjustment, and any relocation of up to 12-Inches frorri- center line ex1sting meter location to enter line proposed moter location shall be included in the Unagar f=oot price bit! for Copper SerVice Une Prom Main to five, (5) feet behind Mater, Any vertical adjustment of custamer service Ilne wiihln the 5 foot ar8a shall be subsidiary to tha service Instal[aHan. Payment for all work and materials such as tap saddle (if required), carporat10n stops, and fftEfngs shall ba included in Ilie price laid for Service Taps to Main. 16. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakago during street reconstruction. The contractor shall adjust the existing water service kine as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for orae (1) Service Tap to Malta for each service reconnected plus for any capper service lime used in excess of five (b) feat from Main to five (5) feet behind the Meter. 17. WATER SERVICE METER ANIS METER BOX RELOCATIONS: When the replacement and relocation of a water ervice and meter box Is required and the location of the ureter and meter box is moved more than twelve (12) Inches, as measured from the center line of the existing meter to location to The canter line of the proposers meter location, separate payment will by allowed for the refocatlon of service mater and meter box. Conterilno is defined by a line extended from the service tap through the meter. Only relocations made perpe.ndicuiar to this centerline will be paid for separately. Relocations made along the canterllne +r N be paid of in Ieet of copper service llne. When relocation of service ureter and rooter box is rBgUiretl, payment for all work and malbrials such as backfill, fittings, five (5) feet of type K copper' service and all materials, V2712oa6 SC-41 PART D - SPECIAL CONDITIONS labor, and equipment used by and for the licensed plumber shall be Included in the price bid for the service mater relocation. All other costs will be included in other appropriate bid It&n(s). This item will also be used to pay for all service meter and motor box rel€ catiorns as required by the Engineer when the service lintq is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the mater will not justify separate payment at arty time. Locatlons with mulliple service branches will be paid for as one service meter and meter box rslccation. 4, NEW SERVICE. When now services are required Cho contractor shall install tap saddle (when requiredy, corporation stop, type K copper service lige. curb stop wlth lock wings; and meter box. FRelnforced plastic meter boxes with cast Iron 11d .9ha11 be provided for all 2 Inch water motors or smaller. The reinforced plast€c water meter boxes shall comply with section El-18A— Reinforced Plastic Water Mater Boxes, Payment for all work and materials such as backfill, fittings, typo K capper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid (or Service Line from Maln to'Meter five {5} feat behind the meter, Payment for all wofk and materials such as lap saddle, corporation stops. and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new ineter box shall ba included in tha price bid for furnish and set meter box 1 B. MULTTPLE SER V ICE BERM ODES: When muItip[a service branches are- req ulred the comractor shaft Furnish approved factory manufactured brariches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost wl11 be Included In other appropriate bid Item(s). 19. MULTIPLE STREET SERVICIFF LINES TO SINGLE SERVICE METER: Aoy multiple service lines wlth taps sstviofng a single service meter encounteeod during construction shall bo repiaced'with one service line tial is applicable for the size of the existing service meter and approved by the Engilnear. Payment shall. be made at the unit bid price in taro appropriale bid Item(s). 52.8 2-Inch Temporary Service Line A_ The 2-inch ternporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temparary servlee connecllans and permanent service reconnections with the building owners and the Engineer in order that the work be performed In an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-Inch tapping saddle and 2-Inch corporMion stop or 2-inch gate valve with an appropriate fire hydrant adapter kitting shall be required at the temporary service point of connection to the City water supply. The 2-Inch temporary service main and 3{4-inch service lines shall be Installed in accordance to the attached figures 1, 2 and 3. 2" temporary service Jine shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to InstaERlalion. 7awfi -4 PART D - SPECIAL CONDITIONS The ouvof-aervice meter's shall be removed, tagged and collected by the Conlractor for delivery to the Water Depa.rtmant Meter Shop for reconditioning or replacement. Upon resEoring permaneni service, the Contractor shall re-install the meters at the correct location. The meter box shall be rose as necessary to be Ilush with the existing ground-or as otherwise directed by the Engfneor. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the -inch temporary sorvtce pipes, 314-inch service lines and the -inch motor stall be moved to the naxt successive project location. Payment for work such as. fittings. 314-inch service linos, asphalt, barricades, all service connections, removal' of ternporary servlc4s and all other associated appurtenants required, shall be included in the appropr€oto bid lien. B. In order to accurately measure the amount afi water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flush kig new maids that cannot be metered from a by-drant will be estimated as accurately as possible. At the pre-ccnstrucrion eonferance the contractor witl advise the inspector of the number of meters that will be needed along with the location's where they will be used. The inspector will deiiver the hydrant meters to the. locations. After installation, the contractor will take full responsibillty for the meters until such time as the contractor rafurns those meters to the inspector. Any damage to the- motors will be the sale responsibility of the conlramor. T'ho Water Department doter Shop will evaluate the condition of the meters upon return and it repairs are needed the contractor vd1l receive an invoice for thosa repairs. The issued meter is for this spaclfac project and location only. Any water that the contractor may need for persorinl use will require a separate hydrant meter obtalrned by the Contractor, at its cost, from the 1Vater Department. 52.9 Purging and Sterilization of Water Lines Before bring placed into service all newly ronstructad water Ifnes shall be purged and aterlfized in accordance.with E2-24 of the Qoneral Contra Documents and Specifications except as modified harein. The Contractor wall fumish all water for INITIAL cloanIng and sterilization of water llnes. All matarlals for construction of the project, incfuding appropriately sized "pipe cleaning pigs', chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lJme (11TH) shall bs usod in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be Cess than 10 parts per million of free chlorine. Chlorinated water shaif be disposed of in the sanitary sewer systern. Should a sanitary sewer not be evailabla, chtorinatad water shall be "do-chlorinated" prior to disposal. The llne may not be placed in service until two successive sets of samples, taken 24 ho+irs apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as Incidental to the protect and all costs incurred will be considerer to be included in the linear foot bid price of the pipe. 412NCs -43 PART D - SPECIAL CONDITIONS 52.10 work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced ander this contract may cross or may be In close proximity to an exisling pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed cloned and no cress connections are made between pressure planes 52.11 Yater Sample Station GENERAL. All water sarnpiing station insUlations will be per attached Figure 34 or as required In large water meter vwAlts as }ger Figure 33 unless otherwise directed by the Englnw. The appropriate water sampling station will be fumished to 1ho Contractor free of charge; however, the Contractor will be required to pick up this item at the Feld Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATiONS: Payment for all work and materials A necessary for the installs flon of the 314-i rich type K copper seruice line will be Shall bo included in the price bid for copper Service Line from Main 10 Meter. Payment for all work and mated als necessary for the inrstallaticn tap waddle (it required), corporation stops, and fittings shall be included In thre price bid for SerVrice Taps to Main. payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and ars Incidental 5-feet of type K copper service line which are required to provide -a complete and functional water sampling station shall be included in the price bld for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS, Paymank for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included In the price bid for SorVriee Taps to Main. Payment for all work and materials necessary for the Installation of the sampling station, madifiaation to the vault, fittings, and all type K copper service line which are required to provide a complete and function ai water !�arnpiing station shall be included In the price bId for Water Sample Stations. 52.12 Ductile Iron and (Cray Icor! Fittings Reference Part E.2 ConstrucHon Specificaticns, Section E2-1 Installing Cast Iran Pipe, fittings. and Specials. Sub section E2-7.11 Cast Iron Fttings: E2-7.11 DUCTILE-IRO AND RAY-IRON Fli-TIN S: All ductile-iron and gray-iron fittings shall be tumkshad with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, jelnf a messodes, poi eftle.ne wrapping, horizontal concrete bloc}dng, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. All ductile-Iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping confarrning to Material Specification E1-13 and Construction Specification E.2-13. Wrapping shall precede horizontal concrete blocking, vertical tio- dawn concrete blocking, and concrete cradle. Payment for the polyethytene wrapping. 71209 -44 PART D w SPECIAL CONDITIONS ho0zontal wncrete slacking, vertical tie-dowry concrete blocking, ar1d con crate cradle shall be included in bid Items for vales and fittHrigs and no other }payments wilt be allowed. D- 53 SPRINKLING FOR BUST CONTROL All applicable provisions of Standard Specliftations Item 200, "Sprinkling for Dust Control" scull apply. However, no rflreot payment will be made for this item and-It shall be con.Mdemd to Ihis contract. D- 54 DEWATERING The Centractor shall be responsible for determining the method of dewatering apera#Ion for the water or sewage flows frorn Ire existing mains and ground water. The Contractor shall be respansiblo1or damage of any nature resulting from the dewatering operations. The DISCHARGE tram any dewatering operation shall be conducted ars approved by the Engineer, GMind water shall not be discharged into sanitary sewers. Da aterIng shall be cGnsidered as irialderntal to a construclion and all costs incurred will Igo considered to be included in the project price. D- 55 TRENCH EXCAVATION ON DEEB T19ENCHE Contractor to prevent any water flowing Into open tench during construction. Contractor Sha 11 nal leave excavated trench open ovemighl. Contractor shdil fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D- 56 TREE PRUNING A. REFERENCES, National Arborist Association's "Pruning Standards for Slade Trees% 131 ROOF PRUNING EOUIPNIENT 1. VI hratory Knife . Vermeer V-155ORC Moot Pruner C- NATURAI- RESOURCES PROTECTION FENCE . teel 'T = Bar stakes, 6 feet 1.09. 4. Smooth Worse-Wire: 14-112 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyora Plastic Flagg Ing. 'rFundra" weighs. International fluorescont orange or red color. 6, Combination Pence: Commercially manufactured combination soil separator fabric on wire mesh bat:king as shown on the € ra li1gs. D. ROOT PRUNING 7. Survey and stake location of root pruning trenches as spawn on drawings, a •ras -45 PART D - SPECIAL CONDITIONS a. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed riot zone. 9. Backfill and compact the trench immediately after trenching, 10. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 11. Within 24 haters, prune flush Milli ground and backfill any exposed rants date to construction activity. Cover with woad chips of mulch In order to equalize soil tomparature and minimize water loss duo to evaparatlon. 12. Limit any grading work within oonservatlon areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cul by hand or cut by specified methods, equipment and protection_ F. MIJL:CI-INR Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Englneer. F. Tree Pruning shall be considered subsidiary to the project contract price. D- 57 TREE REMOVAL. Trees to be removed shall be rarnoved using appllQable rnethods, Including stump and rant ball' removal, loading, hauling and dumping. Extra caution shall be taken Ito not disrupt existing utilltles both overhead and burial, The Contractor shall Immedfately repair or replace any damage to uihaltles and private property induding, but not limited lo, +Haler and sewer services, pavement, Iences, walls, sprinkler system piping, a#c., at no cast to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additlonal paymerd will be allowed, D- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, iincluding the amount of rock, if any, through which this pipeline Installation is to be made Is the responsIbilhtp of any and all prospective bidders, and any bidder on this protect shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or In€lependernty, and whether they make such daterrnir atlon by the use of test holes dr other means, shall be left to the dlscretlon of such prospective bldders, If test borings have been made and are provided for bidder's InforMation. at the locations shown on the logs of borIngs in the appendix of this specification, It 16 express[y declared that Neither the pity nor the Englneer guarantees the accuracy for the intorrnation or that the material encountered in excavations is the same, either In character, location, or elevation, as shown on the baring logs. II shall be the responsibility of the bidder to make such subsurface investigations', as he deems necessary to detsrmine the nature of the material to be excavated. The CQntractor assumes all responsibility for interprotatlon of these records and for making and maintaining the required excavation and of doing othot work affected by th he geology of the site. The cost of aJI rack removal and other associated appurtenances, if req ulred, shall be included in the linear foot bid price of the pipe, 41Z71WUCP S -46 PART D - SPECIAL CONDITIONS D. 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING DOM TIRUGTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Briar to beginning construction on any block fn the project. the contractor shall. on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front floor of each reside nee or business that will be impacted b V construction. The noice Sha 11 be prepared as follows: The notification nnIice or flyer shall tie posted sduen (7) days prior to begs nNng ariy construction activity on each block in the project area. The flyer shall be prepared an the Contractor's letterhead and shall includo the following information: Name of Project, DOE No., Scopo of Project (i.e. type of construction activity), actual construction duration within the bleat, the name of the conlractor`s foreman and his phone number, the name of (lie City's Inspector and his phone number and ilio City's alter-hours phoney number. A sample of the 'pro-construction notification° flyer ie attached. The contractor shall submit a schedule showing the construction start and finish time for tracts Block of the project to the inspector. In addition, a copy of the flyer shall be dolivared to the City Inspector for his review prior to boing distributed. The conlraclor will nol. be allowed to begin construction on any !clock until Iho flyer is delivered to all residents of the block. In the event It becomes necessary to temporarily Oiul down water service to residents or businesses during construction, the conlraclor shall prepare. and ddim a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyar shall be posted twenty-four (2 4) prior to the temporary interruption. The. flyer snail be prepared on the contractor's ielterhead and shall include the following informatlon: Name of the project, DOE number, the date cf the interruption of service, the period tho interruption will take place, the name of the conlractor's foreman and his phone Humber and the name of file City's inspector and his phone member. A sample of the temporary water service interruption notification is attached. A copy of ilia tornperary Interruptlan notif ration shall be delivered to the inspeclor for hls review prior to being distributed. The contractor shall riot be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Elecironic versions of the sample Byers can be obtained from time Construction office al (817) 871-8306. A;I work involved with the notlfication flyers shall be considered subsidlary to the contract price and no additional compensation shall be made. D- 60 TRAFFIC BUTTONS The removal and rsplaacement of traffic buttons is the responsibility of the contractor and shall be considered a subsIdlary item. to the event that the contractor prefers for the Signals, Signs and Markings Divlsion {SSMI])-of the Transportation/Public Works; Dafrarim anI to InstalI the markings, the contr€c;tor shall contact SSMD at (817) 871-8771} and shall reimburse SS MD for all costs incurred, both labor arta material. No additIon2aI compensation shall be made to the contractor for this reimbursement. 2712" -47 PART D - SPECIAL CONDITIONS D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanktaryr sewer service line is installed or reptaced, the Contractor shall install a two- way service cleanout as shown In the attar-hed del all. Gleanouts.aro to be installed out of high traffic areas such as driveways, sireets, sidewalks, etc. whenever possible. When it is. not possible, the cleanout stack and cap shall be cast Iron. Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and f unntional sanitary severer cleanGut shall be included In the price bid for Sanitary Sewer Service Cleanouts. D- 62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair inimediately after trench backfill and compaction using a minimum of 2-inchas of loot mix asphalt over a minimum of -inches of compacted ttex Base_ The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shWi bre rolled wlth a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to Ilia ternpofary pavernent repair pay Item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensation shall be made for FnaintainIng the tempofary pavomenL D� 63 CONSTRUCTION STAKES The City, through its Survgyc)r or agent, will provide to the Contractor construction Stakes or other customary method of markings as may be found consistent with professional practice, establishing lino and gravies for roadway ar d utility construction, and oBnteriinos and benchmarks for bridgework. These stakes shall be set cuff iciently in advance to avoid delay whomever practical, ono sort of stakes shall be set for all utility construction ( ator, sanitary newer, drainage etc.), and ono set of exeaystion/or stabilization stakes, and one set of stapes for curb and gutter/or paving. It shall he the sole responsibility of the Cantractor to preserve, maintain, transfer, etc., all stakes furnished until compietion of the construcAon phase of the project for which they were furnished. If the City or its agent determines that a suffici6nt number of stakes or markings provided by the City-, have been lost. destroyed, or disturbed, to prevent Lhe proper prosecution and evntrol of the work contracted for in the Contract Documents, it shall fie the Contractor's fesponsiblillty, at the Contractor's sole expense. to have such states replaced by an lndlviduel registered by the Texas Board of professional Land Surveyor as a Registered Land S urveyor. No claims for delays duo to lack of replace men I of construction stakes villi be accepted, and dme wlilf continue to be charged In accordance with the Contract Documents. D. 64 EASEMENTS AND PERMIT The perfofmance of this contract requires cortaln temporary construction, right-of-entry agreements. and/or permits to pertarm worm on private property. The City has attempted to obtain the temporary construction andlor tight-of-entry agreements for properties where construction activity is necessary- on City owned facilities, such as sewer litres Or manholes. For 4ocations where the City was unable to obtaln the easement or right-of-entry, It PART D - SPECIAL CONDITIONS shall be the Contractor's rosponsiblilty to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the My has obtained, are available to the Contractor for review by contacting the plans desk at the Deparlment of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain wrAten permission from property owners to peftrm such work as cleanout repalr and sewer service replacement on prlvale property. Cont actor shall adhere to all requirements of Paragraph Cee-6.10 of the GeneraI Contract Documents. The Contractor's attention is dkrocted to the agreement terms along with any special cond[tions that may have been imposed on these agreements, by the property owners. The easornents and/or private 1)rope rIV shall be cleaned up after use and restored to its original condition or better. In event addit[onal work room is required by the Contractor, It shall be the Contractor's responsibillty to obtain written {permission from the property owners involved for the use of additional property requires. No-additional payrrtont wilt be al[owed fair this Itorrn-. The. ity has obtained the necessary docurnentatkon for rai[read an&or Inigh ay permute required for construction of this proiect, Tha Contractor shall be responelb[e For complying wJth all provisions of such parmits, inctudkng obtaIning the requlskte insurance, and sha[I pay arty and all casts assoclated with o roquired by the permit(s). II is the Contractor's responsibkllty to provide the required fiagmon anclUor provide payment to the appropriate railroad/agency for all flagmen during construction in rallrcoacl#agency right-of-way. Any and all costs associated with comp[iance with pormits{s} including pa rnent for itagnien shall be subsidiary to Ina project pried. No atddilional payment will be allowed for this item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been he[d bul before construction is allowed to begin on this project a public meeting wJll be held at a location to be datermtned by the Englneer. Tho contractor, Inspector, grid project manager skull meet with all affected residents and prosent the projected schedule, including construction start date, and answer any construction related questlons. Every effort will he made to schedule the neighborhood maeling within the two weeks. foltowing the pre-constructlon conference but In no case will construction be allowed to begin until this meeting is held. D-66 WAGE RATES The labor classifications and minimum wage rates set fDrth herein have been predetermined by the City Council of the City of Fort forth, Toxas, in accordance with statutory requirements, as being the pri�v,�aflirrg classItica#ions 8111d rates chat shall govern On all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents_ In no event stall toss than the following rates of wages be paid. (Attached) D- 67 REMOVAL AND DISPOSAL. OF ASBESTOS CEMENT PIPE A. It is the [ntant of the City of Fort Worth to comply with the requirements of the Asbestos NESHA4P found at 40 CFR Part 61, Subpart M. This specification wait ostablish procedures to he used by all Excavators in the removal and disposal of ACP in compliance with NF HAP. Nothing in this specification shall be construed to void any peoOsiun of a contract or other law, ordinance, regulation or policy whose requirements are mare stengent. 7 Ove -4 PART D - SPECIAL CONDITIONS B. ACP is def€rted under NE HAP as a Category 11, non-friable material in its intact state but which may become friable upon removal, demolition andfor disposal. Consequently, if the removal/ disposa1 process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Testas Department of Health. The notification must be filed at least ten days prior to removal of the material. If it remains in its non - frlabie state, as defined by the NE HAP, It can be disposed as a conventional construction waste_ EPA defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressoras, C, The Generator of the hazardous material is responsible for the Idenillication and proper handling, transportation. and dispose? of the material. Therefore, ii is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the Intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that It remains intact and does not bacome friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result_ E. Compliance with ail aspocts of worker safety and health reguiations Including but not I[rnited to the OSHA Asbestos Stannard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibIli.ty for compliance programs, which are the responsibility of the ExgaVstor. (Copy of terms attached) O-68 STORM WATER POLLUTION PREVENTION PERMIT: As defined by Texas C mmisSiOn on Environmental Quality (TOEQ) regulations, a Texas Pollutant Discharge Elimination Systom (TPDE ) General Constructlon Permit is required for aft constru€tion activitles that result in the disturbance of one to five acres {Small Con sIruc[ion Activity) or.five or more acres of total land (Large Construction Activity). Tho contractor is defined as an "operator" by state regulations and is req uirad to oblaIn a permit. information concerning the perrhit can be obtained through the Internet at http:l www.tnrcc,state.tx.ualparmitt[ng/water perm/wwparm/construct,html, Soil stabilization and structural Practices have been selected and designed in accordanco with North Central Texas Councli of Governments Best Management Practices and Erosion Controi Manual for Construction AcWhies (BMP Manual). This manual can be obtained through the Irrternot at wwuw.dfwstorrn ater.cormlrunoff.html. Not all of the structural controls discussed in the BMP Manual 111 necessarily apply to this project, Best Manag ament Practices aro constriction management techniques that, If properly 0:1ized, can minimize the need for physical controls and possible reduce casts. Tha methods of control shag result in minimum sediment retention of not lass fluty 70%. NOTICE OF If i`ENT_NOI : if the protect will result in a total land disturbance equal to or greater than b acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NCI) form prepared by the engineer, It serves as a notification to the TCEQ of construction activity as well as a cornmitrnent.that the contractor understands the req uirem 0nts of the permit for storm water dlschargos; from construction acdvl ties and that measures wlII be taken to implement and rna[ntaln storm water pollution prevention at the site. The Noll shall be submitted to the TCEQ at least 48 hours prior to the contractor movIncg on site and shall include the required $104 application too. 7P2 Oe SC-50 PARS` D } SPECIAL CONDMONS The NOf shall he mailed ta: Texas Commission an Environmehtal Quality Storni Water & General Permits Team; MG-228 P.O. Box 13087 Austln, TX 78711,3087 A copy of the NO1 shall be sent to: City of Fort Worth Daparimant of Environmental Management 500D MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large CGFIStructiml Activity, the contractor shall sign, prior to final payment, a TGEQ Notice of Termination (NOT) form prepared by the ongIneer. It serves-as a notice that the sltG is no longer subject to the req krire ment or the permit, The NOT should be mailed to: Texas Oommit scion on Environmental Quality Sturm Water & OenoraI Permits Taam; MG-228 P.O. Box 1:3137 Austin, TX 78711-3087 STORM WATER PQLLUT1ON PREVENTION P LAN f SW PPP ; A documerxt corrsIsting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to leo employed to rediics the release of sediment and pollLit i0n Irorn the construction silo. Five of the projerl SWPPP's are available for viewiing at the puns desk of the Department of Engineering. The selected Gontractor skull be provtdad with three copies of t11e SW PPP after award of contract, along wlth unbGunded copies of al forrns to be sub mItted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION A CTI I-I - DI STURQED AREA EQUAL TO OR GREATER THAN 5 ACRES. A Nolico of latent (NOI) form shall be completed and submitted to the T EQ Including paymant of the TC EQ required feo. A SW PPP that meets all TC EQ requirements prepared b the Engrnaer shall be prepared and implemented at least 48 hours beton the commiancernarit of construction activities. The SWPPP shall bre Incarporated into in the contract docurnants..The contractor shall submit a schedule for I mple mentSti= of tfte SWPPP. Deviations from the plan ntuat be submitted to the engineer for approval. The SWPPP Is not warranted to meet all the ccnditIons of ileo permit ainee the actual constf)ct[Gn activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor friusi keep a copy of-the most current SVVPPP at the construction site. Any alterations to the SVVPPP proposed by the contractor must be prepared and sLib mlttod by the oa»tractor to the anginoer for review anti approval. A Notice of Termination (NOT) form shall be submitIad within 30 days after final stabilization has been achieved on all portions of the situ that is the responsibility of the permittee, or, when another perMitted operator assunyes control over all areas of Ilio site that have not boon finaIly stabilized. SMALL DON TRU T10N ACTIVITY - DI TURf3ED AREA EQUAL O OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES, Submission of a NOI form is not required. However, a TC EO Sito Notice form must be completed and posted at the site_ A copy of the completed Site Notice must be seat to the City of Fort Worth Deparim ent of Envil ro nmental M ana9erneFit at the address listed above.-A SW PPP. prepared as described above,-shall be irmplemented at least 44?712M SC-51 PART D - SPECIAL CONDITIONS 4a hours before the commencemont of construction activities, Thr? SVVPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be .included in thio contract documents, The control meaGsures shall be installed and maintained throughout the construction to assure effective and con tin.uOus water pollution conlroi. The controls may Include, but not be limited to, salt fences, straw bale dakces, reeks berms, diversion dikes, Interceptor swa les, sediment traps and basins, gripe slope drain, in lot protoctlon, stabilized construction enira,nces, seeding, sodding, mulching, call retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimurn sediment retention of 70 as defined by the N T OG "BMP Manual." Deviations from the proposed central measures must be submitted to the engIneor for approval. PAYMENT-FOR SWPPP IMPLEMENTATION- Payment shall be made per lump Burn as shown on the proposal as f ulI compensation f at all lteri�s con talined In the pmiact SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL CONDITION D - 40 SHALL BE APPLICABLE. D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is theContractor's responsibility to coordinate any event that will require connecting to or the operation of ars existing City water line system wlth the City's represerntative. The Contract❑r may obtain a hydrant water meter from the Water Department for use during the life of named project, In the evo lit the Gontr�ictor requires that a water vafvs on an existing live system be turned off and on to accornmedato the construction of the project, the Contraclbr trust coordinate this activity through the appropriate City representative. The Contractor shall nol operate water line valves of existing water system. Fal lure to comply will render theontrpctor� In violatlon of Texas PenEi Cade Title 7, Chapter 28.03 (Crim[nal Mlsohief) and the Contractor will be prosecuted to ffie full extent of the law. In addition, the Contractor will assume all liabilities and responslialllties as a result of these actions. 0-70 ADDITIONAL S U B M ITTALS FOR CONTRACT AWARD The City reserves the right to require any pr"uaIIfied contractor who is the apparent law bidders) for a project to submlit such addltion al information as the City, in sole discre#icn may require, incfuding 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 bfdder(s) to deliver a quality product and successfully compfato projects for the amount bid wlthin the stipulated time frarna. Based upon the Qty's assessment of the submitted information, a recommendation regaGrding the award of a contract will be matte to the City Council. Failure to submit the addltlonal information if requested may be grounds for rejecting the apparont low bidder as rron-responsive. Affacted contractors will be notffiled in writing of a recommendation to the Glty Council, D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Tune is of the essence in Ihie completion of this contract_ In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of Failure to maintain the contract schedule, the fallo Ing process shall be applicable, 412742oL76 -5 PART D - SPECIAL CONDITIONS The work progress on au construction projects will be c:Ioselyx monitored. On a lei-monthly baels the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work.perforrrmed by the contractor is less than the percentage sof tivne allowed by 200or more (e ample. 10% of the work complated in 30 of the stated contract time as may be amended by change order). the following proar-five measures will be taken: 1. A letter W11 be mailed to the contractor by certified map, return receipt requested demanding that, within 10 days f rorn the date that the letter is received, it provide sufi'ident equIprnant, materials and labor to enSLire completion of rhe work v ill1in the contract time. In the event the contractor receives such a letter, the contreictot shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Ma nage r and the Directors of the Department of Enginearing, Water Department, and Department of Transportation and PuNic Works will be made aware of the situation. If nec�essaryr, the City Manager's Office and the appropr1ate city council members-may also be informed. 3, Any notice thel may, in tho City's sola discretion, be %qulred to be provided to Interested Individuals will disIributed by the-Engineering Departmant's Publlo Information Officer, 4. Upon receipt of the conn'ector's response. the appropriate City departments and dIroctars wNl be notif[ad. The Engineedng Dap arnient's Public Information Officer will, If naces sary+, then forward updated notices to the Interested Individuals. 5, If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second tlrne prior to the Completion of the contract, the bonding cam pafiy gill be notif lad appropriately. D-72 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following guidelines relating to ork[ng on City construction sites on days deslcgrwated as "AIR POLLUTION WATCH f AYEV'. Typicallyr, the OZONE SEASON, withIn the Metroplex area, runs from May 1, Through OCTOREII 31, with 6:00 a.m. - 10:W a.rn. being critical 13EOAUSE EM I S S I ONS FRO THIS TIME PERIOD HAVE ENOUGH TIME TO SAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTi;I3fdOON OZONE FORMATION— The =ORMATION .The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Alr Pollution Watch by 3:00 p.rn. on the afternoon prier to the WATCH day. On designated Air Pollutlon Watch Days. the Contractor small beef the responsibillty� of tieing aware that such days have. beon designated Air Pollutlnn Watch Days and as sud) shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. If use of Motorized equipment Is less khan 1 hour, c if equipment is new and certified by EPA as "Low Emitting". o equipment bLrrrrs Ultra Low Sulfur Diesel (0 LSD), diesel emulsions, or alternative fbels such as CN G, 7WR5 SC-53 PARS" D - SPECIAL CONDITIONS If the Contractor is unable to pertor7n continuous work far a period of at least seven hours between Ilie hours of 7:00 a_m. - 6"CIO p.rn., on a designated Air Poll utlan Watch Day, that day will be con sidared as a weather days and added onto tha aliowab[a weather days of a gIverl month. U-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee Icer street use permits Is in effect. In addition, a separate fee for re-Inspections for parkway construction, such as driveways, sidowalks, etc., will be required. The tees are as follows: 1. The street permit fee is $30.00 per permit with payment due at the time of permit application. A re-inspeallon fee oS $25,00 will be asssssed when work for which ars Inspection Galled for is Incomplete. Payment is due prior to the lily performing reinspect€on. Payment by the contractor far all street use perm Its and re-Inspectlons shall be ccps€d0red subsidiary to the contract cost and no additional compensation shall be made. {To br� printed an Contractor's Latterhead) Date: BOE Nw 3175 PROJECT NAME:Mmiu CIC4D Sanitary Sewer Drainage Area Part 13 MA.PCO LOCATION: 76L LIMITS OF CO1 ST,: Wes( of9'x' Avenue aIan gi+WWR bciNYeen Rosedale anal Olea13dvr Lstirn$ted Duratio a 0 Ccxnstructiun on y u a r Street : <XX>days y w THIS LS TO INFORM YOU T'HA'I' UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE SE'U ER LIKES ON OR AROUND CRL1 P OT'T 'Y" , C,-O ST'RU TIO WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THJS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SE U IT'Y, SAFETY OR OTHER ISSUES PLEASE CALL: Mr- <CONI'R4CTOR'S UPERR4--`ENDEN-r> AT <TELEPEEO N .> R Mr. <CITY INSPECTOR> AT <TELEPHONE N .> AFTER 4:30 PM OR ON WE, EKEDS, PLEASE CALL 871-7970 LE,A SE 1 EEp THIS FL ffA E Wil EN )'0 U CALL. PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVA[LiNG WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $1032 Asphalt Shoveler $9.75 Batching PJaot Weigher $9.65 nrpenter (lough) $13.64 Concrete Finisher-Paving $10,16 Concrete Finisher Helper (Paving) $9.70 Concrete Finisher-Structures $13A4 Flagger $7.00 Form Btlitder-Structures $13-44 Form Setter-Paving & Curbs $10.25 Form Satter-Structures $9.75. Laborer-Common $7.64 Laborer-Willity $8.64 Iehanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.og Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Dorrick, 0ragline, Shovel (< 1 1I2 $10.00 Y) Crane, Clamshell, f3ackhoa, Derrick, Dragline, Shovel (> 1 1/ $11.52 CY) Front End Loader (2 112 CY & less) $9,94 Front End Loader (over 2 1}2 CY) $9-32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator (Fine Grade} $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11,00 Roller, Steel Wheel Plant-Mix Pavements $9.88 Roller, Steel Wheel Other Flatwheel or Tamping $1212 Roller, Pneumatic, Self-Propellad Scraper $8.02 Traveling Mlxer $10.00 Reinforcing Steel Setter (Paving) $9-75 Truck Driver-Single Axte (Lfght) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10- 2 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 rr2006 SC-56 PAIN D - SPECTRE CONDITIONS av2bo S -57 FORT WORTH DOEILIO. �7C Pm ll NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DIJE TO UTILITY IMPROVEMENTS IN YOUR 11TEI PISORH OD, YOUR WATER SERVTCI1 WILL HE iNTERRUPTED ON BETWEEN THE HOURS O AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT UT, PLEAS: CALL: R. AT CONTRACTORS SUPFaREVI'ENDENT) (TELEPHONE NUNBER) DR El. AT INSPECTORS (TELEPHONE NUMBER) THIS INCO N VENTE,NCE WILL BE AS SHORT A 8 POSSI0LE. THANK YOUIP CONTRACTOR PART T D - SPECIAL CONDITIONS F TEXAS 0151PARTN1ENT OF HgALTH DEMOLITION ! RENovxi-ICI t7 Nt?TE:CI11LElTEMSTHAT AI AND1=D T T] >F� � fJOTIFItiATION# _ ff 1) AFrahent Cotltroctur: TDFI LioenGa Humbaf OrficD Phone plumiser L_1 fob 9I4e PmFie Numb= a Sit*,Su"vSsar: To Luse Nurnbar- U Elta Cwupary ar: _ 1'DH IJ .ue Numb ' G TrarmW Om-Site 1k1 f SHAPI 1fwIW1dUa4: CartCcatiort Rale: a bamolltlnn C:4a[lydtar_ Olfffe 1'#�fx1e {t� 1L7nr{ n Ad4rEi : rlty 5t$iar; p:� I y 2) Rxpject Conffultaoit or Operutgr. TOH Liranaa Number,. MEtlling Address,. — _ rwJty, l ita= ZEp t](he 131wrie Number, 1 — T p4 3) Fildwy rrrler:.R I.t AitentLoat= � _ P f�to�is�g Puddra3 . � 1wtL}+: 13ladu: �Ip; OwRlerRk�onr�tdunrrtnrf ) _ "Nato:1.111 InvQ;CQ forlho a*ilffnotl or.feawill bw"pit ti)rlgaawriorofthis bulidlna43nd lh6 bllfhtf}0d4r4s3 fiortho Iny[3Ica wlir leer v4iiilood(mm tho InrotmiAlion Thar I>s provided lit If fs muctfwq, 4) DeserTptlare or Faciflly Name; Fifty5lralAtidfem CatjnW, _-_ City. Facll Ty Ph[xlo NumbRt 1 Fi1citity Canbmc:t P`era+on; i f Dararip Pofi M Arcalr n m Numb A Prig L vi. Fulura Use, P Aga of DWIdIroFaQlpiy, Sixo:�#drlYrtU9rorFlaara; SlDhoul(K-12); r YES Li NO 11 s) Type of Work: rl Demolition rl Rimovatlnn(Abatement) iJ Annual CanGalidated T bVaPk wli l be during: 0 Day u Evenlno Ef Nlgh t I'- phnmd Prkaut Ll Lieu.[;tlpt wl of work%rdhrWWfk, hl $} Ir.Ili I&aixubliaBuild€nDI 0 YE3 r NO FederalFac 11Ity`t[=Y15S NolndsmWNlSIto?r.[YES 13 No ❑ HESFW-Only Facility? 0 YES r1 NO kLi l3ullding�FndrlyOccupled? r, YLS Ca NO L 7) f+iATcatlonType OHECKONLY ONE V ❑ orlgirtal{10 Warking L;ay&j - auncallalivn 13 Amendment n ErnargencylOrdeivd I CP l r lhiF Is art amer%dfnorrt,which amar[dm rent number Is lh 64_{Iracloso copy of arlp Incl anular last amlind men t� I Iran errnergrncy,who did you tialR w1m al TDH7 rna�rgan�y#, a Dtile and Hous ofl5oi rip cy{WIMINDID/YY}: Cl OaoarlpIIon of LN3 s4ddorI,unoxpeated nl and exprI wation of#raw tho Avant aaLland unriaare onndliIckau of Would untrue equlprnent dvnine((compulws,ittiilr-' iia3ry,etE n 7 Q d) DnaWpllon ed p min '}ures tD ba followett In the event Irlut Lmuxpoc 1W asbsstaxm is Barad or prev�000V MWI-f0able Y asbe Aft mularlW becamex uumtrlwd,volviariznd,ar raduo[[d to powder-. F- 5 S 9} Wnhi ran Asbv5iQs survey per(otmed? 1 YES U NO Data- I !! TOH 1l sped4r LbCertsa No: ❑ knalyft5l ME}INxI.Q PLM ❑T&A❑AmUrnod TQH Labarnluty 1,(cen tFP No, N ;For Tp,HPA(pabec htj�Fdingj proiectu=an asruijm tion Must tm mado L)y a T01q UcDn8ed inspechnrl 10) Denrlpkii of pian nod demvilion or rfFnovallon wm lc.type*of rnWori[ef,and nit0od(B)[o be u gad: t 1) boecflplian of wvark pr?arlpmo anti eal9lri0arfrltj conirgls 10 to tlsed to pfovnnt orrlt&slons af ashvsins at th-a d+3malltionlrenuy iVGr6! + 7d2006 -59 PART Q - SPECIAL CONDITIONS 1 } AiL applIcabla ICtrMs to 1ha 11`40W�ng iabdk anuut be um*I^d: IF No AGee OS PRESENT CHECK HERE Appruximeta armo4rll0i Creak unit c4 m9ssuronm m AzhAtc1orp-C afslalntnj;tau#Idirrg Motadal A35ba&* TYRO Ln Ln SRS SO Gil Cu Pi��� �sol�k�A4�#� fl fA Ft M M to WE mmav�d FtA __qM i+fOT faM nsrad Intaftr cipleguty1 nnn-rrtablo rornm--g d ExIarior Calai nQrr±t bre reinoveWd Cukhwry I nori-friable NOT femoved ! ArIR1raRt JI nary-iriAl�la rrkm[as�d r=�r�riO�O.rtr� II rtorl•friabla rarri�ued Ca ry IInon-IrlaleNOT ramwod RAMI Orf F=RJty Componard I.%) Waste Trsnsporlar NrLmo' TUH La00MM Ntanber Addie" —city, stat : _21p!,_..r C4fUd Palm: Phone Numlmr: 14) warms Df6p wl Sly Name- TweAnono: TN RCC Permit Number. 15) For 4a rructurally u"oun,d facilltles,attach a copy of sftif5arilklii amder and'idenlify G-uv42rnrnorfl$1 R]ffmbEd belo,nr, Nam6 lIa#raWQn No: Tiil9 DAir o1 otdar VMS` UYxy ! DUlid tinder to b�agfn(MFN[kC]PM I ! _ IR) Sohsduled DoWs 4rAafiesl4s AlWaerseni iMMDDrfy) Sten:. 171 sahmoulad rloWn VematllloTORenovv'lian IM UDDIYY) Slat:_ f _l _ Camplorc--_,! ! -N91w,It 1ha sum dein an uus nblArAHon can not he mvt.1ho'MR RjQiAnal or LcuaR Program nf[lca Must be cxm%clwd by iphono prier to ills Siad dvlp. FWPuro to daao Is o vlaWorl In awosdalleo Io TAHPA Sntilnn 29dJM I horaby aerrfy MW all l a6wY fledge Ihst I am fesponaihle farad aspads of Lha nnii6vaWn fors,w1voinp,but rKg Ilmlting.evnienl and'eubm1won Quos. ThO rn�x raurn panjkty Es$10.ODO der day per vialaUon. JRnaRLirs of 9ulldlitg OwnW Q7"01' cplk)t Nemo) (Date) (Tolephona) or D6ogated CM8UtlnmVC"traaer) (rax Numb#r) MAIL Tia; ASBEST'OS 14OT[F1CATIGN SECTION TOXIC SUBS-FA �$CoOW ROL L)MBION TEXAS C AFtTMENT Of HEALTH 'Faxes am riot AcceprodP4 BOX 1435 'Faxes are nor Arccept6d4i AUVIN.TX 18?t445M PH:;112-43 00, 1-BOO-EM-SMS gym}AP&IF5, da(od O;FI Z iq`C{1�AC $ FVN faf711 d8ted 07JOV OL For B9Ahi&Pn=M Mrrq)] Ring krMr 00 F*900' 72-6548 9!2712 -F0 PART DA - ADDITIONAL SPECIAL CONDITIONS ,gLA-1 AWARD OF CONTRACT FOR PROJECTS T MULTIPLE UNI 4 RA-2 PIPELINE REHABILITATION CURED4WPLA E PIPE.....--................................OMIT DA-3 PIPE ENLARGE�VlE_ NT SYSTEM....... .........4 "` OIu11 T Q�,4-4 FOLD AND FORM PIPE....................................................................�..................., DA-5 SLIPLINING................ ... .. . . ................................ . . ...................... •-- • •--......OMIT DA-6 PIPE ims-r LLED BY OTHER THAN OPEN CUT. .................... .. ..... ... ••-•-••-••1 A--7 TYPE OF C ASIN PIPE..............................................................................................15 DA-8 SERVI CE LINE POINT REPAIR 1 CLEANOUT REPAIR .............................................16 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION...................19 DA-10 MAN HOLE,REHABILITATION ...............................................................................OMIT DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION ..........................OMIT DA-12 INTERIOR MANHOLE COATING - MICROSILIDA'T E MORTAR SYSTEM.. ..............21 i TA--i iNTERIOR__MANH0LE COATING - 0UADEX SYSTEM...........-.—............. ...............24 ISA,-74 INTEI4IOR MANHOLE COATING - SPRAY WALL SYSTEM-................ DA-15 INTERIOR MANHOLE COATING - RAVEN LIMNING SYSTEM....................................29 DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LIN R ....32 NSA-17 INTERIORMANHOLE COATING-STRONG-SEAL-SYSTEM ,.,..,..............,...........--34 DIA-18 RIGID FIBERGLASS fUPANHOLE LINERS............ ................................................OMIT EA-71-9 PVC LINED CONCRETE WALL RECONSTRUCTION....... ....... OMIT DA-20 PRESSURE GROUTING .................. .......................____ ... . . ............ ...............37 5-4-21 VACUULd TESTING OF REHABILITATED MANHOLES........I...... I-OMIT DA-22 FIBERGLASS MANHOLE ..............--..,...........----......................... ........ , .......OMIT DA-23 LOCATION AND EXPOSURE OF MA HOLES AND WATER VALVE-S.....................40 DA►� 4 IREPLACEMENT QF CONC13ETE C URB.AND GUTTER............................................41 ISA-25 F1EPLACEMENT 0 I G" CONCRETE DRIVEWAYS ........................—.................,.......41 DA-2 REPLACEMENT OF H.M.A.D. PAVEMENT AND BASE.............................................4 DA-27 GRADE] CRUSHED STONES ................................... ..--.........,..............................42 pA. a WEDGE MILLING " TO o" DEPTH 5.-Q" WIDE -1...........1-1................ ..................-- 42 DA-29BUTT JOINTS - MILLED.......................................... _ ............... ............................ .....X4,3 D-4-30 2" H. .A.C. SURFAcr: COURSE ITYPE "D"- MIX). ....................... . .. ................ ....4.4 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY Wrm .......................... ................45 DA� JEW T" CONCRETE VALLEY GUTTER..................................................................... 45 DA-33-33 N EW 4" STANDAIRD VYHEELCHAI R RAMEX.. . ....................... ..... . . .....................46 D—34 8" PAVEMENT PULVERIZATION ..................................--..........,.. ., ..................OMIT pA S REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT .....................OMIT DA-3-36 RAISED PAVEMENT MA13KERS................................................................................47 DA-3T POTENTIALLY PETROLEUM CONTAMINATED MATE=RIAL HANDLING .................4T DA-38 LOAD IN Q, TRANSP RTATION AND DISPOSAL OF CONTAMINATED SOIL.-.......51 ESA-99 ROCK RIPRAP- GROUT - FILTER FABRIC .........................................................OMIT DA-40 CONCRETE RIPRAR..............................................................................................OMIT DA-W1 CONCRETE CYLINDER PIKE AND I=iTTiIVGS........................ ... . .......... ............ OMIT DA-4 2 CONCRETE PIPIT FITTING_ S AND SPI*CIAI, .......................................................OMIT 6A-43 UNCLASSIFIED STREET 6A-44 6" PERFORATED PIPE SUBDRAIN......................................................................0w DA-45 REPLACEMEIyT OF 4" CONCRETE SIDEWALE S ..................... .. . . ........... 52 6A-4B 'FECOMMENDED SEOUIiNcrz OF CONSTRUCTION ................................................5 5A-47 PAVEMENT REPAIR IN PARKING AREA .................................................................53 DA-48 EASEMENTS AND_PERM I'fS.......................................................................................63 A -1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-49 HIGHWAY REQUIREMENTS................+.t.....a+.t.t..,........+...............+......t+,...................53 DA-50 CONCRETE EN A E94gWT..+...,t........,............,...a..................+.t...,..t........,................54 DA-51 CONNECTION TO EXISTING STRUCTURES . ................ ................t ....a.............. ..54 DA-52- TURBO METER WITH VAULT AND BYPASS INSTALLATION.-..............................54 DA 3 OPEN FIRI; LINE IN TALL.ATIONS .........t+... ............. ....+..+...., ........+.+..... ...........-64 �J .....,..+..+.+.........y.a..t.t...,...i.......t..5.....a......................+.a:.+,... DA-54 WATER SAi�IPLE T rlv DA-55 CURB ON CONCRETE PAIIEmENT+....t.,,,,...a...............a.......tt....................-•---..........55 D8n§6 SHOE DRAW]UGS.......................t,,..,...,5...a.............,...................,.........+.a+,a.....,..,....-.56 DA-57 COST_BREAKD N........+,--•-.......t, ...t...............t.,..,,.......+.......--..................56 DA-56 STA14DARD STREET SPECIFICATIONS H. A.C. OVERLAY , . ..a..+.t..., ., ... .+......67 DA-:59 H.M A.C. MORE THAN 9 INCHES. DEEP.......... ......... .. . .+..+....... ........Ei7 DA- (i- (i ASPHALT DRIVEWAY REPAIR,.............. ....+.....,t..................t...,...........................,---57 ,.. 7 DA-61 TOP ....................................:........t..........a.............a.a... ......................I---......+.57 DA-62 WATER METER ANIS METER BOX RELO N A..JUS ENT...............a+.57 DA-6BID QUANTITIES................ .................a..+..+..,.._a.....t,................t,.,........a..t.+...tt,,.,---b7 DA-64 WORD LI4 }iIGHi —VAY RIGHT QE WAY,..,t,....a.......................... i. E3A-fi5 CRUSHED LIMESTONE if=L -BASE .............+....t.t.•----. ....t.................t..,,,... .......a.5 DA-68-G5 OPTION TO RENEW....... ....+.t,...t.....,+...,...a.......a...,,+..,.......a...t.,,.,.....a+......t.,.•--......58 ISA-67-6 NON-E?ICLUSLYE CbNTRACT..+.....................t............a+.t,,..,...+...t+......................,.....58 DA-68 CONCRETE VALLEY GUTTE ..........t. .....+......,t.. . ............ ....a............,... ....+—so sq DA-69 tRAFFIC BUTTONS_,.......a+..................+..,,.,...... DA-72 PAVEMENT ..+.+...,t..... . .... . . ..+....,,.. .t ... , ........... ......59 DA-71 H.M.A.Ca TESTING-PROCEDURES t .tt ......t....t .......a......t,., .......+.+.+.t ................. ....15{9y i .....................:..a.,+a,.,....i......+...,......,....+.....,, 4 DA-72 SPECIFICATION R FEI�1;#"iC S ......t..t... DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVE—NIERICONTROL VALVEAND BOX. ..... t ... , ...., ,t .......+..+ ............................... ..........+..+... . .........6.0 DA-74 RESILIENT-SEATED GATE VALV S..............t„ ...............................,.........+.a.,+.t---..--.60 DA-7S EMERGENCY SITUATION JOB MOV - N ........ ,t, t .a....... ... ..........„,.t.t..................60 E)A-76 1 '” " O I PER SERVIQE:S.......,..,+.t..t........+,,........a.......... ........a.....t+ , , ....+.a+.+-y+k.� i -.....,,.i ......omiT DA-T7 SCOPE �E �N�R4 �I.iTIL, �.,.,......a.....,.t........a................+..+. +.....,,t.., DA 76 CONTRACTOR'S RESPON IBILTY (UTIl.; C# T ....t...,t..t.......a...............a+........... OMIT DA-79 CONTRACT TIME UTII,... CU ......,.,.. .........................,,.,.................-•---....a+.+I MI+1+ DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT(UTfL O .......a...+..+.............OMIT DA-81 TIME ALLOWED FOR UTILITY CU UT1L, C ........ ................. .•• , ..........--MIT DA,�6� LIQUIDATED DALU1101GE (uT1L. CUT)...+,...a..a....... .....a+...............................aa........OMIT DA-83 PAVING REPAIR EDq ES i UTIL. C_1 .......................................,.....,a+........,....,...,OMIT DA-84 TRENCH BACKFILL (UTI L..CIS ...,t.........................................a..+.+..,..............,.,..OMIT DACLEAN-IJP (UTIL. CUA......................a......,....+......,,,........a....,,...,.5a.......................OMIT D4&6 P`'OPERTY ACCESS L!nL+ CU ..,,.a......,....a.....+.,.,.tt.......aa.a...............+......t,t,..../0�i*��4iI#T I� I.i BlA,IS N O ID UTIL. U ..... ................. .+...+.,.,.t „i....... ...........+....,.,VIYII# DA-89 STANDARD EASE REPAID FOR_LPNIT 1 (UTI L. C .+.........................t.t,,.,.,OIuIIT DA-89-99 CONCRETE BASE REPAIR FOR UNIT II & U!V!T III (UTILO CLM...........a...........-. 1VIT VAAO " TO " H.M.A.Q. PAVEMENT JUT]L..CU ..........:_.........+..............+.,.,,.....,,........OMIT P&SI ADJUST WATER VALVE BOXES MANHOLES. AN VAULTS UT1L. CY .......OMIT DA-9 MAINTENANCE BONG UTIL. C ........a..+...,......a..+....,,-t --....a...t..t.............t.......OMIT DA-93 BRICK PAVEMENT UTIL, CVD .........................t................................................OMIT DA-94 LIME STABILIZE D SUBGIRADE La711.. C ............... . ....+.t.t. ....a...+..,., t .....OMIT DA-95 CEMENT STABILIZED UBQR IDE (I,IXIL. CU•L ........................................a,......,.OMIT ASC— PART D - ADDITIONAL SPECIAL CONDITIONS DA-96 REPAIR OF STORM ORAlW STRUCTURES(UTIL, CUn....................................OMIT DA-97 'QUICK-SET" CONCRETE (UTIL. CUT),--.—, „ ..............+-t..,.--....,...4:—...%..-,..-..()mI I- DA- 8 UTILITY ADJUSTMENT (UTILE................................. ....-----,....,., .........—bl -.OMIT QAe 99 STANDARD CONCRETF SIDEWALK AND WHEELCHAIR RAMPS UTIL. CUT OMIT DA-100 LIMITS OF CONCRETE PA11EMEgT REPAIR (UTIL.CCII ..................................OMIT DA-101 CONCRETE CURB AN— GUTTER (UTIL. CUT).............%...,,,,,......................—....40MIT UDA-102 PAYMENT ( IL. CUT) ...... ............... .... —....,.... . ................... ........,.. . ., .......OMIT DA-103 DEHOLES MISC. EXT. ........................................%-.,...,.,..........,......,,...........—.,,,. OMIT DA-1Q�L CONSTRUCTION LINIITATION (MISC. EXT.) ...........bb%..........._................%........OMIT DA-105 PFJESSURI! CLEANING AND TE TINIG (MISC. ......+....OMIT DA-106 BID QUANTITIES MISC, EXT. ...........%.................................................................OM17 DA-10 LIFE OF CONTRACT MISC. EXT.)..............%............%4................%_........ OMIT DA-108 FLOWAB E FILL I MISD. EXT .............................................................................OMIT DA.-10 BRICK PAVEMENT REPAIRMISC, REPL. ................................. .....t,-,..,.. -. 0MIT DA-110 DETERMINATION AND INITIATION OF WORK MISC. EPL., ...... ...................OMIT DA-1I1 WORK ORDER COMPLETION TIME MISC. REEU. .......... OMIT DA-112 MOVE IN CHARGES (MISC._R_�PL.} .... . ........... ... . %.... . ............. ........... 0MIT DA-113 PROJCCT SIGNS MISC. ..... . . ........................... . . ...OMIT DA-114 LIQUIDATED DAMAGES I14fIISC,_REPU........................ ............... .. .................OMIT DA-115 TRENCH SAFETY SYSTEM DESIGN IIUIISC. REQ.......................... ... . •...-.,.„OmIT DA-116 FIELD OFFICE....................................... ............. .................... ............ .............OMIT D�1�11T TRAFFIC CONTROL PIAN ........................ ...........................................................OMIT DA-118 COORDINATION CSF WOR K WITH CONTRAC OR FOF3 glH EIS QNITS...,.,.,,.4,0MlT ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNIT The City reserves the fight to abandon without obligntlon to the contractor, any part of the project, or the entire project, at any time before the contractor be91ns any construction work authorized by the City. Award, if rade, shall be to the Lowest responsible bidder. The following shall applyfor contract documents with rnuItipia tin its of work. Each urtit represents a separate project, each with an Individual N BE specIf[catlon and proposal seclion. The proposat sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contracts), it made, 51-WI be to the lowest responsible bidder for each Individual' unit. If a contractor is the low bidder on two units or more, a single sot of contract documents consisting of all, applicable units will be created and or}e single award of contract shall be mada. The Contractor shall comply with the City's M/WBE Ordinance torr the applicable unit or combination of units and s1 all submit monthly fu1/W BE reports for the applicable unit or combinaticm of units, Construction time on all units Wil runt concurrently. For situations involving approved contracts with rmuit�ple units, the total allowable corfstructlan completion lime period for all the units shall be the same as the unit with the longest construction time period. DA-2 OMIT DA-3 PIPE ENLARGEMENT SYSTEM A. GENERAL. 1. Description: This spec[ficatian Includes requirements to rehabilitate exis#Ing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipo Crushing (Pipe Bursting/Crushing). This system Includes spiitting or bursting the axistlilg pipe to Install a now polyethyleno pipe and reconnect existing sewer service connection& 2. Methods- This sectlan specifl6s the approved system method or process to Include all labor, materials, tools, equipment and Inoldentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe RurstingJCrush{ng systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Plpe Crushing), Houston, Texas; and Tranchless Rep[acernent Systoms, (TICS System), Calgary, Canada. Refer to Pact D - SPECIAL CONDITION D-34 IBSTITUTIONS for lntormation regarding pre-approval procedures for alternaNe processes. ASC-4 PART T DA - ADDITIONAL SPECIAL CONDITIONS 3_ Definition. The Pipe eurstinglDrushinq system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pro-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic harnmor "moiing" douice, sultably sized to break out the old pipe or using modified boring "knife" with a flared pILig that implodes and crushes the existing sewer pipe. Forward progress of the Nnole" or the "knife" may be aided by than rise of hydraullc equipment or other apparatus, as specified In the approved methods. The replacement pipe Is eithar pulled or pushed Into tha bore. The rnathad allows tea' replacement of pipe sizes from &" tt rough 21" and/or ups izln9 1n varying increments up to 21", This specification is teased on the precedent that the Pape BurstinglGrushing system used hits b(3en pre-approved by the City of Fort Worth Department of Engineering. and Fort Worth Water Department, 4. Quality Assurance: Tho Contractor shall be rea'tified by the particular P[pe Bursting/ rushing systema manufacturer that such firm is a Iioensed insta ier of their system. No other Pipe Sursting/Crushing system other than those listed in Section A.2. of theca specificatiol)s Is accepi able. fit. Personnel directly Involved with Installing the naw pipe shall recelve training In the proper methods for joint funing, handling, and installing the polyethylene pipe. Training shall be performed by a quallfied representative as determined by the pipe manufacturer. b. Personnal directly involved with Installing the new pipe shall receive train ng in the proper methods for joint lusing, handling, and Installing the polyethylene pipe. Training shall be performed by a quallfied representative as determined by the pipe manufacturer. 5. Submittals: Submit for review and acceptance. the fallowing Contractor's Work Plan and Drawings to the Department of Engineering (DQE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on maierial composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's rec:arnmendation for handling. storage. and repair of plpo and fittings if darnaged, b_ Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prir)l' to excavatlon for approval by DOE. C, Method of construction and resteratlon of existing sewer service connections_ This shall include: 1) Detail drawings and written description of the arthro construicUon procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. ASC-5 PART DA w ADDITIONAL SPECIAL CONDITIONS ) Working drawings for informatlon only showing sewage flow bypass, and maintenance of traffic_ Contractor shall provide for continuous sewerage flow. Dawatering shall be the Contractor's responsibility, 3) Ce of workmen Iralning for Install Ing pipe. 4) Tetevieion inspection reports and video tapes made after new pipe Installation. 6. Delivery, Storage, and Handling: a. Transport, handle, and stole pipe and fittings as recommended by manufacturer. b. If now pipe and fittings become dammed before or during Installation, it shall be repaired as res:ommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding f urlher. c. Deliver, store and handle at her materials as required to prevent damage. B. MATERIALS, 1. Polyethylene Piping Materlal. The pipe and fitting matertarl shall be high denslty, extra molecular welght (El`MW) polyethylene pipe material confermifig to ASTM 01248, Type III, Class C. Category 5, Grade P34, and have a RPI (Plastic pipe Instilute) recornmanded designation of PE 408 and cell classification 3454340 per ASTM ❑3350. The molecular weight category shall be extra high (950,000 to 1,500,000) as per the Gel Perrneatlan Chromatography determination procedure Mth a typical value of 3;31 ,000, a. The interior of the pipo shall be a light reflective color to faciiitate ciosed circuit telavlsion inspection. b. The Alpe material shall he listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from erre specific resin and shall state the resin Qsed and its source. All pipe shall be matte of virgin material. No rework, except thal obtained frorn the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specilleatlon shall have a nominal Ductile Iran Pipe Size inside diameter. The Standard Qinnerrsion Ratig(S)A) and mini um pressure ratlny of the pipe shall be SDR 17 - 100 psis Pipe with a lower SIR ratio and highar pressure rating may be used in Ileu of the minimurn specif led. ASC-6O PAIN D - ADDITIONAL SPECIAL CONDITIONS 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material, a. The pipe rnanufacturor shall provide certification that samples of the production product meets those specifications, The certificatkon will stag that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PILI TR-3. L The pipe manufacturer shell provide certification Ihat suss regression testing has bean performed on ilia specitic product. Cerfillcatlon shall include a stress Ilfe curve per ASTM D2837 and testing shell have been performed In accordance with ASTM D837, c. Aejection, PolyeIhy[ene plastic pipe and fittings may ba rejected fir faklure to meet any of tho requ[rem ants of this specification. C. SEVER SERVICE CONNECTIONS 1, Sewer Serviica oTinectiona: Sewer service connections shall be connected to thn new pips by mechanircal or fusion roethods. Once the saddle is secured, a bole shall be drilled In the pipe the fall inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of A TIM D1248, Class C, have stainless steel straps acid fastaflers, neoprene gasket aid backup plate. Miachanical saddles shall be Strap-an-Saddle Type as manutactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles skull be elactrofusion branch saddles as manufactured by Central Plastid Comparly, or approved equal. . Connection to Existing Service: Connections to the existing sewer service Connectlons pipe shall be made using fiexible coup4ngs. All flexible couplings st1all conform to ASTM 0425 and shall be as rnanufaoturvd by Fern co Joint Sealer Co., DFW Plastics, Inc, or approved equal. Backfill at service connoctions shall be cement stabIlIzed sand (2 sacks per cubic yard) to a point 12 'rnches above the service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connedion pole to determine final grade and Invert olevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4_ Service Interruptions: Servica Interruptions to homes shall not exceed 18 hours. D. PREPARATION: I. Bypassing Sewage, ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS a, The Contractor shall bypass the sewage around the section or sections of sower to be rehabilltated. The bypass shall be made by plugging exislIng upstream manhole and pump€ng the sewage into a downstream manhole or adjacent system or other method as may be approved by the Englneer. The pump and bypass limes shall be of adequate capacity and size to handle the flow without se aga backup occurring to facilities connected to the sower. b. The Contrnctor shall be responsible for continuity of sanitary sower service to each facility connected to the section of sewer during the execution of the work. It sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage casts and claims. . Line Obstructions: if pre-installation (TV) Inspection reveals an obstruction its the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and c,annot be ramoved by conventional sewer cleaning equipment, then an obsiruction removal shall be made by the Contractor, with the approval of the Engineer. 1 Sags in Sewer Lina: ALL SAGS AND GRADE PROBLEM S IN E fSTfN G S EW ER LINES SMALL BE CORRECTED AS PART OF THiS CONTRACT. It the pre- construclion television 08pection reveals a sag in the sewer line, the Contractor shall he responsIble for bringing the proposed server pipe to an acceptable grade without a sag. A sag is defined as any sowar lino segment more than 3 feet In length which pends grater In the absence of sewage flow. The contractor shall tako the necessary measures to eliminate the sag by the method of Alpe replacement, digging a sag oliminalion pit and bringing the bottom of the pips trench to a uniform grade in line with the existing pipe Invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be Edentifaed by television Inspec:tlan In the absence of sewage flow. if available, the Contractor shall be furnished televislon tapes from the City Identifying the sag location. Flow shall be btocked at an upstream manhole and divertad to another sewer Ilne or downstream manhole below thv segment of pipe to be Inspected, T Inspection shall be performed in accordance wilh television inspection of sanitary sower lutes. Video tapes shall be submitted to the Department of Engineering for review. b. Correction ofSags: Sags shall be corrected by open cut and by adding additional bedding materlal to bring 1ho sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction video tapos shall be corrected prier to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewor line may be rebated using open cut or boring rnethc�ds. The ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS Department of Engineering shall specifically review potential relocation's and evaluate the constructabllity, economics and engineedng feasibility prior to construction work. G. t leas.uremont and Payment: Measurement and payment to correct sags shall be per linear font of pipe construction to correct the sag, For pipe bur ling methods, open-cut or bore construction, the applicable bid prices In the proposal section shall apply. 4. Televlsian Inspection., Inspection of the pipelines shall be performed by experienced personnel trained kn locating breaks, obstacles and servica onnections by closed circuit rotor television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- onstmctiun Television Inspection of Sanitary Sewer Lines", Part D • Special Conditions D-35 and D-38, respectively, E. PIPE ENLARGEMENT Ef Ef T SY TEM AND PIPE INSTALLATION: 1. Site Organlzation; a, Insertion or access pits shall be located suoh that their total number shall be minimized and the length~ of replacement pipe installed in a single pull shall be rr wdmized. b. Existing manholes shall be utilized wherever practical. Manhole 'rrrverts and bottoms may be rernaved to permit access for installation equipment. C. Equipment used to perform the work shall be located away from buildings so as not to create s noise impact. Provide silencers or other devFsest to reduce machine noise as needed to meet requ#rernents. d. The actual pipe enlargement procedure shall commence prior to 11,00 AM in order to afford the contractor ample tIrne to complete all related work within the allotted workday, which is defined as the holds between 7,00 AM and 6;00 PSI, so as not to impos0.an the peace and comfort of persons In the immediate vicInity. No actual pipebursting work shaJI be started after 11:00 AM, all actual plpebursting activity shall cease at 6 zo PM. Other activities other than the actual pipaburating may continue after 6:00 Biel_ Finished Pipe: The Installed reptaeement pipe shall be continuous over the entre length of each pipe segment from manhole to manhole and shall be Free from Visual defects such as foreign Inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage an tlor handling, which are large rldeeper then 10TH of the wall thickness shall not be used end shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole, shall be carefully cut out in a shape and manner approved by the Engineer, The Invert and benches small be streemlfned and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. ASC-9 PART D - ADDITIONAL SPECIAL CONDITIONS 3. Pipe .Jointing: a. sections of peIyethyle{le replacement pipe shall be assembled and joined on the jab site above the ground. Jointing shell be accomplished by the heating and butt-Fusion system in strict conformance with the manufacturer's printer) instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operaxofs with prior experience In fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These ]pints shall have a smooth, uniform, dDuble ralied back bead mane whila applying the proper melt, {pressure. and alignment. It shall be the sole respunsIbility of the Contractor to provide ars acceptable butt-fusion joint. All taints shall be made avallabla for inspection by the Engineer before Insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulied on the jab site at any erre tirne shall be 500 linear feet. C. For slWations where the replacement pipe is not pulled all the wap to the manhole or if It Js Impossiblo to pull the rnfssle all the way through. the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp skull be utilized to connect segments of the HDPE pipe. 4, New Pipe Installatlon, a, Thread winch cable or chain and associetad lines through sewer seciion to be re habil Itated. Peep linea aunty f roux pedestrian and vehicular traffic. b, Existing manholes may be used for launch and receiving access. Remove manhole Invert and bottom: as required. full winch chain through sewer sectlon and attach to cutter and machine Bead. Lower into launching manhole, apply winch tenslon pul.ling the outter and head into the sewer until the rear of the machine is #lusty with the manhole wall. Attach steel starter pipe and advance assembly until the roar of the steel starter pipe is Bush with the manhote wall. Lower hydraulic lack Into the manhole and align. 1pserl now pipe by simultaneous opefation of the jack and winching the cutter and head forward, 5. Anchoring Now Pape and Sealing Manholes'. a. Atter the new pipe has been installed in tho entire length of the sewer section, anchor the pipe at manholes_ The new pipe shall protrude In the manholes for enough distance to allow sealing and triminIng. b. Sealing the new pipe at manholes shall riot begin for a minirnum of ten (10) hours Miter installation. PrevIdo a flexible gasket connactor In the manhole wall at the end of the new pipe, centered In the existing manhole wall. ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS. - trout f[exibler connector in the manhole, filling all voids the full thickness of the manhole wall. e. Flestare manhole bottom and invert, G. Roll Testing: a, Low Pressure Air Test of Replacement PIFs: After a manhole-to-manhole section of sanitary sawer main has been pipe burst/crushed and prior to any service lines being ranriected to the replacement Pipe. the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose oorinections; one for the inflation of the plug, one for reading the air pressure in the seated Ilne, and one for Introducing air into the sealed line. Law pressure air shall then be introduced into (lie sealed line LintIl the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe, At least two rninutes shall elapse to allow the pressure to stabilize. The time required for the internal pj,Qssure to decrease ffom 3,5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shalt not be less than the time shaven for a given pipe diameter In the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 12. 15 7 b, Post-Construction Television Inspectlon of New Pipe. Refer to Special Condition for Post-Construction TetsVision Inspection of Sanitary Sewer. F. MEASUREMENT UREMENT AND PAYMENT, 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed In the v&rliaus diameters of sewers measured along the reg erilne of the sewer from centeriino to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the varlouo sewer diarneters fisted- s. Service Fteconnobtions. Installat[on of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be mado for the quantities measured at the unit Brice 1)er each lister!. Payment shall include required excavation and backfill, saddles, flexible cofinecdons, and all other incidentals necessary to successfully reconnoct sewer ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS service lines to The rehabilitated sewer,. Paymont shall not include pavement replacement, which if required, ahaJI be paid separately. 3. Sewer Cteaning by Bucket Machine: Heavy cleaning requiring more than hydraulic let cleaning shall be performed by bucket machines. The paymont for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pass Pumping. The Contractor skull prov€de diversicn for the flaw rpt sewage around the section or soctiorxs of pipa designated far rehabilitation. The pumps and by-pas lines shall be of adequate capacity and size to handle all flows. All costs for b -pass pumping required dufJng Insta€lailan of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary servtce costs, etc. shall be borne by Contractor. Repair ancllar replacement of fences, sprinkle{ System piping and other such restoration work resulting from Oontrar.tor. activities shall be oonsIdared subsidiary to the cast of the project and no additional payment will be allowed. 6. Testing, All cast for testing " replacement pipe by a pressure method will be incidental to pipe installatlon. DA-4 OMIT DA-5 OMIT DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A, GENERAL. 1. Furnish materlals and necessary accessories, with strengths, thickness, coatings, and fittings Indicated, specified and/or nacessary to complete the work. 2. Ali excavation shall provide an open area conforming to the outslde diameter of the casing andlor carrier conduit. The excavation shall be to an alignment and grade which will atlow the carrier conduit to be installed to proper line and grade a shown on the Pians and as establishod In the Specifications_ 3. Work shall be performed in accordance with the requirements of the City of Fork Worth Water Department, tho Texas Department of Transportaticn, or railroad company, as applicable. B_ MATERIALS: 1, Casing Pipe: Casing pipe shall be steel conforming to ANSI 836.10 and the fallowing: a. Field trenijth: 35,000 psi minimum. - - ASC-12 PANT DA - ADDITIONAL SPECIAL CONDITIONS b. Wall thickness, 0.312 in, minimum {o.5 for railroad crossings}, C. Diamoter: As shown Dn Ilia drawings (minlimum size requirements). d. ,Dints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in DasIng: Garnier pipe shall be as shown on drawings and as specIfled In the General Contract Documenis. 1 Sewer Pipe withoul Casling Pips= Shall be minlmum Glass 51 ductile iron pipe, or as designated on the plans, 4, Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportionod not less than 1 Cu. ft. of comertt to 3 Cu. ft. Of fine sand with sufficient water added to provide pi. free flowing ihick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways. sveets or other facillties in other than upon cut, construction shah be performed lrr such a manner so as to not Interfere with the operation of the railroad, streot, highway, or other- facility, and so as +lot to weaken or darnage any embankment or structure. € wring construction operations, barricades and Ilrghts to safeguard traffic and pedestrians shall be fumishad and maintained, until such time as the backfill. has been completed and then shall be removed from the site. 2. Pits and Trenches: a. if the grade of the pipe at the end is below the ground surface, suitable faits or trenches shell be excavated for the purpose of conducting the lacking or tunneling operations and for placing and joints of the pipe. 1 herevel• end trenches erre cut In the skies of the embankment of beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The to tion of the pit shall meet tho approval of the Enginaer. C. The pits of trenches excavated to lacilitate these: operations shall he backfilled immedlately after the casing and carrier pipe installation has been completer, 3. Boring and ,lacking Steel Casing Pipe: Steel casing pipe shall be installed by baring hale with the earth auger and simultaneously lacking {pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen, The holes are to be bored mechanically. The boring small be crone using a pilot hole. By this method an approximate -inch Dole shall be bared the entire length of the crossing and shall he checked for line and cg3-ade of) the apposite end of the bore [rem the work pit. This pilot bele ASC-1 PART DA - ADDITIONAL SPECIAL. CONDITIONS shall serve as the centerline of the larger diameter hole to be bored. Other methods of malntaining line and grade on the casing may be approved It acceptable to the Engineer, Excavated material shall ba placed gear the top of the working pit and disposed of as required. The use of water or ether flulds In connection with the boring operation will be pormitted only to the extent required to lubricate cuttings. Jetting or sluicirig will not be permitted. b- In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit. seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pips immedlately thereafter. C. Allowable variation from the fine and grade sba.11 fro as specified under paragraph A.2. All voids between bare and outside of casing shall be pressure grouted. 4, installation of Carrier Pipe in Casing: a. Sanitary sewer pipe Iacated within the encasernerit pipe shall be supported by °skids" or "rands" to prevent the pipe and balls From snagging on the InsiHe of the casing, and to keep the installed line from resting on the bells. b All skids shall be treated with a wood preservative. Skids should (wend for the full longth of the pipe with the excception of the bell area and spigot area necessary for assembly unlesa otherwise specified, r,. The Contractor shall prevent over-belling the pipe while Installing it through the casing. A method of restricting the movement between the assombled boll acid spigot where applIcable shall ba provided. d. At all bored, jacked, or tunneled Installations, the annular space between the carrier pipe and casing shall �e filled with grout. fare must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. Closure of the casing after the pipe has been instaHod shall ire plugged at the ends of the casing as shown on the drawings or as required by tho Engineer. 5, Boring and Jacking Ductile Iran Pipe without Gasbag Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be oonstructed of bore and hacked ductile Iron pipe, b. When a rasing pipe Is not designated on the drawings, the contractor shall provide a casing pipe it necessary to achieve line and grade_ Casing pips ASC-1 4 PART D - ADDITIONAL SPECIAL. CONDITION shall bo provided at no additlonai east and stall be subsidiary to the cosh bid for installation By Other than Open Out. o. Bore and Jack Irl accordance with paragraph G.3. above. d. Short length of sower consisting of a single pipo section may be installed by jacking without a bare hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pilpe shall be pressure grouled. Tunneling: Where the characteristics of the loll, the size of the proposed pipe, or the use of mcnolithlic sewer would make the use of tunneling more satisfactory than Jacking or boring, or when shown on the ptans, a tunneling rnl000d may be used, with the approval of the Engineer or rallroadlhighway off ieitaIs. a. When tunneling Is permitted, the lining of the tunnel shall be of sufficlent strength of support the overburden. The Contractor shall submit the proposed linter rnothod to the Engineer for approval. The tunnel liner design shall bear the seal of a Ilcensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsib111ly for the adequacy of the Ilner tnethad. In The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. C. Aocess holes for placing carrcrete shall be space at maxirnurn intervals of io feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than opon cut will be measured by the Linear foot of'pipe, complete in place. Such measurement will be made between the ends of the pipe along the cantrat axis as installed. The worm performed and materials furnished as prescribed by this Item will be paid far at the Contract Un]t Brice bid per linear foot for Plpe Installed by Other Than Open Cut of the type, size, and class sof pipe spacifled as shown on plans. The furnishing of all materials, pipe, liner materials required for Installation, for all preparation, hauling and Installing of same, and for all tabor, tools, equipment and incidentals necessary to cornplete the work. Including excevafiort, backfilling and disposal of surplus material shall be included In the Contract Unit Price as .9hown In the Bld Proposal. Pa}rimnt shall not include pavement replacement, which If required, shall be paid saps rately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pips for open rut and bored or Imintled section shall bc� AWWA C-200 Fbricated E3lectricatly Wddcd 5teet Witter Pip,(,. aftd shalt conform to the previsions of 1;1-15,,Ef-5 and El-9 .in Material pecif"11OWS (if General Contract L` uctiawpik and Specifications for Waver Del)artment Pro,{ect+5. The steel rasing pipe shzil I bt� sappi€ed as.fol Iows. A. For the Inside and otltside a casing pipe, coal•tar protective coating in accordance wkh the requirements of Bae. 2.2 afid related sections in AW W A C-209, Atm-15 FART DA - ADDITIONAL. SPECIAL CONDITIONS B, Touch-up after field welds shalt provide coating equal to those specified above. C_ Minimum t1hickneit s for casing pipe uscd shall he 0.375 inch, Casing spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used on all non- concrete pipes when installed in Casing. Instailaiiicn shell be as recommended by the rnanufartufer. 2. SEWER: Boring used can this prr?ject. shall Inc iv accardanct. with the material standard Et-15 anti tvon.gruction standard 1-7.2-15 as per Fig- 110 of the GeneruI Contract Mcumrt11s. 3. PAYMENT: Payment for all materials. labor, equipment, excavation, cancrote grout, bacMill, and Incidental work shall be Included in the unit price bid per foot,. DA-9 SERVICE LINE POINT REPAIR 1 CLEAMOUT REPAIR AENERAL. The worm oovered by this item consists of furnishing all labor, materi equipment, supervision. etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on.private prope k shall only be addressed a,ftor the Qontractqr has received written permission from the property owner, to do the work. A blank Right-of-Entry Agreement form to be compteted by the Contractor and the individual property owners is included at the end of this section. The Contractor shall peep a record copy of all Right- of-Entry forms obtained and have it on hand at all times during construetion. The street addresses and approximate location of service line repairs are shown in Table _ and the Feld Survey Forms in Attachment It &hall be the Contractors responsibility la accurately field locate the exact point of repair. B. MATERIALS, The pipe replacement material shall be gasketed joint. gravity PVC sewer pipe �A TM D- 034, SDIR ) and have a minimum coil classilicatiun of 12454 A or B as defined in ASTM D-1784. Installation shall be in strict compliance with the manufacturer, recommendations and the Uni-Ball plastic Pipe Association. The moil-iod of jointing the ends of tho replaced pipe with the existing pipe shall be water light. C. FiXECUTION: I, After the location of The point repair Is determined, #ho Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three ( ) feet. All wont shall_be perforrned by a licensed plum ber, Determine whether additional [angths of line beyond umfnimum length" ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS criteria need replacement. Report need for additional replacement to City and obtain approval botore proceeding. 2, The Cobtractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of [tie replaced pipe matches the existing service line grade. 3. Numerous service line point repairs along with lateral lige paint repairs and obstruction removals are located in areas which in many instances will roguire the removal of existIng la,ridscaping, structures, sidewalks, driveways, etc. Iterns rernovefd or disturbed shall replaced or restored to original conditions or better. 4, Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excavation and debris is to be inclUded in tyre price bid for" ervice Llne Point Repan". a, Roof and bard Drains; At the locations indicatod In Table of the Attachments. The Contractor shall disconnect roof and yard dralns from the sanitary sower service 11ne. For yard drains, the Contractor shall excavate and remove the draln (rorn the yard and plug the line at the property lime. For roof drains, Jha Contractor shall remove the downspout from the drain ilne and plug the line to prevent inflow. In addition. (he Contractor shall install an elbow fitting at the bottom of thu downspout to direct runoff, away from tha building, and a canctete splash pad to prevent erosion. 6, Disconnected Servlce Lines: At the locations indicated in Table_ of Attachments to the Special Contrast Documents, the Contractor shall remove the service Ilne no longer in use by excavating at the property line and plugging the service line. T Abandonment of Feint Repair. If a pipe Is exposed and found in gond condition, not requiring a polm repair, notify City Eriglneer who will record a bandcInrrrenl of point repair. Backfill tho excravation, replace pavernent or sldo alk and repair and seed or sod uripaved areas, 8. Cleanout Repair, The Contfactor shall make appropriate repairs to cleanouts as Indicatod In Tebte _ and as shown an the PLANS.. All cleanout repair work shall be performed by a licensed plumbs r. a. General This special conditien describes the repair of sanitary $evwer cteanOuts located on private property as designated on the III Elimination Repair plans, Hepelr of the cleanouts shall consist of replacing defective cleanout ceps or installing new caps where none exist, such that inflow is eliminated. There will be no repairs made to the existing cleanouts khat require excavation, other the what is required to expose the torr of the cleanout so that the now caps can be installed. PAIN DA - ADDITIONAL. SPECIAL CONDITIONS b. Materials Replacement cleanout~ caps shall be Dal-Caps as manufactured by Dallas Specialty & Mfg, Company, or equal. The rubber caps are held clown by stainless steel clamps_ c. Excavation 1) The Contractor small submit shop drawings on all materials and equipment to be installed. The Contractor is responsible for obtaining right of entry tram the properly owners prior to p riGrming any work. Property owners should be notified 48 hours in advance of any work on their property. 3) The Contractor snail restore any disturbed surface to its odg+nal or better condition at no separate pay. Dl MEASUREMENT AND PAYMENT: 1. Payrmont for service line point repair shall be on a unit prlcu basis for each repair performed on all sizes of service lines for the respective depths_ Tho minlmurn length or sewice litre poirit repair shall be three (3) feet. No sepafate pay if the work is done within the limits of a service line reconnect as dafkned irl Special Condillon, D-2$, "Sanitary Sewer Services". 2. Measurements for extra length repair is on a flnear Toot basis for repairs in excess of the min[mum 3 toot replacement; length. # 3. All pipe fiWrigs, adapters, concrete collars, bedding, and removal and replacements of grass sodding required shall be consIdered incidental to servico line point repair. 3. If no pay item 6 included for any worm requifed to properly complatia a service line polnt repalf as speciilcad, the cost to perform said work, including any required removal and replacement of materials, shall be considered incidEwtal to the service lino polnt repair. 6. Depth of Bury is to be measured from Natural Ground Level to the Flow t_kne of the Sanitary Sewer Service Lina at the Point of Replacement. The minimum trenoh width shall be T-0". 6. All excavation, backfill, removal and replacement of grass sodding and landscaping. plugs, fittings, and splash pads shall be coni5ldered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. 7. No separate payment ►affil be made for the Contractor to obtain wrlf en permission to eater private property. ASC-18 PART DA - ADDITIONAL SPECIAL CONDITION a. Payment will be made for Abandonment of Paint Repairs at the contract Unit Price for Excavation and Baold ill Abandoned Point Repairs, 9. Payrnent shall be made at the Contract Unit Price for each sanitary sewer cleanout successfully ropy€red. Payment shall be fulf compensation for all materials, equiPmant, and labor required to perform the werk, OA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A, GENERAL, 1. Scope: Th€s section governs all work, materlals and testing required for the application of interior protective coating. Structures deslgnafed to received interior coaling are listed on the construction &a lings. The structures are to he coated, including interior wall, top and bonch surfaces. Protective coating for corrosion protection shall meet the requIrements of this Specification (anal items DA-1$ and DA-45) and the Manufacturers recommendations and specifications. . Description: The Contractor shall be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of strucxLrres in accordance with rnanufaeturer"s recommendations. 3, Manufacturer's Recommendations. Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations, 4. Corrosion Protection: Corroston prolection may be required on all structures where high turbulence or high H2S contort Is expected, B. MATERIALS- 1 Scope: This secfLan governs the materials required for completion of protective coating of designated structures. , Protective Coating; The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as spray Wall as manufactured by prayroq, Inc. or a two-part epoxy resin system uisIng IGO% solids based epoxy binder with fibrous and flake fillers. is Manufactured by Raven Lining systems and designated as Raven 405. 3, Specialty Cement (if required for leveling or Wing); The specialty cement-based oaating rnater3al shall be a]thor Quadex QM-1a as manufactured by Quadex. Inc, or Rellner MSP as manufactured by Standard Garment Materials. 4, Material Identlf€catlon. The protective coating inaterial spayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer ervironment. The spray system shall exhibit the njinimum physical properties as follows; Al -1 -- — PART D - ADDITIONAL SPECIAL CONDITIONS Pio ert Standard Long Term Value Tensile Strength ATM D-638 6.000 psi Fiaxural Stress ASTM D-790 10,000 psi Flex{iral Modulus ATM D-790 650,000 psi 5, Mixing and Hendiicig: Mixing and Handling of speclalty cement material and protective oualing material, vNch may be toxic under certain conditions shall be in accordance with the recornmonda,tlons of the manufacturer and In such a manner as to minimize hazard to personnel. tt is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under nt�ol at all times and are net availably to unauthorized personnel or animats. All equipment shall be subject to the approval of The Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating Installations. D. EXECUTION- 1 XE UTION-1. ieneral: PrMGctive coating shall not be installed until the structure Is complete and in place. . Preliminary Repairs: a, All foreign materials shall be removed Irorn the interior of the-sfyucture using high pressure water spray (3600 psi to 4000 psi at spray lip). b. All unsealed Ilfttng hales. unsealed stop hales. and voids larger than approximately one-half (112) inch in thickness shall be filled with patching compound as recommended by the material supplier far this applicatian C. Aftor al repairs have been completed, remove all lease material. 3. Protective Coating: a. The protective coaling shall be applied to The structure from the bottom of the frarne to the bench, dower to the top of the trougfi . The top of the structure shall also be coated. b. The protective caa#ing shall be installed In accordance with the manufacturer's recommendations and the tollowing procedure. 1) The surface shall be thoroughly cleaned of ail foreign materials afld matter. Mace covers over the invart to prevent extraneous material from entering the sewers. 3) If (squired for filling or leveling, apply specialty cement product to provido a smooth surface for the coasting material. ASC-2b PART D - ADDIT# NAL SPECIAL CONDITIONS 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minirnum uniform thickness of 125 mils (0.125 inches), Thickneas to be verifiable through the use of methods acceptable to the En gineer. After the walls are dated, the wooden bench covers shall be removed. 5} The final application shall have a minimum of three ( ) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No appllcntions stall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4_ Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performad by the Contractor after operations are complete In acuordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES, D, MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per verlicai foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Prace shall be payment In full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Preasure grouting, if necessary to stop active infiltration prior to appiicaflan of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shell be paid for soparate ly, as specified In Section DA-10, MANHOLE REHA8ILlTAT ION. DA-10 OMIT DA-1 t OMIT DA-12 1NTER IOR MA14H0LE COATING - M ICROS ILlCATE M0RTAH SY TEM A. GENERAL #, Scope - Thls section governs all work, materials and testing required for the appkatlon of Interior rrtanhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation schedule, fntmrior manhole coating shall meet the requirements of this section cr of Section DA-13, DA,14, DA-15, DA-16 or DA- 17. . Description - The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testlncg required for the cOMpletion of Interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations - Materials, mixture ratios, and procedures utilized for the coating process small be In accordance with manufacturers` recommendations. ASC-21 PAIN D - ADDITIONAL SPECIAL CONDITIONS 4. MenWes - Manholes to be dated are of brick, block, or concrete construction. Some manholes may tia,ve a cernentitious sprayed or trowelled on coating over the original interlor surface. B. MATERIALS 1. Scope - This section governs the materials required for completion of interior coating G1 manholes, . Interlor Coating - Reliner MSP proprietary pre-blended mixture of cementitious and po elanlc rnaterials, silica tume admixture, 100 percent polypropylene fibers and other selected ingredionts, as rrianuta lured by Standard Cement Materials. No rmateial (other than clean potable water) shall be used with or added to these standard products vwGthout prior approval or recommendation of the respective manufacturer. 3_ Mata ria l identiFicatlan 4 Contractor shall completely identify the types of grout, Mortar. patching compounds, sealant, aodfar root control chernlcals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properkleST ease of application, and.expected performance, to the satisfaction of the Engineer_ 4. Mixing and Handling - Mixing and handling of Interior coating, which may be toxic under certain condltions shalt be in accordance 4th the recommendations of the manufacturer and in such a manner as to minirniae hazard to personnel. It is the resporisibillty of the Contractor to provide appropriate protective Measures to ensure that materials are under cantrol at all times and are not available to unauthorized personnel or animals. All equipment shall be Subject tc) the approval of the Engineer. Only personnel thoroughly familiar wish the handling actin application ort the Coating material shall perform the coating opera,tioTis, EXE UTtO 1. General - Manhole coating shall not be performed until replacement of manhole covers, sealing of manhole frame and grade adjustments, partial manhole replacement, or concrete collar corMStruction is complete. 2. Temparature - formal interlor coating operation shall be performed at tempe{atures of OF or greater. No applical lori shall be made when freez]ng is expected within 24 hours. If arnblent temperaturos are In excess oii 80T, precautions shall be taken to keep mixing water belts 85°F+ using ice if necessary. . Interior Manhole Coating a, The interlor coating Shall be applied to the manhole from the tap of the corbel or flattop to the benchltrough, including the bench/trough. h, The Interior coating shall he applied in accordance with the manufacturoes recommendations and the following procedure. ASC-22 PART ISA - ADDITIONAL SPECIAL CONDITIONS 1 The aurfaee preparation shall compy with the requifements of Schon DA-1 t, SURFACE PREPARATION FOR MANHOLE REHABILITATION. ) Ths surface prior to application shall ba damp w1thout poli esble froe water droplets or running water_ Raliner IPSP matedal shall be spray applled (using a manufacturer approved machine) to a min[mum uniform thickness of finch minirnum. Troweling shall begin immediately following the spray appllcalbn. The tfowrlled surface shall be srnoolh with no evidence of previous vol.d areas. After tete wails are coated, the wmderi berieht covers shall be removed and the bench sprayed wlth Reliner MSP material l.n such a manner as to produce a b€arich having a gradual slope from, tine walls to the invert with the walVbench Intersection built up and rounded to a uniform radlus for the (Lill circurrMfer+ance of the intersection. The thickness of the tench shall be no less than 1-inch at ilia invert and -shall increase in the direction of the wall so as to provide the required ;lope. 3) The final appll.cation shall. have a tninimum of tour (4) hours cure tlme before being subjected to aclive flow. Armblent conditions in the rnanhola are adequate for curing as long as the manhole is covered. 4) Traffic shall not be allowed over manholes for 24 hours after reconstruclion Is complete. 4. Testing of Rehabllitated Manholes a. Testing of rehabllitated manholes for wateril.ghtnoss shall be performed by the contractor after operations are complete in accordance vwath Secilon DA- 1. b. At least two 3-Inch diameter x 6-inch tall cyrlInders of the coating material shall be taker, #rant each days work with the date, Jocatlon and job recorded on each. The cyil.nders shall be seat to a certified testing laboratory for testing. A cornpression test will be made per ASTM 0760 or ASTM 10, as recornmended by the material manufacturer, and the results will be furnished to the Eng Ineor and Own or on request. D, MEASUREMENT AND PAYMENT Payment shalt be basad on the Contract Unit Price per vertical foot, measured from the top of the corbel or flattop to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, SUpervislon, materials, equipment and all material tastl.ng necessary to complete tine work. Grouting, if necessa y, shall be included In the above unit price. Grouting of the pipe seals, bench and trough, and lower portion at a particular manhole, if regrrlrod by Manhole Rehabilitation Work Schedule of required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. PART DA - ADDITIONAL SPECIAL CONDITIONS DA-13 INTERIOR MANHOLE COATING - QUAIDEX SYSTEM A. GENERAL 1. Scope This suction governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interlcr coating are listed the Manhole Rehabllitalion Schedule. Interior manhole orating shall rooet. the requirements of this Section or of Section DA-1 P-, DA-14, DA-15, DA-16 or DA-17_ 2. Description The Cwtractor shall be responsible For tho furnishing of all labor, supervision, materiais, equipment. and testing required for the cDmpletran of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturers Recommendations Materials, mlxturo ratios. aT)d procedures utilized for the ci ting process shall be in accvrdame wlth manufacturers' rewmmondarlion s. 4. Manholes Manholes to be created aro of brick, black, or concrete construction. Some manholes may have a cementitious sprayed or trowelled on coating over the origloai arterior surface. B. MATEF31AL. 1, Scope This section governs the materials required for cumpleti0l) of interior coating of manholos. . Interior Coating Quadex QM-Is and Quadex Excel proprietary pre-blended cement lased synthetic granite {Donna#ill} enhanced potypropylene ilber reinforced coatings as manufactured by taluadex, Inc, No matsr al (other than clean potahle water) shall be used will) or added to Quadex OM-13 or Quadex Excel without prior approval or recommandation from Quadex, Inc. & MaterialldendficaEion Contractor shall carnpleteiy Identify the types of grout, mortar, patching compounds, sealant, anNor root control chemicals used mid provide case histories of successful use or defend the cholco of grouting materials based on chemical and physical ASC-24 PART D - ADDITIONAL SPECIAL CONDITIONS properties, ease of application, and expected performance, to the sacks€action of the Engineer. 4, Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain i2ondilions shall be In accordance with the recornmendations of the manufacturer and its such a manner as to rninimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not avaitable to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only porsonnel thomughly familiar w i I h the handing of the coating material shall perform tha coating Operations. EXECUTION 1. General Manhole coating shall not be perforated un(il reptacement of rnanhale covers, sealing of manhole frame and grade adjustments, partW mAnholo replacement, or concmte collar construction is complete- 2, Temperature NoTmat interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be mane when freezing Is expected Within 24 hours. If ambient temperatures are in excess of 90"F, precautions shall be taken to keep mining water Below 8a°E, using ice if necessary, 3. Interior Manholo Coating a, The interior coating shall be applied to the manhole from the top of the cartel orfia(top to the benchltrough. including the benchltrough. b, The interior coating shall be applied in accordance wish the manufacturer's recornrnendatlons and the following procedure. 1) The surface preparation shall comply with the requiremenIs of Section DA-11. SURFA E PREPARATION FOR MANHOLE REFIABILIATATION. 2) The surface prior to application shall be damp without noticeable free water droplets or running water. aws material shall be spay applied (using a Quadex Model 900D application mac;hlne or rnanufaclurer approved equal) to a minimum teniform thickness of 1- inch minimum. T{eweling Fhall begin immediately following the spray application. The trowelled surface shall be smooth with no evidence of previous void areas. ,SSC- 5 PART DA - ADDITIONAL SPECIAL CONDITIONS ) The final application shall have a mini rnum of four (4) tiours cure time before being subjected to active I'low- Ambient conditions in the manhole are adegi tate for curing as long as the manhole is covered. 4) Traffic shall not be allowed over manhole$ for 12 hours after reconstruction Is cumplote. 4. Tosting of Rehabilitated Manholes a. Tasting of rehabilitated manholes for watertightness shall be performed by the contractor atter operatlor�s are complete in accordame with Ser.hon DA- 1. b. At least two 3-inch dle.meter x 6-Inch tall cylinders of the oostlnq material shall be taken from each days worst with the date, fnration and Job recorded on each. The cy+llnders shall be sent to a codified testing laboratory for testing. A compression test will be made per ASTM 0780, and the results will bo furnlshed to the Engineer and O ner on request. D MEASUREMENT AND PAYMENT Payfnent shall be based on the Gontracl Unit Price per vertical foot measured from the top of the corbel or flattop to the top of the bench. The Contract Unit Price shall be payrnerit in full for parjorm+ng the work and for furnishing all labor, supervision, matcrials, equipment and all material tealing necessary to completa the work. DroutIng, if necessary to stop active leaks In manhole wall areas, shall be included in the above unit price. Groullng of the pipe seals, tiench and trough, and lower portion of a particular marihole, if required by the Manhole Rehabilitation Schedule or required to be done by the Englneer, shrill be paid for separately at the Dontract Unit Brice, DA-14 INTERIOR fhb AN14OLE COATING - SPRAY WALL SYSTEM A. GENERAL This section governs all work, materials and testing required for the Rpplication of irfterlor mantxole coating. Manholes designated for Interior coating are [listed on the Manhole nehabililation Schedule. Interior manhole coating shall meet the req ulremants of this Sectlon or of Section DA-1 , DA-1 3, DA-1 S, ISA-16 or DA-17. Description The GontvacAor shall be responsible tor the furnIshing of all labor, suporvlalorw, materials, equipment, and testing required for the completion of interior costing of manholes In accordance with the Contrast Documents. 3, Manufacturees Recommendations ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS Materials, mixture ratios, and procedures uti[ized for the coating process shall kre inti accordance w1th manufacturoes recommandations. 4, Manholes Manholes to be coated are of brick, block, or concroto construction. All manholes shall have a rrtilnimum of one-half (1/2) irxch specialty cement-based coaling material (ausdex Qws or Reliner h+l R) sprayed or troweiled on cc-ating over We vaginal interior surface. B, MATERIALS 1, Swpe Th[s section governs the materials required for completions of Interior coating of Manhole& 2. Interior Coating The interior coating shell be a proprietary two component, 10G percent solids, rigid polyurethane system designated as Spray Malt as manufactured by Sprayroq, Inc, . SpecWty oilnent The spec[alty cernenl-basad coating materilat shall be eKher Quaclex QM-19 ss manufactured by Quadex, Inc, or Refuter MSP as manufacturers by Standard Cement Materials. 4, Material identifIcati❑n The Interior manhole coating materiat sprayers onto the surfaGe of the manhole shall be a urethane resin system formulated for the application to n sanitaty sewer envlrm invent. The spray systarn shall exhibit the physlca[ properties as follows: Propariy Standard LoM TerrTt Value Tansiie Strength ASTIR D-638 5"000 PSI Flexural Stress ASTIM D-790 10.000 psi Flexural Modulus ASTM D-790 650,000 psi S. Mixing and Handiing Mixing and handling cif spedalty cement material and interior mating material, which may bo toxic under certain cohditlons shall be In accordance with titin recommendations of the rnaflufacturer ante in such a manner as to minimize hazard to personnel. It is the responsibility of the Conttactor to provide appropriate protective measures to snsure that materials are under control at all firms and arse not aval table to unau[hurl zed personnel or anImaIs, All equipment st3all be subject to OZe approval of the Enigirieer. Only persorknel thoroughly [amillar with the band ling of ASC-27 PART DA - ADDMOVAL SPECIAL CONDITIONS the seating material sliall perform the spray seating operations and coating instaitatlons. EXECUTION 1. General Manhole cooting shall not be insbIlle l until seating of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, Is complete. 2. Temperature Normal Interior coating eporatfon shall be performed at temperatures of 40"F or greater. No application shall be made when freezing is expected within 24 hours. _ Interior Manhole Coating a, Tho interior coating shall be applied to the manhole from the b0torn of the frame to tree bench, down to the tap of the trough. b. The igterior coating shall be installed In accordance with the manufacturer's recommendations and the following procadure. 1 The suriace shall be thoroughly c6aned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 350D psi at spray lip), cleaning vilth muriatic acid, degreaser, or other solvents as needed in anter to rernove any #lira or residue on the surface. 2) Place covers over the Invert to prevent extrEtneous material from entering the sewers. ) Apply' a minimum oi' ane-half (V2) Inch specialty cement product (Quadex QM-1s or Raliner MSP) smooth suriace for the uratharte coating materlal. 4) Spray the urethane onto the manhole wall and bencWtrough with a minimum thickness of 125 rails (0.1inches). Thickness to be Verifiabie through tete use of methods acceptable to the Engineer. 5) Coat trough area with specialty cernent product (Dua,d0X QM-19 or Relinor WISP), 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete In accordance with Section DA- ASC-28 A-AS -28 PART DA - ADDITIONAL SPECIAL. CONDITIONS D. MEA URI*MENT AND PAYMENT Payment shall be based on the Contract Unit Brice per vertical foot, measured from the Bottom of the frame to the tap of the bench. The Contract UnIt Price shall be payment ill full for performing the work and for furnishing all tabor, supervision, materials, equipment and material testing required to complete the work. Groijting, if necessary, shall be Included In the above unit price. Grouvrig of the pipo seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabit1tation Werk Schedule or required to be done by the Engineer. shall ha pain for separately at the Contract Unit Price. DA-16 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A. GENERAL 1. Scope This section governs all work, materials and testing required for the appllca.tion of intortor manhole coaling, Manhoias designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall treat the requiremonIs of this Section, or of Section DA-12, DA-13, DA-14, 0A•.16 or DA-17. 2. Descrfptlon The Contractor shall he responsible for the furnishing of all labor, suporvision, materials, Qqulpment, and testing required for the wmpletion of interior coating of manholes in accordam-e with the Contract Documents. 3, Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be In accordance with manufacturees recornmendatiorns. 4. Manholes Manholes to be coated aria of brief, block, or concrete construction. All manholes shall havo a minimum of one-half (1/2) specialty cGmont-based coating material (Quadex QM-1s or Reliner MSIR) sprayed or travvislW on coating over the originai intedor surface. l3. MATERIAL 1. Scope This se lon governs the materials required for completion of Interior coating of manholes. . Interior Coating ASC-2°9 PART DA - ADDITIONAL SPECIAL CONDITIONS Raven Ultra High-Build epoxy Coating. a two-part epoxy resin system using 1D0% solids fused epoxy binder witl) fibrous. and Ilake tillers, is manufactured by Raven Uning systems and designated as Raven 405. . specialty Cement Tho specialty cement-based coating marterlal shall be elther Quade QVI-1s as manufactured by Qualex, Inc. or Rallner MSP as manufactured by Standard Cement Materiels. 4. Material Identg1cation Contractors MI completely identify the types of grout, mater, sealant, andlor root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chefinlcal and physical proparti s, ease of application, acrd expected pe0ormance. These grouting materiels shall be compall.ble with Raven 405 Interior dating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting rnateriats. 5. Mixing and Handling Mixing and handlIng of [nterior coating, which may be toxic undor certain Wnditions shall be in accordance with the recommendations of the manufaclumr and in such a manner as to minimize hazard to personnel- It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized porsorinel or animals. All equipment shall be suUject to the approval of the Engin"r. Coating shall be perform ed only by certified applicators approved by the manufacturers. EXECUPON 1. General Manhole coasting shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole rerouting or sower replace me Wrepail rs arra complete, 2_ Temperatures Normal Interior coating operation shall be portonned at temperatures of 4CPF or greater. No application shall be made whan freezing is exported within 24 hours, 3. Interior Manhola Coating a. Manholes scheduled for Interior coating aro shown on the Manhole Rehabilitation Schadule. The interlar coating shall be appiied to the manhole from the bottom of the manhole frame to the bench/trough, including the bencl-Amugh. ASC-30 PART DA - ADDITIONAL SPECIAL CONDITIONS b. The interiol• coating shall be installed in accordance with the manufacturer's rroemrnendations and the foilovwing procedure. f) The surface preparation shall comply with the requirements of Section ISA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. � Apply a minimurn of one-half (112) inch specialty cement-based product (Quadex QM-1s or Reliner IVI P) smooth surlaco for the urethane coating materiel. 3) The suifaue prior to application may bo damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mills (0.1251nch). 4} After the walls are coated, the wooden tench covers shall be removed and the bench sprayed to the same average and m1nimurn thickness as required for the wells. 5) The final applicabon shall have a minimum of three (3) hours cure 1[me or be set hard to the touch, before being subjected to active flow, 6) No applicatlons ahali b4a made to frozen surfaces or it freezing is expected to cur in side the manhole lthin 24 hours aftor applIcation. 4. Testing of Rehabilitated Manholes a. After the epoxy liner Inas set '(hard to torch), all visible pinholes sha41 be ropa+red. Repairs shelI be made by IIghIly abrading (lie surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repalred according to the rr{arzufarluref's recommendations. Spot check of coating thickness may be made by Ownor`s Representative, and tho contractor shall repair these, areas as required, at no addlklonal cost to the Owner. b. Fasting of rehabllitated manholes for watertightness shall be performed by the Contractor after operallons al-e. complete in accordance with Section DA- 21 — VACUUM TESTING OF REHABILITATED MANHOLES. D, MEA LIREMENT AND PAYMENT Paymerit shall be based on the Contract Unit Price poi vertical foot, measured fi-om the bottom of the frame to the top of the bench. The Contract Unit Brice shall be payment In full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payrnerit for grouting of pipe seals, bench and ASG-31 PART DA - ADDITIONAL SPECIAL CONDITIONS traugh and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLECOATING: PERMAOA T SYSTEM WITH EPDXY LINER A. GENERAL This section prescribes the minimum standaWs for the safe and efficient rehabilitatlon of sewer siructures+ utllizing Permacast +pith Epoxy Liner. I3_ MATERIALS 1. Leak Plugging Leak plunging of the same or greater strength than the liner Mix and/or chemical grouts may be usad. if water pressures aro severe, the contractor may drill relief holes at the bottom of the manhole walll to concen#rate the leaks before plugging. . Patching Mix Voids which have not compromised the structure in its overall soundness must be filled prior to liming with rnate hals of the same or greater sire nglh than the Uner Mix. 3, Liner Mix Shull be densely compacted, Reliner Microslllcate cement mortar, Quadex QM-ls and Quadex Excel c ornent mortar, or approved equal, applied uniformly at a mInil mum thickness of Inch. tin or Mixes shall attailn strengths as fellows: 24 HOURS 28DAYS Oompressive ASTM 0,109 3500 psi 10,000 psi Flexural ASTM 0-295 650 psi 800 Psi Elasticity ASTM -469 180,000 }psi 1,1.50.000 psi It shall bo delivered in.fa,ulory prepared packagInn suita.blo for mixing with just the addition of clean water in the pmscrlbed dosage. No additives shall be used at the site without prinr approval. All visible leaks mast be plugged prior to application of the cementitious liner with quick setting, non shrink hyd raul ic ce me nt mortar. EXECUTION 1, fuflxing The manufadare°s published technicaI sperificatlons and directions tot proportioning and mixing shall be strictly followed by the cert'rfled applicator, 2. Equipment ASC-3 PART D - ADDITIONAL SPECIAL CONDITIONS Equipment shall be as recommended by the maMrtacturer to ensure proper mixing and pumping of the mortar and Miall be clean and in good working order acc ordfng to the manufacture's published recommendoons for sate operation. Only factory certified workers shall operate with a controllable reirieval method shall be u§ed to product a uniform and dense application w1thout the need to trowel which can weaken the mortar, 3, Appllcartion Once prepared, the application shalt commence, In accord with the ma,nulacturar's recommended procedlur�s and in the presence of the owner's inspector In a single application to the prescribed thickness (112 inch or greater) without delay or interruption in order to produce a uniform and monollthic liner. Multiple layers with i<me botween for drying arty not allowed. Once completed, the manhole shall be covered to prevent air drying. 4. Testing & Verification Testing of rehabllitated manholes for water tightness shall be performed by the Qntrac€or after opnratiens are complete in accordance with Section DA-2 1. The owner's inspector shall verify the thickness with a wet gauge. Any area fiound to loss than the minimum prescrlbed thickness shall result In the m1nimum prescribed thickness shall result in the immediate relining of the entire interior. Two test cubes shall be made from each day's mix and tested for strength verification, D, CORROSION PREVENTiON 1, Preparation & Procedure 'The liner shalt kao apl)Iied to thG prepared interlor as specified in proceeding sectierrs at Vz, Inch thickness, Protective Coattrrg The protective r:oating shall be a 100°lo solids epoxy with no volatile organic oor-npounds and white In color tQ optimize visuarl in91)ectian. M[nimum physical propenes shall be: Hardness ASTM 0-22140 65 Shore D Tenslle Strongth ASTM 0-63860 10,000 psi ompressIve Strength ASTM 0-69544 15,000 psi Flexural Strength ASTM D-70055T 1,000 psi ASC-33 PART Del - ADDITIONAL SPECIAL CONDITIONS It shall be unlfaTmly spray applied or cantrtfugally cast onto the fresh mortar t)efore new bacterial growth can contaminate the underlying Mortar. It shall have a minimum thickness of 125 mils and shall net run or sag during placement. 3. Safety If personnel are required to eater the confined space during the application procedure, each and all OSHA requirements as well as chose required by the manufacturer's material safoty data sheets shall be complied with fully. A., Testing & Verification The interior shall be visually inspected for thoroughness of coverage. When dry to the touch, the enIiro interior shall be tested with a Tinkor& feasor holiday detector at the prescribed voltage to verify thickness and locate pinhalos if any. Deficiencies shall be immediately oorracted and retested. E. MEASUREMENT AND PAYMENT Payment shall be, basad on the Contract Unit Price par vertical toot, measured from the bottom of the frame to the lop of the bench. The Contract unit Brice shall be payment in full for pedorming the work and for furnishing all lac r. supervision, materiWsT equipment all testfng neces"ry to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls skull be rased ori the Contract chit Brice for each manhole actually grouted. DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM A. GENEnAt. Scope, This sectlor-i governs all wotk, materials and testing mqutred for the application of inlerior manhole coating. Manholes designated for interior coating are iisted in the Manhoh Rehabilitation Schedule, Ilsted in Part 1. Interior manhole coating shall meat the requirements of tills Section or of Section DA-14 DA-13, DA-14, ISA-11a or DA-16. . Description. The Contractor shall be responsible for the furnishing of all labor, sup€xrvision, materials, equipment, and testing required for the completion of interior coating of rnanhdes In accordance with the Contract Documents_ 3. Manufacturers Recornmandatlan-s. Materials, mixture ratios, and procedures utlflzed for the coating process shall be in accordance with manufacturers recommendations. 4_ Manholes. Manholes to be coated are of brick, block, or concrete Construction. Sarne manholes may have a comantitious sprayed or trowelled-pry roafing over the original interior surfetre. B. IMATERiALS ASC- 4 DART D - ADDITIONAL SPECIAL CONDITIONS 1. Scope. This section governs the materials required for completion of interior coating of manholes. . Interior GoatIng. strong-seal Systems MS-2A , factory-blended, cament-rased , fiber-reinforced coating as manufactured by Strong-Soal sYstems Of fine Bluff, AR. No material (outer than clean potable water) shall be used with or added to Strong-seal MS-2A without prior approval or recammendaiion from Irong-Seal Systems. . Material Identification. Contractor shall completely IdentifY the tees of great, mortar, patching compounds, sealant, and/or root control chemicals. used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties. ease of application, and expected performance, to the satisfactlan of the Engineer. 4. Mixing and Handling. Mixing and handling of interior coating, which may be tonic under certain conditions, s[l all be in accordance with the recommendations of the maiilufactaarer and In such a manner as to minlrnlze hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all tlrnes and are not availablo to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Gnly personnel thoroughly famlliar with the hend11ng of the coating material shall performs the coating operations. C. EXECUTION- General. Manhole coating shall not bre performed until replacement of manhole covors, sealing of manhole !tame and grade adjustments, partial manhole rElplacement, or concrete collar construction is complete. . Prellminary Repairs a) All foreigri materials shall removed from the manhole Interior using high pressure water spray (minimum 3500 psi). Loose and protruding brick, mortar, aild concrete shall be rernaved using a masonry hammer and chisel ancUor scrapers. Existing roots and manhole steps shall be removed by cutting them 1" below the surface of the manhole. b) All unsealed lifting holes, unseals rd stop holes, voids larger than approximately one-half (1/ ) inch In thickness shall he filled with rapid- settirig, trowel-applied patching compound prior to spray application of khe Ms-2A coating. C) Active leaks shall be stopped using rapid-setting hydraulic cament products specifically for that purpose and accWfiling to manufacturor's recornmendatlor), same leaks may regWre grouting to stop the inflow. Grouting shall be performed In accordance w1th section DA-20, Contact Strong-Seal Systems for grouting recommendations. d) After all repairs have been completed, remove all Ioase material, ASC-35 PART DA - ADDITIONAL SPECIAL CONDITIONS Temperature, Norrrlai interltor coating operation Shall be portormed at temperatures of 40 Dagrees F or greater. No application shall be made when (nE=ing is expected within 24 hours, tf ambient temperatures are in excess of 90 Degrees F, precautions shall be taken to keep mixing water below 85 Degrees f`, using ice If necessary. 4. Interior Manhole Coating a) The Interior coating shall bo applied to the manhole from the top of the henc Arough to the tap of the corbel or flattop, including the bench/trough. b) The Interior coating shall be applled in accordance with the manufacturer's recommendations and the following procadune. (t) The surface shall be thomUghly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (m[nimum 3.500 psi), (2) Place covers over invert to prevent extraneous matefial from entering the sewer. (3) The surface urian to application shall be damp without notiooable free water droplets or running water. IVIS-2A material shall ba spray applied (using a manufacturer approved application machine) to a uniform thickness of I" min imurn. Troweling shall begin lmmediatellV following the spray application. The trowetled surface shall be smootf, with no evidence of prevlaus void areas. (4) The application shall have a m1nirnurn of (our hours (4) euro time before being aDbj rcted to active normal flows. Ambient cond1flans In the manhole are adequate for curing as long as the manhole is covered. {6} Traffic shall not be allowed over manholes for 12 hours after reconstruction Is mmpleta, 5. Testing of Rehabilitated Manhotes a) Testing of rehabilitated manholes for water-ttghtnEms shall be performed b the calltractor after opersllonws are complete In accordance with Sectlon DA-21. b) At least four (4) 2-inch cubes of the coating material shall be taken from each day's work with the data. location and job recorded on each. The cubes shall be sent to Strong-Seal Systems, fine Buff, An, for tasting. A compression test will be made according to ASTM -109, and the results will be furnished to tha anginaer and the owner. D. MEASUREMENT AND PAYMENT ASC-36 PART DA - ADDITIONAL SPECIAL CONDITIONS Payment shall be based an the Contract Unit Price per each manhole coated. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing necessary to com0ete the work. Grouting, it necessary to step active leaks fn manhole well areas, shall be included In the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, If required by the Manhole Rehabiiltation Work Schedule or requires] to be dome by the Engineer, shall be paid tar separately. ISA-18 OMIT DA-19 OMIT DA-20 PRESSURE GROUTING A, GENERAL 1 Scope. This Seclian governs all work, materials and testing required for the pressure grouting of manhole defects, Manholes or sections of manholes with active leaks shall be repaired as lndlcated in the Manhole Rehab l#ati❑n Schedule. , Description, The Contractor shall be responsible for the furnishing of all labor, supervision, Materials, equipment, and testing required for tho oempletlon of pressure grouting of manhole defects In accordance vallh the Contract Documents_ 3. Manufacturer's Recommendations. Materials, additIves, mixture ratios, and procedures utilized for the grouting process shall be In accordance with manufactUrer's recornmendations, 4, Manholes. Manholes to be grouted are of brick. concrete, or IIberglass canstruction. A, MATERIALS Grouting Materials: a, Urethane Gel 6rcut., Urethane gel grout, such as Scotch-Seal 5610 gel or equal shall be a hydrophlllo polyrner. The chem[cal shall be mixed within the range of from 8 to 10 pacts of water and shall contain a minforc[ng agent supplied by the same manufacturer. The material shall gel and cure to a lough flexible elastomerlc condition, When wel, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation. The materlal shall not change in linear dimension more tlian eight percent when subjected to wet and dry cycles. b. The chemical grout shall be applied so as to have the grout material flow treely into tha detects. To avoid any wastage of the materlal flowing through the defects, a gel control agent may be added. Tire following propedies shall be exhibited by the grout: 1) Documented service of satisfactory performance in simllar usage. ASC-37 PART DA - ADDITIONAL SPECIAL CONDITIONS _ ) Controllable reaction tunes and shrinkage through the use of chemicaris supplied by the same manufacturer, The minimum gel set t€mv shall be established -so that adequate grout travel is achleved. 3) Resistance to chemicals, resistant to most organic solvents, mild acids and alkali. 4) Compressive recovery return to oeginal shape after repeated deformation. 5) The chemical shall be essentially non-toxic in a cured form. Sealing material shall not be rigid or brittle when subjecled to dry atmosphere. The material shat) be able to withstand freezelthaw and moving load conditiong_ 7) Sealing material shall be non=rosiue. a. A reinforcing agora sLdi as Scotch-Seal Brand 5612 reinforcing agent or equivalent shall be utlllzed in accordance with manufacturer`s recommendations. Any 5612 reinforcing wont which contains lumps must be discarded. Care must be taken to be sure that the pil of the water In the Tank is from 5 to 9. As a precaution against the possibility of the pH being outside Ihis range, take a small amount of water f m the tank to which Gel Reinforcing Agent 5612 is to b8 added. Add a few di aps of 5612 to this test sample. Scotch-Seal Brand Gel Reinforcing Agont 5612 should disperse readily. If precipitation occurs, drain the tank and retest. Repeat as necessary until dispersion occtjrs, If dispersion does not occur, do not use the water source. b. A filler material such as Celite 282 (diatomaceous earth) from Jahns Mansville or equivalent shall be Wined. The addition of tho filler material shall not exceed the quantlty specified by the manufacturer, and continuous agitalior. of (he water side of the mixture is required. The fI1jer material may also be utilized as a reinforcing agerit in accordance with the urethane 9o3 grout manufacturer's recarnmendaWns. 1. Additives: Grout additions may be utilized for Catalyzing the gel reaction, Inhibiting the gal reaction, buffering the solution, lowering the freezing temperature of the solution, acting as a filler, providing strength or for inhibition of root growth, 2. Root Control. A roof lnhlbiting chemical such as dlchlobenli shall bo added to the chemical grout mixturo at a safe tevel of concentratlon and shall have thG ability to remain active Mthin the grout for a rtminimurn of 12 months. 3, Mate rlal Identifac:atlon: Contractor shall completely identify the types of grout. mortar, sealant, and/or root control chemicals used and provide case histurles of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected perlormance. to the satisfaction of the Engineer. ASC-3S PART D - ADD NAL SPECIAL CONDITIONS 4. MIAng and Handling, Wxing and handling of chemical grout and forming constituents, which may be taxle under certain oonditions shall be In accordance with the recommemlatiens of the manufacturer and In such a manner as to minimize hazard to personnel. It Is the responsibility of the Contractor to provide appropriate protective measures to ensure that chemicals or gQ9 produced by the cheinicels are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thomughly farniIla r with the handing of the grout material and additives shall perform the grouting c3peratlorts, C. EXECUTION General. Manhole grouting shall not be performed until sealing of manhole frame and grade adjustments, partial manhole replacement, or manhote repairs are complete, 2. Preliminary Repairs: a. Seal all unsealed llfting Iioles, Unsealed stop holes, volds larger than approximately one-hall' (112) Inch In thickness. All cracked or deteriorated material shall be removed from the area to be patched and replaced with Ootocrete, as manufactured by IPS Systems, Inc. or equal, In accordance with manufacturer's specifications. b. Cut arra trim all roots within the manhote. 3. Temperature. Normal grouting operations including applicatlon of Interlor coating shall to performed In accordance with manufacturer's recommendations. 4. grouting Matedal Usage. Grouting of the manhole may include corbel. wall, pipe seals, manhole joints, wall to flattop joint, and or bench/trough. Areas of the manhole designated to be grouted wilt be directed by the Engineer. ll' enure manhole is scheduled for grouling, grouting shall Include the sntlre manhole Including corbol, wall, pipe seals and bench/trough. Pipe seal grouting shall Include all pipe seats in the specified manhole and grouting of the specified manhole Including the benchArough to the maximum ho light of 18 Inches from the crown. 5, Ddlling and InjecOon: a, Injectlon holes shall be drilled through the manhole wall at locations fndfcated in the appropriate detail(s). b. Grout shall be Injected through the holes under pressura with a suitable probe. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grout shall be injected through ft Inwest holes first. The procedure shall be repeated unill the manhole is externally sealed with grout. ASC-3 PART D - ADDITIONAL SPECIAL CONDITIONS C- Grouting from the ground surface shall not be allowed, d, Grout travel shall be vedf€ed by observation of grout Ito defects or adjacent injeclion holds. Provide additional injection hates, 'rf necessary, to ensure grout travel. e. Injectlorl holes shall he cleaned wii<h a drill and pa#shad with a wataTroof quick setting mortar for brlck and concrete manholes. 6. Testing of Rehabilltated Manholes. Testing of rehabllitated manholes for water tightness skulk be par#armed by the Contractor in the presence of the Engineer in accordance w1th the requirement of Section DA-21, VACUUM TESTING OF REHABILITATED MANHOLES of these specifications, D. M.F-ASURL-KiL3NT AICD PAYMEN'r If the entire manhole is grouted, the Contract Unit Prig shall be per vertical foot grouted as indicated an the MaMe]e RehabilitatiorF Schedule inc€uded in Mese specifications or as required b the Englnear. Payment for grouting plpe seals, bench acrd trough, and 18 Inches above crown of pipe, and grouting flattop to wail joint, shall ba based on thQ Contract Unit Price per each manhole rehabilitated as Indicated on the Manhole Rehabilitation Schedule. The Contract Unit Price shall be payment in frill for performing the work and for furnishing all labor, supervis€ori, materials, equ€pment, preliminary rep airs and testing necessary to compiate the work including grout nq with urethene grout. DA-21 OMiT DA-22 OMIT DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES The contractor shall bar responsible for locating and marring all prey lously exposed manholes and water valves in each street of this contract before the resurfacing process commences tar a particular streat. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marring activity. in any event a street shall be completely marred a minImurn of Wo (P-) working days before resurfacing begkna on any street. Warring the curbs with {faint is a rowmmended procedure. It shall fro the contraci;ors responsibility to notify the utility companies that he has c ornmenced work on the project. As tho resurfacing Is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilitias of this completion and indicate the start of the next arks in order for tho utilities to adjust tacillties accordingly. The following are utility contact persons: Gamlaarr Telephone _Number Contact Fftui AS -40 PART D - ADDITIONAL SPECIAL CONDITIONS Southwestern deal Telephone 338-6275 "Piot Line" Texas Utilities 336-9411 Mr, Roy Kruger E=xt. 2121 Lone Star 338-8381 Mr. J[m Bennett Ext. 6982 CIty of Fort Worth, 871-8180 Mr. Jim Boli Wakefleld Street Light and signal Of course, under thtie terms of this contract, the ccntractor shall complete adjustment of the storm drain and Water Department fac.11ities, one traffic lane at a time within five (5) woNng clays after complexing the Drying of proposed H.M.A.C, overlay adjacent to said facilities, Any deviation from the abwe procedure and $1Eottad working days may result In the shut down of the resurfacing operation by the Oonatruction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor sha11 be figured subsidiary to thfs contract. DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provisions require the contractor to fernave all failed existing curia and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, Iaydo n curb and gutter, or in like kind,'as governed by !ho standard City Specifications, Item Na. 104 uRemovIng Old Concrete", Item No. 502 "Concrete Curb and Cutter", and Braying Nos, S-S through S-S4. Pay limits for laydown CUTb and gutter are shown in DraWing No. S-S5 of the Standard pecificatlons_ Contractor shall saw cut the curb and gutter and pavement prior to removal. Included, and figured subsidiary to thhs unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street ExcavOtiorf', Into tho street to aid In the construction-of the curb and gutter. The pay limit will be g" out fmrn the gutter lip, with same clay haul-off of the removed material to a suitabte dump site. The street void small be failed with H.M.A. . 'Type D" mix as per specification No. 300 "Asphalts, Oils and Emulsions. Item No, 304 "Prime oar' and Item No. 312 "Hat Mix Asphaltle Concrete" and compacted to standard City donsities and top soil as per speclfication item No. 116 'Top Sall", if needed, shall be added and leveled to grade behind the curb, Exasting lrnprovements within the parkway such as water meters, sprinkler system, etc, damaged curing construction shall be replaced with same or hatter at no cost to the City- Racktlll for curb and gutter shall Igo completed within fourteen (14) calendar days from the day of demolition to date of completion- Iii the contractor falls to completa the work within fou rte on (14) calendar days, a 100 dollar Ilquldated damage wl.11 be assessed per block per day. The unh price bid per linear foot shall be full compensation for all materials, labor, equiprnent and incidentals necessary to complete the work. DA-25 REPLACEMENT OF B" CONCRETE DRIVEWAYS This Item shoill include the removal and replacement of existing concrete driveways, due to deterioration or in situations inhere curb and gutter la replaced to adjust grades to eliminate ponding water with same day haul-off of the rernoved rnarti�rlal to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" ASC-4# PAR; DA - ADDITIONAL SPECIAL CONDITIONS Concrete SidowaIk and Driveways`. Pay limits for c oncrate driveway are as shown in Drawirig No. S-S5 of the standard pecification5- The unit price bid per square yard stall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complote the work. DA-26 REPLAC F-MENT OF H.M.A.C. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A. . pavement and/or bad baso material that shows surface deterloratlon andfor complete failure. The Engineer will identify these areas upon which time the contractor Will begin work. The failed area shall be saw cut, or ether similar means, out of the existing pavement in square or rectangular fashion. The side facts shall be crit vertically and all failed and loose material excavated, AE; a part of the excavation process, all unsatisfactory base material shall be remover, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of Inches to include thea surface-base- ornte sub-base rernavol Ear which the Engineer will select the necessary depth. The remaining good material shail be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, wlth "Type D' surface mix. This item will atways be used evert if no base improvements are required. The proposed H.M.A. . repair shall match the existlrfg pavernent section or lige depth of the faller) material, whichever is greater. However, the patch thickness shall be 3 rninirnUM of 2 inches. Generally the existing W.M.A.C, pavement thickness will not exceed 6". Before the patch layers are appli ad, any loose material, mud.and/or water shall be removed. A ilgoild asphalt tacit coat shall be applled to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with Obrater compactions to tallow each lift, Compactions of the mix shall be to Standard densities ui; the City of fort Worth, made in preparation to accept the recycling process. All eppRcable provisions of Standard Specification Item Jos. 300 "Asphalts, Oils, and Emulsions", 304 'Prime Coat", and 312 "Wet-Mix Asphaltic Concrete" shall govern work, The unit price bid per cubic yard shall bo fkill coy npensatlon for all rnawrials, labor, equipment and indidentals necessary to complete the work, DA-27 GRADED CRUSHED STONES This item shall be used to repair the failed base material in areas exceeds B" deep as directed by the Engineer. The material shall be graded crushed Stones. For specifications governing this item see itom No. 208 0 Flexible Base". The unit price bid per cub lo yard shall he full componsakion far all mate riods, tabor, equipment and Incidentals necessary to complete the work. DA-28 WEDGE MILLING 2" TO 4" DEPTH 5.0' WIDE A. Description ASC-42� PART DA - ADDITIONAL SPECIAL CONDITIONS This item shall consist of miliog the existiaig pavement from tl•ae iip of gutter at u depot of " and transitioning to match the existing pavernerit g' cul.) at a minknum width of 5'. The existing pavement to be m0led uuil[ i0her be asphalt, conorete, or brick pavernent. The removal and disposal of the milked materials shall be as directed by the Enginoer. The milled surfaoe shall provide a smooth surface free from gouges, ridges, oil tilm, and other Imperfections of workmanship- and shall have a uniform lextured appearance. In all situations where the existing H.M.A. . surface ooniacts the curb face the wedge milling shall include the removal of the exis#ang asphalt covering the gutter up to and along the face of curb. The wedge milling operatlorrs for this project will be performed in a c:cntinuGus manner alone both sides of the strut. Detail& of milling [ocatilans are at the back of this document. Contractor is required to begin the overlay, witr1in five (5) calendar days from the date of the wedge milling completion of any one street, Should the contractor fail to meet this condition, the wedge milling will be shut down, and I[quidated damage of $500.00 per clay per street will be assessed until all wedge milled struts are overlayed. The overlay, once begun on a street shalC continue uninterrupted until complete. The Contractor shall haul-off the removed material to s -quitable dump s]te. B. Equipment The equipment for ramoving the pavement suilace shall be a power operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the nei? essary pavement thickness in a five-foot minimum width. The equipment shall be self-propelled with sufficient power, traction and stability to maintain accurate depth of cul and scope. The machine shall be equipped with an integral. [oadIng and reclatming rneans to immediately rernove material being cut tram the surface of the roadway and discharge the cuttings into a truck, all In one operation. Adequate back-up equipment (mechanical street sweepers, loaders, wator truck, ate:,) and personnel will also be provided to keep flying dust to a minimum and to Insure that all cuttings are removed from street surface daily, tockpiling of fAaned material will not be permitted on the project site unless t1196191-Med by the Engineer. Tile machine shall be equipped with mean$ to control dust created by the cuttling action and shall have a manual systema providing for uniformly varying the depth of out whilo the machine Is in motian thereby making it passible to cut flush to all inlets. manholes, or other obstructlons within the pawed arca. The spood of the machine shall be variable In order to [eave the desired grid pattern specified under Surface Texture. The unit price bid per linear feet shall be full compansatlon for all labor, material, oquipment, tools, and incidentals necessary to complete the work. DA-29 BUTT JOINTS - PAiLLED A. Description: ASIS-4 PART DA - ADDITIONAL SPECIAL CONDITION This item requires the contractor to mill "butt joints" into the existing surface, In association with the wedge miffing cperailon to the depth and at locations as described below. The butt joint will provide a full width transition section, whareby the new overlay shall maintain constant depth at the point the now overlay is torrninated and the now surface elevation matches the existing pavemont. The construction activlties, performance standards and equipmont needed for the butt joints milling operations shall be governed by the special provisions of Pay item No, 9 - Wedge Milling. The configuration of the butt joints is described In more detail below. General details of butt joint iocs,tions - along with wedge milting In. general - are shown in plan i;oi7n at the hack of this docurnent, B. Construction Detail Prior to the milling of the butt Joints, the Contractor shall consult with the Construction Englneer for proper location of these ]pints and verify that the selected limits of the projects` street are correct. The general locations for butt joints are at all beginning and onding points of streets listed In lhe project and as more graphically detalled at the back of this specification book. The joints ate also required on both nidus of all raitroad tracks and concfoto valley gkitters, bridge decks and culverts and all other items which transverse the street and end ilia continuity of the asphalt surface. Each butt joint shall be 20 feat long and Oiled out across tha full width of the street section to s tapered depth of ". This m111ed area shall be tapered within the 20 foot to a depth from 0" to 2" at a line adjacent to the beginning and ending points or inkerrnedia,te tfansverse items. This hull joint - when overiayed - will consist of a asphalt section that will transltian the now overlay to match the existing pavement elevatlon. The contractor shall prov(dee a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. Measurement and Payment Butt Joints as prescribed above, will be measured by the unit of eaoh butt joint milled, The disposal of excess material involved Will not be measured for payment. Each butt joint-milled, measured as above, complete-in place ire accordance with these speclficatlons, will be paid for at the unit prdco shown In the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all m iling, Including material haul-off, tools. labor, equipment and incidentals necessary to complete the required work. DA-30 2" H.M.A. . SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Speckallions. Item Nos. 312 °d of-Mlx Asphaltic oncrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime Coat', and 313 gContfal Plant Recycling-Asphalt Concrete shall apply to the cc ns ituction methods far this portion of the proj act, Standard Specification 312.5 (1) shall be revised as follows, The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees. Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic ASC-44 PART DA --ADDITIONAL PECIAL CONDITIONS material shall also not be piaced when the wind conditions are unsuitable in the opinion of the Engineer, The contractor shall furnish batbh design of the proposed hot mix aspf)altic concrete for City approval A8 hours prior to placing the I1.XA.A.C. ove lay. The C Ity will provide laboratory central as necessary. The unit price bid per square yard of H.€ .A4.C, complete and In place. shall be full compensatlon for all labor, materials, equ€pmont, toots, and incidentals necessary to complete the work, DA-31 REP LAC lEMENT OF 7" C0NCRETE VALLEY GUTTER This stern shall Include the removal and reconstruction of exlst€ng concrete valley gutters at locations to be determined En field: Removal of existing concrete uatley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to Install (lie concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2,27 concrete Mase and crushed limestone to a depth as d€reowd by the Engineer and necessary asphalt transitions as shown fn the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specificatlort Item No. 314, " ancrete Pavernent", Item 312 "Hot-Mix Asphalttc Concrete", Item No. 104, "Removing Old Concrete", Item filo. 106, "Unclassffied Street Excavation" Item bio. 208 "Floxible Rasa.' Maas4Jrerrient for final quantities of galley gutter W1 11 be by the square yard of concrete pavement and the curb aid gutter section wlll be included. ntractor may substitute 5" non-reinforced ( : 7) Concrete Base In lieu of gushed Stone at no additional cost. See Item 314" Concrete Pavement", Asphalt base material may be required at times as d€rected by the Englneer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square Inch, Contr8otor shall work on ono-half of Valley Cutter at a time. and the othar half shall be open to traffic. Work shell be compIated on each half within seven (7) calendair clays, If the contactor faits to complete the work on each half with€n seven (7) cats ndsr days, a $100 dollars liquldated damage +gill be assess ed per each bolt of valley gutter per day. The unit price bid per square yard lar Concrete Dailey as shown on the proposal will be fuck cornpensat€ori for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLIFY GWTER This Item shall include the construction, of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to Install the concrete valley gutters all shall be subsidiary to this pay Item, Furnishing ASC-45 PART DA - ADDITIONAL SPECIAL CONDITIONS and placing of 2,27 concreto base and crushed lirnostone to a depth as directed by the Enrd. Ineer and noGessar'y asphalt transitions as shown In the concrete valley gutter details shall be subsidiary to this Pay Itern. See standard specification Item No, 3141, Concrete PauernenV', Item 312 'Hot-Mix Asphaltic Concrete", Item No. 104, "Herr7oving OldConcrete', Item No. 106, 'Unciassifled Street Excavallon' item filo. 20EI 'Rexible Ba5a," Measurement for final quantifies of valley gutter will he by the square yard of concrete pavement and the curb and gutter section wkll Igo Included. Contractor may substltute 5" morn-reinforced (2,27) Concrele Base in lieu of Crushed Stone at no additional cast. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strartgth of 3000 pounds per square inch. Contractor shall works on one-hall of Halley gutter at a time, and the other half shall ba open to traffic. Work shall 1)e ccmpleted on each half within seven (7) Calendar days. If the Contractor faiaa to corn paeto the work on each half within seven (7) calendar days. a 100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bld per square yard for Concrete Valley as shown an the proposal will be full compensation for materials, labor, equipment, tools and Incidentais necessary to complete the work, DA-33 NEW 4" STANDARD WHEELCHAIR RAMP The 0ontmaor shall construct standard comr6te whoetchair ramps as shown n on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curtb and gutter as required for the installation of new wheelchair ramps shall be included In fray item 5 (Removal and Replacement of Curb and gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Llrmit Detail (WR-1). The pay limit will extend frorn 9' outside the lip of gutter to 15" Back from the fac;e of curb. Any asphalt tle-in shall be subsidiary to the curb and gutter pay item. Pay limits for 'Standard Wheelchair Ramp" will start 15' luck from the facer of curb and encompass the remainder of the ramp and sidewalk. All applirabte provlslon of standard Specillcallons Item 104 "Removing Old Concrete" and Item 504 "Gancrete ,sidewalk DrIve ays" shall apply except ars herein modified. All ooncrele flared surface shall be oolored with LITHOCH ROM E color hard one r as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may fie applied at Iter concrele is poured (Product sold by BAER). "Contractor shall providca a colored sample oortcrete parol of one Mot by orta foot by threw inches dimension, or ether dimension approved by the Engineer, meeting the aforementioned specificatlon. The sample, upon approval by the Engineer, shall be the acceptable standard to be applled for all construction severed in the scope of this pay Item, ASG-46 PART DA - ADDITIONAL SPECIAL. CONDITIONS The rnelhod of application shell be by screen, sifter, sieve or other moans in orraar to provide far a tin ifarm calor distribution," The unit price bid per square yard for 4" standard Whealchair ramp as shown on the proposal wlkl bo full oompansat[on for materials, labor, equlprnent, tools and Incidentals necessary ro compete the work. DA-34 OMIT DA-35 OMIT DA-36 RAISED PAVEMENT MARKER All applicable provisions of Standard Specifications for Roadway Mwkers (Buttons) shall apply. The Contractor shall install standard roadway marker according to city specifications as shown on plan shut or as directed by I h a Errgineer. Pleas refer to "Roadway MarkcersSpec-if licatiens". DA-37 POTENTIALLY PETRO]-ESJM CONTAMINATED MATERIAL HANDLING A. GENERAL: Where known by the design anglneer, the locations of potentiRily petroleLIM contaminated material (soil) that mai+ be encountered durJng excavation andlor construction activities will be shown on the plans. For all Eocatlons where material is excavated and suspected of being rQntaminated with petroleum products, whether known or not, these speclsl conditions are to be followed. The contractor is also to follow all applicable Fedoral. State and LocaI recqulations when hLgndIin known or suspefn conta rn I nated materials (soils). 1. WORT{ INCLUDED a, Excavatiori, stockpiling and tenting of Potentially Petroleum Contaminated Material. b. Rernoval, tasting, and disposal of petroleum contaminated groundwater- c, round ater_o, Obtaining and paying for required permlts. d, Hiring of qualified environmental professional consultarlt(s). Contractor will be required to submit the environmental consu[tnnt's experience and quallfications to the City prior to beginning work in areas of Poterjtiallp Petroleum Contaminated Material. e. Hiring of quallfied environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testEng laboratory. The City of Part Worth's Deparbxront of Environmental Management for coordination of laboratory testirlq. . REFERENCE a. All applicable OSHA regulatory requirements, ASC-47 PART ISA - ADDITIONAL SPECIAL CONDITIONS b. All applicable Environmental Protection Agency (EPA) regulatory roquirern&Rts. c. All applIcable State of Texas regulatory requlrements. d. All applicable City of Fort Worth (City) regulatory requirements. o. Ali applicable NIOSH standards. f. All applicabla T€VRCC requlrem ants. 3. SUBMITTAL a. The contfractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance. ptans for handling Potonlielly petroleum Coritarnirtated Material (PPCM) not less than 30 days prior to commencing excavation. b. The Contractor shall take necessary precautions white perforrning this project. Contfactor shall not comrnance PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and ( ) the plans (i.e., drawing and dascriptlon) for discharging aftiy treated liquld into tho stofrn -sewer or sanitary server are reviewed by the City (3) and acceptable stoftlle area is identiliod by the Contractor. c. Contractor shall submit the name of h15 proposed qualified environmental professional oonsultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detalked sequence of construction Including proposed excavation and handling rnethads, proposed carriers for contaminated materials, waste disposal site, and a fist of any permits that may be required for PPGM handling or contaminated materials di9posat. The above data must be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservatlon Commission (TNRCC). d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualllied environmental consultant(s) and testing lab_ e, Contractor shall submit for review the proposed carrier pipe material to be used with the actual llrnits of pPCM excavation, induding pipe gasket and carrier pipe coating or 111ner, B. PRODUCTS: 1. P[PE GASKET MATERIAL. Materials used w thin the aCtual limits of PPCM excavation. including pipe gaskets. shall lie ras:s ant to patrolaum hydrocarbon deteriorallon. C. EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED ARDS a_ Afeas suspected of having petroleum contaminated material (soils,) are shown In on the engineering drawings. ASC-48 PART DA - ADDITIONAL. SPECIAL CONDITIONS b. in areas anter than those noted Qn the plans and whore potentially pelrolourn contaminated materlals are either detocted or suspeclod, the City of Fort 1 erth arld the Engineer should be nolliled immediately and tiie work should proceed in accordance with this seclion, SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care sholrld be lakes during all excavatico and dewatering activities to identify areas potentially contaminated by petroleuum. b, When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum conterninated sail, the Contractor shall notlfyr the Engineer without delay, c:. The Contractor shall have retained tile services of an environmental consultant who shall be present at the site to screen suspect soil vVith a photo-lonizatlon detector (IIID) or a flame fonizalion detector (FID). A reading Qf 20 ppm above ambiant conditions or greater on PiD or FFD tested sail sample will ho considered pcfentialIy petroleum contaminated. The soul sample should be a recent sample from the excavation face. The sample should be stored In a laboratory supplied glass jar with a tellon gasket lined lid. The City of fort Worth Departmi� nt of Environmental Managament will be notified prior to all sample colinction and submittal to the current testing laboratory idenMled by khe City. The IID or FID tests should be perlormed in a. confined location, Soils producing a reading of less than 20 ppm above amLienl will not be considered potentially petroleum ountaminmed. The Pill) or FID shall be calibrated according to manufactures Instructions. d. Water encountered dudrig excavation or dewatering skull be considered to be potentially contaminated If there Is a visible sheen, a hydrocarbon odor, adjacent loll that appears visually to be contaminated by hydrocarbons or at any furze khe Contractor has reason to believe that hydrocafbon contarninatlon may have occurred. The Contractor shall immediately notify the City and the TNAGG whenever contaminated water is encountered. a. The Contractor shall contact the City whenever conlaminal:1011 from any source is suspected. , HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS) a, Contractor shell coordinate wllh the City to determine a suitable location for the stocicpHing of contarnlnated soil, The following procedure shall be followed In preparing the chosen site: t. Provide a diked enclosure large enough to hold all material and prevent runoff. The diked area shall be Ifned with 20-30 aril plastic tp prevent so�--page Into the exlsting soil. At the enol of each work day, Conti-actor shall completely cover stockpile with 20 mil plastic. During the day, the Contractor shall keop the stockpile covered, as nec;efsary, to prevent release of contaminated materials duo to rain or wind- ASC-40 PART DA - ADDITIONAL SPECIAL COND111ONS 4. sampling and evaluadon of materials will be perforated at the cntractor's expense. (the City of f=ort Worth will provide laboratory services) b, PPGS skull be handled, teste(i observing all standard chain-of-custodY procedures and sampling presarvation and analyses shall conform to published and recogn»ed standards. c. The stockpiled PPGS shall be sampled and tested every 50 cubic yards for Total Petroleum Hydrocarbons JP H) (TX 100 ) anal Benzene, Toulene, Ethylbonzen9 and Xylene (BTE ) (EPA 8020), Ail test resvits will be forwarded to the City of Fort Worth DeparTment of E nvi ron rne ntal Management. d Contaminated soil identifled by test results will be disposed of according to DA-38, Loading, Transportation, and Disposal of Contaminated Soil, o, It is the intent of the City tit f=ort Worth that uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or D backfill classificOons. 4, HANDU NG POTENTIALLY PETROLEl.M CONTAMINATED WATT ER (PPOW) a_ Water pumped from the excavation or from dewatering activitbes that has an oily sheen, a hydrocarbon odor, or is etheriise suspect. shall be considered potentlally patroleum contaroinated. b. PPGW shall be handled, tested. and discharged In accordance with the TNR 's appropriate state regulation. PPGW shall be tested no later than 15 days prior to extraction. PPCW shall, if necessary, be treated in an appropri PART DA - ADDiTIONAL SPECIAL COWDITIONS 5. HA DLlNO VAPOR CONCENTRATIONS a. In order to maintain safe working conditions, me vapor concerdrntlonZ3 should real exceed 20 percent of the Lower Explosive Limit (LEQ. During construction, measures should be taken to maintain LEL levels below 20 percent in all working areas, lh. To monitor vapor levels and oxygen levels a combustible gas indicator ( GI) with a LEVO' meter should continuously operate in the work[ng area, The COI should be properly callbrated and should have an alerrn that sounds if 20 percent LEL is reached. Monitoring data from the OOi should be recorded periodically to determine it ventilation or other methods are effective. fro the event local health and safety a endes require more stringent monitoring, the local regulations must be Implemented. D. MEASUREMENT AND PAYA+ENT: Paymont for handling Pp(,S, PPCW and Vapor Concentrations, obtaining and paying for any permits required, hiring the services of a qualified professional environmental consultant(s), env[ronrnenta[ Issues, stockpiling and all Issues included and Incidental to this section Will be full wmpensation for all labor, egUipment, materials, and suporvisian, Measuremnnt and payment for this section gill be per linear foot of trerich excavated where the excavated rmat�irial is handled as a c:ontarninated material. NG separate paymeril will be made for hand Iing of contarninated water, vapor concentrations, sampling, stockpl[ing. etc, DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. GENERAL' This item has been established for the loading, transportation and disposal of contaminated sells In a State oil Texas approved disposal site {iandfil[) to handle special wastes (patreleum contaminated soils). A bid item has been established in tho proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is tlje engineers best estimate of the quantity that may be removed. TWs quantity may vary depending upoa actual conditions and testing results. The unit price bid will not be increased regardless of the ac ual amount of rnaterla,l diaposed and may be decreased if a larger volurne of material, than that listed In the bld proposal, results in a unit oast reduction for disposal. S. WASTE MANIFE T - Any and ail rzon-hazardous I[quld and petroleum s+jbstance haste removed f rorn the site of generation and transported for treatment ancllor disposal must be aecompan[ed by a waste shipment recortVinanifest detailing required generator, transported. destinatlon and waste description information, These results may not be uniform throughout the entire site. For all patrolourn substance waste, the waste shipment record utilized shall be the TNROC PETROLEUM-SUBSTANCE WASTE AFFIDAVIT (Form T C-0332). The Oonlmdor sharp be responsible for obtaining, originating and maintaining manifests In accordance w[th toderal and state laws. The Contractor small sign the manifests ASC-5 1 PART DA - ADDITIONAL SPECIAL CONDITIONS forms as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT 1 DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount of waste mrnoved from the site and recelved by the treatment/disposal faclilty, The Contractor shall immediately resolve any manitest d1sc:reparcies. Completed Manifests shall be returned to the City Department of Envlrontnental Management within 90 days oS shipment. . MEASUREMENT AND PAYMENT-. Payment for this hem shall be magi par in place cubilc yard of oontaminatod soils that are loaded, transported and disposed of in an approved spedal disposal site. No separate payment will be made for leading, transportation and disposal of contarrxinated ground waters collected; these casts considered subsidiary to DA-37, POTENTIALLY PE HOLEUM CONTAMINATED MATFwRIAL HANDUN . The proposed landfill shall be Included In the cntractot's bid submittal and approved by the City of Fort Worth Dopartment of Environmental Management prior to contract award. Contractor shall be responsible for all landfill costs, including. but not limited to landfill fees, transportation costs and landfill operator requested analytical testing and waste characterization, DA-39 OMIT DA-40 OMIT DA-41 OMIT DA-42 OMIT DA-43 UNDLAS S1FIED STRIEET EXCAVATI0N This item will be used if additional excavation Is needed that Is not covered by "B" PAVEMENT PULVERIZATION . Additional Excavation is the removal of the e�cc�ssive crownandria a to bring the now base to proper grade and City standard specifications for street reconstruction. All applicable provisions of Item NQ, 106 "Unclassified Street Excavalion" shall apply. work shall be paid per cubic pard. DA-44 OMIT DA-45 RI=PLAUEMENT OF 4" CONCRETE SIDEWALKS This itorn shall Include the removal and replacement of oxisting concrete sidowalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with sarne day haul-oil of the removed material to a suitable dumpsite. For specifications governing this ftern sea Stern No. 104 'Removing Cid Concrete". and Item No. 5t 'Concrete Sidewalk and Driveways". The unit price bits per square yard shall be full compensation for all labor, material, equipment, supplies, arta incidentals nocessary to complete the removal ,and mplacement work. ASC-52 DART DA - ADDITIONAL SPECIAL CONDITIONS DA-416 RECOMMENDED SFQUENCE OF CONSTRUCTION In order to facilitate timely reconstruction of the affected roadway surfaces (subsaquenl to waterisewer installation) under the City's roadway n1aintenance program. it is recommended that the proposed water and/or sanitary sewar Improvements be conducted on the project streets Eased upon the following sequence: 1. "A" Street 2. '1113m Street 3. 'rC, Street 4. 'IDA Street . "E" Street After the work start date has been established, the selocted contractor shall he required to submit the beginning and ending dates for all wort (ir«cluding pavement repair) on each of the project streo#s. Pease be advised that the contractor has the option of submitting a different sequence of construction than stated above. The contractor shall not be allowed to begin work (brut time charges will begin on the project) until the proferred sequiance of construction and the start and end work dates for each street have been submitted to the City. DA-47 PAVEMENT RFPAIR IN PARKING AREA The unit pricy bid 6n dor appropriate DIC} ITEM( ) of the Proposal shall cover all cost for {providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minirnurn of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with crushed limestone base material, compacted and level with the finished adjacerit sur€ace. This hNshod grade shall be maintained In a ssiviceable condition untli the paving hm been replaced. DA-48 EASEMENTS AND PERMIT Easements and permits. both temporary and permanent, have been secured Ior this project at this time and made a part thereto. Any easements anchor permits, both temporary and permanent, that have net been obtained by the time of publication shall be secured before construcilon starts. No worts is to be done in arms requiring easements and/or permits unt1l the necessary earsoments are obtained. The Contractor's attention is dirocted to the easement description and permit requirements, as conlalned herain, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction areLls are shown on the plans. The easoments smell be clealied rip after u r and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, It shall ba the Contractor`s responsibility to obtain written Permission f#'orn the property owners anvalved for the use of add(tionat pro porty required. No additional payrnont wi11 l)o allowed for this item. DA-49 HIGHWAY REQUIREMENTS AS -53 PART DA - ADDITIONAL SPECIAL CONDITIONS The Texas Department of Transportation regt1irements pertaining to the constrkjr ion of this prol act are enclosed herein and made part of these spe�;ifIcation s. DA-50 CONCRETC ENCASEMENT Concrete encasernent shall be Class E (t BOO psi) concrete and for sewer lino onc-asements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. RequlrerreMS far such encasement are specified In Sections E1-20 and F-2-2G of the Generat Contracl Documents_ Payment for work such as forming, placing, and finishing including all labor, toots, equipment and material necessary to complete the work shall be Inc€udod in the linear tont price bird Lor Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connectlons between proposed and existing facilities, shall conslst of a watertight seal. Concrete used In Ilse connection shall be Mass A (3040 psi} concrete and mebt the requirements of Section E1- 0 and F-2-20 of th9 General Contract Documents. Prior to ooTicrete placement. a gasket, RAM-Nol< or approved equal shall be installed around penet ting pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be Included In the linear foot priers of thQ appropriate pipe DID LTIrM. DA-52 T1. R130 METER WITH VAULT AND BYPASS INSTALLATION All combinatlon turbo meter installations will be per attached Figure 33 unless otherwise directed by tho Engineer. The contractor shall (ase Bitco Type J-3 Model 30" x 36° Steel Single leaf Doers or approved equal unless the vault door is subject to vehiwl2ar traffic I.e.: ire a street, parking lot, 0 driveway. The appropriate size turbo meter with stralner and check valve if required will be furnished to the Contractor froe of charge; however, the Contractor will be required to gide up these !to M(s) at the Feld Oporatiorts Warehouse. Payment for all work, materials, and all neces.aary appurtenances from bypass tee to bypass tee which are required to provide a complete and functional Combination Turbo Mater Installation complete with Bypass and Concrete Vault shall be included in the price bid for each. DAA-53 OPEN FIRE LINE INSTALLATIONS All open tire line installations wlll be per attached Figure 32 unless otherwise directed by the Englneer. The appropriate size detector check mater, 3/4-Inch ureter and class '8' meter box will be furnished to the Contractor free of charge; howevar, the Contractor will be required to pick up the items at the Field Operations Warehouse. ASC-54 PARS' DA - ADDITIONAL SPECIAL CONDITIONS Payment for all work, materials, and all necessary appurtenances from the City side flange coupling adaptor to the customer side gate valve and box; including incidental 5 linear feet of pipe, which are required to provide a complete and functional open Eire line installation shall be included In the price bid for each. Payment for the City side gate valve or tap valve depending on which is required will be paid for candor the appropriate bid Item(s). DA-54 WATER SAMPLE STATION GENE=RAL: All water sampling sta don installations will be per s,ttached Figure 34 or as required in large water meter vauIis as per Figure 33 unless otherwlsa directed by the E;ng[nee r. The appropriate water sampling station will be furnished to the Contractor free of charge, however, the Contractor wilt be req u[red to pick up this item at the Field Operations Warabouso. PAYMENT FOR FIGURE 34 1NSTALLATIONS: Payment for all work and materials necessary for the installation of the 114-inch type K copper service lime vv[li be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Mai Payment Por all work and materials necessary for tha in,talIatlort of the sampling station, concrete support block, curb stop, fittings, and an Incidental 54eet cel type K copper service line which are required to provide a u)mplete and functional water sampling statlon shall be included in the price bid for the water mala. PAYMENT FOR PI ORE 33 INSTALLATIONS-. Payment for all work and materials Necessary Fnr the installation tap saddle, gate valve, and fittings shall be incEudod In the prlQo bid for Service Taps to Dain. Payment for all work and materials necessary for the Installation of the sampling statba, modification to the vault, fittings, and all type K copper sorvlce Eine which are required to provide a complete and functlonai water sampling station shall be included in the price bid for Water Sample Stations. OA-55 CURB ON CONCRETE PAVEMENT Standard Specification Item 502 shall apply except ae heraln modified. INTEGRAL CURB: integral curb shall be constructed along the edge of the pavement as an lntogral part of the slab and of the same concrete as the slab. The concreta for the curb shall be deposited not more than thirty (30) minutes after tho concrete in the slab. SUPERIMPOSED CURB. Concrete shall have a minimum compressive strength of three thousand (3,000) pounds par square inch at twenty-eight ( 8) days. The quantity of mixing water shall not exceed seven (7) U.S_ gallorxs per sack (94 lbs,) of Portland Cement. The slurnp of the ASC-55 PART DA - ADDITI NAL S PECIAL CO DITIONS concrete shall not exceed throe { } inches. A minimum cement content of five (5) sacks of lament per cubic yard of concrete is required. PAYMENT,. Payment shall be made for cutting and replacing curbs and gutters requared In this Project under the appropriate bid item and small be in compliance with Public: Woft Department standard requirement Item 502. DA-56 SHOP DRAWING 1. SubmIt seven (7) copies of stop dravvings, layouts, manutacturees data and material schedules as ma,y be req u[red by tha Engi near Ifar h€s review. Submittals may be checked by and sia,rnped w€th the approval of the Contractor and €dere tied as the Engineer may require, Such review by the Engineer shall include checWng for general conformance w!th the design concept of time project and general compliance with Information given in the General Contract Domments. Indicated actions by the Engineer, which may result from his review, shall not constittite concurrence with any deviatlon from the plans and specif€cations unless such devint€cans erre specifically identified by the method described below, and further shall nQt relieve Jhe Contractor of responsibility for errors or amissions in the submitted data. Processed shop drawing submittals are not change orders_ The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furn€sh and install, and by detailing the fabrication and Installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings andlor specIfIcalions are discovered, either prior to or after submittals aro pi,acessed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are lo be confirmed and correlated of the job size, f abrication processes and techniques of constriction, coordination of his worts with that of other trades and satisfactory performance his work. The Contractor shall check and verity all measurements and review submittals prior to being submitted, arid sign or Initial a statement Included with the submittal. which signifies compliance with plans and specifications arra dimensions suitable for the applicatlon, Any de+rWlon from the specified criteria shah be expressly stated In writing In the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the Ofty in bound form. 2. Shap drawings shall be submitted for the following items prior to installation: List the required submittals here Additlonal shop drawing requirements are described In sums of the material specificatlorls. . Address for Submittals - The submittals shall be addressed to the Projoct Manager. (Project Manager) City of Fort Worth IDOO Throckmorton Fort Werth, TX 76102 DA-57 COST BREAKDOWN ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS In order to establish a basis upon which partial payments to the Contractor may be authorized, Irnmed[ately after execu[ion of the contract the Con Iractor shall furnish a detail ad cost breakdown of his contract price arra rig ed and Itemized to meet-the approval of kilo Engineer. DA-58 STANDARD STREFT SPECIFICATIONS H.M.A4 C, 0VERLAY NII work involving paving andlor drainage shall conform to the two following published speclflcations, except as modified herein, STANDARD SPECIFICATIONS FOR STREET AND STORK! DRAIN CONSTRUCTION — CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS DA-59 H,M.A.C. MORE THAN 9 INCHES DEEP When H.M.A.O. greater Ilan 9 inches in depth is encountered, It shall be replaced with a combination of H.M.A.O. and 2:27 concrete Baso, as determined by the Engineer, to achiever the required Ihlckness of pavement_ DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.N.C. driveways are encountered, such driveways Shall be completely replaced for the full extent of utility cat with H.M.A,C. equal to or better than the existing driveway. DA-61 TOP SOIL Where directed by the Engineer, top soil shall be applied in accordance with the City of Fort Worth Transportatian and Public Works Department's Standard Specifications for Street and Storrn Drain Con$IructIon, Item 116, eXcept as fcl[ows: Ail Iabor, equipment, tools and incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER ANU METIER BOX RELOCATION AND ADJUSTMENT This item stroll Include raising or lowering an existing meter box to the parkway grade specified No payment will be made for adjusting existing boxes which aro within 0.001 feet of specified parkway grade. The unit price hid shall be full and SUfliciant payment:for a I I labor, equipment and materials used in the adjusIment of the meter box, DA-63 BID QUANTITIES Bid quantitte;s of tine various Items In tyre proposal are for comparison only and may not reflect the actual quant1 des. There Is no limit to which a bid itern can leo increased or decreased. Contractor shall fiat be entitled to renegotiation of unit prices regardless of the finat measured quantities, To the extent that 4-4,3 conflicts wish this provision, this pl'ovislon conVOIS. No claim will be considered for lost or anticipated profits based upon differences in estimated quantil[e,�, versus actual quantities. ASC-57 PART DA - ADDIM AL SPECIAL. CO-NDITIONS In particular, the contractor shall be award that it is the City's intention that the quantifies In Unit I. be used on an "ernargency' basis only. Total quantities given in the bld proposal may not reflect actual quantifies: however, they ars given for the purpose of bidding and awarding the contract, A contract in the amount of $200,000 (see Options to Renew) shall be awarded with final payment basad on actual measured quantities and the unit price bid in this proposal. Moraovef, there is to be not limit on the variation between the estimated quantities shown and actual tluarxtities portarmed. It is understood and agreed thal the scope of work contemplated in this contract Is that which is designated by the City bit will in not case exceed $200,000 (see Options to Renew) Including all change orders. DA-64 WORK IN HIGHWAY RIGHT OF WAIS When the Engineer directs the Contractor to perform work in the right-of-way which is under they jurlsdiction of the Texas Department of Transportation (Tex-Dot), the Contractor shall obtain approval from the Texas Department of Transportation prior to commencing any work therein. Ali work performed in the Tec-Dot right-of-way shall be performed In cornpltmnce with and subject to approval trorn the Texas Department of Transportation and Item E2-29.1 "Construction} Within Highway Right-of-Ways' of the Oonaral Contract Documents and Specifications, effective duly 1, 1978, as arnen€led. DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crkjshect IImestone required for use as a flexible baso material skull conform to Speciflcution Item No. 08 of the Standard Specifications far Street Ertd Storni Drain Construct an for the City of Fort Worth Transportation and P4ibilc Works Department. DA-66 0PTI:0N TO RENEW The City has the right to renew this mntract for three (0) one year terms/expenditures of $200,000 under the same terms, conditians, and unit prices, The City shall give at least sixty (60) clays notice prior to the expiration of one year from the date of executiotl of this contract or of an option period or a like notice at such time as there is less than $20,000 loft unexp undGd. DA-67 NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for lNe or similar work. If a second contract is awardEdT the City further reserves the right to Issue work orders under either contract as it deems in Its best interest, without recourse. DA-68 CONCRIFTE VALLEY GLITTER This item shall Include the reps Irfrepiace ment of existing concrete valley gutters as directed by the Engineer. The proposed valley gutters will be consVucted accordinig to the detail included in these documents as well as conformlr7g to Specification Item No. 314 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportatloni and Public Warks Department. ASC-56 PART DA - ADDITIONAL SPECIAL COWDITIONS The unit price bbd for this item shall be full compensation for all materials (including applicable sub-base), labor, equipment and incidentals necessary to complete the work. DA-69 TRAFFIC BUTTON The on(ractor shall supply all materials and labor necessary to install traffic buttons of [lie s€ me type as were previously Installed at locations designated by the Engineer. The buttons to be supplied shall be generally, but not limited to Type -4 and Type II -R4 and installed witty a Type til Epoxy. The unlit price bid for this Item shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-70 PAVEMENT STRIPING Pavement striping. whenever and wherever encountered, shall be replaced to match the existing striping or as directed by the Engnleer. Materials used shall be of 420 Type intorsection grade tape (Iii 1 B-Inch width) such as Starnark as rn a nuf actured by 3M company or approved eco+gal. The unit price bid for this item shall be full compensatlon ler all materials, labor, equipment and incidentals necessary to complete the work. IDA-71 H.M.A. . TESTING PROCEDURE The contractor is required to submit a Mix Design for both Type "Wand "U' asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be rnoro than two (2) yeaa•s old, Upon submittal of the design mlx a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type S' asphalt a n)aximum of 24#l. rap may be used. No Rep may be used In type ""17 _ Upon approval of an asphalt mix design and the calculation of the Marshal (Proctor) the contractor .Is approved for placement of [tie asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist In the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the requfrad densities. The required Density for Type "13" and for Type '{D" asphalt will be 91% of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type 441311 cad D,r asphalt. Densities on type "13" must be done before Type "Y' asphalt is applied. Corea to determine thickness of Type "f3°' asphalt must be taken before Type "13" asphalt is applied. Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. DA-72 SPECIMCATION REF=ERENCE ASC-59 PART DA - ADDITIONAL SPECIAL CONDITIONS When referenm is made in these specifications to a particular ATM. AWWA, ANSI or 01hef specification, it shall be understood that the latest rGvislon of such specificalIon, prier Ito the date of these general specihications or revisions thereof, shall apply, DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER}CONTROL VALVE AND BOX The relocation and reconnection of sprinkler systern control valve and box will by required as shown on the plans, andlor as described in these Special Contract Documents In addition to those located in the field and Identifled by the Engineer. A minimum of twenty-four (24) hours advanco notice shall be given when service interruption will be required. When the relocation Is required, separate payment will be allowed for the relocation of sprinkler back-flaw preventer or control valve and box. Payment for all work and material such as back-fill, fittings, five (5) feet. of PLIC Schedule 40 and all material labor, and equipment Used by and for the licensed plumber shall be included in the price bid for the relocation of sprinkler back-fiQw proventer or control valve and box, All other costs will be included in other appropriate Bili Itern(s). DA-74 RESILIENT-SEATED GATE VALVE Any reslGent-seated gate valves supplied for this contract shall conform to Materlal Standard E1-36, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE: VALVES, with the exceptioj7 of size requirements in sections E-28.1. All resilient-seated gate values skull be mechanical joints and be approved on the City of Fort Worth Standard Product List. DA-75 EMERGENCY SITUATION, JOB MOVE-IN The Owner or Engineer shall determi5e when an emergency sltuation shall exist. When water emergency work is requirad, the Contractor shall moblllze to the said location within twenty-four ( 4) hours after given notification from the Inspector andlor Project Manager. The Contractor shall make all necessary arrangements for bypass pumping, setting up barricades, notifying citizens, etc., while waiting for other utilities to be located as directed by the Engineer. The Contractor shall work car flnuousty until the emergency work order has been completed at a ilme agreed to by the Project Manager, Inspector, and Contractor. After the emergency work order has been completed, there will be no additional 'Job Bove-In" charges paid to remolAllze back to the previous project location site. DA-76 1 "' & " COPPED SERVICES The following is an addendum to El-17, Copper Water Service Unes and Capper Alloy Couplings: All fl#iings used for 1 "b.' and 2" water ser0ces lines shall be compression fittings of the type produced with ars intornal "gripper ring" as manufactured by the Ford hinter Box Co., Inc.., Mueller Company, or approved equal. Approved equal products shall submit sheer drawings and manufacturer's catalog information for approval. ASC-60 PART DA - ADDITIONAL SPECIAL CONDITIONS Contractor shall make all cuts to me copper tubing with a copper Wbincg cutter tool specifically designed for this purpose in order to provide a clean, square gut. The use of hacksaws or any other type of cutter will not be all[owed. Prior to installing the compression fittings, the copper tubing wlll be rrrade round by the use of a "'rounding tube" specifically inade for that purpose, Payment for all work and materials assooialed with 1 Vn " and 2" copper services shell he Included in the price of tho approprlate bid item. DAA-77 OMIT DA-T8 OMIT DA-79 OMIT DA-80 OMIT DA-81 OMIT DA-82 OMIT DA-83 OMIT DA-85 OMIT DA-8B OMIT DA-87 OMIT DA-88 OMIT D0.-89 OMIT DA-90 OMIT DA-91 OMIT DA-92 OMIT DA-93 OMIT DA-94 OMIT DA-9B OMIT DA-96 OMIT DA-9T OMT ASC-61 PART DA - ADDITIONAL SPECIAL N ITION DA-98 OMIT DA-99 OMIT E)A-100 OMIT DA-101 OMIT DA-102 OMIT DA-103 OMIT DA-104 OMIT DA-105 OMIT DA-1 06 OMIT DA-107 OMIT DA-108 OMIT DA-109 OMIT DA-110 OMIT DA-111 OMIT DA-112 OMIT CSA-113 OMIT DA-114 OMIT DA- 115 OMIT DA-116 OMIT DA-117 OMIT IBJ-118 OMIT ASG-6 { - _ - -- - PART E Ti=Ci 1NtCAL'SPEC[t'iATtONSFaR MANH{�LE.jC}tNT SEALING. REINt=OR�ED Pt AST�.P:WATER B11ETE_R BQXES. .. I : 'f�� :s� :] ;L�i SECTION E,-SPECIFICATIONS A�R .l Y 1, '1978 " .. . A�NU . Ail materials;construction:methods acid procedures used.in this projectshali conform-to Sections El,EZ and.E2A. of the Fort Worth.Vllater D.epaitmerit General.Contraot Doc&nents anti General Specifications,togetherwitrt any add�tfortaI rnaterIal specificat�dri(s}, constructian(s ..oT=later rev�sian( )-. (see rev�s�aris.iisfecE on t1�is sheet). .rSections ET, E2 arid`E2A of the Fort Worth Water Department"General Contract.' ' ocuments :and.general '. Specificatiofes are hereby-made-4..part of this contract document by reference for all purposes, the saMe as if LCo.p.ies verbatiir►herein;a"d.sucli'Sections are:filed and it,the office.-of the.City Secretary of the City of F rt .'Morth-as an'ofrficiaE record of the.City.of FortWorth:. 'INDEX : ES. .:MATERIALS PECiF1GATIONS E2 COhtSTRUC.TION SPECIFICATIONS M`-.GER.ERAL DES IGh1 DETAILS [ Revisions as 6fA01.20, ' 9$.1;fallow:- . .. E€ 2 4 E3ackfiil (Correct minimum compaction requirement 6.95%Proctordensity Arid correct P_l_vafUes as follo+nrs:}. c Addltional.,backfiil:requirements when approved fo_r use iii streets (1} Type,8 REickfill cfvlaxirnum lastic index(.PI)shall be g;` _ O P> ( ): Type C Backfill f (a}: Material meeting requirements and having a PI of 8°or less shall-be considered as I suitable fbr campactlon by}ening b tater►al meetin re uirerr<erits.ar d haven a Pl of 9 or more shall be corisidere¢for O g : . use.only with rnechanical,compactiori: E1 2 11 Trehch-Sackfill: .(Corsect mEnimum compaction requirement wherever it appears to this section to 95%a Proctar.derisity'gixcept fnr paragraph a.1 v�ihere the "95°ld modified Proctor densitvy' shall remain unchanged) ' (a) Matenal rneettng,requErernents.and havGng a Pl of:8 nr less shall tid considered as suifable'for compaction:by jetting ` b} Material r e tie re uirements and ha'vin a Pl of 9 or rnare shall lye considered for { 9' . q 9' use only with-mechanical compaction: , Et 2 14 Trench Backfill::-(Correct minimum compaction requifeinent wherever'it.appeats in this section to 95°/4 .� ,Proctor.density-except for paragraph a:1: where the."'9 1% modified Proctor density" shall :remain unchanged} . . I � a 1 i CITY OF FLIRT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TECHNICAL SPECIFICATION FOR s MANHOLE JOINT SEAMING A. GENERAL 3 z This specification covers a cold--applied performed flexible butyl rubber or plastic sealing compound for sealing interior andlor exterior joints on concrete manhole sections.. It governs all manholes, vaults-, etc.., constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type.performed O-ring gasket;and shall require a bitumastic ,. 9 _ joint sealant in all joints as per Figure M attached, B_ MATERIALS I This sealant shall be preformed and trowelable bitumastic.as mancifactured by Kent-Seal, RarriNek; E- ; j The'joint sealer shall be supplied in either extruded rape.-form of suitable cross- i Z Stick or equal 3 P - sectional area or flat tape farm and shall be sized.as recommended by the manufacturer and approved _T ? by the Engineer. The joint sealer shall be.protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either'its_adhesive properties or cohesive strength.. The joint sealer shall remain totally flexible without shrinking, <• gardening, or oxidizing regardless of:the length df time it is exposed to the elements.: ; The manufacturer shall.furnish ah affidavit attesting to the successful use of the prodtict as a performed flexible joint sealant on concrete pipe-and manhole sections for a,period of at least five years. C. INSTALLATION OF JOINT SEALANT frame shall be sealed with the above specified materials. Aa Each.grade adjustment ring and inanhote a surfaces to be in contact with the joint sealant shall be thoroughly cleaned of'dirt, sand,-mud, or other t s foreign matter. A primer shall.be applied to.all surfaces.prior to installing the joint sealant in accordance with the recommendations.by the-manufacturer The protective:paper wrapper.shall remain ori.the join-t sealant until irnmeaiately prior td placerrtent of the pipe in the trench. After removal y 6fthe protective paper , p wrapper, the joint sealant shall be ke t clean.. lnstall frames and cover over j manhole opening with the bottom of the rings resting on bitumastic joint sealer.. Manhole.frames and covers shall be McKinley,Type N, with indented top design, or equal,with pick slots I, Frames, unless otherwise shown on the draWirigs, shall rest on two (2) rows(inside.and outside). ! of bitumastic joint sealer. ' 2' Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant Il i SE_,4h1NG-ANDIO ACJUST)NG_EXESTiNC:MANH.bL_ES_.: xcavate..(rectangularfull.depth:saw.cut if.in pavement}adjacent to the manhole.to-expose the entire E 3 m'aMole frame and a rn- Jn rni u:� of 6 inches'of the'tnanhole,wall keepira.g the sides=of the trench nearly. �rertical., ernoe rrtanhole_frame;from'_the.manhoie_structcire:and-observe the:cond'rtinn...of;the frames The existing frame"shall'6e used wherever possible_...Any'existing frame:shalt be.qsed'wherever.' .possible-:.Any frame thatis:riot siiitabfe,for:use as deterihed.by-t -Engineer shack t'e-repladed, l Separata and gbserve the conditioci of the grade 6djusf"ment diigs.Jf the.grade rings are_lopse, . ::. deteriorated; broken; or, show structural defects, rep{ace thern�in.accordance with these specificatipns_.Ftepface-adtustiments thatare canstr cte�of brick, >�lodk or-friaterialsother tf an -precast cancrete.:with precast concrete rings; or where necessary, and approved by the Engineer, .� a.precast'ftattop section: °Precast concrete rings;pr.a:precast,concrete--flattoO §ectibri wily be the only.acftustrnents allowed In brick or.block manhafes where itis difficult to determine where grade'adjustmOints anis walls ....meet; replace the upper,portiQrs of the rna,ntiole:.to a point 24 itiches'bele]w:the.frarrie lf_tFie v+ia[ls or>cone section belgw tills level are­tteucturally unsound;.notify the EngEnoapr prior.to replacement: of ttie grade adjustments or manhole frame' Existing.bkkwork,.which is structurally satisfactory, if damaged:by the:.Contractor shall be replaced at the Contractors expense s 3= Wire hush manhole frame aid exposed anhole.surFaces to remove:elirt grid loose debris_. Coat. . :expcised manhole surfaceswith ori approved bro6ding�age:it'-follQweif with an.application of.a quick setting.>�ydrarilic,.ce4 Hent to prov>de a.s hooth:wofkitng:surface.. j !f tfie inside drarneter af•the rrianhoie cs toc .iarg ;to safely.suppo(t new dlustrrrent rrngs or fr rrie; _.. ._. a.flattop sechon.shall.be installed 5. :. •Joirit,surfaces between ttie frame.:mdiustrhent rings an .,'co. section sha'll.be free'af dirt,. fangs and vot[fs to ensure a-.watertight sea! Place a'fie kibje gasket joini rriate.riaf iii two cond6ntric rings along tNe inside a id oLjtside edge of each joint or use#rowelabfe material in lieu of preforined l gasket:matercal: Positibh tlie'.butt joint of each length ofjoint rriatenal-on.op::polite sides`of=tile 'marshali~, . o-steel shims;uvaod '.stones; ar any 3riateriaf:notspecifeca[ly accepted-bythe Engineer fi�ay.l)e-USeLf. o:obtain fiha4 sur ace-elevation Of;tile rrianhole,frame.,. - j 6 ln'paved areas or future paved areas castings shall- be' using a.straight edge-not less ':,..,..-:.. ....than ten.(10}:•Beet long_.so that-the'.top of.casbn' vvifi_conform.tq the slope and finish elevafton of the payed surface The`top:-of:the ca-stCng shalt be118 inch below ti�e:fiiiished-:elevation Allowances I for the.compress:son of=ihe:jalnt rnatenal shall.be.macfe to assure.'a proper finA.giade elevation: f. # 7 Manhole rims°in parkWays:, laWns-.and other improved lands shall be,at_an elevafian rsot more than J f T ench.6 less than one:half 112: .inch above the surraundii� round. Backfill.shall rovide a � ) j O 9'9 p I!I uniform slope from the stop.-of manhole castirzg.for.ridt less than_three'(3}'feet eacl direction to. existing finish grade of:the grqund ' TEZe grade of ail surfaces shall be checked:for proper slope and grad,✓ by stri iining the:entire area regraded near the manhole: I�I l l7{l(F J tttt- 8. Manholes in open fields, unimproved land, or�Irainage courses shall be at an elevation shown on � the drawings or minimum of&ii!Ches above grade. E. MEASUREMENT AND PAYMENT i The prica bid for new manhole installations shall include the cost of joint sealing and.payment will be made from the appropriate Bid ftern(s). For existing manhole adjustment and/or sealing, the-cost of sealing shall be included in the appropriate 7 bid item and payment will be made for these items i - - I i f ' t F nF I ' 5 , 3 { SECTION E1-18A- REINFORCED PLASTIC-WATER METER BOXES E1.1$A:1 SCOPE:.,This speeification'ccivers three types-of water meter boxes; Type A Type B and Type C_ 1 LL: I.I$A:T.1 CEass _K-Standard NCeter Box;- infencledfar lase wi.:services,uh izing 5f8"'X K", /4" arid meters. . . . _ E1.18P;:12 C.[as :B:Standard Meler.Bax:`:.Intended.forusewith services ufifizing 1.-112" and 2" rrretE E 18A.1 3 Class C.S6ndard .Meter Box :.intended for use withservices utilizing tyro 518"X.3/-.or'! - - meters. :. E1 j8A2'CONSTRUCTION: Reinforcedplastic.n titer meter bu ces and:iron-cover lidsunderthis specifi-at. x _.. wilt include:tf3ree specific'sizes of a rectangular shape.' TFsose; three sizes wil{ be referred tcs us: CLASS 'A`, 11" x 18'-Box,. 12„ high s : I CLASS `B' 1 5.25".x:27Bok,' 12' high CLASS `C', 1'8,, x 1 " Box,.12" High ` MBOX SPECFCATlON .8 .3 R=ENFORCEDE1 -PLC Tf�e Me shall be constructed of Linear.ivledium-Densfty Polyethy€ene'{LMDPE},as defined in;ASTM D-: $83-95A and have a.trtinrmum wallthick(ie`ss'of.500". The:extenor shall be black to p:ravide UV p_rotectiori. Boxes s.ho{l be able to withstand,apinimum- 15;DQQ,potrnds vertical load and shall withsta. u nd�a rrtinimrii 400 pouneis;sidevvallload - The meter box exterior sfsall be free:from seams or parting lines ar�d all edges.arid corners are to tie.srr►ootti a ; .'f ree frbm sba�p edges so-the unit:can b;e:handied'safely with6dt gloves E1.1$'A4 fft 3�i METERBO.X.-LID.SPE IFICATI.ON :. The meter box lids ere to tie made of cas.tiron'aceording to ASTM_A48�4 Class 34 13_er ductile iron accordin to ASTM A-536, .The lids.shall withstand i mirrim�rrrl vertrcat loam of 15 000 pounds Castings,are coated`vitt 3iiturriinous rnlsified asphalt unless otherwise specifi+Kr3`.ground smooth, and'cleaned.with shot,blasting fo 5 a uniform quatity.free feum-.strengjh defect$ ar d distortiar7s: ©irnensipns-shalt tiie within industry standards V,. Plus or.mfnus (+1-)orie sixteentli'of an:inch per foot poll castings will.l;ear.the Manufacturer s IS (narne orlog and Gauntry of Ortgin Casting weights_may very plus ar,rrminus (+F-}five percent ficin:drawing weight per aridustry ar stondds. = SECTION UNIT II: TRANSPORTATION / PUBLIC WORKS SPECIAL INSTRUCTIONS TO BIDDERS (T/PW) SPECIAL PROVISIONS FOR STREET AND STORM DRAIN GENERAL CONSTRUCTION NOTES a SPECIAL INSTRUCTION TO BIDDERS-TPW 1 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five(5%)per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute ' the contract documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bond, (1)the name of the surety shall be included on the 1 current U.S.Treasury, or(2)the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1110)the total capital and surplus. 2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection,the successful bidder shall be required to furnish a F performance bond as well as payment bond, both in a sum equal to the amount of the confact awarded: -The form of the bond shall-be-99-herein provided-and the-surety shall be-- acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1)the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties(Circular 870),or(2)the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10)of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized,accredited or trusteed to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000 a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans,specifications, and contract documents. Said bond shall solely be for the protection of the City of fort Worth. 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6,of the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth,Texas,concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to ' reject the proposal. 5. EMPLOYMENT:All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400(Fort Worth City Code Section 13-A-21 through 13-a- 29)prohibiting discrimination in employment practices. 6. WAGE RATES:All bidders will be required to comply with provision 5159a of"Vernons Annotated Civil Statutes"of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth,Texas and set forth in Contract Documents for this project. 7. FINANCIAL STATEMENT:A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE:Within ten (10)days of receipt of notice of award of contract,the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation and Comprehensive General Liability(Bodily Injury-$250,000 each person,$500,000 each occurrence, Property Damage-$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A:VII or equivalent measure of financial strength and solvency. f. Deductible limits,or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups.The City must approve in writing any alternative coverage. h. Workers'compensation insurance policy(s)covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner,to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. I. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS: Pursuant to Article 601 g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident 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. ' "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder"means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In addition,the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")as appropriate. The Documentation must be received no later than 5:00 p.m., five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure'to comply shall render the bid non- responsive. Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed by Minority Business Enterprise (WBE)on the contract and F payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiation action under appropriate federal, state or local laws or ordinances relating to false statement;further, any such misrepresentation (other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three(3)years. 11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder.The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49)days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")as appropriate is received by the City. The award of contract, if made,will be within forty-nine(49)days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT:The Contractor will receive full payment(minus 5% retainage)from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment,and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at(817)871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non-responsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation insurance Coverage a. Definitions: Certain of coverage("certificate").A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement(TWCC- 81,TWCC-82,TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project,for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes,without limitation, independent contractors,subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation, providing, hauling, or delivering equipment or materials, or providing labor,transportation, or toner services related to a project. "Services"does not include activities unrelated to the project, such as food/beverage vendors,office supply deliveries, and delivery of portable toilets. b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44)or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must, prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and i provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor,a new certificate of i coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. k I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas labor Code, Section 401.011 (44)for all of its employees providing services on the project,for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project,for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts,and provide to the contractor. (a) a certificate of coverage, prior to the other person beginning work on the project;and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10)days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1)-(7),with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be fled with the appropriate insurance carrier or, in the case of a self insured,with the commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance.This includes persons providing, hauling or delivering equipment or materials,or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage,to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 15. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400(Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practices. 16. AGF DISCRIMINATION: In accordance with the policy("Policy")of the Executive Branch of the federal government, contractor covenants that neither it nor any of its officers, members, agents,or employees, will engage in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, or employees, r or person acting on their behalf, shall specify,in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 17. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability,terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above- referenced laws concerning disability discrimination in the performance of this Contract. SPECIAL PROVISIONS FOR ��� ���`^~�� � °����=^� STORM DRAIN IMPROVEMENTS Table of Contents l. SCOPE 0FWORK...... ........................................................................ .................................................SP-4 %. AWARD OF CONTRACT...........................................................---............................ ....... ................SP'4 l I9]ECCWN3TRl}{T7ONCONFERENCE..................--.......... - ...... ..^-.......,......... ...... ................S9-4 4. EXAMINATION OFSITE ......................................................... .................. ............................... ....SI-4 l BID SUBMITTAL....... ,......., ....... .............................................. -....... ............................ .............3P-5 6 WATER FOR CONSTRUCTION...--.............................. .................. - ....................... ....... - ST-5 7. SANITARY FACILITIES FOR W0RKMBBS.................................................................. .....................SI-5 Q. PAYMENT-------.................. ................... . ....................... ............................ ............ - ....................3f-5 9\ SUBSIDIARY WORK............... ........ ....... .............. .......................^......----. ....... ,............ ---..-Sp_ 10. LEGAL RELATIONS AND RESPONSIBILITIES ]OTHE PDBL1C,._...................... .......................... ................................ ............ ............... .......SI-5 1LWAGE RATES.................... .................... ........... ............. ....... ....... ...... - ........--- ........--........3f-5 lJ. EXISTING UTILITIES......................................... ......................---............. ...............---.-.......8T-5 11 PARKWAY CONSTRUCTION................ ........................ . ................................................................SP'S |4. MATERIAL STORAGE.......... ........- ......... ................................ .....................................................5P' 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS........ .................................. ....................... .......- ........---- ........ ........9T-6 i6. INCREASE ORDECREASE DN QUANIIIIDS-....................................... ............................. ...........S9`6 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS................. ........................................&p'6 l8. EQUAL EMPLOYMENT PROVISIONS ....................... .......................... ............ .................. ............SP-6 lY. MINORITY AND WOMENSBUSINESS ENTERPRISE (MVWQE)COm9mANJG................... .................. ............................ ...... ...................---............ ..SP'7 20 PINJQ~CLEAN UP.........--..^-..^^...---. ...... ,, .....- ....---..... ,.... ...................-, .................Q}-9 %l. CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW........... .....................................................-..............-...... ............................S9-& 22, SUBSTITUTIONS...-...........................---............................................................................. ..........Sp-1l 23. MECHANICS AND 88 ~S LIEN...........-.-......... .......-,. ............................... .........-SP'11 24. WORK ORDER DELAY ...........-.................................. ................. .... .......................... ....................3P'll 25. WORKING DAYS - ............................................................ ................ ................................. ........,...SP-|i 26. RIGHT TOABANDON ... .......... . ......... -......................................................................----......SP'1l 27. CONSTRUCTION SPECIFICATIONS................ . .......---............. . ......,,- .......---......... .........8p'll 28. MAINTENANCE STATEMENT ...................................................................-.--- .................... .....SP'li 29DELAYS -....,._...................................................... ............... .... ----.............. ...........3P'1l 38 DETOURS AND BARRICADES ............. ...... ................................. .......... ....................... ................SI-l2 31. DISPOSAL OBS9OIL/EILL MATERIAL ................................................ .............................................SP-l2 32' QUALITY CONTROL TESTING ........... .................... -----.-.-..................................................SP'12 33. PROPERTY ACCESS ................. ..........................................................-........................-- ...........8P'l3 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES ..............................................S9-l3 35. WATER ---.... ..........................---..................^--.sP-l3 36. RIGHT TO AUDIT .......................................... -.............. ................... . ....................... ..................SP-l3 37. CONSTRUCTION 8IAK50 -.......---...... -....... .......... .......................... ........................ .................89'14 38. LOCATION{FNEW WALKS AND DRIVEWAYS ........................... ..................... ....... ................S9-)4 39 EARLY WARNING SYSTEM FOR CUYV37BDJlJ30N.........................................................................9P-l4 40 AIR POLLUTION WATCH DAYS........................................................................ -- ....................S9'15 8P-1 i SP'ECIAdl..r PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS: 41. PAY ITEM-UNCLASSIFIED STREET EXCAVATION......................................................................SP-15 42, PAY ITEM-6"REINFORCED CONCRETE PAVEMENT......................___.......................................SP-16 43, PAY ITEM SILICONE JOINT SEALING.....,...<.:................................................................................SP-16 44. PAY ITEM-7"CONCRETE CURB........................................................................................................SP-20 45, PAY ITEM-RETAINING WALL...........................................................................................................SP-20 46, PAY ITEM-REPLACE EXIST.CURB AND GUTTER........................................................................SP-20 47. PAY ITEM-HMAC TRANSITION..,.................... ................................................................................SP-20 48. PAY ITEM-6"PIPE SUBDRAIN.............................................................___........................................SP-20 49. PAY ITEM-TRENCH SAFETY........ .. ...... ....................... .... .. ....... .............................. ................ .SP-20 1. PAY ITEM- 8"THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION.,..,.......<..................................... ............... .............................................SP-21 51, PAY ITEM-6"HMAC PAVEMENT(THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES)..................<...,,.........<....._........ ...........,... ...................................,.......... ..SP-21 52. PAY ITEM-CONCRETE FLAT WORK(CURB,CURB&GUTTER,SIDEWALKS, LEADWALKS,WHEELCHAIR RAMPS AND DRIVEWAYS)............................ .........SP-22 53. PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK,DRIVEWAYS,STEPS, LEADWALKS AND WHEELCHAIR RAMPS......-<.<..,..,.<................................................SP-22 54. PAY ITEM-REMOVE EXISTING CURB AND GUTTER..................... .SP-22 55. PAY ITEM-REMOVE EXISTING CURB INLET............... ..........................__................................._SP-22 56. PAY ITEM-6"REINFORCED CONCRETE DRIVEWAY...................................................................Ski•-23 57. PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS.......................................................SP-23 58. PAY ITEM-4'STANDARD CONCRETE SIDEWALK,LEADWALK AND WHEELCHAIRRAMP........................................................ ............e..............................,.SP-23 59. PAY ITEM-REMOVE AND REPLACE FENCE...................................................................................SP-23 60. PAY ITEM-STANDARD 7"CURB AND 18"GUTTER......................................................................SP-24 61. PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS...........................SP-24 62. PAY ITEM-BORROW .......................................<..................................................... .................,...........SP-24 63. PAY ITEM-CEMENT STABILIZATION..............................................................................................SP-24 64. PAY ITEM-CEMENT ...........................................,.._.......................................-....................................SP-24 65. PAY ITEM-NEW 7"CONCRETE VALLEY GUTTER........................................................................SP-24 66. PAY ITEM-STORM DRAIN INLETS...................................................................................................SP-25 67. PAY ITEM-TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN.........................................................................................................SP-25 68. PAY ITEM-STORM WATER POLLUTION PREVENTION(FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE)...................... ............................ .............SP-25 69. PRE BID ITEM-PROJECT DESIGNATION SIGN...............................................................................SP-27 70, PRE BID ITEM-UTILITY ADJUSTMENT...........................................................................................SP-27 71. PRE BID ITEM-TOP SOIL...................... 72. PRE BID ITEM-ADJUST WATER VALVE BOX........................................................................1.......SP-28 73. PRE BID ITEM-MANHOLE ADJUSTMENT.......................................................................................SP-28 74. PRE BID ITEM-ADJUST WATER METER BOX.........:......................................................................SP-28 75_ NON-PAY ITEM-CLEARING AND GRUBBING................................................................................SP-28 76. NON-PAY ITEM- SPRINKLING FOR DUST CONTROL...................................................................SP-28 77. NON-PAY ITEM- PROTECTION OF TREES,PLANTS AND SOILS................................................SP-28 78. NON-PAY ITEM-CONCRETE COLORED SURFACE .......................................................................SP-29 SP-2 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 79. NON-PAY ITEM-PROJECT CLEAN-UP.................. ...... ...................... .............................. ......__SP-29 80. NON-PAY ITEM-PROJECT SCHEDULE..... ..................... ..........................................................__SP-29 81. NON-PAY ITEM-NOTIFICATION OF RESIDENTS....................__.......... ....... ...............SP-29 82. NON-PAY ITEM-PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION..............SP-29 83, NON-PAY ITEM-PRE-CONSTRUCTION NEIGHBORHOOD MEETING........................................SP-30 94, NON-PAY ITEM-WASHED ROCK....... .................. ................ ......_1................................................SP-30 85. NON-PAY ITEM-SAWCUT OF EXISTING CONCRETE........................... ............................__SP-30 86. NON-PAY ITEM- LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES................... ....................... ...................__...SP-30 87. NON-PAY ITEM- TIE-IN INTO STORM DRAIN STRUCTURE........................................................SP-31 98. NON-PAY ITEM- SPRINKLER HEAD ADJUSTMENT...........__.....................................................SP-31 89. NON-PAY ITEM FEE FOR STREET USE PERMITS AND RE-INSPECTIONS..............................SP-31 90. NON PAY ITEM TEMPORARY EROSION,SEDIMENT AND WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS THAN I ACRE) ...SP-31 91. NON PAY ITEM-TRAFFIC CONTROL ................... ................................................ ..................SP-32 SP-3 5 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 Capital Improvements Program Paving, Drainage, Water, and Sanitary Sewer Improvements for Normandy Road (Ederville Road to Queen Street) F PAVING RECONSTRUCTION: C200-541200-20840-0016883 D.O.E. NO. 4841 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Reconstruction of 6" HMAC or 6" Reinforced Concrete Pavement, Drainage, Water, and Sanitary Sewer Improvements for Normandy Road in the City of Fort Worth (from Ederville Road to Queen Street and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to satisfactorily complete the work. r 2. AWARD OF CONTRACT: Submission of Bids: Unit 1 and Unit 11 constitute a package. If the Contractor submits a bid on both Unit 1 and Unit Il and has the lowest responsive proposal price, the Contractor will be the apparent successful bidder for this project. The Contractor can bid either the HMAC alternate and/or the Concrete alternate. The additive alternate must be included in any bid. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. 3. PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and City-City shall meet at the call of the City for a preconstruction conference before any of its work begins on this project. At this time, details of sequencing of the work, contact individuals for each party, request for survey, and pay requests will be covered. Prior to the meeting,the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. As used herein, the term "Engineer"shall mean the design engineer who prepared and sealed the plans, specifications and contract documents for this project. 4. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. SP-4 During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 5. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at anytime. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as"non-responsive"and rejecting bids as appropriate and as determined by the Director of the Department of Engineering. 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of mailboxes. All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102"Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public"of the"Standard Specifications for Street and Storm Drain Construction". 11. WAGE RATES: Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258,Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. 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. 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 SP-5 determination, before the 31st 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. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 4 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 O 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 the Audit section of these contract documents shall pertain to ' this inspection. Pay Estimates. With each partial payment estimate 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. Posting of Wage Rates. : The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a)through (g) above. (Wage rates are attached at the end of this section.) 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to protect ail services encountered. Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess SP-6 excavation will be disposed of at locations approved by the Director of the Department of Engineering. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property City. 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design,from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. No additional compensation shall be paid to Contractor for errors in the quantities. Final payment will be based upon field measurements. The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories. 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, 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 or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part,by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers,servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or{b} provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. SP-7 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400(Fort Worth City Code Sections 13-A-21 through 12- A-29) prohibiting discrimination in employments practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19. MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance maybe obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or W BE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids_ Failure to comply with the City's M/WBE Ordinance, or to demonstrate"good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency(NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine(9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier,the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order SP-8 a During the term of the.contract the contract shall: 1. Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the Contractor had represented he would perform with his forces,the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. C. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been completed. No more than seven days shall elapse after completion of construction before the roadway and R.OW. is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. DEFINITIONS: b. Certification of coverage ("Certificate"). A copy of a certificate of insurance;a certificate of authority to self-insure issued by the commission, or a coverage agreement(TWCC-81,TWCC- 82, TWCC-83, OR TWCC-84), showing statutory workers'compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, City-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or SP-9 i materials, or providing labor,transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project,the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter_ g. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. h-. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; SP-10 (4) obtain form each other person with whom it contracts, and provide to the Contractor: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (e) contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7),with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with appropriate insurance carrier or, in the case of a self- insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. k. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity. B. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." SP-11 r Cali the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal", or"or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term"or equal", or"approved equal" is not used in the specifications,this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall ' have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of-the acceptability of substitutions. The provisions of the sub-section as related to"substitutions"shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty(60) days of advertisement of this project. The work order for subject project will not be issued until all utilities, right-of-ways, easements and/or permits are cleared or obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 26. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27. CONSTRUCTION SPECIFICATIONS:This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2)years from date of final SP-12 acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. DELAYS. 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. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Department of Engineering and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with"7980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 7." 31. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 70056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 32. QUALITY CONTROL TESTING: (a) The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine SP-7 3 days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City.The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (a) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (b) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (c) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (d) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35. WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water SP-14 Department General Specifications which general specifications shall govern performance of all such work. 36. RIGHT TO AUDIT: (a) 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 normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. 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, under the expiration of three (3) years after final payment under the subcontract, 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 normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. 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 copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 37. CONSTRUCTION STAKF_S' The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage, etc.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. If, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place,then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactors expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. 38. LOCATION OF NEW WALKS AND DRIVEWAYS; The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage to trees. 39. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the Contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: SP-15 i l The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the Contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be I' amended by change order), the following proactive measures will be taken: 1. A letter will be mailed to the Contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the Contractor receives such a letter, the Contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the Contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the Contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 40. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. 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. On designated Air Pollution Watch Days,the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or 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. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be } considered as a weather day and added onto the allowable weather days of a given month. CONSTRUCTION 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION: SP-16 See Standard Specifications Item No. 146, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 42. PAY ITEM - 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314"Concrete Pavement,"shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. (b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage, the following policy will apply: (1) When the crack is minor and due to shrinkage (cosmetic),then no further treatment will be needed. (2) If the crack is due to distress (structural), the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalIing of the pavement. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved fay the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. 43. PAY ITEM - SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS SP-17 i COUNCIL OF GOVERNMENTS. 2. MATERIALS 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001 543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shaft furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 2.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. Self-Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED **** Non Volatile Content, %min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 **** Skin-Over Time, minutes max. 60 #**# Cure Time,days 14 to 21 Full Adhesion, days 14 to 21 AS CURED-AFTER ASTM D 412, Die C Mod. Elongation, %min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles'@ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod_) ASTM D 3583 Adhesion to Asphalt, % Elongation rain. 600 (Sect. 14 Mod.) 2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the"Construction SP-18 Detail"sheet for the various joint details with their respective dimensions. 3. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail"sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints,the initial 114 inch width"green"saw-cut and the"reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant,the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 4. EQUIPMENT 4.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 4.2 Concrete Saw:The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 4.3 High Pressure Water Pump:The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 4.4 Air Compressors:.The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 4.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the joint. 4.7 Sandblaster:The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 4.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 5. CONSTRUCTION METHODS 5.1 General:The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints:The joints shall be saw-cut to the width and depth as shown on SP-19 the"Construction Detail"sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints: Immediately after sawing,the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev_ 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in I the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F(4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal ` the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 6. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a SP-20 written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 7. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in"MEASUREMENT"for"SILICONE JOINT SEALING",which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment,tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. 44. PAY ITEM - 7"CONCRETE CURB: The Contractor may, at his option,construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty(30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter,the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45. PAY ITEM - RETAINING WALL: This item will consist of placing retaining walls in locations and at heights determined by the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk"where applicable. All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the Contractor. 46, PAY ITEM - REPLACE EXIST. CURB AND GUTTER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 47. PAY ITEM -HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans, as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY ITEM - -6" PIPE SUBDRAIN: SP-21 i No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. 49. PAY ITEM - TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing"a safe place to work"for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials,tools, labor, equipment and incidentals necessary, including removal of the system. Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe. 50. PAY ITEM - 8"THICK LIME STABILIZED SUBGRADE &CEMENT FOR SUBGRADE STABILIZATION: See Standard Specifications Item No.210, "Lime Treatment(Material Manipulation)"and Specification Item No. 212, "Hydrated Lime and Lime Slurry"for specifications governing this item. Quantities for this pay.item are approximate and are given only to establish a unit price for the work. The price bid per square yard for"8"THICK LIME STABILIZED SUBGRADE"as shown in the Proposal will be full payment for all labor, equipment,tools and incidentals necessary to complete the work. The price bid per ton for"LIME FOR SUBGRADE STABILIZATION" as shown in the Proposal will be full payment for materials necessary to complete the work. 51. PAY ITEM -6" H.M.A.C. PAVEMENT (Thickness Tolerances and HMAC Testing Procedures) The base course shall be a 3" deep Type "B" course placed in one lift. The surface course shall be a 3"deep Type"D"course placed in one lift. All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than 1/2 of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his SP-22 own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 1) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type"B" and "D" asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two(2)years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type"B"asphalt a maximum of 20% rap may be used. No Rap may be used in type"D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor)the Contractor is approved for placement of the asphalt. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type"B"and for Type"D"asphalt will be 91%of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type"B" and"D"asphalt. Densities on type"B" must be done before Type"D"asphalt is applied. Cores to determine thickness of Type"B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. 52. PAY ITEM - CONCRETE FLAT WORK CURB CURB& GUTTER SIDEWALKS LEADWALKS WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed. No payment will be made for flatwork until the pay item has been completed, which includes backfilling and finished grading. 53. PAY ITEM—REMOVE EXISTING CONCRETE SIDEWALK DRIVEWAYS STEPS LEADWALKS AND WHEEL CHAIR RAMPS: This item includes removal of existing concrete sidewalks, driveways, steps, leadwalks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No. 104"Removing Old Concrete", for Specifications governing this item. SP-23 54. PAY ITEM—REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55. PAY ITEM—REMOVE EXISTING CURB INLET: This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 56. PAY ITEM—6"THICK REINFORCED CONCRETE DRIVEWAY: See Standard Specification Item No.504, "Concrete Sidewalks and Driveways"for specifications governing this item as well as details S-S5 and S-S5A. The price bid per square foot for"6"THICK REINFORCED CONCRETE DRIVEWAY"as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 57. PAY ITEM--REMOVE AND CONSTRUCT CONCRETE STEPS: See Standard Specification Item No. 516, "Concrete Stops"for specifications governing this item as well as details SM-3. The price bid per each for"REMOVE CONCRETE STEPS"and "CONSTRUCT CONCRETE STEPS" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the removal and construction of each set of concrete steps. 58. PAY ITEM—4' STANDARD CONCRETE.SIDEWALK LEADWALK AND WHEELCHAIR RAMP: All applicable provisions of standard Specifications Item 104"Removing Old Concrete"and Item 504 "Concrete Sidewalk Driveways"shall apply except as herein modified. The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign which has been erected by the City. The Contractor shall contact Signs and Marking Division, TPW (Phone 871-7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufacturers instructions. "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. s The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." 59. PAY ITEM—REMOVE AND REPLACE FENCE: SP-24 This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in removing and salvaging the materials to they may be used in reconstructing the fence. Their constructed fence shall be equal in every way, or superior,to the fence removed. The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence, and for any damage or injury sustained by persons, livestock or property on account of any act of omission, neglect or misconduct of his agents, employees, or subcontractors. The unit price per linear foot shown on the Proposal shall be full compensation for all materials, labor, equipments, tools and incidentals necessary to complete the work. 60. PAY ITEM—STANDARD 7" CURB AND 18" GUTTER: All provisions of Standard Specification No. 502 `Concrete Curb and Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a. A minimum of 5" or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction details. b. If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. Standard Specifications Item No. 502, shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7)gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five(5)sacks of cement per cubic yard of concrete is required. 61. PAY ITEM--REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS: This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim and miscellaneous items within the right of way which may be damaged or removed during construction. When possible, the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items. Items which are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. 62. PAY ITEM—BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No. 200 sieve, a minimum of 85 percent passing the No. 4 sieve, and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity(permeability) of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non- expansive earth fill. 63. PAY ITEM—CEMENT STABILZATION: All applicable provisions of Item 214, `Portland Cement Treatment'shall apply. SP-25 i i 64. PAY ITEM—CEMENT: All applicable provisions of Item 214, `Portland Cement Treatment' shall apply. 65. PAY ITEM---NEW 7"CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. 66. PAY ITEM—STORM DRAIN INLETS: An alternative method of construction for these items will be"Pre-Cast" manholes and inlets. If the Contractor desires to use this method, he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre-Cast construction must be equal or superior to the strength requirements for this item as set out in Item 444, "Manholes and Inlets"and said construction shall be in compliance with all other requirements of Item 444 where applicable. 67. PAY ITEM—TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN: Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area. Payment will be made for the quantity of earth excavated/backfilled. The placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications. All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 68. PAY ITEM - STORM WATER POLLUTION PREVENTION (FOR DISTURBED„AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity).The Contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be SP-26 obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOI): if the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required$100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water& General Permits Team; MC-228 P.O. Box 13087 Austin,TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth,TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water&General Permits Team; MC-228 P.O. Box 13087 Austin,TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available.for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The Contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the SP-27 preparation of the SWPPP_ Modifications may be required to fully conform to the requirements of the Permit. The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL PROVISION 23 - 40 SHALL BE APPLICABLE. 69. PRE BID ITEM - PROJECT DESIGNATION SIGN: The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/a" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 70. PRE BID ITEM - UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the"Contractor" responsibility to provide SP-28 the;services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made-for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. 71. PRE BID ITEM - TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 72. PRE BID ITEM - ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade.The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment,tools and incidentals necessary to complete the work, 73. PRE BID ITEM - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 74. PRE BID ITEM - ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes, which are within 0.1'of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 75. NON-PAY ITEM - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. 77. NON-PAY ITEM - PROTECTION OF TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. SP-29 1 By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871- P 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by 1 the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. i 78. NON-PAY ITEM - CONCRETE COLORED SURFACE: f Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay item. No direct payment will be made for this item and it shall be 1 considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. 79. NON-PAY ITEM - PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment(and all subsequent payments until completed) of the appropriate bid items) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the ' roadway and right-of-way is cleaned up to the satisfaction of the Engineer. +. 80. NON-PAY ITEM - PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 81. NON-PAY ITEM - NOTIFICATION OF RESIDENTS: 1 SP-30 directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dames, berms, sediment basins, fiber mats,jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way, clearing and grubbing,the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contaminatior of adjacent streams, other water course, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way,clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic,temporary soil- erosion-control measures shall be performed as directed by the Engineer. 0. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 0. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 0. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall betaken during the construction and removal of such barriers to minimize the muddying of a stream. 0. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not part of the finished work. 0. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be giver for this work. SP-33 a 91. NON PAY ITEM -TRAFFIC CONTROL: The Contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 392-8712, at the pre-construction conference_ Although work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction,the Contractor shall contact the Transportation and Public Works Department, Signs and 1 Markings Division, (Phone Number 871-7738) to remove the sign. In the case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required i specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Werk shall not be perforated on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." SP-34 l (To be printed on Contractor's Letterhead) Date: DOE No: 4841 PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: Normandy Road—Ederville Road to Queen Street _ MAPSCO LOCATION: 78D,79A LIMITS OF CONST.: Estimated Duration of Construction on your Street: days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREETS 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 SUPERINTENDENTS AT <TELEPHONE NO.> OR Mr. <CITY INSPECTORS AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 L PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. SP-35 1 s t 02488 HYDRO-MULCH SEEDING r 1.00 GENERAL 1.01 WORK INCLUDED Furnish labor, material, equipment and incidentals necessary to prepare the ground,furnish and install fertilizer and hydromulching seed or a mixture of seed of the kind specified in areas disturbed by the construction operations. 1.02 QUALITY ASSURANCE [NOT USED] 1.03 SUBMITTALS Submittals shall be in accordance with 01300, SUBMITTALS and shall include: A. Texas Testing Seed Label B. Specification of fertilizer to be used 7 1.04 STANDARDS The applicable provision of the following standard shall apply as if written here in its entirety: Texas Seed Law 1.05 DELIVERY AND STORAGE [NOT USED] 1.06 JOB CONDITIONS [NOT USED] 1.07 OPTIONS [NOT USED] 1.08 GUARANTEES The Contractor shall fertilize and reseed any area which fails to survive for a period of one year from the date the project is accepted by the Owner. 2.00 PRODUCTS 2.01 MATERIALS A. GENERAL Seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of the time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. B. SEED The specified seed shall equal or exceed the following percentages of purity and germination: Cornmr;,_in Hare y Fu-ily Gerrnlr�allbn Common Bermuda Grass 95% 90% Gulf Coast Annual Rye 95% 90% Hydra-Mulch Seeding 02488-1 FTW 05233 C. MULCH The mulch shall be natural cellulose fiber mulch produced from grilling clean,whole wood chips, or fiber produced from ground newsprint with a labeled ash content not to exceed 7%. The mulch shall be designed for use in conventional mechanical planting, hydraulic planting of seed or hydraulic mulching of grass seed, either alone or with fertilizers and other additives. The mulch shall be such that, when applied,the material shall form a strong, moisture- retaining mat without the need of an asphalt binder. D. FERTILIZER Pelleted or granulated type fertilizer of the composition for the season of the year at which applied shall be used: 1. Early season (April 1-June 1) 21-0-0 2. Normal season (June 1-Sept 1) 10-10-5 3. Late season (Sept 1-Nov 1) 6-12-12 2.02 MIXES [NOT USED] 2.03 FABRICATIONS[NOT USED] 2.04 MANUFACTURED PRODUCTS [NOT USED] 3.00 EXECUTION 3.01 PREPARATION After the areas disturbed by construction operations have been backfilled and completed to the original pre-construction lines and grades shown on the plans and as provided for in other items of this contract, perform hydromulch seeding in accordance with the requirements hereinafter described. 3.02 INSTALLATION A. CULTIVATION Cultivate areas to be seeded to a depth of at least 4". Cultivate the seedbed sufficiently to reduce the soil to a state of good tilth when the soil particles on the surface are small enough and lie closely enough together to prevent the seed from being covered too deep for optimum germination. Cultivation of seedbed will not be required in loose sand where depth of sand is 4" or more. Maintain the cross-section previously established throughout the process of cultivation and any necessary reshaping shall be done prior to any planting of seed. B. PLANTING SEASON AND APPLICATION RATES 1. Perform planting between the dates specified for each type except when specifically authorized in writing. The seeds planted per acre shall be of the type specified with the mixture, rate, and planting dates as follows: 2. Common Bermuda Grass- hulled,twenty(20) pounds per acre- February through August or a combination of 3. Common Bermuda Grass - unhulled, fifteen (15) pounds per acre and Gulf Coast Annual Rye- unhulled, fifteen (15) pounds per acre-August through February. 4. Apply fertilizer uniformly at the average rate of four hundred (400) pounds per acre. C. HYDRO-MULCH (CELLULOSE FIBER) SEEDING Uniformly distribute the fertilizer, seed or seed mixture, in the quantity specified over the areas to be seeded. Mechanical equipment shall be such that all varieties of seed as well as fertilizer may be distributed at the same time, provided that each component is uniformly Hydro-Mulch Seeding 02488-2 FTWO5233 a applied at the specified rate. When seed and fertilizer are to be distributed as a water slurry, apply the mixture to that area to be seeded within 30 minutes after all components are placed in the equipment. Upon completion of planting the seed, spread cellulose fiber mulch a uniformly over the area at the following rates: Sandy soils with 3:1 slope or less—min. 2000 lbs/acre Sandy soils with greater then 3:1 slope—min. 2300 lbs/acre Clay soils with 3:1 slope or less - min. 2500 lbs/acre Clay soils with greater then 3:1 slope - min. 3000 lbs/acre The rates are given in dry weight of mulch per acre. A mulching machine, approved by the Owner's Representative, shall be equipped to eject the thoroughly wet mulch material at a uniform rate to provide the mulch coverage specified. D. MAINTENANCE Water the planted area at such times as necessary for a period of one (1) year after final acceptance of the project by the Owner. Fertilize and reseed any area which fails to survive for a period of one (1) year from the date the project is accepted by the Owner. i l END OF SECTION 4 E I Hydro-Mulch Seeding 02488-3 FTW05233 i i GENERAL CONSTRUCTION NOTES 1. Applicable design and details shall conform to "General Contract Documents and Specifications far Water Department Projects"(GCD)effective July 1, 1978,with the latest revisions.. 2. All horizontal, blocking, cradle blocking, and vertical tie-down blocking to be in accordance with Fig. (s) 9, 10, and 11 of GCD: # j, 3; The proposed water and/or sewet mains at time will be laid close to other existing utilities and structures both above and below the ground The contactor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TEE cables, drainage pipes, utility services and all other utilities and structure both above and below- .the ground during construction. It is the contractor's responsibility to notify all utility owners prior to any construction In the area and verify the actual location of all buried utilities that may or may not be shown on.the plans. The contractor shall preserve and protect all underground and overhead facilities and be responsible for any damage he may cause to them. The Contractor shall contact the following at least 48_hours prior to 1 excavating at each location: Fort Worth Water Department 817•-392-8306 Fort Worth Transportation &Public Works Light and Signal Division 817-392-8100 TXU Electric&Gas 800-242-9113 Southwestern Bell Telephone Company 800-246-8464 L i Texas One Call Fiber Optics Location (MCI, AT&T, Sprint,etc.) 800-245-4545 Charter Communications 817-246-5538 For Other Facilities 600-DIG-TESS i 4 Contractor shall verify the elevation, configuration. and angulation of existing line prior to.constrtuction of tie- iri 'materials Such verification shall be considered as subsidiary_ cost of project and no additional E compensation will be allowed. Elevation adjustments at connections may be Meade with bends, offsets, or joint deflections.. All nonstandard bends shall be made using the closest. standard M.J. Fittings with the required joint deflections. (Detiections not to exceed manufacturer's recommended deflection per joint_) i 5. Contractor shall keep at least one 'lane of traffic open at all times during construction and access to all places of business and residence at all times. (reference C6-6 5 GCD) j 6. No excavated materials, backfill materials,.equipment, or supplies shall be stored.within.tloodways or drainage-easements.- (reference Cfi-i 6 GCD) i 7 Trenches which lay outside existing or future pavements shall be bacldi[led above the top of the embedment with Type "C" backfill material. When Type "C" backfill material is not suitable, at he direction of the Engineer, Type "B" material shall be used. All backfill material shall be,compacted to a rninimum of 60% proctor density by means of tamping only. Trenches which cross under existing or future pavement shall be backfilled per Fig. 'B" with 95% proctor density by jetting, tamping, or a combination of such methods., Pavement repair shall be permanent pavement replacement per Figure 4. S. The top of the water lines shaft be minimum of 3'-6" below the top of the adjacent curb for 12" and smaller } mains except where otherwise shown on these plans.. 9 All existing water services which must be relocated due to the relocation of the water main shall be replaced with 'i" .minimum copper tubing unless a larger size is indicated on the plans Corporation stops shall be. fully opened prior to trench backfill.. Curb stops with lock wings shall be tested for full flow when the system is pressure tested I 10 All sanitary sewer services encountered which must be relocated to provide adequate clearance with the proposed storm-sewer shall be replaced to the property line as directed by the Engineer s T.&P.W.GENERAL CONSTRUCTION NOTES 1. Contractor is responsible for maintaining water and sewer connections in working order at all times In no case shall services be allowed to remain out of service overnight. j 2.. Contractor shall become familiar with the terms and conditions set fourth in temporary construction { easements. Ingress and egress is allowed on private property in order to access temporary construction easements. In the areas where no construction easements are available,contractor shall limit activities to within the existing utility easement. F 3.. Contractor shaEI verify the elevation,configuration and location of existing fines prior to construction_ Such verification shall be considered subsidiary to the cost of the project and not additional compensation will be allowed. .� 4. The contractor shall remove from the project area all surplus material.This shall be incidental and not a separate pay item. Surplus rriateriafs from excavation including dirt,concrete,-trash,etc., shall be properly disposed of at a site approved by the city inspector 5_ The contractor shall preserve-and protect or remove and replace(with prior approval of affected s property owner) any trees,shrubs, hedges,landscaping etc.., in or near proposed construction area This work shall be considered incidental and not a separate pay item.. 6. All grass areas damaged by construction shall receive 4"of topsoil and solid sodding. Contractor shall remove and replace existing topsail whenever possible_ 4 7 The contractor shall remove all fences interfering with construction operation within roe and/or easements removed fences.shall be replaced with new fence or undamaged original fencing with prior approval of property owner j 8- The contractor shall make necessary provision for the support and protection of all utility poles,gas J mains,telephone cables, sanitary sewer lines, electric cables, drainage pipes, utility services, and all other utilities, and the structures both above and below ground during construction_The contractor is liable for all damages done to such ezistino facilities as a result of the contractor's operations_ 9. Contractor shall submit written request to the engineer fpr approval of all areas to be used for staging, mobilization, equipment and friaterial storage and general project construction management., Request shall be submitted to the engineer within five(5)days of notice to proceed. 1-0 Contractor shall be responsible for maintaining general safety at and adjacent of the project area,. inctuding tare personal safety of the construction creuv avid general public and the safety of public and private property ( Y 11 All barricades,warning signs, fight devices,etc., for the guidance and protection of traffic and pedestrians must conform-the installation shown on the 1980 Texas Manual.of Uniform Traffic Control Devices,as currently amended, by the Texas State Department of Highways and Public Transpbrtation. 12. The contractor is responsible for keeping streets and sidewalks adjacent to the project free of mud and debris from the.construction 13. Two-way traffic must.be maintained at all times. One lane of traffic around construction operations in progress with adequate safeguards will be acceptable, unless otherwise directed by the engineer 14. Contract shall have utility companies locate and mark all underground facilities before beginning excavation.. t E 15.. The contractor-shall clean up and restore the area of operations to a condition as good as or better than that which existed prior to the project. ( SUBGRADE&PAVEMENT NOTES 1. The contractor shall pulverize the existing pavement/base to a depth of eight (8) inches below the surface of the existing pavement ( 2. After pulverization the contractor shall temporarily remove& stockpile the pulverized material-in order to grade to the proposed street profile per plans 3. Removal of any sub-base material shall start a minimum of eight (8) inches below the surface of the existing pavement.. 4.. After grading is completed the contractor shall mix the pulverized material with five(5)percent portland cement and spread the material as a subgrade all in -accordance 'with item 214 portland cement treatment (material manipulation) of the City of Fort Worth standard specification for street and storm drain construction and as follows- 'Cement shall be applied only to such an area that all the operations can be completed in daylight within six(ti)hours of such application.. 'Gradations have to be taken after mixing cement 'No equipment expect that in the spreading and rnizing will be allowed to pass over the freshly spread cement until it is mixed with the soil.. *Any mixture of soil and cement that has not been compacted and_fnfshed shall not remain undisturbed for more than thirty(30) minutes. 'Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit-surface free of cracks, ridges or loose material, tt conforming to the crown, grade and line shown on the plarts. *After the roadway has been finished, as specified herein, it -shall be immediately protected i against rapid drying bu apply two-tenths (0 2) gallons per square yards of rc-2 or some other e.p-.a approved water based emulsion. Should it be necessary for construction equipment or other traffic-to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of materia! - *The contractor's haJll also rhaintain this protective cover during the seven(7) day curing period so that all the sail cement base opened to local traffic as soon as the water based course will j be covered effectively. { "The soil cement course may be opened to local traffic as soon as the water based emulsion has been applied and dusted or sanded as necessary to prevent pickup of material by traffic. It may be opened to all traffic after seven(7)days. 5 After the minimum seven (7) day of curing the contractor shall overlay with three (3) inches of HMAC type "d" surface course on top bf the new base according to the standard specifications item number l 312 "Hot-Mik Asphaltic Coricrete" and 31.3 "Central Plant Recycling Asphaltic Concrete" of the City of IFort Worth standard specifications of street and storm drain construction Standard specification 312.5 (1) shall be revised as follows: the prime coat or the asphaltic mixture shall not be placed unless the air temperature is fifty. (50) degrees fahrenheit and rising. The temperature being taken in the shade and way from artificial heat_ Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the engineer. The contractor shall finish a batch design of the proposed Hor Mix Asphaltic Concrete for city approval 48 hours prior to - placing the HMAC The city will provide laboratory control as necessary s i r l i ' 1 i+ 16. The contractor is responsible for maintaining the existing storm drain system until the proposed system is in service in no case should the contractor leave the existing storm sewer out of service where by runoff would cause damage to adjacent homeowners. 17. Vertical deflections and pipe slopes for existing utilities shown on plans were obtained from record drawings and have not been field verified. Some pipe slopes were adjusted to match surveyed manhole flowlines. Rime elevations and horizontal locations of existing.manholes were determined from field survey's. 18. No equipment or material shalt be deposited on private property without-written permission from the property owners. If the contractor places excess material.in the ware without written permission, he will be responsible for all damages resulting from such fill and he shall.remove the material at his own cost, of the engineer so directs. 49_The location of driveways, steps, and retaining wall, etc.., and all water, sanitary sewer, storm sewer, telephone, gas,electric, and cable television utilities shown on these plans are approxirnate,Accurate locations shall be verified at the time of construction after consultation with the property owners and the respective utility companies. 20.The contractor shall construct all drainage streams from the downstream end to allow continued storm drain service. if.the contractor chooses toconstructthe system other-wise, he shall present propdsed construction staging at the pre construction meeting 21.. The contractor'spersonnel shall wear identifying clothing or hats at all times f 22. Construction activities shall be limited to the hours of 8:00 a.m. to 6'00 p m. unless approved or directed by the engineer_ 23 The adjustment and/or relocation of'sprinkler head encountered shall be paid for under miscellaneous # utility adjustment pay item in the proposal for section of the specifications ana contract documents I., i j 1 - _ f r t SANITARY SEWER GENERAL NOTES f 1. The contractor shall furnish a traffic control plan, for all working areas, to the City Traffic Engineer for approval prior to the pre-construction meeting. Two-way traffic must be maintained at all times. One lane of travel around construction operations in progress with adequate safeguards will be acceptable on minor streets only. All barricades, warning signs, light devices, and etc., for the guidance and protection of traffic and pedestrians, must conform to the installation shown in the 1980 Texas Manual on Uniform Traffic Control Devices, as currently amended, Texas Department of Transportation. The cost for traffic control shall be subsidiary to the unit prices for this project. 2. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilizing a trench safety plan, prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre-construction meeting. 3. All work shall be performed in accordance with City of Fort Worth Water Department standard specifications and details, except where modified in these plans or in the special conditions of the contract documents. 4. The contractor shall distribute letters to all affected property owners prior to beginning work on each property. The letter shall include names and telephone numbers of contractor contacts, a description of the work to be done, and the time frame for doing the work. Copies of the letter shall be forwarded to the city inspector. The contractor shall notify residents 48 hours in advance of performing any work on private property. Distribution of letters shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 5. Contractor shall be responsible for maintaining general safety at and adjacent to the project area, including the personal safety of the construction crew and general public and the safety of public and private property. Contractor shall provide temporary sanitary sewer facilities to affected property owners, if necessary. Not a separate pay item. 6. When it is required that a Contractor work in private property, the Contractor shall contact the property owner 48 hours prior to construction. Once the pipe has been installed or rehabilitated, the Contractor shall immediately commence surface restoration. Surface restoration must be completed to the owner's satisfaction within ten (10) working days. Failure to maintain site restoration, as noted above, may result in deferment of further pipe installation activities. 7. The contractor may elect to video all potentially impacted private property areas prior to work. Videos shall include date notation and audio identification of property address and main/lateral name. This pre-construction video taping of impacted properties shall be considered subsidiary work. S. Contractor's personnel shall have identifying clothing or hats at all times. The contractor shall also have identification on all vehicles. 09/01/04 1 9. Construction activities shall be limited to the hours of 7:00 am to 6:00 p.m. unless approved or directed by the engineer. 10.The location of all sanitary sewer, water, storm sewer, telephone, gas, electric, cable television utilities, driveways, retaining walls, structures, etc., which may be shown on these pians are approximate. The contractor shall verify the exact size, location, elevation, and configuration of all utilities and structures prior to construction. Contractor shall coordinate with appropriate utility companies and property owners to mark and locate all underground facilities prior to construction. Such verification shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 11. Existing vertical deflections and pipe slopes shown on the plans were obtained from record drawings and have not been field verified. Some pipe slopes were adjusted to match surveyed manhole flow lines. Rim elevations, flow lines and horizontal locations of existing manholes were determined from field survey. 12. The proposed sanitary sewer lines at times will be laid close to other existing utilities and structures both above and below ground. The contractor shall make necessary provisions for the support and protection of all utility poles, gas mains, telephone cables, sanitary sewer lines, water lines, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below ground during construction. The contractor is liable for all damages done to such existing facilities as a result of the contractor's operations. 13. Contractor shall conduct a Pre-Construction Television Inspection of all existing sanitary sewer lines, which are to be abandoned or rehabilitated via trenchless methods, to verify locations of all sewer service connections prior to construction of entire project. 14. Contractor shall ensure that all active services can be reconnected and/or rerouted to new sewer main/lateral- Contractor shall notify the City of any potential conflicts prior to construction so modifications to the plans can be made if necessary. Not a separate pay item, this work shall be subsidiary to Pre-Construction Television Inspection of Sanitary Sewer Lines. 15. Contractor shall verify that all connections to the sanitary sewer system are for sanitary sewer only. Contractor shall notify City of all known illicit connections. 16. Contractor is responsible for maintaining water and sewer connections to all homes and businesses in working order at all times, except for brief interruptions in service for sewer services to be reinstalled. In no case shall services be allowed to remain out of service overnight. 17. The contractor shall be liable for all damages to properties, homes, and basements from backup, which may result during the installation of the new pipe and/or abandonment of 09/01/04 2 i a i existing pipe. The contractor will be allowed to open clean outs where available. The contractor will be responsible for all clean up associated with opening clean outs. 18. The contractor shall preserve and protect or remove and replace (with prior approval of City Parks and Community Services and/or affected property owners) all trees, shrubs, hedges, retaining walls, landscaping, buildings, walks, etc., in or near proposed construction area. This work shall be considered incidental and not a separate pay item. 19. The contractor shall remove all fences, located within easements, interfering with construction operation and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences shall be considered subsidiary to the project cost and reflected in the unit bid prices for various items listed in the proposal. i 20. Contractor shall sawcut existing curb and gutter, pavement, driveways, and sidewalks at areas where pavement or concrete is to be removed. Sawcuts will be considered subsidiary to the price bid for linear feet of sanitary sewer. 21_ Contractor shall protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated. At locations where the curb and gutter are to be replaced, the contractor shall assume all responsibility for the re-establishment of existing street and gutter grades. Establishment of grades shall be performed prior to construction and is not a separate pay item, but shall be considered incidental to the project price. 22. All embedment shall be in accordance with City of Fort Worth Water Department Specification E2-2, and E2-3. All pavement repair shall be per City of Fort Worth Transportation and Public Works Pavement Repair Figures 2000-t to 2000-3. Pavement areas shall receive backfill per Figure, A. Nonpaved areas shall receive type "B° or "C" backfllll per City of Fort Worth Water Department Specifications E1-2 and E2-2. 23.All driveways, which are open cut, shall have at least a temporary riding surface at the end of each day. The temporary surface will be considered a non-pay item. 24. Contractor shall bypass pump sewage around sections of pipe prior to being replaced or rehabilitated. Not a separate pay item. Payment shall be incidental to replacement of sewer. 25. New manholes shall be constructed such that the manhole cover is at finished surface grade, or as noted on the plans. Concrete collars and watertight manhole inserts shall be provided with all new manholes, as required for this project. 26. The contractor is responsible for keeping streets and sidewalks adjacent to project free of mud and debris from the construction. 09/01/04 3 27.The contractor shall cleanup and restore the area of operations to a condition as good as or better than that which existed prior to replacement or rehabilitation of the pipe. 28. The contractor shall remove from the project area all surplus material. This shall be incidental and not a separate pay item. Surplus materials from excavation including dirt, trash, etc. shall be properly disposed of at a site acceptable to the City's Flood Plain Administrator if within the City limits. If the location is not within the City limits, the Contractor shall provide a letter stating so. No excess excavated material shall be deposited in low areas or along natural drainage way without written permission from the affected property owner and the City's Flood Plain Administrator. If the contractor places excess material in the areas without written permission, he will be responsible for all damage resulting from such fill and he shall remove the material at his own cost. 09/01/04 4 i 3 f WATER SEWER GENERAL NOTES 1. Water Systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer design" dated June 1984, with the latest revisions, + as established by the City of Fort Worth Water Department for water and sewer projects. 2. Applicable design and details shall conform to Part E of the General Contract documents and specifications for Water Department projects, effective July 1, 1978, with latest revisions. 3. Existing utility data is provided for information only. Although this data is shown as accurately as possible, the contractor is cautioned that the City and the Engineer neither assumes nor implies any responsibility for the accuracy of this data. i 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. The contractor shall keep at least one lane of traffic open at all times during construction. 6. Horizontal blocking for water lines has been omitted for clarity, however blocking shall be constructed in accordance with Figure 9, Section EI-20 and E2-20 of the "General Contract Documents and specification for Water Department Projects." 7. Trenches which lie outside existing pavements shall be backfilled above the top of the embedment with Type "C" backfill material when Type "C" backfill material is not t suitable and at the direction of the Engineer, Type "B" material shall be used. All backfill material shall be compacted to a minimum of 95% proctor density by means of tamping only. Trenches, which cross under existing pavement, shall be backfilled per Fig. "A" and compacted to 95% of standard proctor density at a moisture content of -2%to—4%of optimum moisture content. 8. Top of water lines shall be a minimum of 3'-6" below top of curb except where shown otherwise in these plans. 9. Valves shall be installed where designated on these plans. 10. Fire hydrants shall be a minimum of 3'-0" behind the face of curb and in line with property/lot lines except where shown otherwise in these plans. 11. Insert cleaning PIG in water main where directed. "Cleaning PIG" shall be provided by Contractor_ 12. Install chlorination and sampling points at designated locations per Figure 27 of the "General Contract Documents and specifications for Water Department Projects." 13. Corporation stops shall be tested for full flow when the system is pressure tested. 14. Contractor is responsible for all trench safety_ The contractor shall construct the proposed work utilizing a trench safety plan prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre-construction meeting. 15. All water lines crossing below storm sewer lines shall be ductile iron pipe unless noted otherwise. 9110/04 1 16. All water services shall be installed over storm sewers, except where shown otherwise. 17. Elevation adjustment at connections may be made with bends, offsets, or joint deflections (Joint deflections not to exceed manufacture's recommendations or as deemed appropriate by the engineer). 18. All non-standard bends shall be made by using the closest standard MJ fittings or fittings with the required joint deflections (deflection not to exceed the manufacturer's recommended deflection per joint). 19. All existing 314-inch water service lines shall be replaced with 1-inch Type K Copper service lines, with 1-inch corporation stops and if required 1-inch tapping saddle and 1-inch x 314-inch reducer at the 314-inch curb stop as directed by the Engineer. 20. All existing water meters shall be relocated 3' behind curb or as directed by the Engineer. 21. Existing utility crossing shown on profile are from reference plans, and from information obtained from the utility companies. It shall be the contractor's responsibility to field-verify the horizontal and vertical locations of the existing utilities. 22. The contractor shall install a 2" temporary water service main. 23. The contractor personnel shall wear identifying clothing or hats at all times. The contractor shall also have identification on all vehicles. 24. Construction activities shall be limited to the hours of 7:00 AM to 6:00 PM unless otherwise approved or directed by the engineer_ In the case of aderial strpeCs, 9-100 AM and 4:00.:FM..gnly_ 25. Contractor is responsible for maintaining water and sewer connections to all homes and businesses in working order at all times, except for brief pre-notified interruptions in water services. In no case shall services be allowed to remain unreinstated overnight. 26. The contactor shall saw cut existing curb and gutter pavement, driveways and sidewalks in areas where pavement or concrete is to be removed. Saw cutting will be considered subsidiary to the price per linear foot of pipe. Contractor shall provide compacted select material as needed to repair damaged drives, streets, walks and patios. 27. The contractor shall remove all fences, located within easements and parkway, interfering with construction operations and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences shall be considered subsidiary to the project cost and must be reflected in the unit bid prices for various items listed in the proposal. 28.The contractor is responsible for keeping streets and sidewalks adjacent to the project free of mud and debris arising from the construction activity. 29. All barricades, warning signs, light devices, etc.for the guidance and protection of traffic and pedestrians must conform to the installation shown in the 1980 Texas Manual of Uniform Traffic Control Devices as currently amended, Texas State Department of Highways and Public Transportation, 9110104 2 SECTION UNITS I & II: 'WATER DEPARTMENT & TRANSPORTATION / PUBLIC WORKS CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACT CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AGOM CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) 8/31/2006 PRODUCER (817)336-8520 FAX (817)336-6501 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Tucker Agency, Ltd. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 2285 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth TX 76113 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Ameri sure Insurance Co. STABILE & WINN, INC INSURER B: PO BOX 79380 INSURER C: INSURER D: SAGINAW TX 76179-0380 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rT ADWL POLICY EFFECTIVE POLICY EXPIRATION INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDNY) LIMITS A GENERAL LIABILITY CPP 2030252 01 6/28/06 6/28/07 EACH OCCURRENCE $ 11000,000 DAMAGE REIN x COMMFRCIALGENERAL LIABILITY PREMSESOEaoccurence $ 300.000 CLAIMS MADE Fx_1 OCCUR MED EXP Any one person) $ 10,000 PERSONAL&ADV INJURY $ 11000,000 GENERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY X JPERR L LOC A AUTOMOBILE LIABILITY CA 2030251 01 6/28/06 6/28/07 COMBINED SINGLE LIMIT X ANY AUTO (Fa accident) $ 11000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) S HIRED AUTOS BODILY INJURY $ X NON-OWNFDAUTOS (Peraccident) i PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ A EXCESSIUMBRELLA LIABILITY CU 2030253 01 6/28/06 6/28/07 EACH OCCURRENCE $ 2,000,000 OCCUR F CLAIMS MADE AGGREGATE $ 2,000,000 I $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WC 2030255 01 6/28/06 6/28/07 x WCSTATU- OTH- TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICEPfMFMBFR EXCLUDED? 1,000,000 E.L.DISEASE-EA EMPLOYEE$ If yes,describe under 11000,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATEONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Re: 2004 Capital Improvement Program Paving, Drainage, Water t, Sanitary Sewer Improvements for Normandy Road (Ederville Rd to Queen St) -- City of Fort Worth, its officials, employees and servants are additional insured where required by contract. Waiver of subrogation in favor of City of Fort Worth where required by contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City Of Fort Worth EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Contract Administrator 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 1000 Throckmorton Street FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Fort Worth, TX 76102 INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE - Tobin Tucker/JUDY `�- 25(2001108) ©ACORD CORPORATION 1988 irM INS025(0108).05 ELECTRONIC LASER FORMS,INC.-(800)327-0545 Page 1 of 2 S CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW ' Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4841 and City of Fort Worth Project No. C200- 208400016883/P253-608170016883IP258-708170016883. r CONTRACTOR Stabile &Winn. Inc. By: -- Name: Z'eAzv.Y Ia��aQ�v�1 f 1! Title: V c-E %,esAoF-m-r Y Date: Sr-PT. 17.! zoa 6 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared 4 �,rr gendeirson , known to me to be the person whose name is subscribed to the forego ng instrument, and acknowledged to me that he executed the same as the act and deed of Stabile & Winn. Inc. for the purposes and consideration therein expressed and in the capacity therein stated. i Given Under My Hand and Seal of Office this 19, day of 1206 5 7 Notary Public in and for the State of Texas ALVA NELL rE�jV Notary PLI.),ic a t * STATE OF TEXAS My Comm. Exp. JUNE 5 { 4 Bond #PRF08848798 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § i Colonial American Casualty and That we (1) Stabile & Winn, Inc. as Principal herein, and (2) surety Company , a corporation organized under the laws of the State of(3) Maryland ,and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas, Obligee herein, in the sum of: One Million Three Hundred Forty-four Thousand Seven Hundred Twenty and no/100.................................... ( 1,344,720.00)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. } JiG 2 0 2006 WHEREAS, Principal has entered into a certain contract with the Obligee dated the of--- ,_2006 a copy of which is attached hereto and made a part hereof, for the construction of: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Normand Road (Prosect No.00168) 4 NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void,otherwise,to remain in full force and effect. M f , I , I 1 PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. I;C `l 0 2006 F SIGNED and SEALED this of ,200.6. ' ATTEST:0jov--, Stabile&Winn,Inc. (Principal) Secretary PRINCIPAL(4) BY: Ti e: erry Henderson, Vice-President _ (SEAL) PO Box 79380 Saginaw,TX 76179 (Address) f� Colonial American Casualty and Surety Company Witness as to Principal ty Address - _ ATTEST: - act)(5) Tracy Tucker (Surety)Secretary P 0 Box 2285 Ft Worth, TX 76113 (Address) _ (SEAL) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) Correct name of Surety (3) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 (Address) I 1 Bond #PRF08848798 1 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: �- COUNTY OF TARRANT § That we, (1)Stabile&Winn,Inc.,as Principal herein,and(2) Colonial American Casualty and Surety Company, a corporation organized and existing under the laws of the State of(3) Maryland , as surety, are held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of One Million Three Hundred Forty-four Thousand Seven Hundred p. Twenty and no/100.................................... Dollars ($1,344,720.00)for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the day of 2006, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length,for the following project: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Normand Road Pro'ect No. 0016$ NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal ! shall faithfully make payment to each and every claimant(as defined in Chapter 2253, Texas Government Code, as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be . void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to 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 statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. iwU Z u Mb 4 SIGNED and SEALED this day of, 2006. I ,1 i Stabile &_Winn, Inc. PRINCIPAL k ATTEST: By: Name: Jerry Henderson . . (Principal) Secretary a ' � Title: Vice-President � (S E Address: PO Box 79380 i Saginaw, TX 76179 Ps s to Principal - Colonial American Casualty and Surety Company SURETY r ATTEST: B E Name: Tra Tucker Secretary Attor ey in Fact (S E A L) Address: P 0 sox 2285 Ft Worth, TX 76113 Witness as to Surety / Telephone Number: 817/336-8520 i i NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. f (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. i i F i Bond #PRF08848748 MAINTENANCE BOND THE STATE OF TEXAS 4 COUNTY OF TARRANT Colonial American Casualty and That Stabile &Winn, Inc. ("Contractor"), as principal, and Surety Company I a corporation organized under the laws of the State of Maryland ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of One Million Three Hundred Forty-four Thousand Seven Hundred Twentyand no/100........................................................................................................................ Dollars ($1,344,720.00), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: . . WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the of , 2006, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Pavement Reconstruction and Water and Sanitary Sewer Maim Replacement on Portions of Normandy Road (Project No. 00168) the same being referred to herein and in said contract as the Work and being designated as project number(s) C200m206400016883/P263m6081700168831P258-708170016883 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and l condition for said term of Two 2 ears; and f WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth I Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to l repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 5 counterparts, each of which I shall be deemed an original, this day of , A.D. 2006. A ' 1 (_UU0 A i iJ i ATTEST: Stabile &Winn, Inc. (S E A L) Contractor By. - Secretary me; Jerry Henderson Title: Vice-President 'I WITNESS: Colonial American Casualty and Surety Company (S E A L) Surety EK Name: Tracy cker G Title: Attorney-in-Fact P 0 Box 2285 Ft Worth, TX 76113 iAddress i I f Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,corporations of thegnaryland,by FRANK E. MARTIN JR.,Vice President,and GREGORY E.MURRAY,Assistant Secretar i u thority granted by Article Vl, Section 2,of the By-Laws of said Companies,which are se4=t( se sz f and are hereby certified to be in full force and effect on the date hereof,do ,co d racy TUCKER, Tobin TUCKER and W.Lawrence BROWN, �} x p nd lawful agent and Attorney-in- Fact,to make,execute,seat and deliver, 1 alf act and deed: any and all bonds and undertakings,EXCEPT b ds�10 de t to s,Community Survivors and Community Guardians. and th i" o c b s gs in pursuance of these presents,shall be as binding upon said Companies,as fully purposes,as if they had been duly executed and acknowledged by the regularly elected of C ny at its office in Baltimore,Md.,in their own proper persons. This power of attorney revokes that issued 0 of Tracy TUCKER,Tobin TUCKER,W.Lawrence BROWN,dated May 30,2003. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,this 11th day of October,A.D.2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY �p DEPps� 819Ab 1 I By: I Gregory E.Murray Assistant Secretary Frank E.Martin Jr. vice President State of Maryland t ss: City of Baltimore f On this 11th day of October, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E. MARTIN JR., Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Companies aforesaid,and that the seals h affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. R. Dennis R. Hayden Notary Public My Commission Expires: February 1,2009 POA-F 168-2829 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2.The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power,by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of.judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE 1, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the respective By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this day of , 4"d Assistant Secretary TUCKER ER Ef Y, LTD. Bonds and Insurance 2005 While Seiliemeni Road Forl Worth, Texas 76107 (817) 336-8520 010 I o D Fidelity and Deposit Company of Maryland Home Office:P.O.Box 1227,Baltimore,MD 21203-1227 MPORTANT NOTICE To obtain information or make a co t mplalnt: You may call the Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich American Insurance Company's troll-free telephone number for information or to make a complaint at: 1-800-654-5155 fYou.may contact the Texas Department of Insurance to obtain information on companies, coverages,rights, or complaints at: 1-800-252-3439 I You xray write the Texas Department of insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX 9 (512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial American Casualty and Surety Company. If the dispute is not resolved, you may contact the Texas Department of Insurance. E ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. f S85431(TX)(05101) ,I I a i CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS a COUNTY OF TARRANT i This agreement made and entered into this the day of A.D.,2006, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11'x'day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, Stabile & Winn,Inc., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of ` certain improvements described as follows: i 1 Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Normandy Road (Project No. 001681 s 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of ? Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work f within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of I i 1 { the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth f within a period of 210 working days. j If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$420 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. 1 Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 1 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury, l damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such iniury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, i servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior i to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a Ietter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed t under a City Contract. f 7. i The Contractor agrees, on the execution of this Contract, and before beginning work, to make, { execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor i f d i and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates n/a, shall be One Million Three Hundred Forty-four Thousand Seven Hundred Twenty and no/100......................................................................................................................Dollars,($1,344,720.00). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be a sublet or assigned to anyone else by said Contractor without the written consent of the Director of the l Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties ' hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF the Ci of Fort Worth has caused this instrument to be signed in 5 City g _ counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 5 counterparts with its corporate seal attached. Done in Fort Worth, Texas,this the day of ,A.D., 2006. f 1 RECOMMENDED: CITY OF FORT WORTH BY: �G . . KAW- �I DIRECTOR,DEPARTMENT OF CITY MANAGER t ENGINEERING APPROVE). C are A. Ott, A istant Ci anagen i TRANSPORTATION/PUBLIC WORKS DIRECTOR ATTEST: Stabile&Winn,Inc. PO Box 79380 Saginaw,TX 76179 CONTRACTOR fy J i CITY SECRETARY (SEAL) Cont: tet:. 4 tion BY: � � _ Date Jerry Henderson, Vice-President TITLE 1 APPROVED AS TO FORM AND P 0 Box 79380 Saginaw, TX 76179-0380 LEGALITY: ADDRESS 1 ASST. CIYYATTORNEY November 1960 Revised May 1986 Revised September 1992 M APPENDIIE A -- STANDARD FIGURES AND DETAIL S - GEOTECHNICAL REPORT C - PERMANENT EASEMENTS AND TEMPORARY RIGHT OF ENTRY AGREEMENT APPENDIX STANDARD FIGURES AND DETAILS n a � 1 � z C) co 6 7A co U-1 .� CY) C) co o r C) 00 M � tFS R LIJ ly- Q) Q cd CD To C7 }.� co >- ti CD }E Q Q CT CD w o F .(D CY] Cd N � a . U C) © CO �+ a w 00 0C] r t ;., M o � rid ¢4 , { CL 14— �' — 0 E-1 -' �., 4-1 Q3 4 o -Ri r-4o 00 r E C o CY F- -` [I7 IQLqU� C7 - N N i N - s , st ! r It IF { kF I F =s ti. x�a.'v'rrsn.r•.r�1 EE f 1 —:.r X z-trr rsv^.r.e-r 4�•� �C f�. .. I+ ! ' EI ff3l'49 S, = EE Yt.icLl`ZIF �. 'F r Y fi r- S/✓P,aC.Y YrCro�srrzy� r���'-�: •rte-��.c`. — �-' -s'� K�—'"�� it r � �rl�/dr. �l`qQ tF 1t CITY WATER ()EPARTMENT FORT ►regRTh, TEXAS ��}a]q� m) I 9 - W 1 1 .. I 8V-1-"ASS a 11 7— l F a ' t I i � � s 3 t , Via. C-OYrr I'Mcicr Ydu/r' Gsrir'fr s r �.,c'Tubrrj� - . �.ar-a/c�frr� guard C7,cFAr`.opS rc 4 urr e � _� ;t�t•I.•al yxf^1 -�•r.. •F-s �•y �-• - .Jtf•Qf f�� ���! �L�' f Qn�Q.f�C�d �l� = Cpr7. Ec1Yanf'i-am .6y-fD�SS T E mcPo',c .6y `anfr rcror. I j .rE:xt Co��ac r- Scr-ric� Z.(r79 l � CITY WATEF DEPARTMENT FORT WOC %T'H. TEXAS lek 1c," COIVIVE-C r/o N "TAIL f , ' Y St�o��d, Fin:shad � ;6. !S Abo/ii7v i`ell. J4:5-;✓isle. 4 y CITY WATER DEPARTMENT . F(DRT WORTH, TEXAS 1 --6 E cr10 CRO 5 IN G /cICURZ 13 4Pc V. 9 I � z ff � 3 � d S s� M G 1 L Q? O ..y L C L1 &D m Q c ri"ri ,� C3 �lr.l 1 Y.-4 N u p TJ 1 1 Y lJl W � �1 � t � C1. � ❑. d1 M^• ro O 7 m R aL13 JJ N kn Ir r_r r• 1 rO� it Lu M „Q rga:�t LU. Of W. . 0.7 t� i i 133?tis cl —i 1 LLI L.J < t 0 OJ � {S Ld H f1 t W 1 H I Q F-- Lz.tED t] W t � I ` < _ E CL cn t t t W r CL �� t E t CU CL t ap ! ci c' v''``i,z, 133 41 �"cwi u w�ou u a 1 xQ o uc � Q '�Nm� t] r v �>u�i �FQ1a4. ,mvWu,"i U](mcr a u w G O 1 W pm �KY�M Qa1j0. )Cn NLLJ 'i cr. aY-Q aW❑ _ 0.4YNam6 m 1 � ? CU'a�w]N�Gm =wia4�cdiQ Z,..., z .. N aq r `-041 -N tW11��/1W Wai-O4 �U42p �Zc -Z .. C`I tWia Flil f�jWL.I qWo 1p a7�Y4 pw v1G 4rzw z r O y O H W LP-in 1"'U N j Vi 4l z G f.7�0-0- 4 fa i o a ZD O 61,InCLli ! to Z `JW 0. J f W71 a U W Y O u - Q J ¢ r � �LL4F1 r c N IE n Q u ... ILII �1 � � e ti f - C=1! u 6 !� W Q L i >n r. 6 > i p Awa. cca w ;i<Q ci L.+ _ < a a am nYY u Q �.'7i Ups u. } + Jw o 'er ��� p �a � 7 Ln pa QUp. _ .�. 1,z 4pi m G ,ry 4 ,n 6 w a .� �aa OST 'o. Maio �� U 0 a 4 N! 13 Ll cnU in J ,' xi;^{1Ui .4";si i1i_+3T 1�; "•' s o fW 94 x15 `'`1:•' -': s+, cW-�i a Q T tom.! l- m a wa c 4A m 1 4 U t!3 J m o z c 0 jaw C.?-< m Q 0 14 a wc) Aeimu ! -01 C La 11J cc - ¢ a aMW >•-a ' 0 m O � as Ur=z vu- � _ w vs Ln w LLE c (L CL ¢ () z75� LJ i uw�a d U Where H.H. Is are In street. Where M.H. 's are built Install two or more courses of in streets to be paved, brick .or concrete grade rings H.H. rim to be set to between casting and top of brick proposed paving grade cone, or concrete slab. Use standar McKinley, No. A24 AM• o Equal H.H. r d Cover . trr► �r_ `' lrt1 Jul =7,r, •, 2 - all Set in Mortar Use Cast Iron Pipe to First Joint Behind Limit of Excavation 0 rn 14" _ ... !tu 2" 3" 4 lit Z-i M.J. Cas Push-on Pluc IronTee 4.o �, nu Conc.' Collar rh[ Install Nuts Away fram.M.H, ilr L i , Wa] 1;:on'-A.J iU n• E '-4" Fitting:COR A V ._ Bolts* a If Requi.red 'Provide licr *� Stub Extens'lon At Cone�ete Limit of = � � - _E Excavation11t &Mof P.E. in M.H. ar1 Standard 4' Di M. H. Detai ' Figure Slope 1"/1 ' M Vertical -to Point of Pipe O 8-1 It trrr •d � d • d •d . d, Thrust Block to Grouted Invert Use 4000# Concrete Extend P In A11 a 4' dia. for Directions from pipe up to 21" Outside Diameter dia. 5' dia. f of Pipe sewer pipe 21 TYPICAL SECTION 39" aia. STANDARD FOUR . FOOT DROP ACCESS MANHOLE . . FIGURE 10-1 E 1-- 14 Material E 2- 14 Construction i S TPEE T 4 .0 8_44 RESARS TYP. - 3" TYP: i 1 USE 30000 CLASS - A CONCRETE . 1 t ` A A CONC. COLLAR t HEIQHT VARIES .3/4' CHAMFER TYP_ PYX L'. p r. _ i -w GROUiVD 0 2T. I - i - - - 5` MIN. CASE 2 _ _ _ RAH HECK 3` MINIMUM GAS - HEI5HT VARIES COLLAR SHALL EXTENla TO rop OF 2. 2J CONCRETE SECTION A (RESAR REQ./ 1 C S6 i COLLAR SHALL EXTEND 3. BELOW 6orrom of LQwEST GRADE R.FNG (RE6AR REGI FIGURE 121 CONCRETE MANHOLE COLLAR D E T A IL Ei-20. 21 J;ATE RIAL�m , _ Ln II _ ILII-1 mI-� 1 :A I I d TYPE 'C- BACKFILL. 1II _ E4 Ill SEE sPl=c E1-2.4 MINIMUM S" INITIAL G.C.D BACKFILL COVER �— II�I SAND MATERIAL EMBEDMENT INITIAL BACKFILL SEE SPEC.. EI-2 3 G.C.IS j MINIMUM 6" EMBEDMENT �I I T �'�;.,��. I I-111�l I-111-=�I1 I�I I�I I - WATER~ SIZES UP TO AND INCLUDING l2" I II j TYPE C" BACKFILL SEE SPEC.. El-21.4 I III C.C..D. MINIM'UM INITIAL BACKFILL COVER_ = ��- WATER OR SAND SEWER. - 12" CRUSHED STONE " STORM DRAIN - 12" II=I'_� MATERIAL INITIAL BACKFILL. SEE SPEC. E1-2..4(b) OR tt_I E1-2.3 CC.D. MINIMUM EMBEDMENT �I!_ � ' � ,— '6" ° � a_ CRUSHED STONE I-1 I=! 1—1 I l=1 I I—!I I SEE SPED_ Et–2.3 G C.D. WATER: SIZES 16" AND LARGER SEWER: ALL SIZES -STORM DRAIN:- ALL SIZES 1 . MATERIAL SPECIFICATIONS I SAND GRADATION SIEVE SIZE_ X RETAINED #2:00 100 THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS R.I. = 8 OR LESS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE E1-2.4(b) AND E1-2.3 OF THE G.C.D. AND SM. SPEC. r ITEM 402 OF THE TPW STANDARD SPECIFICATiON.S FOR I STREET do STORM DRAIN- CONSTRUCTION. ALL OTHER CRUSHED STOKE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLY. r� S1EVI~ SIZE 7 RETAINED 1" 0 3/4- 0-15 .WATER, SEWER & STORM DRAIN i 3/8" 55-90 EMBEDMENT AND BACKFILL DETAILS #4 s0-100 „6 MrMr np vniDry uTr%iDrFU r'f1hTCrP'QTT0'M0N gTOMARD i TEMPORARY PAVING + DETAIL (FOR WATER, SEWER, & STORM DRAIN) NTS r3 I MIH. 2" HOT MIX i - ASPHALT EXIST, STREET LIMITS OF TEMPORARY ] PAVEMENT PAVING REPAIR 5 - Xd r C EXIST. BASE i BACKFILL (SEE FIGURE A) { } I f lI MIN. 6" .COMPACTED FLEX-BASE MATERIAL EMBEDMENT iJI =11 (SEE FIGURE A) Tf Ell CITY OF FORT WORTH-CONSTRUCTION STANDARD FIGURE B DATE: 8-29-01 1 z r M ¢ _ a w i Lr- r L� Z Q S(L 1 r._ c�rLor-d LO v+ Il r�i na'_'3Y� U w HS i- 0z x=S J H Z �Uof 04 �Zx'WWta.[ O � Waa W W�QU �Vl ZXOFX-�I cnm•03cn 6a Q4JW W WF-WWF Y T 6,e o- < _t w U r.iz Lit�+.-]-IK N a. d zo av wrw WM rQAidas N r fua: ur z wwun -7- Wr•- X x wwww U p �S WW �a 0-fL ul CG i ¢ ZV �QW Z� p- O¢ < }- f s z <a- c� air.'`` my = � 4U �U z +Acr vi x M:_ '" ozm�-- WO 1L - r X r zoLn r '� s-a cX* aaw w� Mxo a- o�"��z�o La a �O aa. a1�oU� U) U + U xzw. �ci �}uj 0us¢ t Q z Q WG-1 a` . 7zL'iN z in �, p u r NUJ ��S p� Z�¢uoQL-a- -� d cv � Q w AR] aQw m O 1LLI � dviQ 1W r- LL r t `y- R. La cn¢ z z ( N .A' L . M � • i N 4nC: to m Z 0. z QYri 63 :EW La�WaYx0<U} rn SQ LLJUO ; ��y_ of al ul -a 0 z 0 S v7ls.3�U W 7 wUl 4aaa`»��z„� a m un_ r W<¢Lj M3:�„wza Wc�U¢ r r�Luj rr w rr ti r Q ...Y �CCIl..pzO�yL, i, � a(11Q Ii w p Q >e. or CL In LA<V) (A LJDO p ¢ W ulN S Z N n = i..A r i-• in c.r -- l t UWZO SLo -¢WWm� Y1'S r z�Frzt--in -pp z _ r � rr WcvtxU`v�'fr� rnz Ur �wapOw¢.!p 00 Z LLL .�• X (Y]W L-4.�... W 7 t- r 4 U 1 wu.urc r{-CT or rlLt� CUT-r" 14-IS3;CO rRQ61 G+CK*Or"GUNi TO I.LCx-0-r-cup l [zr.LH3>ax �a tx Ts Ti xlr10 r rxu+alrto�r - 1E1E 1.A[A(WInCN A:FI[OulA Eat D U.V w-r MATCH EXIXTIXQx JONT1 OUT r r� A . LAIC. VIEW ` Not to Scale f An iarert oa marr Shan I'la drp1.6 axd.ra lest 16aX x/`f—ia dePlh +rill br rrgair t d 1,r V" B�rid+ rallex gvflrrx- 7"4e eaa rraerot Bill 1 �e reQuire4 to rerr thr puller ,rich a-afrr brfore lhr;ab it occejlld. I - - c T'COWCACTE F f:113 T,x,u.A r. .YA9.LEr rY+e T A &k3E GUTTER 2K -C- } ffCi,] f 2-4"C-C TAAkLFTlOii f I ITE61 N1.2-+2 7- ExIS7 RILR�_ zlzr s' zlat s' rvu`T ; nese COHCRET° use Crushed CaKCn[TC fJLIC Limestone IIEslOCkriAl iTREGTs SECTION 'A —A' oval, to Stale .] T"he'T�ar'nlorced conCrt�a Yallay thalle'epiace fhd tap 7.10f lh&payem iaf Frith the remalalag portion of parement to , constrc+ctsd Includln p tuhgradt frictraenl, 46 accordance ellh the fyplcal partng ractiala. The carlCrIfll rallaywill br partrard accarding10 i c11y rfandardr for eancrele curb apdgutti; Tri coderetr 44011 be of hashed and reriened aggrrgerfd with f Ixrtr�, of of crmrnt p[r cubieyard ofCOACreta . With a minimum compressive strength of 3,000 pounds per square inch in seven days. CONCRETE VALLEY DETAILS ' //' �i 9r'ort� yvrfif wrort�x'. ♦ � �� •'4- r by sfrrtc'�c�oraFrs,►c'fflr - = - inrfa+CC�d 1 � ✓r�twC� C��ffrl��troe^. �• .�• - tt E ,B r ri1 Gn�d� ,4'��.r a�;e fa �per.-��rd a•�_ r r�oi" �ri�s"t���afrvra �r S�rrc2' :r. •�:. - TP sfirC Ali -llrloevf !� - T r.rcfi ter-<�� _ ¢rCc�rd a`a A_S.T. C-¢TB,orticr�r f "o": :. a IIfI1 i s t1 �� llllll wgmwCT I ( I Sylim 1 !F pit ed- AZ a Cl�s's'F<�ooa 1 if Server •pQ 4111 rto 39�drep. El -14 MaLeria1 1_1 •-�S E2-14 conscruction i F � rarar•7 Qgurt to ,G1CfY�ir liy 11 / ' � ' r � � P�t� ��r��•. ,P,��: E 2 -rte i - ttI { 7 - i � tai-,yiC{ev- �vtlf fnaClr.�ff� - 5 x 2¢fQ pr-prwsre - -_ ! r'drn+r'orc•xC Cd�rt•rx::: rt`r��d rcirQ�, �orr�arrrri+ fa A.W"Tdf, C¢78 yr ¢ ual rrxer ah r / 1 �� ' - lr�s mss' � ;•:°� � t'"��•'.� 1 tj ]'i /pFQYr�! ,6y fhr w cr end/'-Wr+r?IVY / '� 69e.+vercl�tfra�faP' fa � -5��� d�eQ.xafcd �y fry f.�'r..S4'e lYWAC eell"arfwcfra�n E�ryrirL�/' 1 d4AV-1) EI-14 Material E2--14 Construction MANHOLE FRAME AND 24„DIA. COVER, EQUAL �t TO mcK I NLEY IRON f - f _L ! - ' WORKS NO_A24AM: { I (REF . E2-14) . 1 tit f f T_ 7 TOP OF CONCRETE CODE SECTION 1.5" BELOW FINISH RIM ELEVATION: I (REF. FIGS. 1.03 104) . 1 c F r5sr MIN. GF.OUT � � :�.�s� dam. •�. CLASS F(4000 ) CaNC a IL HATE: I. PRECAST 41DiA. CANE WITH ----- -r� STANDAF o 300.4 MNHOLE COVER AND RING IN LIEU OF 24"x40" SHALLGW !•E NH0(.E(REF. FIG 106) . 2- MANHOLE TO 6E USED WHERE ,; r _ '7 -•a:_ SEUER L I NES ARE LE55 • _ .ice r ,lenN V 1 DEEP. - SHALLOW MANHOLE PRECAST CONE .78 €1-14 riATER IAL^ i l Backfill as specified Existing Surface • t , _ -Y ,1•:Y j-?' • _ .fir �l'r'' • +•11 N•-_, ` . i � 1 ••• .1��• `` -r• 1 r ri k (D 61' min. dimens-ion. 611 max. far pay purposes when J bid per cubic yard. l �lI min. dimension- Max. for pay purposes snail be b" E ' v ail mains 2411 am -and saller., SI, an mains 30" and larger) when bid per cubic yard. ' G 411 min. dimensiart. 4tl max. for pay purposes when bid per cubic yard. 171) Class "E" 15nQ Gorncrete. CONCRETE ENCASEMENT DETAIL E 1--7 material t^� • f� 7 � Yai Yom' � � � � .-. ._ � _�-rr[r'- [f'T3 Have Gate Val" Existing or Pry Curb Bottom Rest Concrete ' Blocking i•• r � };+ Cancrate B1acking T Fire Hydrant '` ; Main :'.•.� s Exercise cora to av'o i d : Plugging Brain Hale. Wide A. Concrete a Existing or Propo-sed Curb Firs Hytrait to pavement or Other Surface be Set Plumb mc l Trench Z' 3 3 Base Parky.ay } �`., t•fW 's` '��i� E.-ttension Barrel gnu E Stem for Extra Bury Depth ;f Necessary E . Cate Valve Minimum 7 G.F• Grave 611 f=ire Hydrant Proportionally Anchoring Coin- Lead around Base 3, 1 in, for Connet- 'r f tion off of Can-- " i nn °-� trete. P i pd 12 �_a s., Diameter and Concrete Blockia, Larger '�•• ConcreteRest I 1211 X 1211 x 6" i Bury Depth: (I� P-6" far, Cast iron Pim ---Yaris:s (2} $1.-D+' far A-C Pipe Ref. Figure 6 i STANDARD ' FIRE HYDRANT DETAIL I -1�7 F I EE2- Const 04 F Z U7 [L1 111 cc cq 4d m j O �_ �-Q }C qp Q CL, ccO � V7 CC) cn En oo OWvzr- 1 0 L-J ,� � < m it Q 0 oo n-- Q � >-- w � ¢ m �L� O�gq " Z ¢ p Q 0 0 LL1 E---� - ¢ U � 0 Op >-� OF-�¢ t� cn O � L. -� OOH tE l r u C r mJE E r{o o � �, a O E U E E .0. E m E- Z:G.L3v4 _ E o f E \E LLI f 233idM w un. mo r" E to r}, w _ X r� �`� N O LO j LO Z _1 m E � Wa� n -� o ¢ Ln Al z LEE, cc E $^o �w L!S , ELU E t0 E U 00 rn r- g N r rh N 7- cn N X to t J f`' r� j i t ` R �z®/ | ~ z ! �m 3 ^/ƒ - � x - � fox® — -so 2 M ® 2CL M /_ / amu e %\ LLO 0 CO ® of ul w � � � C) 2q / / LL 0�m Oc I � ' 0LIJ�owco / E / e § Q�o0 m | � 2 0 ' . � x 2 / � 02� . \\ -->- 0 E 2 | � � | ] . . m/IVB+ E WATER 2 \\ _ - 0 0. S 'ƒ�\ 52LU » 2 . . / | ? 02 0 ! FUNOM INC-4 «E & "aLIM } 2 a ! , | cca Z o 0:�iDn0 � C�lJ O owumr, (n00: Cyd Q m LL[� CK I �- }-- CG W 03 a o Ud �C'4 o 0 u 00 .a o O0 � � LLJ cn t � C-4 � E 7 n C) _ iO r aR � r u ILl u N d a z�r M L Z 17 12�OM. 1?3a� rz LU 7 T i`E313W z o m �`. NW �131.`d.M > �z 4 r� N 1 F 3 l } � Q1 Bo t W j Cv o t .-.= - � � d U) w - f 1 _.� 2E i11P! S -------- ----- h — m > Q :. a H oU w w Ulr ISM, \ X0 W z LU l.lQ 1W S ai Q �=c [_�i1 p- U C7 ��z U) C)EL Lj 3 hs }En z EX �- CO i w m. z ..� D t U W lu 0 Coc S � tuJUCl) �- r- yLL. , a 3 D7 V►� Ul 7 lu w o p 70 -- d0 dam m U3 O }-LLt LL i� C w < a mLfl I 4 Q 1-� LO LitQ `t1lU- O 0� � rm Sit rii0 flCK 4�1 LJ 0(A Cc y d- m i L a C: ac U L < CC c Q 0 a a U U L Li a 0 ;z 0 u v � m w au r r 4- l��DM tj cnErr CL-on LLJ } ,�o La t ` CUA Q < co LL L Q CL n En Of 'f- L U ¢J CL `L a 0 ft-� W t',i �--1 - a 0qj LLI 3 [ a-C ct � a is r M-��i l (3 �'0 C J av u m z U + 0 O .CL w v c13 F. a a Q Q F [ W Cl i a2 i } m ` fau LQ U i 7 L) OU! + 1-"- . Ja.-DMCL o Q L x L[! U3 EDLij 5 i m L etl C Ld 43 Cl LL, 1- Lu d i Ld } pp -� Jr- a }- fl Q U O oo cr f U] l+. U1 m tu c 7 r. 3 CII < } m LU <�- :z - in CD r o � LU w :o IL Lu w LUrz z �. QY U7 zrRtLu N [nO C3 cwt L1 0�:to —T— a✓ l- r as Ejz o j � $ r dZ W U • t"d � ti d i p La {, in0. .I QI C7 CL { { fr m ? cl p t = ou IL UJ M VA LLJ > a Q m F-U Q U - :3Lj- oom Z Ula U � d l41 y! il: W 1CL Awa ��V�ism r:. you, ww sew w 4 D8 �F4Jy X ! Cp U vi W ldj¢p �<WF-j--QXt- m z xao�3�1 o Li cU O - w xw np� c� w y U—p :2C7 ew 1�if�WZVO-- O scn s o� O p'N� r��r-a=lzru. W LJ N w ..:as i-its-❑ APPENDIX B GEOTECHNICAL REPORT f s CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: CIP 2004--24 (NORMANDY) DOE NO. : 4841 FUND CODE: 03 HOLE # 1 LAB NO: 50306 LOCATION: 4301 NORMANDY N/4 3. 00" HMAC 6. 00" BROWN SANDY CLAY W/GRAVEL 10 . 00" RED SANDYCLAY W/GRAVEL 6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 32 . 4 PL: 18 . 2 PI : 14 . 2 SHRKG: 6. 00 MUNSELL COLOR CHART: 8/3 PALE BROWN SANDY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 2 LAB NO: 50307 LOCATION: 4312 NORMANDY CL 4 . 50" HMAC 7 . 50" CONCRETE (COMPRESSIVE STRENGTH 3591 PSI) 9. 00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 31 . 9 PL: 18 . 0 PI : 13 . 9 SHRKG: 8 . 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 3 ' LAB NO: 50308 LOCATION: 4400 NORMANDY S/4 1 . 50" HMAC 3. 00" GRAVEL 4 . 00" RED SANDY CLAY - 4 . 50" BROWN SANDY CLAY W/GRAVEL 8 . 00" REDDISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 27 . 4 PL: 16. 6 PI : 10 . 8 SHRKG: 7 . 0% MUNSELL COLOR CHART: 5/4 BROWN SANDY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 4 LAB NO: 50309 LOCATION: 4425 NORMANDY N/4 3 . 50" HMAC 7 . 25" CONCRETE (COMPRESSIVE STRENGTH 5472 PSI) 3. 50" GRAVEL 5 . 50" BROWNISH GRAY SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 36. 3 PL: 20. 0 PI : 16. 3 SHRKG: 10. 0% MUNSELL COLOR CHART: 5/4 YELLOWISH BROWN CLAY UNIT WEIGHT: N/A #/CFT 2 r DOE # 4841 HOLE # 5 LAB NO: 50310 LOCATION: 4444 NORMANDY S/4 8 . 50" HMAC 4 . 00" GRAVEL 9. 50" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 26. 3' PL: 15. 8 PI : 10 . 5 SHRKG: 6. 0% MUNSELL COLOR CHART.,: 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 6 LAB NO: 50311 LOCATION: 4505 NORMANDY CL 6. 00" HMAC 4 . 00" GRAVEL 7 . 00" BROWN SANDY CLAY W/GRAVEL 6. 00" REDDISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 33 . 2 PL: 21 .-2 PI : 12 . 5 SHRKG: 9 . 0% MUNSELL COLOR CHART: 5/4 BROWN SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 7 LAB NO: 50312 LOCATION: 4525 NORMANDY N/4 8 . 50" HMAC 12 . 50" LIGHT GRAY SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 27 , 1 PL: 13 . 6 PI : 13 . 5 SHRKG: 5 . 0% MUNSELL COLOR CHART: 7/1 GRAY SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 8 LAB NO: 50313 LOCATION: 4604 NORMANDY S/4 2 , 00" HMAC 6. 00" BROWN SANDY CLAY 12 . 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 24 , 1 PL: 15. 3 PI : 8 . 8 SHRKG: 5. 0% MUNSELL COLOR CHART: 5/8 YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 133 . 0 #/C'FT HOLE # 9 LAB NO: 50314 LOCATION: 4713 NORMANDY CL 3 . 50" HMAC 4 . 50" BROWN SAND W/GRAVEL 6. 00" BROWN SANDY CLAY 8 . 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 29. 1 PL: 19.1 PI: 10 . 0 SHRKG: 6. 0% MUNSELL COLOR CHART: 5/8 STRONG BROWN SANDY CLAY , UNIT- WEIGHT: 142 . 0 #/CFT 3 DOE # 4841 HOLE # 10 LAB NO: 50315 LOCATION: 4725 NORMANDY N/4 3 . 00" HMAC 3 . 25" BROWN SAND W/GRAVEL 7 . 25" BROWN SANDY CLAY 8 . 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 20. 3 PL: 13. 4 PI : 6. 9 . SHRKG: 4 . 0% MUNSELL COLOR CHART: 5/4 BROWN SAND UNIT WEIGHT: 138 . 0 #/CFT HOLE # 11 LAB NO: 50316 LOCATION: 4764 NORMANDY S/4 5 . 00" HMAC 5. 00" BROWN .SANDY CLAY W/GRAVEL 10 . 00" BROWN SAND W/GRAVEL ATTERBURG LIMITS: LL: 20 . 1 PL: 15. 2 PI : 4 . 9 SHRKG:. 1 . 0% MUNSELL COLOR CHART: 7/4 VERY PALE BROWN SAND UNIT WEIGHT: 146. 0 #/GFT HOLE 9, 12 LAB NO: 50317 LOCATION: 4817 NORMANDY CL - 5 . 50" HMAC 5. 25" BROWN SANDY CLAY W/GRAVEL 10 . 25" BROWN SAND W/GRAVEL ATTERBURG LIMITS: LL: 17 . 5 PL: 14 . 5 PI : 3. 0 SHRKG: 1. 0% f MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN SAND UNC' WEIGHT: 146. 0 #/CFT HOLE # 13 LAB NO: 50318 LOCATION: N/4 OF NORMANDY 30' WEST OF QUEEN ST. 7 . 75" HMAC 7 .25" GRAVEL 7 . 00" BROWN SAND W/GRAVEL ATTERBURG LIMITS: LL: 21. 3 PL: 16. 0 PI : 5. 3 SHRKG: 1. 0% MUNSELL COLOR CHART: 674 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: N/A #/:CFT - ,APPROVAL: ®RZJ ERI ROUTING DATE TESTED: 03-03-05 ABE CALDERON DATE REPORTED: 03-24-05 GOPAL SAHU TESTED BY: ODEN FILE M APPENDIX PERMANENT EASEMENTS AND TEMPORARY RICHT OF ENTRY AGREEMENTS Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#02 Doe#4841 4309 Normandy Road LOT 2, H.C.STEVENS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 2, H.C. STEVENS ADDITION also described as 4309 Norniandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of=-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, l until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents,- J representatives, or contractors to access the aforementioned property. + TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. S l Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`h day of February, 2006. 1 GRANTOR: MON B. ADAMS l (Please Print ; (Signature) 5 r LOT LOT 3 FT LOT I PT. LOT 4 LOT "ARKER. S?Ra.!w- BN w �E 0 43C, ��W!�FVA-qf n-A3 5331 it fC t' .Ty, l < _n, k0R.'%ORT-.Tx. vu:; CN MAIC IJ EXIST, CC CURB'AND GUTTER Cr. I Cl %991.67 REMOVE AND DISPOSE w OF TREE REMOVE AND REPLAE L A -------I EXIS @KK;K PAVER A- L S NEECED S,rD -K- I-A 'A SE' SPECS' 14 Z t�d gi 0 m Erv. 4 s.-00: -p k �IUWA FK:IA D=7--F 7, J ---------- 20. ---4 CONC M S. J.CAR L' ' P P SIDEWALK < up Cn 0 >_7 Do Cr 3- OCC 3r NC1 rr a Ctf a o(r 0-1of i LOT 10 LOT 9 LOT 8 LOT 12 LOTI f i i-- FAM'.luk VE:lM'AZ Lx0 �gER-%-. vDKE. "2 noRr P."-Y X' s w.-im.tmy P<wu 7'5 T Ld -QkT -jf R�AD 'P'Rni.TA. ;T��C.M.11- PWNG AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 F&N JC13 NO CITY OF FORT WORTH. TEXAS �:iWD5233 Ono DATE ax^Exm,oNORMANDY ROAD RECONSTRUCTION SCALE 02/30/06 40' DESIGNED Freese and Nichols RIGHT-OF-WAY ENTRY CL iFr A0Z 1 4055 1.1. .�i...I P0I.9,-..S. .200 DRAFTED F0't wo,tr TI( NORMANDY ROAD CLFIGURE Ph—- &7,7, ,, -1817J 7357491 FILE 309Ncr.andy.sht Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) S Parcel #09 Doe #4841 4312 Normandy Road LOT 9,BLOCK 4,MEADOWBROOK ADDITION 4 CITY OF FORT NORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY-OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does b these resents rant g Y p g and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4, LOT 9, MEADOWBROOK ADDITION also described as 4312 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon ' execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and i approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15th day of February, 2006. 1 GRANTOR: VIVIAN GRAVES //X (Please Print) (Signature) ' LOT 2 3 I Z OT 7 LQ7' FT. L0.7' 4 �P OT I � ;1 L[3I` 5 � I} LOT 4 C iJ_M = — 334 ;k`_ fEO f'. =l� ik:2 ,..„ -T. GFT- - �' �! O f2 T 7. 1 11 J { _ J2 Z532 =110,Jim W ..IA:FINE..",.NA YI- �� d;l4tiL[-f S MANS.c7 zr N', v �i rUruclpY+xlw: c7 r-okPot nfN41PA:V. IM.:N carr c77r..NOY vmR9 Irv; y-•Fl,1t'_L'`'13ErPTH SAWQJT r Fc r. yr..V2'.�, ft- 7c:57 1--' ¢>— QM '?'sT V!C`Z:}i.:X.76:=):i Q -JR h_".f:E/'�yy ,ry�ys�T Er Cn V1y��C-F' �8'I,T I 1 1, rn t_ 11 i ) - N r 1 :Fb app 1!Y N 9,998.05�';;�,N-}! i . I 4wwm I aw0 aw;�� E 19,538.67 ; e. ANP DISPOSE A NN cn (f) I v'� � CURBHANDIST. REMOVE AND REPLA R E �wa I 2,.x I-- �� ~a GUTTER Ex1 �INGi4CK PAV R 5 f7 WRLI� AS EEDE y G- ',SIDEN1IiizI4 HANDICAP AMP -QO,; z `A�-' =,rt:� r ! xn. SEE SPECS. r -- INI;IT, w A O 4 IiIL�..r sT'r i - 5���= •+'x" Hyl ,U ! fl4'Fi9t34G C 4�`CF _36" E +1 tC7S7 — NJA � _ _: {�4 4'_�' cg A _ ° ! 4'CONC 20 INLET SIDEWALK / >:r I Q, AAA Ir 5 Urn arras �Uto HANDtAI2-,.RAM4�„-.sze.331 Q I a I ¢= SEE SPEV5-'`,.,3 d -J 10'INLET--�' �- C; I } � H tvo� o�� N 9,905.93 i o� I o_ w� �A 19,557.96 ffi r ¢ Lf37' 10 ¢w .� L(Jl' .9 aw L09' 8 I L!) AITCH EXIST. �4 _ -- .,UTI P 1--or r-O�r.l �nI .e»»- CYii:Fws:iz-ALk.0:- I _Grrz.LkS.�'R�lih CFhz;�r, yu'9r�(q `.'rkllW;, +4N. UR ASD ; G IR ^71 - X=.r_18 TfCN l^l JY PO X•. x '�CTYL]J19P.R�np X Wu'Y.I.VLASi ACt ' 4320 NOF.A T �t'Q } rI: RI/1J-t-w10 .^—LIQSi y�vl+7- X /'1.':.', i.vRT/4 TZ. -,51',3F'G^7 Mi:]h ri:. TX. /Ei03 li. T9, •e ez I N scar PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' o NORMANDY € OAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET `E DOE NO. 4841 na F&N J013 NO. CITY OF FORT WORTH, TEXAS FTW05233 6A7E 02/30/06 Eom,o ■ NORMANDY ROAD RECONSTRUCTION SCALE RIGHT-OF-WAY ENTRY aESICNEn ozcoc Freese and Nichols c1. _ 4055 Orth....X 18103-4 S.R.zQo NORMANDY ROAD DRAFTS❑ FIGURE S.. Fort Worlh,Tx 78 40 9-4 995 CL 08 ` Phoee (917)735-7300 FILE -- Fox- t8i71 735-7691 4312No—ndy.5ht Z.E_a1 3 'I 1 i Paging and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#03 Doe#4841 4313 Normandy Road LOT 3, H.C.STEVENS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY } STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § r _ That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 3, H.C. STEVENS ADDITION also described as 4313 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing.the Property under this Right of Entry. EXECUTED this the 15`h day of February, 2006. GRANTOR: = BEN TREVINO III (Please Print) (Signature) LOT 2 LOT y PT. LOT t PT, LOT 4 LOT 155 & Pf, Lo' V.,L"WE 1396v.FAC7 ­-4 i "aWr 117;. [.. G-5-f TR D R.T.-T. REN lim MAR�W�. ABREL 4,1*1 Nowfild)-WAD Qmay_,� M-1 PIAJKC�N. -L)VI 4��13 NIORMANE�PQkl� WALTtF. R -,0,3 TX. FOP.'WIRIIA.1X. 151C3 m15 .0- F(ym�tiOpTm.TY„ 's 69^8 Lom- s .<g FWT W!htrij.1. T. GUTTER C4 MIX 3 1101 N LLJ E 191 MAT Ln Ln Ln:- 0 RF- - CUR EMOVE AND REPLAdE 9REwi< GUT ICK PAVER AS NEEDE� HANDICAPI 1S11)9w�51111 _ry 7iZ SEE SPEC 7— I r g2 -7 p ar Oil t4 ZiH 4,ut-5EW, E-Ae..59 jfi--.'r 131 0 L;d>. u4 Li br�m Im ? V J: 4'CONC. -Al. �_-Zppw P A i SIDEWALK uu) in < 09>: t2 3: urr LOT 10 LOT 9 LOT 8 LOT11 3: ERP Cq 0 OVERSON,MY,' F. GGA VN.. S.ALVAMR U Cf N ��qx po* 1z >C-.3'JB NORMANDY RUAD URWADY ROAD _6 MCA RICKC. GR�110RY scGrf Lj a:43N -GRw.A m K(o Wt u ull.IV, 7� x, r 103 x,7�,v� Ty, m0i m N PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 O, WO5233 FT j CITY OF FORT WORTH, TEXAS F&N JOB N 11T1 NORMANDY ROAD RECONSTRUCTION SCALE 02/30/06 40' 4, DESI(MED �E.v� RIGHT-OF-WAY ENTRY CL Freese and Nichols i. 4055 ht­tio—WIDzu,SO. 2uu DRAF TED z FiCURE rct,.wo,t, CL . 61TX776 09 Phone . 7) .351300 NORMANDY ROAD FLr i i y Paving and Drainage Improvements J Normandy Road (Ederville Road to Queen Street) Parcel#104 Doe#4841 J 4317 Normandy Road . LOT 4, H.C.STEVENS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these.presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 4, H.C. STEVENS ADDITION also described as 4317 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. 's This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, ' is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. '. EXECUTED this the 15'day of February, 2006. 1 GRANTOR: GABRIEL M. MARTINEZ (Please Print) (Signature) MANUELA MARTINEZ - - Si nature (Please Print) ( g ) LOT 2 www LOT 3 z PT. LOT 4 L072 5 PT. LOY' 4 L f,NJ c:.T. VG­VMZ 1107, PADE 1272 _j 2 rr111m__­CT UCN�v u t 43!3,X4 RKWO 11�nm�sc�N. wALTEc sc ml-20'�I rA ul MM:LSI Id y6l.� F-k F-T P:_761 Q N PDR,wow[ ?m. 'rx. > 54 N 9,99 y Ir 0 E ig,53B 67 19,569.9.3 MATCH EXIST, VpJCH EXIST. V) En CURB AND CURB AND X< — GUTTER 1— A. It �(GUTTER StD HANDICAP' AM HAW] Yf SEE SPECS. SES`S 51 71 -11! L I., YJA 4.5)00. ^1 Hu. N9z-1tY I _�V'f__RQAP f E.L.1A I iia T. !A j PID I/M CONC. xn HANDII� mw SEL"SF --- DEWA�,K % D4 < E S C; 91 N 9.905.93 E 19,5 E 19 57.96 Cn MATCH Cr 3:,— CURB ow" lot�C,�: MAT E IS T. GUTTE OT 10LOU D -9;, LOY. .9 LOT 8 LO�Uj j, 1w 3:0 C*"L.-,r_ mt-n Ln A Wd ELY lm-mw 14 �oi,7it. Dy Rpaj I NOTWARDY pwa) WRVAND�fmAD r WOUH. 76103 WORTH.TK. 7�1'�3 wiolzrlf,�y 74 14.3 r PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40- SCALE IN FEET NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) 'E DOE NO. 4841 f7&tq JOB tqO CITY OF FORT WORTH, TEXAS FTWO5233 MO NORMANDY ROAD RECONSTRUCTION SCALE 02/30/05 V 4CY DESIGNED EgA- TRY Freese and Nichols RIGHT-OF-WAY ENOIRAFTEC 40t,5 Inteln'tional Nan,16171 7J5-744Site 2CD Iarl worm,TX 16109-4HBS CL. VIGURE NORMANDY ROAD - Fn,- 18171 775-7491 FILE 4317NOIm!ond y.sht � } f Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#03 Doe#4843. ' 4409 Normandy Road LOT 3,BLOCK 2,AKERS & PAXTON SUBDIVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT . § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2, LOT 3, AKERS & PAXTON SUBDIVISION also described as 4409 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution-of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. a This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular,the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. a Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15'h day of February, 2006. GRANTOR: H. O. SWA1M (Please Print) (Signature) & LOT 3 LOT 4 LOT 5 LOT 61 w 0�y. .OE L-%REN^.[ jy —rn - 7 ROAD 4- 765C4 NO H 'y-7 442 i rx. e1w < I W-UH, F7.7C!e 3 W.-FIN. %.:2E —1 Y---ix- I fn cc ui>- tn: crw- CN ft --K-40,001.77 Lo - roma a 4 6 LO -r L- -worms MATCH EXIST (n j En Ln CORR AND w¢ 4'WIDE SIDE'WALK 52�0 GI)TTER w-wr� q z,-R-EPLACEMENT (T V H A'NI)ICAP RAMP'IV f 'S EE SPECS wi,i.i :J .7 4:1 m V W,m I if) 1 L'15 5 1Z k-- - , , . w 4 VfiDE 'k-LK� -- HANDiCX� RAMP r, SDE SPECS. %D K BPLAC N CTYP U %D < —45k (n < n—jg8!�j < E 19,5138.22 Lo MATCH EXIST, Ln CURB AND 7 8OT.'� ;rzg, GUTTER LLOT 9 rn IQ_mr� LOT 10 rn C,EVJX MAWN 4'.06 rJ.'FI.fA:tYr120x:; TORP .".0 Tow, 0.1,RTW. E4. 'NMTH. Ty- 7C�U.i FORT'M-10m, M.'mms SI 1 PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40 SCALL IN FEET NORMANDY ROAD (FDERVILLE ROAD TO QUEEN STREET) DOE N0. 4841 NO. CITY OF FORT WORTH, TEXAS F&N JOB __f_TWD5233 [)ATE 2/30/06 OMi NORMANDY ROAD RECONSTRUCTION SCALE 40- RolCL RIGHT-OF-WAY ENTRY nEsicnlLo Freese and Nichols ?'ZA 4 055 Intc—fi-0 Rion.Site 200 11�;UPE Ph -,W7) 15-7300 NORMANDY ROAD FILE 440 an=2L:shl l 1 i Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#05 Doe#4841 1 4417,Normandy Road LOT 5,BLOCK 2,AIDERS & PAXTON SUBDIVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2, LOT 5, AKERS & PAXTON SUBDIVISION also described as 4417 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constricting .the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore .the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15th day of February, 2006. GRANTOR: EDWARD C. JAMES (Please Print) (Signature) Mu_ t TOT 3 LOT 4 LOT 5 i=vn -- Fj. LOT 6 LOT 7 & PT LOT 8 l- I lu�LAwro;-E cr.,Wfi-Av 1-1 Fsilw�lbcz.uifn ljoiw"by vm-A-1 —fwr V, 243,4 Iv" 'RWPI)y <F- a—t nopm k"Qy ROAD FoPi worr�l,TK, FC.R_ V, 76i"2- -OR IN.T W_3 "F.TU TZ,-,61M R7H TX: ED 'o C3 w_J LLJ 6 n 0, -:l, N 10,0D5,/7 F- Ln X,Lo mcrnxl- k 79.978.60 < 1 G-w< 4'WIDE SIDCWALK r1.1M MATCH'EXIST.111 D --.t-.REPLACEMFNT Mp.) 4'WIQ� S10rWAC--K CURB/A�4 GUTTER —E- A W.p I-L)D' N 1 JRM 04hI P'( F�g A 0 a-Du N 8s0 g. .'.vol % > C _:Z-7 o. Vf10E 7SM (T "rcwW- -)V) ul <~ -- cfm > a; V) IL 0 Oaf IQ LOT f Q LOT 1p Q':QQ LOT 9 LOT 10 ul In Ln3:Tci V) LA 6 V)3:�n X X U�LME,DPkNE K.L ri,,Ao"�im U, '4418 14f-RhtA1QY ROA!) TRACE,LAVONK M 44715 AIRMANDY P. .2 qvgkm�D�' '-M r-,)R-VOWP-i,V, 7677.3 0-1 WORM. JX. Mo:� 4�24 NSNS ORWWDY Pa�U MIR7 WCRT)i,-7, 751fl�l PAVING AND DRAINAGE IMPROVEMENTS 0 ID' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) T SCALE IN FE E DOE NO. 4841 FBM JOB NO CITY OF FORT WORTH, TEXAS f TWO5233 7' J)ATE E 02/30/06� NORMANDY ROAD RECONSTRUCTION SCAI. v, 4C' DESInNED RIGHT-OF-WAY ENTRY Freese and HiChols DRAFTED 2 CL g,j wore,TX 6109-4BI15 M17) 7735-730f) NORMANDY ROAD --F IL-F- 44 Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel # 11 Doe#4841 4424 Normandy Road LOT 11, BLOCK 2,PROVINIA SUBDIVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TA.RRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described'as BLOCK 2, LOT 11, PROVINIA SUBDIVISION also described as 4424 Normandy Road, Fort Worth, Tarrant County, ' Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15t'' day of February, 2006. 1 GRANTOR: LAVONNE M. TRACE (Please Print) (Signature) LOO' 4 LOT 7 PT LOY' 8 LOT 5 LOT 6 Ljj LIT 1Gz tAwwwE C. F_V) 11tJAAiNT I ul LAMB, JF Nui-.Wl&y Ror, 4 41, NORMAIA)f V�o <F_ 4 Cz 5F_, ­pmo�,Hc. PC BOX 7,;324 I rl��WORTH.TA. ?t;Iw,, IT (I iL Wlw�fl� Lo END PAVEMLNT T�/N ✓ vc1mi. �rlw Fopf -ye,- FULL DEPTH. Sjw,CUT OFFSET .37"V N 10.00 20,01 wo_ q uj M /(D oMATCH CURB A I 3� N 10,006,7/7 0- GLJTT R _7E. T MAT 5 < STA CURB/ANO 4'WIDE SJOF_��LK TER "i, 0 G UT PLA (TYPI .41 Z 0. xf Q ? AJG 1.3 in 71" q, J. yin m W� %I-b f Z Er Z< VI < It t Z tn' � c x V) X X 12� Lo Ao CC Ln <m 0 Ix M A:_2 Ic LOT I? L(TD LOY' 9 m IIT It v'3;P 6 w 3 Ln In?t"I x1-- 5�I.- o Ln -%dANDY Ntob.o 04!_� TPW v 14 ui< WRI--fr.M� LE0110tY q E 41 H 2 MCI.' 4 v 424'y 11.28 WORMANOY IzQ,10 MRI WOKH""T`Xy FOR-2 111,3x. 715101 r, m r4,A,%[;y Rim �4,1,10�]C!fIMAK 781LIA opr"WGRIEI.7X. MD3 I OPT WORM, 7Y, 151.13 ntzrwopT-H,I o Ln ME PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 CITY OF FORT WORTH, TEXAS F&N Jon NO FTWO5233 a. DAT? -NORMANDY ROAD RECONSTRUCTION SCALE 02/30/05 40, DESIGNED RIGHT-OF-WAY ENTRY CL Freese and Nichols v 4055 Wern licnal Plaza.Site 200 OR AF rm Fort W�th,TX 7b109-4895 CL I FIGURE Ph e -(131"]735-MO NORMANDY ROAD .x, .T- (is")775-7491 VILE l y Paving and Drainage Improvements j Normandy Road (Ederville Road to Queen Street) Parcel # :12 Doe# 4841 4428 Normandy Road LOT 12,BLOCK 2,PROVINIA SUBDIVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § 1 i § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant f and convey to the City of Fort Worth, TX, 'herein after referred to as "Grantee" a J temporary right of entry onto property 'described as BLOCK 2, LOT 12, PROVINIA SUBDIVISION also described as 4428 Normandy Road, Fort Worth, Tarrant County, ' Texas, hereinafter referred to as the. "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. t Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 1St'' day of February, 2006. GRANTOR: DALE WRIGHT (Please Print) (Signature) r r I i I�r Jul' 7 :s.' .1'T LOT 8 LOT r; W -'cvnrn r vn �, I<r rn LI; X LUIS 10, 11 PT LOT l C:i,+aut:r Irt.11 MSME_ cRr;l LRN;:R �¢F Fc s?Ox 24:s24 = C.-¢F-• a:+7! v.,-iFtI.�SNtl`:'R!,4o �— st7Far 4rCr1�H.Tx. .N.TX, Tx. 7s 1w, I n _� / (/1 I .�aOF. m>__ END PAVEMENT TF�AN 1 4441 NmIm:mU.. r i FULL DEPTH SpW.CUT law ,:rrl1, rx nor { o 14, OFFSET 37'tr'� k Z �u f i N 10,007LLJ ,3 uo� � �00�03 �s S :, /� 20.010,03 moo,!n F�ITO f '4 1' I.,"-_.% MATCH EX3 T. to !V) to I N 10,006 77 I t p 1 ' .� _ CURB AND onsz- f I ! GUTTER CONTRACj �- Nx E 19,979.60 �¢ `�` ¢ I MATC1i�EXIST.I ! Y; DISTURB 7 4'WIOE $IDE ALK CURS AND r�REPLA EME (TYP, GUTTER R2--J. '+ h V 1 'I-�% oq0 ff OVERHEAD tLECTRIC y O.�D f hF+l TO BE RELIOCATED L•r.rl •F�� T6 5 7. "'r.. g75-- '!! Y OTHER Iwo li.:-4• i 'gym- I e za NhryplP �1�' ice= ,141 - m I=I ES25" v:�5 36" E 'iiD ,.3P G f.''. f .,j0* Q;r,l v + 'm ' xw,.n,n��'^. cam' _ :�. :•. _ r � qqq _ '... - L-.T-- - -"•-e - .�� -�Az }4�, /N`111il� rZI d (1 II f r z< �g r x= N 9,935!32 '- •� Jr; -� i m I j E 20,(99.49 MATCH EXIST,1 3 �� I � 3ti I I �w CURB AND ' -0 7o -� °O na °' Q n ¢m GUTTER I II C F t' lU N—NTLv LOT 11 N I- LOT 12 Laxi7fs ..., l i !)UO (<R.L- FN.gNKl.ln W Q _ I LLT¢ , VV) i4 �h'N",). li_,6 I iR4.:E,t3�'ONN='N. Y MCHT,(1hLF_ FC4 1 s't:}7, F%, '18IL'S 4'124 71q� "G7 RIS•l; 4528 NORMANIA fSf13.0 f 4447 NCii.gkND1 RII_Nl Q� F'URI t4NRTk, 1X, 75103 Four iymm,TX, 7&ICJ FORT VKIRTH, TY„ 75105 (in 1 � I I I ! I aaa' xaa �y N PAVING AND DRAINAGE IMPROVEMENTS ' 0 10' 20' 4 0' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 CITY OF FORT WORTH, TEXAS EaN sae NF�WD5233 DATE moi NORMANDY ROAD RECONSTRUCTION SALE D2,3°'D6 Voa V . 40' - Freese and Nichols RIGHT-OF-WAY ENTRY Eol ❑ESIGNED CL 4055 Inlerno9anu[Plarn.3,i1c zao NORMANDY ROAD ONAFTED FIGURE F-1 Worth,Yx 7 5105-4 995 CL Phone FILF(9F71 775-7300 5 F447.8Normandy.dgn --` OR - 9171 775-7491 2 4 Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel # 13 Doe#4841 1 4447 Normandy Road LOT 13,BLOCK 2, AKERS &PAXTON SUBDIVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of'entry onto property described as BLOCK 2, LOT 13, AKERS & PAXTON-SUBDIVISION also described as 4447 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing s the extension of the driveway beyond the Right-of-Way line. Upon'execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to. accessing the Property under this Right of Entry. EXECUTED this the 1.5`x' day of February, 2006. i GRANTOR: t CELIA ZAMARIPA (Please Print) (Signature) U r- 11 q Ld17 7J LOT i$ �Inl LOT 147,v-,n ��$� N 10,015.85 -1- ~"r 1- >*- E 20,450.85 I I I e� IN LR3 h MATCH EXIST. 1>i� C.+'24G ' Zh1,f_Po(S.y CIUR r-� PlIiFFS. A7[C,+if'p} y <t O J CURB AND a + 14,2r, cfi4,N(;:W.%NCY ROnr] -0461 114manp,R-. § rx)Rr•a'or+rr.,Tr, ?,J•, i MMT WORT[;, V. 7" } } olive F1r.�,.a.RAY c.k oaFor+� TTER o •Vvij S`t. ix. 7FIz-0 I u- •cr�� ^(Zr i p� 4454 w�ac%awe,Roan p a , 0�F - Q IC J , — m 3 F,RT'r:oaTs�-.T v. 7?[19:1 6[rxr., Q AC wad awca� , �30o N 16.015.27 S4 * i��ff N I F, or N � � 1 I ���Er E 20,420.35 n 3 , +— MATCH1'E'XiST-^ n� xr xw X1,_ C3 mow',¢ -7,i.?a �.rw¢ CURB AND } uur++um:.-. I 4'IyIQ SI EWALK I c[ `\ I rE�� :,,. GUuI R,c ti q_ r' EALA EM NT iTYP.1 " „`"„ I C� t ,sF �aFiRNDI�AP A P , ILK '0t " 5 I b1 11`7 4 SES'" P C ,<r 5. '\ �. ..ti.fe - l��` 'i, S - i 1 f.....,iv� '.!.'... .4 MAIq 901CkP�+ s z{� " .p FiANDIC FI+`..FrA „� •-,q r TIJ. (_J 4' E 5il}E,a 0 SEF SPCS. �' ' u- / ( �iEPLACEMEN7 P.f �� IR Wil -ka 7 �(6T. r 0 F- E - smrw:^4n acro i iu oix �J I 0 :1) ' N 9,935.9:1 r90 f E 20,130.39 LOT 7 ## 6�a �� f, MATCH EXIST. i LOT 8 —I I LOT 9 �' GRH AND nn rs, saNwe w" m} o} CC 4444 rlUFMAr46v Roan caor�ila, Mac �_ 1 'n{reasoi4,v,rrc+raw . GUTTER Fill'yYpRTla,TX,%q 103 I _ 4•1110 NOHrlkNlif 7 Ir�� I f�7d.a ..... Wt1•f P.pN1 F(Jt.1 &'GRTH, 7x, 7650',^plY— I art-yh7RTH. TY• 7E 16;1 J , ,J. d , Q W 111'1 I 3r re'moi Ind~ r ,n I^C; 1 > ,II is w I� y. IJ+r ,K� r � j•r�,1R•lW i i 1 I I , N i PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20` 40' SCALE IN FEET NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) = a E o DOE NO. 4841 CITY OFFORT WORTH, TEXAS F&" J0� NO 1w05233 11TE =aEMO NORMANDY ROAD RECONSTRUCTION SCALA °ZJ30'08 L I" . 4°' RIGHT-OF-WAY ENTRY DESIGNED CE Freese and Nichols DRAFTED r ay 4ps5[�cr.„aV� PPmr°.sane Roo CL fl;IlrF. F whr,l..,_ ]6,Q@ 4995 NORMANDY ROA D ..- -IAi71 775-7306 FILE F hoc- Fa. 111171 735-7491 444714gr.:,gndy..hl t a Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel# 14 Doe#4841 4451 Normandy Road LOT 14,BLOCK 2, AKERS &PAXTON SUBDIVISION I CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2, LOT 14, AKERS & PAXTON SUBDIVISION also described as 4451 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing ' the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`x' day of February, 2006. GRANTOR: MICHAEL PHIPPS (Please Print) (Signature) CITY '3MC-3K M7 7 Oa S�G�L�'iTS�yV� i 1 Lu a�c�n, C(Ta' v N 10.015.85 w 17T J3 aWT 12 r > E 20,450.85 F ' ) v � I LOT MATCH EXIST. ! ;(n Ic ice'_?::Onar, i>11aa�11�A c:� =uli`r-;-, M:�rt+.�l�}-) S .r o J CURB AND ; I 4<'7:;u7uFHa? 'i m,.. ?- b'9:.'1 NO MAri,^,'! ��~ N I i F J o >x'7.4125 i y G1/TTER 1 FC, F'!iFT Y.':_:RYH, IX. 7G FU. a�3 I FuPY YlC:kYH,`w, %'iii}]- �1' +w} �VRL'Hr=,[:tf'. Ra:'L.k uC -, I •L] F-- N ).,, I r'j }i 4554 T'JRM;3NGY�O,A9 I p� �0f� i � wit F',;rc,v.i:f.�tL Tr. 7e`.G3 ei:....r.- r� �� Q3�o w�n 4win ' d3C)o N 10,015.27 F �r� i F- L- �grn ^�s E 20,420.35 �L 3i �)�� MATCH'`E'XTST." nw4 AwaFsXslQ �Y,Enw¢ CURB AND 41 i h'WJD SILIEWALK �:e ncx an GUTTER! 'OLA EMENT (TYP.) uc� 8 ' S 4` � r, ^-y" ukiAhlDl�rAAiRAI�F1 {1 y`ienH I i 1 j,.i3, I ' �PfIC5. ll I+_ 4 �timmo Nryrv�� 14A NF'. M—HAMPI " 12 r)', r' y$ 139' `ad'S�:3fi': 7 21 HANDICAR3 _p //ksrza•f 6�. ee4c�T SEE SPECS 4',W1DE 51DEV� 1( _ �cs� lC /i �. I�£PLACEMENT( pi''P.l— �T >CC- vv��, :Jr I I 4'Wt}pA�E IDEaVAt;VC :) I r a N 9,935.91 F �� �'an a"wr ^}r .,E 20,130.39 LOO' 7 Q�� ��g CO:Z:2 MATCH EXIST. I LOT 8 •1' J i nN� LOT 9I. ppm WRB AND e�H s,ROHNIE w. _ 0,} p 3 y i } lase WORRAWJ!IY FGAJ) �:,_,:.:: rAas�;'.s. 3}I.-, i � r:r.>.�r,04,•:!z(anl� e dwo31- LOT J GUTTER I enip tj(:RyA';QY RO.40 Er i(iRi 1 M N[;4yAh'C'x ROA^ I FORT W(,,r N. .:x, 76)Or OWE d �1ra )H,ax, 761e3 C ECAC/,r:7ui G w , , Q w 4- -sr:1:w Hop. w d F- f H O 3--� F` O>•7i 4+VP.T>;.r �wWnx¢ ' wd' I ' NWQ = I N I - a PAVING AND DRAINAGE IMPROVEMENTS p TO' ZD' 40' x NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE 1N FEET c DOE N0. 4841 -baa CITY OF FORT WORTH, TEXAS F&N oe NFTWD5233 '- DATE >o ■ NORMANDY ROAD RECONSTRUCTION SCALE a2-304Q6 DESIGNED III Freese and NicholsRIGHT-OF-WAY ENTRY CL 4055 mler"ofonal Plazo.5eile 200 DRAFTED CL FIGURL Fors worth,Tx 76109-4895 NORMANDY ROAD Phone-(8171 776109-0 FILE Fox-IB)71 736-7<97 4451Normondy.s1 ( 1 Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel #01 Doe#4841 4500 Normandy Road LOT 1,BLOCK 6, MOUNT VERNON HEIGHTS ADDITION 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § f § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 6, LOT 1, MOUNT VERNON HEIGHTS ADDITION also described as 4500 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of--Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time-as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to ' accessing the Property under this Right of Entry. EXECUTED this the 15th day of February, 2006. F GRANTOR: ROBERT MERCADO , 4 �`- .(Please Print) (Signature) k ma - r�.���� I1 LO T,3 r'f -2 r rUr L, EPa 1 SSL." a; ' J¢a �4Q [ n 1 ,q N 10,015.85 PtiTUrr'e'? ear: ;tu `rev to I +'scs rt:tzur.R�'-L='±.1 r--(n r �r E ZO,A SO BS F FG:r wnp..w, �- ,3 4� 3 1'O7' I MATCH EXIST. x'(11 I r [ u_):2;i ,n.3 'to CURB AND �� � �Q ' ^>: row r �1y Nwr PGHruFIL7. Rif ooiclC�TTERqw3~ s �w3W 3 M 3 445q N" d w io ! -am 'oma u7 carr of $oa N 10,015.27K 914!}{ V U { I ' �� ¢`IOQ Q3o (n Qox MATCH X15ir �'�}}r ri If ,I ! `°Ino In20, 0.35 3zn� (n (no XI. _ caw¢ CURB AND t 7 I ! Ii m , 'nw� ",:.. '(w may{¢ "' GUT,TE>1.F I• ',,. ' I [ ^.at_r.='�r. - E - ecranr "x.r ,{ --HAWDj AP_ AMP R i 'y I,HAND CAP R{A CCSS - - ll ! s-5," S '. i SEE SPECS. I c' .s - - � I• ... 4 L' --- [ v---' 4- .— _ � '~-^��� -- .„•-.. ..^ice - - — - e mow_ HAT-2, I AMf nnr� f SEE SPCS.� ' 1 •C6(} r� , w 4 A. I ' �? 1 •+y x iii'ii-M 5 'k I �� a p �_ l.1 �, n� "nTwJ j fE Irk ! >y Anr 'I �Q.0:..j1p LWA IAC f I� Y.m r1 / ` GAF 3i 'rt! II / � a r � � � 44IDE SIDE1 .e =1j J ., ,, i eL�alti'tu REFLACEMEN ;t±v n s _In w¢ (� �Qr co t n' w LOT aJ o�� I w} LOT ��-' LC77' 2 ;r J LOT 7 i hi:iR54h.rv;.H9Yh w>_I_ i N p {1GRrA4HOY r•wn r °G r +'cY'A'GK;11.'iv %L703 I �r� C.+'0(1, i:UG.CRT PAUL T'F��U. =rx LISA.r'. in Q a (:FIlJ+{OIJA, ':AI9EL VAL { Q W J Q• iy!EI'�ORI&4c'RDku LG NdRMvuCY P.6A0 01 z;10::NARWANUV R1Fw7 O >fO.q..'YrORTH,M "16103 rrFF````WWWW 0 Ln Ln TX, 7GIC.3 I Qw FGRi Vow..Tx.76103 arroXi In3 nrwQ (n aln x " 1 rw� uj< I N c5 PAVING AND DRAINAGF IMPROVEMENTS 0 10' 20' 40' e SCALE IN FEET NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) ` G DOE NO- 4841 3� = MY OF FORT WORTH, TEXAS F&v ADB NO Tw0s2a5 aW� DATE NORMANDY ROAD RECONSTRUCTION SCALE 02/30 1 r a0' DesICNFD r oil Freese and Nichols RIGHT-QF-WAY ENTRY Ci 4055 In(ermG°n°[PI°z°,Site 200 DRAFTED CL FIGURF - F W°,t^'ix 35-730 NORMANDY ROAD Prone -18171 735-73U0 FILE -- F°:- 18171 735-7z91 47Q0NOfmOndy.Shl Paving and Drainage Improvements Normandy Road(Ederville Road to Queen Street) Parcel #02 Doe#4841. 4504 Normandy Road LOT 2,BLOCK 6,MOUNT VERNON HEIGHTS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned,-hereinafter.referred to_as "Grantor", does .by these presents grant and convey to the City of Fort Worth, 'TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 6, LOT 2, MOUNT VERNON HEIGHTS ADDITION also described as 4504 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and f approved by the Grantee, at which time the above described temporary right of entry 1 becomes void. This Right of Entry °shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE .AND TO MOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15'x' day of February, 2006. GRANTOR: MICHAEL D. NEWSOM (Please Print) (Signature) ETUX LISA F. NEWSOM (Please Print) (Signature) s I I [ 1 , I _ � I WI LOTS a¢2 �= I ra�S L0TS 8 & 1 N 10,015.85 I PA?ABE*., r:n;7W..E - u(� `v (n HICKEHS.f:A4Er 1) r E 20,450.85 ' F– 0051i8Ru:rrr-B 9A(r rM r F51.;HOFUVAN ROAD - ' .g ' r!Rt V7ORTH, }, Y it Q 1 r'7�-- .^ORr'7,'U'aTe!,•,,v„ 75101 i :d MATCH EXIST. I V) I a 3�"' n - CURB AND i F, riJ i r a[ – R-rA ,L .[CUTTER I vcC ( I a > r 3:>w mow, t c -NY. 7U10q*An e-,r..^ee.eA lr ['.Q I Oly '� '^t QIP I `< Ln TY. 78103 N 1D,D15.27 jil �� U i ? + Qua- ¢La E 20,420.35 fLr fts v hvi vi LD v�zn I a pMATCH'£�FYS�Y,Tw3� <o I GURF i3.ND I r wa rlE�`MT, ¢ I'� 4'WEDE SIDEWALK (` s'ci ix-\� �L } & RH CEMENT e ND1AP rF�AMPyu wua. R S I -- : 1–II ' HANDICAP RSP _ –_' / ll " SPC :-4 _� a. .,:.SII: ' J. `SEE 9PEC5. �I - 11-v?C}- _ J - �' ¢ r 1 c cnc�r I r 4'4SiDE S0EWALI< �. g In I r nr,nner, u4 a m¢ REPLACEMENT rfn n-H Inv- ^YhBC¢ J)I �V� ' T I' �?ag � f ^d~ I, I mm <1- �g3-, LOT 1 N0� LOP 2 1 (D3>. LOT l rt-J a m �' , T 1- o>_ ir L'�' :Ch08.fiOBEliT Pn;;l. ' r - kI{;whLl..B,.E[LI%LISA F. >–flit= CKISHOLM. 17nNIEL 4AL I . Q /A'JO HORI.I.'WCY ROA.7 rg•,.fl' HORIAANM Flamm a–1 ASMI NORM-Il Y voA 1 Sp 3- 1– I-^t)fS VrOrYR, .S, rr¢{-- L I SMOOTHr..^ROPERTIES LP CO(iI 'n103 ! `m'�l'fORiH.1%, 7n 103 Qw FORT'UYiTII,t%. 76183 �� 71 n'VI.WN.L S1R�[Y ,nXr I r �P a Qw cHnl'I:t RfE. rrc, 76851 Cn L- ! I O}XH I � f NwQ omm ! i I I I I I I I I I i I � N PAVING AND DRAINAGE IMPROVEMENTS D 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. A843 6. CITY OF FORT WORTH, TEXAS F&N 114 14 FTw05233 DATE ■ NORMANDY ROAD RECONSTRUCTION SALE °,"°4p6 1 Freese and Nichols RIGHT OF-WAY ENTRY °EsIcNEO CL u4055 Imernoti—IPloze,Su1le 2017 CIRAF TE❑Y n•ih.TX 76109-tE95 NORMANDY ROAD CL FIG°RF Phone -(8175 735-7308 FILO Ta= [8771 735-Ic91 . 4504Normondy,sht Paving and Drainage Improvements Normandy Road (EdervIle Road to Queen Street) Parcel #02 Doe#4841 451.2 Normandy Road LOT 2,BLOCK 1, MOUNT VERNON HEIGHTS ADDI'T'ION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY 1 - STATE-OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and"convey to the City of Fort Worth, TX, herein after referred to as- "Grantee" a temporary right of entry onto property described as BLOCK 1, LOT 2, MOUNT VERNON IIEIGHTS ADDITION also described as 4512 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated .herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, g Y g representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and l singular, the rights ane, appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore _the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15th day of February, 2006. GRANTOR: SMOOTHE PROPERTIES LP (Please Print) (Signature) I I �x x ; c LOTS F r�2 J I �Ua L0TS 3 & 4 I LUT 5 I x 4 = Aa.i011i_l. G"'r vr+_ d 7 In NrCv;£f15:(NC)Y 9. = IMM. rRi 417:r I,[� •t!1'IS N9HA�A - +^,-" _N 4513 NORI.nN[''Y R']fi0 _ QS... - ¢� FCtR(WGRTP. Tx.76193 :xy15 NORA+r•P.`iY RO�i7 !!1 f(':;F WOR1H. -X03 d) � 1'7}� � y:S �Ml:?fi12`N p`.'P.OdA f :Y')RjT i. i-,%5193 �.^Q )`'- �o u n, nom I oar ho�T i . � F- rsaJ ¢ pp 2 OJ , t rel+� tihs- I C) I PJ him I to(n v1 117 In Sn 6 I 1 ¢ ¢ H �M f r'w� , x' Lp¢ ;olxy0l 4'wuE SIDEWALK 3X� RcrxNw`a r " �o 1 I Arh F VACEMENT I rW¢ yU TxE> aND CAP RYtPI ti i s :E PEGS. 'moi. 1 ! 5�.- ! �� ._, Isro rn�l+.. � ,•]A xr ;1 �?�]E _r � }r ._` ryM Tc„ � -� — `•1-�. _ '• _--' r -.t.�— .11."�' rr'- — �_c� U �� Lp JI" 1!j .64 �_��{ A • - '� Lid irk:�l-''. kf''=�'�- -✓,'� IF;- I. - usly �I '.7);,I ... r t-'" - -/'I •. 4V�rr1( �Po k - -.! A" "Cati�s�rr 1 �—._...T._-_--____—__—_ i •'ihli:[o p! f 'w:u„� �,`_ s { L nc w n[ t ,F x I A'1�IpE SIpEWAL�( I ¢ I Q Irrx]( r 1- a�r,rRar r a s rn,ww:wKr 1 a U¢ - REPLACEMENT , r vernnrrxu wAu I d h r a y -J �J LOT2 n r LUT 1 ! I �= I h 3: rnc�l- a3? LUT" 2 o L0! 3 o: 1r114fL 6. ETVX LL4 F. 0w (115HOLA}, (VN1I:L VAL ' f EYP MCdt+.1._NOY ROnp OJ 4"HI{5 rlOR�1NfGY p(wD 1 O M 5moo"IVE PRaf E6TI£5RUHr;I.?R6urlt!(1 }i'LSS TH, 1X. 7S)Os I Q FOR!WORTH,Tx.751;)3 I TINµ'.WhLL RECl (r) in N U! �_ O 431 e.NORlanHW R0.4G n� I Ifl Eu F�m{ham X O !' r CRnf'F,VrRE,Tx,7F 51 W a FORI'WG+TSw, TX, 76193 W I i [ uj IXT— I Lac �r N CCS PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20, 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 CITY OF FORT WORTH, TEXAS Fyro JOB �DFTWO5233 DATE =_ 1MNORMANDY ROAD RECONSTRUCTION SALE D2,3°'Orl Freese and Nichols RIGHT-OF--WAY ENTRY °EscNE° CL - 4055 Int,—IEnnol Piuzo,Saite 200 GRAFTED rnrl Wnr1n.SX 76199-°995 NORMANDY ROAD _ �L `!°DRE Phone - IS}71 735-7500 FILE Fo=-IO171 735-7e 91 - 4512Nurmondy.shl E J Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel# 05 Doe#4841 4515 Normandy Road LOT 5, BLOCK 1,AKERS &PAXTON SUBDIVISION j CITY OF FORT NORTH TEMPORARY RIGHT OF ENTRY A STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the' City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 1, LOT S, AKERS & t PAXTON ,SUBDIVISION also described as 4515 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed. and approved by the Grantee, at which time ':he above described temporary right of entry becomes void. 1 This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore 'the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. t EXECUTED this the 15 o day of February, 2006. GRANTOR: RICHARD LEE LYMAN (Please Print) (Signature) �x z Jx Axa LOTS :3 k 4 I LOT ..5 0� I N 10,020.56 v 'LOT 6 J aV ';tu a:cvFa.:.cksEe[ ! r-- Jt" r I LOT 7 SE 12D.aW.0 Jr r'I- 4:i C:k9k1.:TPlC a_`Au: J i_Y!7AP. F?p1'_-?'�: dL.'� J Q ar }1r=Mn;;nr Ra >x� I seaxt.,- I uGwr.w.P. IMATCH, EXIST. a rna� ��_ mT va,H, rx. a:iis i ` x m nrorir.'rx.'7S; a -ib1!reuann .,,!?' s7o iceu �iNO 111 - _J 'J 1 i¢torX.Tx. 7fi:C;i -•. I-' ,> n�- ' n of - n l rc4r wcia:;l.Cr :•.C,R irtf) �� w >. 1 0 ,J ox N 10, 20.56 Uw l^003 'nQ i .' ca ¢m ! �?-r _ v L 2O 3.28 MATO EXIST. v�iv ¢ zlx I wC]J ' CURB i10 .AND ;„ Zr r Xi F ^1 � a �dy� p Q— GUTTCR °=w¢ 4'WIDE SIDEWALK i m3r/I a CEMENT 1 ! - w¢ II S ; _ I _— � �,_kf`- � .' = �.• —�._-_`-_'-. .. r l�.. � - �I�L2' }���, 17 :max I.1� I I - - lr} ' ., f .11��[I+� °' I.;,��,?:;L,•Ii I I� ,,`I �1.7•nn' '�. ru`w_ -'� _1�•�0� � I ---------------------- � N4 'l 1�� } N s �.f.. Y¢e I�/ly v—E S<YFs I /�'.F.Tn'T L -- -II \ 1 t- r 1 I A I rr ¢ 4'WIDE SIOEIYAL'K max¢ az a N art } t N REPLACEMENT ! N 9`1951.20 E 20851.1E ¢sT U� I r MATCH=EXI: g rJ aµ OJ J J CURB AND zi oho }� � r� CUTTER \ i y LOT Y _ I ' - I rfl Jam. Lo>- JL-" LOT 7_ i � - � tea ~ o� a aJ LOT 3 ¢ �- LOT 4 N—9'95'17 F. p CkiiaHUL?A. ::R�ilta ih' ¢1� O J 4:?IB hG>?I,Lhif)Y f/ay p q l"' 4til)TI;F muE11TV,IF I r 1--� �U 3 I F- ?--� E 20,853.}: -- I ¢w Foci,vorr::,ri.�H*,s o� t�w.,wkt!seer rr1 >n :>- �r.:.rruu Erur. rG:: cnrn a.yr• r1otA'TCH EXI' r 'k5l�-'OF+?"'Mr,3E;3Cr l] sflr"L' U] Q w ,1,.-I �GU1F'E4:kE. Fx.75o5= , X F415;w.r - X dG7.0 HGRIu.LrtLr- �- cn In F.p� itTH, Tx. %e1ra Awa rC B AND i o o x rrY O x w I FORT waeTn:, rx. ��JJ wa ' ' I rn n F w ! ! GtJTER xl m N �s PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN. STREET) SCALE IN FEET 3 DOE NO. 4841 CITY OF FORT WORTH, TEXAS F&N JOB NFTW05233 NO NORMANDY ROAD RECONSTRUCTION SCALE 02,3°'fl6 1 I.. . 4°' t.- ' RIGHT-OF-WAY ENTRY HEscr,ea CL a: Freese and Nichols DRAFTED F1GuRt 4G55 m1E.�or anol Pluxe.5�1re BGG NORMANDY ROAD G` Fprr Worth•Tx 76199-695 FILE J. Phone -[B l7]735-7309 =- Fo.-f8171 735.7641 4515Hc—andyshC Paving and Drainage Improvements Normandy Road (Ederviile Road to Queen Street) Parcel#01 i Doe#4841 2001 N. Edgewood Terrace LOT A-1,TARA BRONWYN REVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY ,STATE OF TEXAS §' # § KNOW ALL BY THESE PRESENTS f COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Lot A-1, TARA BRONWYN REVISION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its. contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. j This Right of Entry shall include the right of Grantee and its employees, agents, i representatives, or contractors to access the. aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and ' singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Propertyunder this'Right of Entry. } EXECUTED this the 151h day of February, 2006. 1 GRANTOR: JOHN RUCKLE (Please Print) (Signature) � NMI nit r i Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#2 Doe#4841 4604 Normandy LOT A-2, TARA BRONWYN REVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT A-2, TARA BRONWYN. REVISION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above- described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under.this Right of Entry. EXECUTED this the 15a`day of February, 2006. GRANTOR. TIMOTHY HALL (Please Print) (Signature) M.F. KRBDSHULL (Please Print) (Signature) I 1 H O r e�vn END PAVEMENT TRANS.' 97 ar 4{j�• ,� - orlLF�ULLF QEPTH,SAWCUT ' EQ: 'Ing ?-49 :=4a1fSE 34.5'lT <..A 'XIST- w rn� •.',;�5^r: <.�eJ': JD ``c) � r ¢ {. j N 9,845.40 oz N 9,845-19 € Q z +x r , ��a� E 21,137.42 i. T j ) E 21,165.09 MATCH EX 4 po ^w MATCH EXIST ;e;' r' CURB -ANDIST. w ��) jw CURS AND } ._' GLITTER EXIST. >z ria g HANDICAP RAMP GUTTER i i,i _j O�D _ �ti SEE SPECS. sn, SIQ ",\ £N�AL14"(TY HANbICAP'f?AW 1 +' '' 'HANDICAP RA SEE SPE C 'i SEE SPECS: 1i4 " m22*Oso Nlj�ML 2 .00 , -- -x'_89- 3 ' CD rrJ N Irl d _ it Y f I f . J r ;E! v <n a � F � J aW _ n ;;�CC � a I¢w O 7'� ...Ip lz V' } J(A i,i= }},i�[_ Ui-- > + �� �(n }r- Q r_,_I Ind s c, 3 y rrrN � N '� Ln l N R_:3 f{- �O Q—Qrn Q= a Op) �� Ox •'.. .' �_�'� an� n Ul V) m Uw In - i}•rn-rya Q an fl)`~ mm r- t— )� '.' +'r . ¢ Li isia Yzf °< wa oC) rz� J,, Fa��utl 4 z4 r ..... o_ zi oz 1 _ 00 4 r.1..1 �N N PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 fan - - CITY OF FORT WORTH, TEXAS E&N JOB N: FTW05233 azO. o ., 6ATE 02/30/06 EDW-� ■ NORMANDY ROAD RECONSTRUCTION SCALE 1 L• 40' ai000 DESIGNED } Freese and Nichols RIGHT-OF-WAY ENTRY cE w�-1u 0.055 In[arnaHonol Plo:o,Suite 200 DRAFTED CL FIGURE — F.,)wo)^,rx e95 NORMANDY ROAD na'Lv°i` Phone -1877)735-73635-73Cp FILE 4604N0rrnanY� d Sht °�= Fw -IBl7)735-7a91 f5�gn n.r.,._.=wren, �arrn,...: �..,a. n_. ae G _n,.ne..< o„ re.. m»m Gy.w...r.a....��..�...r�.....n�..e_...,.-..Ga.•,,,._,,..,,...,,, Paving and Drainage Improvements ] Normandy Road (Eder-:ille Road to Queen Street) Parcel # 13 l Doe#4841 4605 Normandy LOT 13, BLOCK 1, NORTHVIEW ADDITION ] CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY J STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OP TARRANT § That the undersigned, hereinafter referred to' as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to_as "Grantee" a temporary right of entry onto property described as LOT 13, BLOCK 1, NORTHVIEW ADDITION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of l the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated ] herein, until such time as the project is completed and approved by the Grantee, at which 1 time the above described temporary right of entry becomes void. k This Right of Entry :hall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and. appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. ] Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. ] EXECUTED this the ISa' day of February, 2006. GRANTOR: RITA C. SIMMONS (Please Print) (Signature) i s k E _ { < .�N 9842 97 V, END PAVEMENT TRANS,' vi -e FULL�DERT-Ha:SAWCUT , E. 20,882.49 '71 Fix MATCH EXIST. X4.5'LT CUPS AND o U w 3>- N 9,845.19 GUTTER �I A� .42 E 21 137 Lo MATCH EXIST. 1111111 " z 9.843.01 w z CURB AND W E 20.884.53 x GUTTER HANDICAP RAMP MATCH EXIST. >z Ln I r 0 wx IwCuT CURB ANO �:� SEE SPECS. Qfw "C) Guxlo- k c NEW 5 SID�. L w 1: HANDICAP'Iiop A SEE SPEC; Phyp 1. 0. 3 _ — �_ III 'r} - -- - - -- - ?^I Ll 1 .1. 1 22 JO .001 VALLEY ci4 "Z' 03 774.16 X 0,879.43 'CH EXIST, P B AND w t �J'w Ew r, In " �t— 6< TER -,A —iv) > 7-; lq -j OR 01 177�'j�\' <L z >i n rfn� A-Elf (�>1 CLI '->V'L V)I" yr 3rr f':m� - Ln CA x3:fl� a (n F2 1 cv 14 3-m )Cq ten:-CH EXIST. ma: oLn A AND -90 Q w Ln /w'-,pET <3: ­0 w x sa TER F2 F-W i " En V) 1 1� oz lf�55w i4a. Al2 cif M occ 'j AC VA If X o ro il.,z Ld-IC 00 0 z iV 41- 0 5r.f� f Ii oz J PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 F&N JOB NO. CITY OF FORT WORTH, TEXAS FTWO5233 011TI- NORMANDY ROAD RECONSTRUCTION SCALE 02/30/46 I" - 40' DESIGNED Freese and Wichols RIGHT-OF-WAY ENTRY CL DRAFTED F4 055 MW-ti—1 Plum.Suite 200 tr.TX 76109-4695 NORMANDY ROAD CL FIGURE .11 W., Ph— -017)735-7300 j} J Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel # 01 Doe# 4$41 2004 Lynnhaven Rd. LOT D, TARA BRONWYN REVISION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY ' STATE OF TEXAS. § 7 § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § 1 That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT D, TARA BRONWYN REVISION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose. stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, .agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the. above describcd right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore .the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. 1 . ; EXECUTED this the 15`h day of February, 2006. ' GRANTOR: KAREN A. KOON (Please Print) (Signature) SHELLY L. WARREN (Please Print) (Signature) � E QI T w END PAVEMENT TRANS.i m I O r Euul DEPTHawCUr ; I r� '34 5'LT E c ! 7-Z j a I f N 9,845.40r N 9,845.19 <-, I j E 21,165.09 No�� c~io 0 nr E 21,137.42 ' % /s?" s f MATCH EXIST. C) } I ;o w MATCH EXIST. ' _ 'm � CURB AND /�Z s i CURB AND ro�N wm J I ' j "I GUTTER �'�—' oui I ' OF GUTTER 7t:; 1 i I �v' HANDICAP RAMP I wa wa w SEE SPECS. P :'j 7 f I •,d ir o ! i I> i. i Oma, wJ :o NEvI fg WlDE �a j o, w t i E > F .a. I n� f 51AL (TYP.) I a'- .I.. i I ,AN6 AP RAMP a� r w 9 j SEE SECS— _-- --- '1F' s�,nM1,eU= X9.60 I I ftMAhltil:� -k .', X3.171 _ _ „ % J:46 . � s" �t '1 M1 1 t _ T2 If - i _ L o. 3 ` M1J W ....RFI J W !I �' Ir F-Z a LI _ -� 1/11 �{ T°.T' V] x X u -:Q 4 II I-I-1 fir. x�ilil Q I-- 1n V]F- '� f s . Z =m�. -� t rn 1r -J _ t _ c° .TA �?� Oa qI! I '-2 rr .. OI �}F- Jin :I r y' -i v) v �* ! '-� C(!i N 7r� Jw 1. r Utn F' N � N �� <w 1+1 7i� ¢ ' T,Q 1r,r j!j uYttwQW X(ya ci._.-.._ �. 5 N �z�l Ww 0x r c,r .F!]z Y Z1- U7 O M If Uw .�,v;i-�alr10 u~i �N Km la-�1-M 61- 0 V O� �� v)(z a m -ay.,w- .: ,3- - x Y Ow e ' 'i.34 a. In�ul .I I..GI a O CY a� [ a ' a: r zVin[ti xY 7 1- � �,� n A w a Q <91 Ff•�.�Ci<7H, ti- N 9,777.091 Z as z r Z z r 0021,253,85 Oz MATCH EXIS, . J oz E CURB AND� I II GUTTER .I N 1, a5 4„ PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET S DOE N0. 4841 F&N J03 NO. CITY OF FORT WORTH, TEXAS FTw05733 azo GATE 02130/Q& Irm NORMANDY ROAD RECONSTRUCTION SCALE tiG RIGHT-OF-WAY ENTRY oEslcreG Freese and Hichols c� DRAFTED 4055 iniernv5on°I Pi°za.5°1Se 200 CL F1GLIRE F wnrih.Tx 7Gia�.4ag5 NORMANDY ROAD Phone-L8, 7,75-7300 FILE - - Fc. � IBt71 775-7 191 2004�ynnhaven.shf CYo h I:...:_wr Alt .error,urc n„r.. A... 7e �nnL n).na.3a oa, ,.e., A... r.7..•t,a.,♦n..eean...w,..�r..,..,en.....-.nn,�a'lnnal..��:��..�-„�, Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel # 13 Doe#4841 4701. Normandy Rd. LOT 13, BLOCK 2, NORTHVIEW ADDITION a - CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § ' § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred do as "Grantor", does by these presents grant and convey to the Ciiy of Fort Worth, TX, herein after referred to as "Grantee" a ( temporary right of entry onto property described as LOT 13, BLOCK 2, NORTHVI EW ADDITION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, a hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for-the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which 4 time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents,. representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. 's j Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. f EXECUTED this the 15th day of February, 2006. GRANTOR: LOUISE BRYANT (Please Print) (Signature) Q z< 0 AVEMENT TRANS. DERTNrSAWCUT wF7ERzu.A01.QNYJ f-FOX aW <Uh!a", "cc �4. 'LT E 5'LT z - '-rff TX,76103T V, 5< (D Cr�-- i 1 i N 9.845.40 U-) m _� �14 C� 00>c N 9,84 . ri 1.-0 E 21,165.09 oa� 0 F-W 21,137.4 jm: a O_ F UrD X�2 MATCH EXIST, 1, z , , MATCF1 � STI CURB AND 01 CO w LL �i URB AND I z (r,3,U)" (n GUTTER C GUTTER :j 'f _j Lj< << V)-JA LJ< z C)Ln w< vi 0 C3 O i V17 Ld H A 11�01C�AP RAMP q-. !,,V iiij p y yQA[j 24:IN 7. a rij ........... .7, :00 E0 w LLJ Ld z 0 W m or: < M 1,011 16 Fr. LOT 15 ar m P11 <Lj 17 34 _j C T V1 (n F� S2< <Ln 10 C� 61----i� i (D ow w Ld w tj ZF V)F- wof w (n ir C) - F-: ui z LP (.):z mm <cn Ld 0a CJ V, > F-,Z) N 'I 'EN Lu< �j F, MVEN R13mq; 0 < to 010 k H, X, N 9.777.091 00 M.0W.A14 Oz MATCH EXISIF. FORT WORTH.1a, 7F,C-_' CURB AND GUTTER PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET m DOE NO. 4841 O. CITY OF FORT WORTH, TEXAS F&H dOB N0—ATE FTW05233 02/30/aG NORMANDY ROAD RFCONSTRUCTION SCALE I" - 40 DESIGNED ' ir RIGHT-OF-WAY ENTRY CL onry Freese and Nichols DRAFTED D55 lalurnotio,cl Run.Sate 200 CL FIGURE P. NORMANDY ROAD .,t W.rth,YM7r,109-34895 19171 735-7300FILE 470INI i j Paving and Drainage Improvements f Normandy Road (Ederville Road to Queen Street) Parcel# 14 Doe#4841 f 4705 Normandy Rd, LOT 14,BLOCK 2, NORTHVIEW ADDITION CITY OF FORT WORTH 7. TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 14, BLOCK 2, NORTHVIEW ADDITION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. . This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. r Grantee shall restore the Property to the condition it was in immediately prior to accessing the Proper-ty.under this Right of Entry_ EXECUTED this the 15"' day of February, 2006. r GRANTOR: i APOLONIO ETUX MARIA GUITERREZ (Please Print) (Signature) j-U VI Of }- nine e�'I �r�s IAnNUY AW-1 Gl�fiEvRs�,FcI+E.GNIC)e'ruM IR rl.au Nr.C.,n Lc F,Ft; I. m. 1 :..C..�. Fla 1%M1 TX, ][.1 C3 , h6RNpNpY{(}nG pj J 2N53 r WILhIH•i,}.I,il!"'�i 'll FS'IX AkY o Y✓'n. } "!3'}ta.4iE LaYEr�?�-� 47,N ntj"45�0.R3.6!?}'o FVRI'WORM. TX. 76,03M HUFK•l rx. FrE•�r11,5 N[][I: ; I NQ S - �C3 MATCIi EXIST. CURB .; �-.;'.°v " .-. i I I �3ir�v ~ 1 GUTTER r— V F W ;_ o ; yr' F z W :�} �rI+�'ra:r. - - 1 cascl�c- .0 5LK11D�YP.) Rame�wi�k nn�rv.:w�E le' i^• AiNiJiCAA�JP4 P 12 kMP I! SPE 5:" M�tsz;.` I is :: r E e.'s i ti3 %a:i.: _ _. ._.": � •J... ;'.:.. w� _. . 'rcl,il. '? 4' `��#I t.::�: 'r (';lira �12,'LI �J�r ''�� ' 5 7. 7. r'.,,. '^ •.;•' - tic. __V.-:::j_ u;74 P`•.',i• i- - i._ixS,tR3k+:. S�VY1't W�ALK OTnYP Z I ;�rtm�T-rd.C) `JN �\I-• — -- - - _-��� q i���-.J'3i�i`Fm:_ 1 ` l,� ` , o•.< am�O (4 9E1!�J�r -prT.a i, .tit a� 1 \T tF•G �.'_L'.— �Z CCU~ r I.- vep rnz a I / �EA r ) m LOT 1G R PT. LOT 15 � in ^aM �' lLIQ CIl 1 1 —�\ [O �TKWE i6G75, PACL 94 1 - inJ . .}r I GU�.,L �io'FlM N I NLOT LT.-CCJ W 1a' 1IIf 0�t- 7o N N \ i Q; I! j ; v)w 0 o.J < Q 1- ¢ ' 3 o rY F w F �` En a, In Z i N O ' I wcc 1 47(W N0144AIDY MAD FORT WOR71i. lr:, 'isiui rHAlfFgrJN. R/,},If]Nn t_ �1or ' 719 4....14fap. R0.4D Pe: N PAVING AND DRAINAGE fMPROVEMENTS - 0 10` 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4847 CITY OF FORT WORTH, TEXAS FwN roe r+o. FTWU5233 All NORMANDY ROAD RECONSTRUCTIONsenLE 02/3orp6 1" 40' RIGHT-OF-WAY ENTRY oESlcweo Freese ana Nichols ck 4n55 Inlernuliunaleln:a.SA700 URAF TE{J _ Fan Wor lh,Tx 7fi 109-4895 NORMANDY ROAD CI_ FIGURE !+none - f817)735-73ao Ko.- f8i7]73574gi FIFE - .� 47U5FdofmondY-shk { Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel# 15 Doe#4841 4709 Normandy Rd. LOT I5,BLOCK 2, NORTHVIEW ADDITION t CITY OF TORT WORTH k TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of enty onto property described as LOT 15, BLOCK 2, NORTHVICW ADDITION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee'and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by theGrantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, } is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15'11 day of February, 2006. GRANTOR: 4 DONALD ETUX MARTHA BLOUNT (PIease Print) (Signature) s +.... 1tr BUM14".WHALO ETV% M"t I.,— WILK11B.;,A.M-11 I!E�1Y. 1I � -f7;}S HGRUAxny RrAr3mT-� ?N5� .',TEF!iA1ulC L.vi:r'7}J ' Nlag1',� y�y,©IIAO I ��' 9,848.25 FOv'T NKiIfIH,lx 76105 471 1 4 I J'i HJR?:f,11:, 76059 rn� } E. ..560:17' :� E 21iWA?.4- Nc' 1 c14 MATCH EXIST. A M'A'T,�W' 'y1 of CURB A D a > �' Si i CUREF A b GUTTER �'A+—.... r U I ! GUTTER F NNx v, n z rr II H. o tJE1H 5'WIUE no r r nt 4 ICi WALK {.YP.) s,,i xrna\ ` n Ui 4RAP 6AM ��, x 1i' SEE SPEQS, I 1 %'m Ilii i y d `j rHc ve;, 1 If)t.t I .. N{]rl11A111!' TR7k�f7 J .rvn� :Sr _ Lp - I '- ,"`� I _�---- {�4•„ '9 `�yz r..a rlFt,.ES' r / s S� •lJ`z�"� 1.� `+i�[�C I L\ 3 L � :CYC ,Q'n'r —�-� 1-.5fDLVAALK i7o .2,x.✓ r.w Ih ,�€� war I I� i �- 014 � Q I =h E '�,J m LOT !6 fi PPLOT m to YUWIAE I6075,T-PACE 84 1 Ii.R.T.C. GU• Cf {I IO ECM N � �� I.�J7' Lr,� o>- LOT X'-'R o? > F<-w L-w Ln Ir 7 - -• 6 N N 6 5WH.LHANNE -nWil.(T, 76133 1 - lTih7rrr M\71:111.1%, X6133 ,,... I SIMMCWSRIA C, 470)NORMUDY 110-0 5fl PORI WDRTH. N.751 W r_HAkinix RAMJA I_ 1 C} I X4714 nn,111.IJB'r`4(ME) I REE N I PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 _ CITY OF FORT WORTH, TEXAS Fir roe NoFwos2sa DATE ■ NORMANDY ROAD RECONSTRUCTION SCALE �2J30/Q6 �$o I" - 40' ' Freese and NichOts RIGHT-OF-WAY ENTRY I7EsrcNLu CL 9055 4n1e+nollt•rPIo7U,Salle 200 Forl Wo�ln,T% 76 76M104-9B95 UR AF7Cf] �IGIIRL �.. PHoe fB1717157aflo NORMANDY ROAD �L .va For-lB 171 755-7941 FILE '�- 470914or mon dy.shf S Paving and Drainage Improvements Normandy Road (Ederville Road to Queen Street) Parcel#L Doe#4841 i 4714 Normandy Road LOT L,REVISION OF LOTS 15 & 16,EDGEWOOD HEIGHTS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § t ? § KNOW ALL BY THESE PRESENTS j COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT L, REVISION OF LOTS 15 & 16, EDGEWOOD HEIGHTS ADDITION also described as 4714 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the } Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry f, becomes void. } This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. i TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the lI day of February, 2006. GRANTOR: RAMONA L. CHAMFION (Please Print) (Signature) E I J I f ~J END PAVEMENT TANS. ; zz¢ za acs zQ FULL DEPTH SAW(UT w �z ^aNLLJ I J OFFSET 34.5•Llf ' c ,70 tif*!.TTX 7 5:: 6>..J 3r- ST EaXEs'ISX:Jrj]-J r -1,,1 i4�144+�.a' �t: I I` N 9,848 25 N ] J ,. 1o,t;watr-..Tx. 7x!1,31+, cn ^.,;.Tx. .r.GSa v!� 3 - , i , _ 1,., my' �r N �} E 1;5d0.2�:.. ! _4 E 21i5�1EM �2'X:.TT.M_ j 3rr T 0 a no m ��' MATCH EXIST. \I -\ �L', I M�� i1F((gryx1 'F °QW �Hi ,5CPU (7X } N EY OX 'u .z ;' ;, ; r. I CURE ANU V NQ�J f_-w r off! r–,., CURB 1#, a.... o_ moo, N aa7 o I-C3 ¢m GUTTER — U \ ; ! i :` GLITTER �a I ��Fo `tiW¢ zr7 Ln¢ WW1`" z� f i �� ; `'-_O ,I `{ O� j Awa ov_, 3 ov_> 1 ax Uo um 114-1r 4 _�.i ro 9Q sr`un F Ce=fF • ecv4tc!;A mtn-� !y ',ncw�z Y S.. r. \.o-s "'\, \ �� t`I=$�� ,SEE SPE�S', o,:,-..'• ,�1� �'��� r_�a j�jt� 'i •fir'° --- -- `•�----- ` 'F£ ''' �F--- '.zse– IST, – r--� r.-_.L--_} - ~,.�.�.-';moi. ;'I -.°-- 1 �• f-�,<-`'`.' _ ''I +t ----: :� -.',., ....- i 7. ' 'E '�� I. � �_'.��a��� � I.� �• LLS- � � � -I'{J4��al��J4� +r n�... � _ ��, ✓- '' — I _ [J IIL., I�' � s'.��{�� L ,r'.�t .}�CI}� A:IL} _`.,� C}? ? --27.GJ) 1 cr4T, 14 1 = • - -p� � , <cl h; '-(r 't:--., -\✓�J�.J'�'��.fNo ln�� ' a1 � � f_' -� t� ., � ''e-;�vr. •.r.�I c� ` �` .�V c SF. - , \Fro.yf•KCL. `-v.17:).A+I, �. `. �� YU V, CC ' 0a¢ l�4 av .�3w N 9,7Bd.1�'r_,� JLn 1,07' 76 cE' P7'. L07' 1 T� 1 r J3 ~r I iof E 21,645.36 J rnr� vl� MATCH E7GI$� F} mm !l.ii:!'...-I'. - rn¢ -J L.07- K-R ' am CURS AN(7F,r:ir!7: v,1 N .1,0 1, oK der I 0 O CUITTER \ Etim r t r 1-Li A 1 I crO Qtn r'F-c��1 ro_>-r`ri z� d'O , tn�LR - (n 3::vy 3'.Il!1{.�iAiY.Nf , OV ZF- :.A{.y-0�.'':e!e7hiC. I UZ 00 :IH :I;R!, F[, -,M3 'A 2!)f;:l =A!?:ifG-E=i�:?�L. VZ I FC1ii7 Wi:Rf H, Ik. 10,`. S E.HA Jn'pN,f:•'v4UE;k l., ` 1V e47114 '40Fj4AfJDY R(,A:,u Yri¢ N PAVWG AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' , I��II NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 p`< CITY OF FORT WORTH, TEXAS F&" JGU "FTW05233 ■ NORMANDY ROAD RECONSTRUCTION SCALE .. , . Freese and NiChOIS RIGHT--QF-WAY ENTRY ❑Eslc"E° ' CL 4055 lnW-liunnl Pla:a.S,riIc 200 DRAFTED Fart Woflh,T% 7fi 109-4995 Cl FIGURE Phone -(5i7)735.7300 NORMANDY ROAD F--1417173 -7491 FILE _er, I714Mo cndy.shl i }. Paving and Drainage Improvements Normandy Road (Ederville Road to Queers Street) Parcel#K-R i Doe#4841 P 4718 Normandy Road LOT K-R,REVISION OF LOTS K &r J,EDGEWOOD HEIGHTS ADDITION 11 J 1 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § 1 [ § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT K-R, REVISION OF LOTS K & 1, EDGEWOOD HEIGHTS ADDITION also described as 4718 Normandy Road, Fort Worth, ' Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constricting the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`h day of February, 2006. GRANTOR: / LUANNE SMITH (Please Print) ( ignature) f 1 , I , r J I Y J s pJ END PAVEMFNT TRANS. t z� i yr z v v z FULL DEPTH SAW�UTLLJ �¢ul �- �¢F JF OFFSET 34.5'LIT m r �l`-e �1 FY s-55Y ~ I = N�7 -- a 6y x IES.3 „c :r> J' � a Nu9 4 d A _ � ��, i N 9.848.25 Ynr o6 d� _ n - : _., .s -e�7, rn I �r rc,. i \I E 21 53.1 AZ:r�;r r a� nSTEPHEN 1 [r �> Irl E i 5 0 27 I Y -A \ S t w ,mx fiig' E, c PHEN R. = o no3� w— d �o3y [> — MATCH EXIST Ys Q\ I T M4CG( 7C1T,_,.` NCrr vc,z .Tr a��l r N J DX >- N x� OX .E I�.,.SJ r J `, CUR$ AND.... ,c�2UW © �D Wo_ 1 w k,r o:, rw CURB QNO„ _ I GUTTER ¢m I ¢w ao 4m < v Qo �' GUTTERy.3w- CO �� roW o wr r —rN ¢m t--rin ¢m - NNVS of of � VI GY. mof . zr In?te t!] Jm L Q ZO N Irl z •1 ; '-....`' F I )r-_,1�orx p I =ixi¢ E vo �W ur r' A \t 4Ii. p .: QF -. HANOICAF? A' \.SEE Sf?ECS. - Tom.': .Y''.:-:.:.�=T.,�1r ="'�_,,:•- ;"tel I_'il]{N tl 'I. .,I :.:1:_ S.,r __s s: .RNs', 5 -. x •, _ i Ll 0JCAP RAMP tr n � Lf _ 6 . 4e ��`f °_r l�]h4A4JDYl7* �} 5EE'SNcCS -- - 25 0{7 �cE _ya 11 1 I7 1 I} :—ZIE EAO ELECi jtT0 [3E �. J e�4l�-�;c .rr.,_xc'w:u • :.],�,•w� .R"'\ `�\f I�.```-i;y-�5� w cn �¢ �� N 9,780.1 ° Axl r 7'. Li17' 15 E 21.645.36 5t7 J r- crl r'7 - to MATCH ExlT- 1 Il t�! ....... ra�:�s4 J w ca J CURB AND r y N wa } Ltt7' A'-.P om r� r N Ld"' Lno} air ox T R NQo NOQ� a-o w N- LN rn�lnr)O - '.::A.N+J: U Z r,Fl:kN, ,.RF(il} i! --A - ����Y I�Ri:E,Tk iGS 33 - +;ii10 mvNf:U'?- -- 'a`H1 BETA c _ ti i O C�h`lPiOFI.YLkASRlrP L •nnn 1`k I I PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' E NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 rho o Fm CITY OF FORT WORTH, TEXAS F$N dos ryFTW05233 DATE 3 }=0lrmlv NORMANDY ROAD RECONSTRUCTION SCALE 42/30/06 40' pL oah OESIGNEO Freese and Nichols RIGHT-OF-WAY ENTRY CL 4oss mtt.n-.6 nol alae,S,dte 200 DRAFTED Fort Wor(8 T(f 7;;7.30H95 NORMANDY ROAD CLIFIGURE Phone-(817)735-7300 735-7491 FILE 4718{�'ormond tl Y 4^ Paving and Drainage Improvements Normandy Road (Ederv_lle Road to Queen Street) Parcel # 16 Doe#4841 4721 Normandy Road LOT 16,BLOCK 3,NORTH'VIEW ADDITION CITY OF FORT WORTH i TEMPORARY RIGHT OF ENTRY 1 STATE OF TEXAS § a _ j § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 16, BLOCK 3, NORTHVIEW ADDITION also described as 4721 Normandy Road, Fort Worth, Tarrant County, Texas, } hereinafter referred to as the "Property", for the purpose of constructing the extension of 2 the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated J7 herein, until such time as the project is completed and approved by the Grantee, at which 1 time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and ] singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. 1 Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property:.inder this Right of Entry. EXECUTED this the 15t11 day of February, 2006. GRANTOR: STEPHEN R. CHANEY (Please Print) (Signature) i k � pQ END PAVEMENT TRANS. w i Z:< �� I �F¢ n z FULL DEPTH SAW{:UT aUm va OFFSET 34.5'Ls IT 1z I �r r w h_7 F \ I N 9,848 25 In = s lV 8103 Elf �COfo r m}� oU »» N` ° E 21,500 - \t E Zl 5F1ra42 trr'; y fN-n �p} �1 aN ? 1\ MPkf �102h9G 1 MATCH EXIST, Q I F1b .�eo�r w t woRr.,x s4 CA w wCKap of aural) r-: ox i CURS Y U N�� 7 011, V.m-'3 1-w CURB AN I J a I o r C, - GUTTER'� �'— U { GUTTER Er CC do o _.rf '(00 '' -E--rr} w r I x Fr m T 1 \ I Z ,'�. Z r (n��r w¢3 41�D .]¢ oz� 1, 11� o row �o I w¢ as �w i$\ �u t' 4 S �• �f1 n0.-e P].\CV Yf' ' Q F I I l —p 41kwxu 2 'S 'hh1�. 3 V-tiiTi:,k Ef>z M�rtiV.E 'I'� WC I � __ HANDICAP }ZlKih� O. '�`s+d:: -I.i x•4a: ..J- rr It ,SEE SI?E05'-' IL 's 4='a �- 4 w rlf?Rln,�hll�� J+ 1 IJJI . } , .^stE-SPEC-, '_t.28 , F'3 �AO ELECTRIC TO I _ -t._��-_-__.��_-_.---:•\�•_ •--•`:�.. - - S --_ __..._.. �_..___ __....__..__�___—t_ Vii- ..{__. -__— __ - - -_'t'^ ' -7c:2o-<-.r, �I, 3x@ -'.— -- �`,•� '���� !'l � �3S �, s'�,k -�� - - _ ;� � - I� , _ `,.Ir'4'r�-�-,-�. _'- --- Y YI'-'-.�-�•��,1^_}`L.+ .`° :i- �-:,rt �� �.ri�'-~ { ,'tip _.:`�"���'• � k;s � xe.a ��r-,�ti 7 MF m< �F O� as �m to N 9,780.1".+nn:, �1 I `� 'w�}�riei` I �bd' ��f$3 .jW'7 w # \ totn ri mgr ar I za E 21,645.36;; I "'''E 2167b.22 <w MATCH EXL.T� I MATCH EXIST. 4 cv J w w r J GT13' IC--I2 m CUR© AND.y,a, _kl , L�RB AN{3 {nr N3 LOT 1, �� o I qrr TT R \ ,.� aC' -- �ITTTER or a 3r r� I 1Z °�`\ { ¢F.: raFv3 nrr � 1 Ur- Ua- rw cvw�� wx �aaa ¢� ��-v:,..tr, �`.-e.''� �'. ND PAVEMENT TRANS. Ln C, �Q z p- I .rzot^+u ' FULL DEPTH SAWCUT UUl 1 ry ro k zr ;.., r ` OF SET .34.5'RT fro �'n X x]ITH, 'VPM1'{iF_ I 00 r Zr-553-=fte{,StOpc,;vcrvtle 07- '01'r Z01'r WORM, ',X, 761.33 I � `l0C9 t10�GL=ln :Je{?J[ U I UUZ FOKP PYJf±I'H,19. 76103 1 1 - :{',Irb Xii�}Ap1yUY W�SIJ �( t,l k f 1� e PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN IFFY 5 _ DOE NO. 4841 qp CITY OF FORT WORTH, TEXAS FaN Ioa NFTWO5233 r za DATE ` ■ NORMANDY ROAD RECONSTRUCTION SCALE: 02/30/46 �a 1 RIGHT-OF-WAY ENTRY DESIGNED Freese and Nichols_�6a DRAETEa 4055 In{ernTPla .Suite 200 NORMANDY ROAD FIGURE Fort Worth.TX 7675za109-0.845 CL ` Phone . (017)735-700 FILE dmo Po= (8171735-7491 472iNormantly-sht J Paving and Drainage Improvements J Normandy Road (Ederville Road to Queen Street) Parcel # 19 Doe#4841 s 4770 Normandy Road t LOT 19-B,BLOCK 2, EDGEWOOD HEIGHTS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS. COUN'T'Y OF TARR2 IkNT § . That the undersigned, hereinafter referred to as "Grantor", does by these presents.grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2, LOT 19-13, EDGEWOOD HEIGHTS ADDITION also described as 4770 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right. of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`h day of February, 2006. GRANTOR: R.ANDALL WAYNE.NIBLETT (Please Print) (Signature) CITE? � Eik 1�9V T. w 32 !(Z,➢ �bvt Sm li it 1 I to 1 -127m,1 rFc;LT 46�-i � � I - k � it I' I I '• U11F, :2-031,PAr1'-E 17 I -ti Z 7k TLr Ld IIS i �U�Ld z Ic '~�'���-ei��.Y I J A4!'i%, r1A•.i?r11Y E w w .,:�E a S.Jfi Elm '-� 3458 r9!l i1'_•7P[:u I U V U I - y lB57 JIINII,;i !;1rEEr I •�Vj1•�W[iPTH,T;1-76119 J� LOTS 7 1' .rat �,�1lam` 'r FOP,:'W3RIH, I%. 15?13.: ' x3 , Ha {r 2d'r1Y,_ i /'-'-' ' I�\ ow:!: - lO wUzi U, EXISTING 21,924.90 mor �K w & GUTTEF ppp •t �TCH EXIST. 3N o z TO REMAI 33.Sfi o awl r`r 1 G, B Af}D '� x w 7 HANDIC P RAMP ^w �7 fca j w yy u w- � l � a�_--__�-�—w�y I � � nla ln'ls �--- 7 \k m 5'WI ALI 3' REPLACEMENT . [ - - �,,.`, ..,. 'ri.i!;:;'� ` \'�lSs>S lam•. 41 f 1 .^_^^^`_'—„�e-�:.::r.:;� .��- - -I .:r -t �_Pe',y--.,Cva:�r �.�-'-, r:-rlt,l?Ls*�� :,��T r,in`-�iy-•- _ LK EW Eid A{TYP.T �.., Y a �$: v- Ws nm u _J1 �” t `r�.. Iz'ncx f - EXISTI CAr Of+SC E'E CURB E- -" _ INSiAI� '1�� 5,y0F NEVJ/ R3R J !� — w AICD NEW RCS HEADIYAL{�� vN '' ¢, & GOITER �DRIV�VIAYS FL ELEV.A 6�E].7 iao i1Uu7 ��F. TO REMAIN ; so -D, 1,9—F & YT LOT 1.9—C19--A 701 I oaf LOT 19—B rms. mvEPT 1wT N' . ETU,FRANC4 Q O 1 Q W LOT' 4740 HoRukHU-huAD r.--F.n .F% -- i( om, TK,7ni6 3 t7 I I 3�N- `•,IdIdA NS:717Nu l>? ,fny�;l`4ii.m Ht,�11 Ei:r .qll.T'�, %f Y03 I H'77"T, feR7 'NgF•.Tu,Tic, 76103 I I MAELE,;,NOEtA 5,401 i ,Bi6 NORMA-cy tt F'OR7 w:7tYlH,fir, I 1 e 1 I N PAVING AND DRAINAGE IMPROVEMENTS 0 . 10' 20' 40' 5 NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO- 4841 F&N CITY OF FORT WORTH, TEXAS CAT JDB NFTw°5233 '-� ATE =3 NORMANDY ROAD RECONSTRUCTION SCALE 02'30'°6 1" • 40- Freese and Nichols RIGHT-OF--WAY ENTRY n�skcr�Ea CL 055 Iorth. hun�lPlnlu.Soil[290 NORMANDY ROAD aRArTEa 1-"_= Forl»arth,rx 7557btOs-a835 CL FIGl1RC 32-. Phone - (017] -7,}00 LILA Fnx - f817,7357401 4770No--dy.Shl f ' Paving and Drainage Improvements r Normandy Road (Ederville Road to Queen Street) Parcel # 19-A Doe#4841 4774 Normandy Road LOT 19-A,REVISED PARTS OF BLOCK 2,EDGEWOOD HEIGHTS ADDITION CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § 1 § KNOW ALL-BY THESE PRESENTS t COUNTY OF TARRA NT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 19-A, REVISED PARTS OF BLOCK 2, EDGEWOOD HEIGHTS ADDITION also described as 4774 Normandy Road, Fort Worth, Tarrant County Texas, hereinafter referred to as the "Property", for the purpose of constructing the extension of the driveway beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpo,;e stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry J becomes void. j This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. iTO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging"unto the said Grantee, fis successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to faccessing the Property under this Right of Entry. EXECUTED this the 15 day of February, 2006, GRANTOR: JOANNA VICTORIA JUTSUM (Please Print) (Signature) 1 S ; i w a ��� I i ii�suE 13(}g 3.aGCE 171 F w Q r 1551rr - .5�,q.u7 W-4 ntOS�' 71140-kT aF,r7ux I r]. 15E..ORLIN STREET iL \ p gag:,r,l::;s swccT +wry rFha;rl, TK. 7!7119 �� LOTS 7 8 FOR!'1r;3-rIH,"Y., 761173 — ' tV EL 2 1%j N 9,851-30 EXISTING ONCR Z ' s "E 21,924.90 Fpr } z & GUTTER & DF HXn ; TCW EXIST. ( 3(n oZv TO REMAI clw._ B AND AI I I x mm I uJ X % J HANUIC,P RAMP �w(� ) EO>1 1 Q112 I I AEW' MID m;s� an IDEWALK (TXY.)- '�t ``� INLET I 5 ' ., Y dtk- �N9 89 A'f" - i 7 .- _ r ,. � a '- .: t f-'r r � V •�J rr.. � r'u 1 -.A*-"­­ ----------- /10'iE c 1f �. —'7�----il ar,. 1 m 17 7,'asn;n y' I 3 fI' 7� nycln„i..t EXISTING GO�fCftEE CURS \ ' t�l /i `' I & GUTTER DRIVEWAYS ` / r TO REMAIN Z' PT LOT 1L)-,C I I �:.r LOT f.9--11 k- t'R 19—C }~ srl;x rre;xe Iw3:Qf r !rra; I<mm LOT 1! � MArarre P. Q c3Lf) �..E5YO11, rx. r�l 103 u 1 fit_ I V) 4_v mol:Itom FO:19'l5•riRTl+,T W¢ I M*LE, ANGELA tToN A.-RA-y'Ll 4216 NOP.MAHEi'( COAD FORT WORM, TX. 76103 sd l I I I N �aRa PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE N0. 4841 CITY OF FORT WORTH, TEXAS F&N JDS NFTWO5233 zoDATE >a- rmo .-NORMANDY ROAD RECONSTRUCTION SCALIE °;”°406 RIGHT-OF-WAY ENTRY ', DESIGNED CL Freese and Nlph®fs DRAFTED FIGURE 4"t Inlerna[;unulPluao.s�,Ee zoo NORMANDY ROAD `L FI, wnrrn,Tx 76169-ae95 FILE 7 one -18111 775-7300 4774 Narmandyshl Fox - (8171 735-7491 - 2 t i Sanitary Sewer Improvements Normandy Road(Ederville Road to Queen Street) Parcel#08 Doe#4841 4400 Normandy Road LOT 8,Mock 2,Provinia Subdivision CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § i § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § i r That the undersigned, hereinafter referred to as "Grantor", does by these presents grant Iand convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 8, Block 2, Provinia Subdivision also described as 4400 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, g y e representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15t}' day of May, 2006. GRANTOR: FRANCIS C. SHIVONE ETUX MARIAN (Please Print) (Signature) 1 STA.0.00.00 L-1742 N 9754,24 'i E 19601.61 INSTALL 4'RIA.SAN.SEW.MANHOLE WITH CONC.COLLAR PER FIG.121 AND WATERTIGHT INSERT CONNECT TO EXIST.SAN.SEW PIPE,NORTH AND SOUTH (M-126) ',`, SAN.SEW.LINE BEGIN NEW 8" PVC TOP ELEV- 632.75 FL ELEV, (NEW 8") - 619.72 ` . MATCH FL ELEV.NORTH AND SOUTH z.0 o ,_` N - O T[„ SSC01` SSCO ,a�K= 1 SSC ff y� E 0 ssco mak' r SSCD r' ta+, x E t_ 64 " TA.0-00.00 L-1742 N 9755.08 E 19625.92 INSTALL 4'DIA.SAN.SEW.MANHOLE WITH CONC.COLLAR PER FIG.121 AND EX15TlNG WATERTIGHT INSERT ;t 6" 4YATERLINE TOP ELIEV.- 633.80 jlAS FL ELEV.IN (NEW 8") 629.74 It - FL ELEV.OUT (NEW 8") - 620.82 't. x PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' s NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FLET DOE NO. 4841 ¢ � CITY OF FORT WORTHTEXAS roe NO. , m � _ FTW05233 DATE NORMANDY ROAD RECONSTRUCTION ,.. . 4 SCALE 02'30'06 _. "2- l RIGHT-OF-WAY ENTRY DESIGNED Freese and Wichols CL > fnternalianol P10ZG.Wt1 zoo DRAFTED CL- 4055 FIGURE Fh. worrh,"x 76109-39-73o895 NORMANDY ROAD Phone- 18171 735-7300 FILE '���� Fov -ISl7]735-7491 4400Normontly-ss sh[ 1 f Sanitary Sewer Improvements Normandy road(Ederville Road to Queen Street) Parcel#09 Doe#4541 f 4412 Normandy Road LOT 9,Block 2,Provinia Subdivision CITY OF FORT WORTH ' TEMPORARY RIGHT OF ENTRY STATE OF'TEXAS § 'I r 1 § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 9, Block 2, Provinia Subdivision also described as 4412 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new S" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, g Y g } representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thercto;•anywisv belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 1P day of May, 2006. GRANTOR: LORISANCHEZ (Please Print) (Signature) STA.0.00.00 L-1742 N 9754.24 ! - E 19601.61 INSTALL 4'DIA.SAN,SEW,MANHOLE WITH CONC.COLLAR PER FIG,121 AND WATERTIGHT INSERT CONNECT TO EXIST.SAN.SEW PIPE,NORTH AND SOUTH (M-126) BEGIN NEW 8" PVC SAN.SEW.LINE .`, TOP ELEV. - 632.75 1, FL ELEV.WEW B-) • 619.72 r ` MATCH FL ELEV,NORTH AND SOUTH - �Y wYe :'SQ A 4'q I N 55.08 25.921 :. X00; SSGOY f.;a .� Y SSCO} •00 55C0 -i ` $' Y _ 5500 i, rj 5'50 Y E �i 'F 5TA.0.00.00 L-1742 N 9755.08 19625.92 INSTALL 4'DIA.SAN,SEW.MANHOLE WITH CONC.COLLAR PER FSG. 121 AND EXISTING WATERTIGHT INSERT 'WATERLINE TOP ELEV. 633.80 FL ELEV.IN (NEW 8") • 629.74 FL ELEV.OOT (NEW 8"f 620.82 PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' E NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E DOE NO. 4841 CITY OF FORT WORTH, TEXAS �&" J06 NOFTWD5233 DATE ■ NORMANDY ROAD RECONSTRUCTION SCALE °;"a40s 1 Freese and Mchols RIGHT-OF-WAY ENTRY DESIGNED CL ny � +055 Internotional Plazu,Se 200 ORAFYEO '8oitCL FIGURE. n_ Fort Worth-(6 TX 76109 35-730895 NORMANDY ROAD Phone-M 7 735-7390 FILE ;sgo_ Fov-[&[71 735-7491 443261ormandy-sssht S JSanitary Server Improvements Normandy Road(Ederville Road to Queen Street) Parcel##10 I Doe#4841 4418 Normandy Road LOT 10,Block 2,Provinia Subdivision CITY OF FORT WORTH j TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § 1 § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 10, Block 2, Provinia Subdivision also described as 4418 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall Include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular; the-'rights and appurtenances thereto, anywise belonging unto the said Grantee; j is successors and assigns, for the purposes set forth above. Grantee shall- restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. ;' EXECUTED this the 15`x' day of May, 2006. GRANTOR: DUANE E. LOWE & K.L. FRANKLIN (Please Print) (Signature) i TOLE i 121 AND :6) LINE SOUTH EXISTING 6" DUCTILE IRON ! PIPE TO BE REPLACED WITH e" HDPE BY PIPE B(RSTING tAHN ,moi I J 55C0 -2i'00SSCO }_ .tow« � 55C0 X00 a_x �SSCO SSCP i L-1742 i IA.SAN.SEW.MANHOLE vOLLAR PER FIG.121 AND INSERT 633.80 (NEW 8") - 629.74 T (NEW 8. 620-82 Ea �V PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E o DOE NO. 4841 -�� F&N JO$ NO. CITY OF FORT WORTH, TEXAS FTw05233 DATE ■ NORMANDY ROAD RECONSTRUCTION SALE flz,3o,°6 1 1.. . 40• DCSIGNEp - RIGHT-OF-WAY ENTRY CL =a - Freese and Nichols DRAFTED 4955 mterw[ionol xSvile?DO CL FIGURE Fart Ww(h.Tx 78109-48 85 NORMANDY ROAD Ph- -(etTI 7J5-7.700 FkLE 4hiBNarrnondy-sssht Fox-(8371 735-749( � acs n.__. w:nom+ >-r�.,e��i .�.,...>r... n ��ra_na.n...,-. arr ::ee. �r ea•.ni.�.ego,.�e�n,..r....rE......n,..ve......�.ee rww..........a.._«<„� Sanitary Sewer Improvements Normandy Road (Ederville Road to Queen Street) Parcel # 11 Doe#4841 4424 Normandy Road LOT 11,Bloch 2,Provinia Subdivision I CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 11, Block 2, Provinia Subdivision also described as 4424 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be 7 constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this 1 agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, Until such time as the project is completed and approved by the 1 Grantee, at which time the above described temporary right of entry becomes void. I This Right of Entry shall include the right of Grantee and its employees, agents, I representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and { singular, the rights and appurtenances thereto, anywise belonging unto the said-Grantec; J' is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. 1 EXECUTED this the 151h day of May, 2006. GRANTOR: LAVONNE M. TRACE (Please Print) (Signature) r I ;> EXISTING 6" DUCTILE'IRON u PIPE TO BE REPLACED WITH 4 e" HDPE BY PIPE BURSTING # M v1 SSCa a ^r-S'4w7- :kw - H fit, .ire kr CO; 5SC0 } _ -Or�S�'O 1. _ 5*00 SS � . I SSCaf; I E I t u PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' E NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E DOE N0. 4841 <aa F&N JOB:F�TWD5233 CITY OF FORT WORTH, TEXAS HATE■ NORMANDY ROAD RECONSTRUCTION SCALE /30/06 mqo - I" - 40' o DESIGNED RIGHT-OF-WAY ENTRY cL 'za�m Freese and Nichols DRAFTED F01 o,tn.TX 751 m¢9.su,1e zoo NORMANDY ROAD FIGURE Fort Worin,TX 761a9-1B95 FILE Ph'.. -(W)735-7300 4424Nor urt y-ss-shl .;o o Fox -113173 735-7191 1 Sanitary Sever hnprovements Normandy Road (Ederville Road to Queen Street) Parcel# 12 Doe#4841 4428 Normandy Road LOT 12,Block 2,Provinia Subdivision 5 CITY OF FORT WORTH t TEMPORARY RIGHT OF ENTRY a STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § i That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 12, Block 2, Provinia Subdivision also described as 4428 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. 1 This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto .the paid Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. ( EXECUTED this the 15t'' day of May, 2006. GRANTOR: DALE WRIGHT '} (Please Print) (Signature) l I 1 I i i I 4 ' EXISTING 6" OUMILE IF - /r PIPE TO BE REFILACED j I a- PVC BY PIPE BURS � k M 3 EXISTING 6" DUCTILE IRON � PIPE TO BE REPLACED WITH I 8" NUPE BY PIPE BURSTING f Ic d I � r SSCo 3SC0 4,q SSa 4 :. 551iV'13,f' CCCC�ii� I STj4,b 07 N 9753.94 E 20108.3 INSTALL N WITH CONI WATERTIC TOP ELEV FL ELEV, i FL LE, i i s E �o Err x oo PAVING AND DRAINAGE IMPROVEMENTS D 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET iE DOE NO. 4841 CITY OF FORT WORTH, TEXAS &N 'O© N�TWO5233 DATE -_ NORMANDY ROAD RECONSTRUCTION s°�L� 02,30'06 S o L. - 40' of SIGNED - = Freese and Nichols RIGHT-OF-WAY ENTRY CL 4055 -th,OSE97SI09-4 5wta xao NORMANDY ROAD DRAFTED Fort Wnter T% 75109- .Site CL FEGURE Phone-19171 775-7300 0-67; Fox-f0171 7}5-7a 9f FILE 4428Nflrmondy,sssht s_ Sanitary Sewer Improvements Normandy Road (Ederville Road to Queen Street) Parcel# 13 { Doe#4841 4440 Normandy Road LOT 13,Block 2,Provinia Subdivision 5 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § l § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 13, Block 2, Provinia Subdivision also described as 4440 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary } sewer service line and cleanout into a new S" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry become's void. This Right of Entry shall include the right of Grantee and its employees, agents, g Y g representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging--unto the said Grantee, _ is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. 1 EXECUTED this the 15`h day of May, 2006. GRANTOR: t KANDREA LEOPOLD (Please Print) (Signature) 1 i i 1 EXISTING 6" DUCTILE IRON PIPE TO BE RERLACED WITH; 8" PVC BY PIPE BURSTING v no EXISTING 15TING 6" DUCTILE'IRON 6" WATERLINE 'E TO BE REPLACED WITH HDPE 9Y PIPE BURSTINGul a a ssco ss qs•an 7 0IJ SCY yr{ uta�_�r p.:r - •x - �':.:. �, I I `I STp.6.07.49 :L-1742 N 9763.94 £ X108.30 INSTALL NEW 4'01A.SAN.SEW.MANHOLE WITH CONC.COLLAR PER FIG-121 AND WATERTIGHT INSERT TOP EEEV. - 654.06 FL ELEV.(NEW: 8") - 650.30 FL ELEV. CSOUTH) - 650.35 L-2824 i sz,o N PAVING AND DRAINAGE IMPROVEMENTSQ 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE W FEET E DOE N0. 4841 CITY OF FORT WORTH, TEXAS F&N oe NFTWO5233 III ❑ATE Fg o ■ NORMANDY ROAD RECONSTRUCTION SCALE 02130'06 '3 RIGHT-OF-WAY ENTRY oEs cNEa CL :z64n Freese and Nichols 4055 htarnutio,alPlvzu•5,6te zoo azaFrEo cL Fcuz F Worth.TY 76~09-4B05 NORMANDY ROAD Phone - (8n)775-7aon FILE --- fox-IS17]735-749) 444°Nor an dy-ssshY f t Sanitary Sewer Improvements 1 Normandy Road (lEderville Road to Queen Street) Parcel#07 Doe#14541 4444 Normandy Road LOT 7,Block 3,Provinia Subdivision CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY i STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 7, Block 3, Provinia Subdivision also described as 4444 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new S" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Y Right of Entry.shall include the night of Grantee and its employees, agents, g } representatives, or contractors to access the aforementioned property. I TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywiso belonging unta the c-qid Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. j EXECUTED this the 15«' day of May, 2006. GRANTOR: RONNIE W. BANKS (Please Print) (Signature) 5 51 A.y�4�J.• N 9831-68 E 20413-4` INSTALL NE 1 WITH CONC WATERTIGH TOP ELEV, I FL ELEV. - TA, LEV. - TA,8-;75.91 L-1742-A 9767!.42 20376.70 INSTALL NEW 4'01A.SAN.SEN EXISTING 6" DUGTkLE IRON sv ITH GONG.COLLAR PER FIG. PIPE TO BE RERLACED WITH; ;' ATERTIGHT INSERT 8" PVC BY PIPE BURSTING ; '' ONNECT TO EXIST.SAN.SEW ISG ' TO THE SOUTHEAST TOP ELEV. - 664.26 v ; �`¢ L ELEV. - 658.54 I ATCH=FL ELEV.SOUTHEAST a i EXISTING 6" WATERLINE a 00 „- --------------_ I � l I' ; 6*07, 5514. 49 :L 1742 EXISTING 6" DUCTILE IRON 976.07, PIPE TO BE REPLACED WJ N E 9763, 4 8" HOPE BY PIPE BURSTING INSTALL NEW 4`DIA.SAN,SEW,MANHOLE WITH CONG,COLLAR PER FIG.121 AND WATERTIGHT INSERT TOP ELEV. - 654.06 FL ELEV,(NEW: 8") - 650.30 FL ELEV.(SOUTH) - 650.35 L-2824 N o � , a" PAVING AND DRAINAGL IMPROVEMENTS 0 10' ZD' 40' x NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E DOE N0. 4841 �= CITY OF FORT WORTH, TEXAS F&N JOB NO. F7W05233 zp DATE 02!36/06 rm NORMANDY ROAD RECONSTRUCTION SCALE I" - 40' 1 ��o DEs+cN�D RIGHT-OF-WAY ENTRY CL -z°� FreOSe and Nichols DRAFTED 4055 Fn;ern tianw Piaza.Suite 200 CL FIGURE ):art Worlri,T% 751119-4895 NORMANDY ROAD 735-7a 91 Phone -18171 735-7.309 - FILE F..oe -18171 4444Normandy-ss.sht f Sanitary Sewer Improvements Normandy Road (Ederville Road to Queen,Street) l Parcel#08 Doe#4841 4450 Normandy Road LOT 8,Block 3,Provinia Subdivision F a CITY OF)FORT WORTH TEMPORARY RIGHT OF ENTRY i STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 8, Block 3, Provinia Subdivision also described as 4450 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe t bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will rant Grantee and its contractor's access to the Property for the purpose stated herein., g ` P Y P P until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, ,anyw sc belonging u to the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to . accessing the Property under this Right of Entry. EXECUTED this the 15`" day of May, 2006. GRANTOR: MABLE S. COOPER (Please Print) (Signature) SIA,V,49,42 - N 9831.08 I E 20413.45 INSTALL NEW 4'DIA.SAN.SEW.MANHOLE WITH CCNC.COLLAR PER FILE-121 AND WAT- Top EELEV.- 664.47 FL FLEV. - 659.97 LL vu�Al TA.8-7 .91 L-1742-A 7Oa y ` 20376.70nay ' NSTALL NEW 4'DIA,SAN.SEW.MANHOLE N )OgTILE IRAN ,l`` 1TH GONG.COLLAR PER G-121 AND RE ILACED WITH c$ ATERTIGHT INSERT F 'IPE BURSTING QNNEGT TO EXIST.SAN.SEW PIPE, r� TO THE SOUTHEAST R 4 TOP ELEV. - 664.26 $ •4M: L ELEV. - 658.54 + EXISTING I q_T. ATCH'FL ELEV.SOUTHEAST 6" WATERLINE +• EXISTIN x OQ PIPE 3C f'2` i off` 8" HOP ZSC07 00 •. µ SCO 5 � � ;) _ :.' � 5 8177 iTf1.6.07.49 `L-1142 -- EXISTING 6" DUCTILE IRONEXIST.8" SAN. d 9763.94 PIPL= TO BE REPLACED WITH `EWER LINE 20108.30 8" HDPE BY PIPE BURSTING NSTAL_L NEW A'DIA.SAN.SEW.MANHOLE HITH GONG.COLLAR PER FIG. 121 AND j NATERTIGHT INSERT T3 POP ELEV.- 654.06 =L ELEV.tw 8") - 650.30 =L ELEV.(SOUTH) - 650.35 L-2824 I _ N E PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY LOAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET DOE NO. 4841 `a as som N — CITY OF FORT WORTH, TEXAS Frw°5233 DATE _ WDo � NO ROAD RECONSTRUCTION SGALF 0z'3°'De I" 40' �>o� -- DESIGNED n o RIGHT-OF-WAY ENTRY CL FreeSd anL)RAFTED 4755 Inle-alion IR—a.Sale 277 CL FIGURE _ - Facl Werth.TK 3579-11 NORMANDY ROAD n�i• Phone-th.T 77FIDg-7 FILE "a=-_ >`a+ te171735-7491 4450Normgndy-ss.sht ��e�y_ i Sanitary Server Improvements Normandy Road(Ederville Road to Queen Street) Parcel#09 Doe#4841 4458 Normandy Road LOT 9,Block 3,Provinia Subdivision 1 1 CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY i a STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS 4 COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant f and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 9, Block 3, Provinia Subdivision also described as 4458 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described.temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, g Y representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances Lhercto, anywise belonging unto the.-said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. tEXECUTED this the 15t11 day of May, 2006. GRANTOR: VIRGINIA PATTERSON (Please Print) {Signature) SIA.9.4Y.42 L-1/4X-A N 9831.08 E 20413.45 INSTALL NEW 4'DIA.SAN.Y SJ MANHOLE 1 STA.10.49.40 L;174 WITH CONC.COLLAR PER FCS:.121 AND N 9831.57 WATERTIGHT INSERT E 20513.44 TOP ELEV. - 664.47 I END B" PVC SAN'SEV FL ELEV. • 659.97 FL ELEV. • 658.54 7A.8•'75.91 L 1742-.0 �S r CQ �" I ' 9767'_42 dpa y F t *_- 20376.70 ' NSTALI! NEW 4'DIA.SAN.SEW.MANHOLE WITH GONG.COLLAR PER FIG.121 ANDASCO ATERTIGHT INSERT ONNECT TO EXIST.SAN,SEW PIPE, ., k ¢T' TO THE SOUTHEAST TOP EI-EV-- 664.26 T"r n � ,��,� ,.F L ELEV.- 658-54 ATCH°FL ELEV.SOUTHEAST EXISTING 6" DUCTILE IRON aQ. PiPE TO BE REPLACED WITH - y 8" HDPE BY PIPE BURSTING ; t '.� r et�eFl�• ¢r� � SSCO 5 .., s EXISTING 6" DUCT6LE IRONEXIST.8" SAN. PIPE TO BE REPLACED WITH ;SEWER LINE 8" HDPE BY PIPE BURSTING % L-1742 3 all N E PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET - 1 $F _ DOE NO. 4841 ° F&N JOB NO. CITY OF FORT WORTH, TEXAS Frw05233 Asa PATE 02130/06 }oagoo � NORMANDY ROAD RECONSTRUCTION SCALE 40' 1 RIGHT OF-WAY FNTRY DFSICNEo cE - = Freesd and NiChels DRAETL:p FOSS mternTX 75109-4 5oi[e zoo NORMANDY ROAD CL Fu;uRF fort worn.ix 7610s-F895 "y Phone-(817)735-7.300 FILE *oe= For-to(7)735-70.91 4d58Normandy-s s.sht i Sanitary Sewer hnprovements Normandy Road (Ederville Road to Queen Street) Parcel#01 Doe#4841 4500 Normandy Road LOT 1,Block 6,Mount Vernon Heights Addition CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 1, Block 6, Mount Vernon Heights Addition also described as 4500 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned-property. TO HAVE ,AND TO HOLD the above described right of entry, together with all and { singular, the rights and appurtenances tfAercto,-any;, so belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`h day of May, 2006. GRANTOR: ROBERT PAUL MERCADO (Please Print) (Signature) STA.9-t9.42 L-1742-A N 9831,08 THE E 20413.45 LEA' INSTALL NEW 4'DIA,SAN.SEW.MANHOLE AT&T WITH CONC.COLLAR PER FL(,-.121 AND TA.10-49.40 L1142-A a FORT W( 9831-57 rn FORT W( WATERTIGHT INSERT E20513.44 ATMOSC ; NO TOP ELEV. - 654.47 ONCOR C 8" PVC SANSEW-LINE FL ELEV. - 659.97 TXu ENE L ELEV. 658.54 t;eC TEL CHWR ALL OTEH byen Cm 6. THE SUP RELCCAT TA,8,175.91 L-1742-Ai J 10 SSC 3C0TARA(AE L�j ONT OF HIS 976/-42 20376.20 A NO AVD NT STAL11 NEW 41 DIA,SAN.SEW.MANHOLE f CON AW :-- ITH CONC.COLLAR PER FIG. 121 AND THr COWICUI CONSTRL WATERTIGHT INSERT T To EXIST.SAN.SEW PIPE, NO A0Cf ONNEC A; 0 THE SOUTHEAST fR. V TOP ELEV. - 664.26 A � 658.54 1 NOTES;L ELEV.MATCH L FL ELEV.SOUTHEAST 1. CONTRACTOR m C5 EXISTING 6" DUCTILE IRON .F EXISTING UTILI PIPE TO BE REPLACED WITH 8" HDPE BY PIPE BURSTING 2. CONTRACTOR BEFORE BEGIN 10 SSC0 R 3- CONTRACTOR .Ss SEWER CLEAN 8-0,0 4. CONTRACTORS SEWER LINE P 5 C 0 5. CONTRACTOR SANITARY SEV 7` 4 & 7' L61-' .3 ENGINEER AS EXISTING 6" DUCTILE IRON V�SEWEEXIST�8" SAN. PIPE BuRSTINC PIPE TO BE REPLACED WITH "�I� UNE L-1742 8" HOPE By PIPE BURSTING 6. CONTRACTOR SEWER SERVIC PERFORMED. 7. HOPE PIPE SH. LEAST 4 HOU( PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E. DOE NO- 4841 F&N J03 NO. FTWO5233 OF FORT WORTH, TEXAS CITY DATE m 02/30/C6 I em. r NORMANDY ROAD RECONSTRUCTION SCALE r a 40' RIGHT-OF-WAY ENTRY DESIGNED1z ap CL Freese and Nichols DRAFTED CL, 4055 Lt"..6-1 MOM WLt�2110 FIGURE Fort ftlkh,TX 78I09-.995 NORMANDY ROADLE Ph (817)735-7300 a Sanitary Sewer Improvements Normandy Road (Ederville Road to Queen Street) Parcel#04 and Part#03 Doe#4841 f 4504 Normandy Road LOT 2,Block 6,Mount Vernon Heights Addition a r CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESEN'T'S COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant f and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 2, Block 6, Mount Vernon 1 Heights Addition also described as 4504 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. i This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. F TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and afptirteiiatices- iherUc , anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. iGrantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 151h day of May, 2006. GRANTOR: MICHAEL D. NEWSOM ETUX LISA F. (Please Print) (Signature) ,Jr,!I � y� .1�r'�I•��3 STA.9-49.42 L-1742-A N 9831.08 THE E 20413.45 LEA: INSTALL NEW 4'DIA.SAN.SEW.MANHOLEo WITH CONC.COLLAR PER Flv.121 AND �I��- STA.10.49.40 L=1742-A � FCw[ WATERTIGHT INSERT N 9831.57 a FART WC TOP ELEV. - 564.47 E 20513.44 CNCORR c FL ELEV. - 659.97 END 8" PVC SAN;5Ew.LINE o rxO ENE FL ELEV. 658.54 sec TEL Q CHARTER ALL OTH F: V] THE CUP tI �- THE SVP •x rL ' +r' y 1�+ RELOCAS TA.8.75,91 L-1742-A k,. y 1 5, G4 S5C0 eaiH AE 976742 Oo I 4--E o 00_ S CONTRA( Or HIS 2037b.70 w� ' _ — — No A001'NSTALL NEW 4-OtA.SAN.SEW.MANHOLE _ R nITH CONC.COLLAR PER FTG. 121 AND r; ry wCO` - j y„5 THE can ATT f coNFicut F' „1.. COHSTRL ONNEGT TO EXIST.SAN-SEW PIPE, { ;' Fa NO AOOT TERIGHT INSERT I O THE SOUTHEAST Q it. TOP ELEV. ^ 664-26 ? • "�' _ [ NOTES y FE' L ELEV. • 658.54 4V1MATCKFL ELEV.SOUTHEAST 16 1. CONTRACTOR 00 EXISTING 6" DUCTILE IRAN `F. -E' EXISTING UTILI a PIPE TO BE REPLACED WITH �� f- ` 8” HDPE BY PIPE BURSTING '�': , r, 2. CONTRACTOR i a SFS' BEFORE BEGIN 3. CONTRACTOR StCO Q (} t4 SEWER CLEAN 4- CONTRACTORS SEWER LINE P 5. CONTRACTOR SANITARY SEV f 04 1'7' -0,' .Y ENGINEER AS EXISTING 6" DUCTILE IRON j EXIST.B" SAN. PIPE BURSTING PIPE TO BE REPLACED WITH '°�SI WER LINE L-1742 8" HDPE BY PIPE BURSTING 6. CONTRACTOR SEWER SERVIC t PERFORMED. 7. HDPE PIPE SH. LEAST 4 HOUI Loll 6 1 V tl 1`1 v PAVING AND DRAINAGE IMPROVEMENTS Q 10' 20' 40' — -� NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E DOE NO. 4841 x,4 CITY OF FORT WORTH, TEXAS Eav .las NO.WO5233 DAT£ = P ■ NORMANDY ROAD RECONSTRUCTION SCALE 02/30/06 a> r aa' Freest and Nichols RIGHT-OF-WAY ENTRY DESIGNED ct ENCORE x055 iateraaGunai Plozo,Suite 2DD DRAFTED CL - �� Fart wart,'Tx 4695 NORMANDY ROAD Pnonc -i8i71 735 3s-73 a0 FILE ;3Qo° Fa=-1817]735-7x94 4504Narmondy-ss-sht i Sanitary Sewer Improvements Normandy Road(Ederville Road to Queen Street) Parcel#04 and Part of#03 f Doe#4841. 4458 Normandy Road LOT 4 and Part of LOT 3,Block 6,Mount Vernon Heights Addition i CITY OF FORT NORTH '. TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 4 and Part of LOT 3, Block 6, Mount Vernon Heights Addition also described as 4458 Normandy Road, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of ' constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND,.TE lIOLD the abw c descr bed right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15'x' day of May, 2006. J GRANTOR: VIRGINIA PATTERSON (Please Print) (Signature) 1 STA.9.49.42 L-1742-A N 9831.08 E 20413.45 THE INSTALL NEW 4'DIA.SAN.SEW.MANHOLE LEA WITH CONC.COLLAR PER FIG.121 AND STA.10.49.40 L-1742-A AT&T WATERTIGHT INSERT EN 983t57 20513.44 ORT wi TOP ELEV. - 664.47 jArraos € END 8" PVC SAN:SEW.LINE o oNca c FL ELEV. - 659.97 FL ELEV. - 658.5 Txv ENE SBC TEL CHARTER ALE,OTH a THE CON TA,8.75.91 L-1742-A -I ry aFEocai 9767,42 r .d G� 1[f� SSC0 E10CO T AE V DO CONTNAL 20376.70 n f r ----- .-- tINSTALL NEW 4'DIA-SAN.SEW.MANHOLE { f -- N6 A00E` 7 tJ Y WITH CONC.COLLAR PER FIG. 121 ANO _�E4.w M ASCO- THE Con 4 WATERTIGHT INSERT j cnNF;cur ONNEGT TO EXIST.SAN.SEW PIPE, ! - eeioNeoa� y TO THE SOUTHEAST '; k s. TOP ELEV. - 664.26 ? - ' ELEV. - 65&.54 f=` o NOTES: ATCH=FL ELEV.SOUTHEAST f n .' j 4 1. CONTRACTOR +:a W C YEXISTI-NG 6" DUCTILE IROS! s y' EXISTING UTILI O PIPE TO BE REPLACED WITH ! 8" H{JPE 8Y PIPE BURSTIN `�,..'• 2_ CONTRACTOR I + BEFORE BFGIN SSCOI r-iJv 3. CONTRACTOR gSSCC SEWER CLEAN 14 z s na'7':7ii: T 11P * I � " �Ye 4 5£0WERALINERP esu;t. 5. CONTRACTOR 7 SANITARY SEV r I ?•• ENGINEER AS EXISTING 6" DUCTILE IRON EXIST.8" SAN. PIPE BURSTINC PIPE TO BE REPLACED WITH SEWER LINE 8" HOPE BY PIPE BURSTING L-1742 6. CONTRACTOR •, i SEWER SERVIC PERFORMED. 7. HOPE PIPE 5H. LEAST 4 HOUI E 1 I u PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' E NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET E DOE NO. 4841 CITY OF FORT WORTH, TEXAS F&N JOB NO TWO5233 9001"mI"NORMANDY ROAD RECONSTRUCTION °Ln�E 40' DESIGNED - Freese and NicholsRIGHT-OF-WAY ENTRY cL 40551nier"ational Plortl.5"i1e 200 CRAFTED Fort Worth,TX 76109-4895 NORMANDY ROAD CL FIGURE Phone -18t71 735-7300-7300$c a o Fox-18171 735-7491 FILE _ __ 4458Normandy2-ss.sh[ t Sanitary Sewer Improvements Normandy Road (Fderville Road to Queen Street) Parcel#06 Doe#4841 1915 Provine Ave. LOT 6,Block 3,Provinia Subdivision CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as LOT 6, Block 3, Provinia Subdivision also described as 1915 Provine Ave., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of constructing a new sanitary sewer service line and cleanout into a new 8" sanitary sewer lateral that will be constructed by pipe bursting beyond the Right-of-Way line. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. j This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights-ai,d apyart sauces tlblereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the 15`' day of May, 2006_ GRANTOR: MARGARET ALLYSON (Please Print) (Signature) i wITH CONC.CQLLAR PER FIG,121 AND WATERTIGHT INSERT TOP FLEV. - 664.47 FL ELEV. 659 ------------ .97 a:v Z�Ey 6 3TA.B•75.91 L-1742-A "= 9767.42 20376.70 � T idSTALL= NEW 4`DSA.SAN,SEW.MANHOLE LISTING 6" DUCTILE IRON WITH CONC.COLLAR PER FIG_ 121 AND r. jE TO BE REPLACED WITHATERTIGHT INSERT PVC BY PIPE BURST€NG {'_ :`^_, CONNECT TO EXIST.SAN.SEW PIPE, s<h'__.,• �'�� TO THE SOUTHEAST TOP ELEV. - 664.26 ." L ELEV. - 658.54 r' ,EXISTING e sa_ ATCH;FL ELEV.50UTHEAST I h a 6" WATERLINE cn V' f SSCO 1; `lS W. t.45"5C07�C}4} 'i sseo_._ ..n �x r' STA.6-07.49 `L-1742 EXISTING 6" DUCTILE IRON V EX SE PIPE TO BE REPLACED WITH N 9763.94 8" HDPE BY PIPE BURSTING r L' E 20108.30 INSTALL NEW 4'DIA.SAN.SEW.MANHOLE WITH CONC.COLLAR PER FIG.121 AND WATERTIGHT INSERT ;. TOP ELEV. • 654.06 FL ELEV.(NEW8") - 650.30 d. FL ELEV. (SOUTH) - 650.35 L-21924 4EI LCI .E' �I N o ' z° PAVING AND DRAINAGE IMPROVEMENTS 0 10' 20' 40' NORMANDY ROAD (EDERVILLE ROAD TO QUEEN STREET) SCALE IN FEET �= a 1� DOE NO. 4841 II ¢ F&N JOB NU_ CITY OF FORT WORTH, TEXAS FTwo5233 DATE _ona NORMANDY ROAD RECONSTRUCTION SCALE 02/30�OU6 - RIGHT-OF-WAY ENTRY osslGNEo CL oil mac= Freest and Nic is oRAFTEn •+y':, 4955 Intern Bono;Plo:a.Sute 200 CE �FIGURCFart Worth7X 7St09-4895NORMANDY ROADPhone -(817)735-7300FILE1915f'ra 333 oe Fox - [8171735-7491