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Home My WebLink AboutContract 31429 CITY SECRETARY CITY SECRETARY - CONTRACT NO. .� SPECIFICATIONS D.O.E. FILE ncvL AND CONTRACTOR'S BONDING CO. CONTRACT DOCUMENTS CONSTRUCTION'S COPY FOR CLIENT DEPARTMENT 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOIE PEAK STREET UNIT I: WATER IMPROVEMENTS PEAK STREET (NEAL AVE. TO IRION ST.) PW53-060530176430 UNIT 11, PAVING RECONSTRUCTION PEAK STREET (NEAL AVE. TO IRION ST.) C115-030115095502 FILE NO. K-1719 D.O.E. No. 3912 pw IN THE CITY OF FORT WORTH, TEXAS 2004 MICHAEL J. MONCRIEF CHARLES BOSWELL MAYOR INTERIM CITY MANAGER DALE L. FISSELER, P.E. DIRECTOR, WATER DEPARTMENT ROBERT D. GOODE, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED FOR DEPARTMENT OF ENGINEERING CITY OF FORT WORTH rr.'�"ZE OF PREPARED BY Ow • N•••N..•.M. yyM •S.AMso3i F. ASHED 90 . •!�:E N S E0.•• � AL E CONSUITAN",- Mal ' • ... srssH,v. - 1701 RIVER RUN, SUITE 610, FORT WORTH, TEXAS-7 s ORIGINAL After reviewing all bid proposals, City staff recommends Alternate "B" (concrete) for construction since the use of concrete will result in less maintenance cost over the street's useful life. In addition the bid for the concrete alternate is only marginally higher than the asphalt alternate. The scope of the project was also increased to include short segments of Neal and Irion Streets that are contiguous to Peak Street. Therefore, the total cost of this project exceeds the original estimate in the 2004 Capital Improvement Program (CIP). At this time, it is anticipated that surplus funds from other neighborhood street projects will be available to cover this overage. Staff still expects to manage the overall 2004 neighborhood street program so as to complete all programmed streets within the overall budget. Funding in the amount of$69,843 (Water: $12,775; and Streets: $57,068) is included for associated construction inspection and survey costs. The contingency funds to cover change orders total $31,648 (Water: $6,648; and Streets: $25,000). McClendon Construction Co., Inc., is in compliance with the City's M/WBE Ordinance by committing to 53% M/ BE participation. The City goal on this project is 24%. The project is located in COUNCIL DISTRICT 2, Mapsco 62 H. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Water Capital Project Fund, the Street Improvement Fund and the Contract Street Maintenance Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P264 531200 602170005583 $132,965.00 C200 541200 202400005583 $484,211.60 C200 541200 202380005583 $39,800.00 G593 541200 020930253890 $24,950.00 Submitted for CM Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS WWw,CFWNet,,org €ihi 11s:i} i ii Home I Councd Agenda I M&C I Employee Directory I Moming Report I Ads I PpS I !'T Online I Departments I Sits,Map Print M&C COUNCIL ACTION: Approved on 2/17/2005 DATE: 2/17/2005 REFERENCE NO.: **C-20523 LOG NAME: 30PEAK CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Execution of Construction Contract with McClendon Construction Company, Inc., for Pavement Reconstruction and Water Main Replacement on Peak Street (City Project 00055) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with McClendon Construction Company, Inc., in the amount of$681,926.60 for pavement reconstruction and water main replacements on Peak Street from Neal Street to Irion Street. DISCUSSION: The 1998 Capital Improvement Program (CIP) included funds for the pre-design of capital projects such as Peak Street, the referenced project, which would be considered in the next bond program. It was anticipated that with the approval of the 2004 CIP, pre-design efforts would expedite the construction of bond projects immediately thereafter. The Peak Street project was included in the 2004 CIP. On January 21, 2003 (M&C C-19440), the City Council authorized the City Manager to execute Amendment No. 1 to City Secretary Contract No. 27918 with A.N.A. Consultants, L.L.C., for the preparation of plans and specifications for Peak Street from Neal Street to Irion Street. The street improvements include total pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks, where shown on the plans. The Water Department has determined that the severely deteriorated water main should be replaced prior to street reconstruction. The project was advertised for bid on November 4 and 10, 2004. On December 9, 2004, the following bids were received: Bidder Alternate A: HMAC Alternate B: Concrete McClendon Construction, Co., Inc. $671,435.50 $681,926.60 Stabile and Winn, Inc. No Bid $683,441.40 JLB Contracting, LP $718,793.15 $766,946.15 Time of completion is 220 working days. Bids were received on two alternates: Alternate "A" consists of a pavement of 6-inch hot mix asphalt concrete (HMAC) over an 8-inch lime stabilized subgrade; and Alternate "B" consists of 6-inch concrete over 6-inch lime stabilized subgrade. 11-18-04 11:42am From-ANA Consultants +8173359955 T-229 P.02/12 F-489 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDFNDtaM NO. 1 to the Specifications&Contract Documents For 21)04 CAPITAL PffROVRMENT PROGRAM UNIT L•WATER 00ROVEMRNTS PEAK ST. (NEAL AVE.TO IRION ST) D.O.E.NO.3912 PW53-OW30176430 UNIT%PAVING RE CONSTRUCTION PEAK ST (NEAL AVE.TO UUON ST.) D.OX NO.3912 C115-030115M502 Bid submittal Due Date: December 2,2004 Addendum No_ 1 lssu sd: November 18, 2004 Prospective Bidders are hereby notified of the following revisions. Revised pages are included for insertion into the contract documents at the app opriate locations: 1. The'NOTICE TO BIDDERS", and'COMPREHENSIVE NOTICE TO BIDDERS', Unit 11,Alternate B quantities are revised to read '7360 SY 6"Cement Stabilized Subgrade and 133 TNS Cement(36#1SY)." 2. The MWBE Project Goals are revised to read: 22%for HMAC Alternate 24%for Concrete Alternate 3. The prospective bidder is advised that the following pia items have Deen either modified or added to the Proposal. Revised propml pages,which include the additional pay item,are incluged and shall be inserted at the appropriate location in the Proposal. a. UNIT I WATER IMPROVEMENTS: Page 84 revise Pay Item 17 to read "10 S.Y. Permanent Asphalt Pavement Repair, per Fig.2000-1: per Square Yard" b. UNIT I WATER IMPROVEMENTS: Page 84 revise Pay item 18 to read ~300 B.Y. Permanent Concrete Pavement Repair per Fig.2000-2; per Square Yard" c. UNIT I WATER IMPROVEMENTS: Page"Add to the proposal Bid item 25, 'Storm Water Pollution Prevointion; per Lump Sum" d. UNIT I—WATER IMPROVEMENTS: Page"add to the proposal Bid item 26,"150 C.Y.Type`B' Back111; Pre-Bid at$16.00 per Cubic Yard" e. UNIT 11—PAVING IMPROVEMENTS:Attemate A: Page 8-12 revise Bid item No_26Ao read-Replace 6" Reini omed Concrete Pavement"and revise Bid Item No_27 to read"Replace TO Reinforced Attached Concrete Curb". f. UNIT II—PAVING IMPROVEMENTS.Alternate A: Page 8-1 B Add to the proposal Bid Item 62,"Storm Water Pollution Prevention; per Lump Sum" g. UNIT it-PAVING IMPROVEMENTS:Alternate 13: Page D-22, Bid Item No_22 is revised from 13'Cement Stabilized Subgrade to read"6"Cement Stabilized Subgrade". h. UNIT II-PAVING IMPROVEMENTS:Alternate R: Page 8-22, Sid Item No.23 is revised from to read"133 Torte Cement for Subgrade(36518.X.)" Addrrxium No. 1 11/18/2004 Page i of 2 ,11-18-04 11:42am From-ANA Consultants +8173359955 T-229 P.03/12 F-489 t. UNIT 11—PAVING IMPROVEMENTS:Alternate B: Page B-28,Add to the proposal Bid Item No.fit,"Storm Water•Pollution Prevention,Per Lump Sum" 4. Prospective Bidders are advised a Storm Water Pollution Prevention Plan is available for review at the office of the Trans3ortation and Public Works Department of the City of Fort Wonh, 1000 Tnrockmolton Street. Tbis Addendum No_ 1,:brms part of the Specifications&Contract Documents for the above refere=4 Project and mod>fies the original Specifications it Contract Docwments of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested inforruawn at the following locauops: (1) In the space prrrvided below (2) In the Proposal,"Unit 1&II:Paving Recoustructiou" (3) Indicate in tipper case]mgrs oa the outside of your sealed bid envelop: "118Cf IVED &ACKNOWLEDGED ADDENDUM NO.I" Failure to acknowledge the receipt of this Addenduin No_ 1 could cause the subject tndder to be considered"NONRESPONSIVE", resulting in&squahficxaou. ADDS = 1 Ar"KNOWI..EDG NT: By: A.Douglas Rademaker,P.U. Title: vt _ Dirciwr,Dept.ofEnginoeria Address: o �r i s T 7!o d fly. Telephone: s - 1�� fer Rick Trice,P.E. Acting Assistant Director Addendum No. 1 11/1812004 Page 2 42 11-18-04 11:42am From-ANA Consultants +8173359955 T-229 P.04/12 F-489 FART A- NOTICE TO BIDDERS Seated Propo 3als for the following: 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE&WATER IMPROVEMENTS FOR PEAK STREET FOR: UNIT I: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.O.E. NO. 3912 WATER PROJECT NO. PW53-060530176430 UNIT II: PAVING & STORM DRAIN IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.0-E. NO. 3912 C115-030115095502 Addressed to Mr. Charles Boswell, Interim City Manager of the City of Fort Worth,Texas will be received at thia, Purchasing Office until 1:30 p-m_, Thursday December 2 2004, and publicly opened and raad aloud at 2:00 p.m. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained in the office of the Transportation and Public works Department of the City of Fort worth, 1000 Throckmorton, Fort Worth. Texas 76102, for a non-refundable fee of thirty dollars($30.00) per set The major work on the referenced project consists of the following: UNIT I -WATER IMP. 2,200 L.F. 8' PVC Water Pipe UNIT II -ALTI=RNATE"A- Asphalt Paving 7350 SY 8"Cement Stabilizecl Sub-grace 5850 SY 6-HMAC Pavement 4200 LF Concrete Curb 166 TNS Cement(45#/SY) UNIT 11-ALTERNATE'B" 7350 SY 6"Cement Stabilized Sub-grade Concrete Pavir g 7110 SY 6"Reinforced Concrete Pavement ' 4390 LF Concrete Curb 133 TNS Cement(36#/SY) UNIT 11 -ALTE RNATE'C' 9,950 SY 4" Reinforced Concrete Sidewalk and Concrete Sidewalk Wheel Chair Ramps Included in th 3 above will be all other miscellaneous 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 F,. 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 additiona information concerning this project, please contact Osama Nasned, P_E_ of A N-A. Consultants, L.L.C. at(817)335-9900 or Mr. Rakesh Chaubey, P.E_, Project Manager of the City of Fort Worth, Department of Engineering at(817) 392-6051 Advertising D 3tes: November 4, 2004 November 11 . 2004 kddendum No 1 •11-18-04 11:42am From-ANA Consultants +8173359955 T-229 P 05/12 F-489 COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following: 2004 CAPITAL. IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOR PEAK STREET FOR: UNIT I: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO 1RION STREET) D.O E NO. 3912 WATER PROJECT NO. PW53-060530176430 UNIT 11: PAVING &STORM DRAINAGE IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D_O_E. NO, 3912 C115-030115095502 Addressed to Mr. Charles Boswell, Intenm City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1.30 PV,Thursday December 2 .2004 and then publicly opened and read aloud at 2:00 P.M. Contract Documents including Plans and Specifications,may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000 Throckmonon Street, Fort W z;irth, Texas 76102 for a non-refundable fee of thirty dollars ($30.00) per set. These documents co stain additional information for prospective bidders. Ali bidders will de required to comply with provision 5159 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 Ordnance 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. The major work on the above project shall consist of the following: UNIT I -WAT=R IMP. 2,200 I__F, 8" PVC Water Pipe UNIT II -ALTERNATE -A- Asphalt Paving 7350 SY 8"Cement Stabilized Sub grade 5850 SY 6-HMAC Pavement ' 4200 LF Concrete Curb 166 TNS Cement(450/SY) UNIT II -ALTERNATE "B" 7350 SY 6"Cement Stabilized Sub-grace Concrete Davin 1 7110 SY 6" Reinforcea Concrete Pavement 4390 LF Concrete Curb 133 TNS Cement(36#/SY) UNIT it-ALTERNATE"C- 9,960 SY 4"Reinforced Concrete SiCewalK and Concrete Sidewalk Wheel Cnair Ramps Included in the above will be all other items of construction as ouumed in the Plains and Specifications. The City reserves the right to reject any and/or all Olds and waive any and/or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety(90)days from 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 r° responsibility of the bidder to whom it is proposed to award the contract. kdaenaum No. 1 '11-18-04 11:43am From-ANA Consultants +8173359955 T-229 P.06/12 F-489 FORT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total clollar value of the contract is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000,the MM BE goal is not applicable. POLICY STATEMENT It is the policy of tie City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/W BE)in the procuremeni of all goods and services to the City on a contractual bans. All requirements and regulations stlted in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE: PROJECT GOALS The City's MSE/W BE goal on this project is_22_%for HMAC Alternate. The City's MSEIWBE goal on this project is____.24_%for Concrete Alternate COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 of more, bidders are required to comply with the intent of the City's MIWBE Ordinance by either of the follovmg: 1. Meet or excE-ed the ai3ove stated M/WBF-goal,or 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in oraer for the entire bid :o be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business (says after the bid met or exceeded openinq date,exclusive of the bid openinQ date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bi(s Utilization Form,if participation is less than opening date,exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5-00 p.m., five (5) City business days after the bid Utilization Form, if no M/W 131=participationi openinq date,exclusive of the bid opening date 4. Prime Contractor Waiver Form,if you will received by 5.00 p m., five (5) City business days after the bid perform all subcontractin9/su tier worK: opening date,exclusive of the bid o ening date. 5. Joint Ventur-a Form,if utilize a point venture received by 5.00 p-m., five (5) City business days after the did to met or exceec goal. opening date, exclusive of the NO opening date FAILURE TO COMPLY WITH THE CITY'S MANSE ORDINANCE,WILL RESULT IN THE 131D BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS rAny questions, please contact the MANSE Office at(817)571-6104. pp Rev_5/30103 Addendum No 1 ' CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO.2 to the Specifications&Contract Documents For 2004 CAPITAL IMPROVEMENT PROGRAM UNIT I:WATER IMPROVEMENTS PEAK ST. (HEAL AVE.TO IIUON ST) D.O.E.NO.3912 PW53-060530176d30 UNIT n,PAVING RECONSTRUCTION PEAK ST. (NEAL AVE.TO tRION ST'.) NO.3911 015-030115095502 Bid submittal Due Date:December 2, 200A Addendum No_ 2 Issued: November 30. 2004 Prospective Bidders are hereby notified of the following revisions_ 1. The prospective bidder is advised that the following bid items have either been deleted or modified from the Proposal. a. UNIT I WATER IMPROVEMENTS: Page B-5 Delete Pay Item 21 "Sodding; per SqL are Yard" b. UNIT 11—PAVING IMPROVEMENTS:Alternate A: Page B-11 Delete Bid Item No. 17"Remove Trees 6" and Larger per Each". c. UNIT 11—PAVING IMPROVEMENTS:Alternate A: Page B-1$Bid Item No.60 is revised to read 912'-S" TxDOT(Type PR-2)Pedestrian Hand Rail; per Linear Foot". d. UNIT II—PAVING IMPROVEMENTS,Alternate A: Page B-18 Delete Bid Item No.61 "Hydromutch Seeding; per Cubic Yard" e. UNIT II-PAVING IMPROVEMENTS:Altemate B: Page D-21,Delete Did Item No. 17"Remove Trees 6" and Larger. per Each". f. UNIT It-.PAVING IMPROVEMENTS:Alternate B: Page 8-28 lipid Itern No. so is revised to read"2'-6" TxDOT(Type pit-2) Pedestrian Hand Rail: per Linear Foot". g. UNIT 11-PAVING IMPROVEMENTS:Alternate B:Page B-2$.Delete Bid Item No.60"Hydromutch Seeding" 2. Delete"Subgrade&pavement Notes"from SECTION C UNIT II:TRANSPORTATION/PL BLIC WORKS section. r3. The attached detail for combination walk and wall is provided to clarify pay item limits. Thix Addendum No.2,forms part of the Specifiratiows&Contract Documents for the above referenced Project and modifies the original Specificatioma&Contract Documents of the same. op pp Addendum No.2 11/30/2004 Page I oft 099-d VO/ZO'd 99Z-1 99669eelle+ sluellnswo YNY-M i Wd00:V0 pO-Oe-ll Acknowledge your receipt of this Addendum No.2 by completing the requested information at the following locattona (1) In the apace provided below (2) In the Proposal."Unit I&Ii:Paving Reconstruction" (3) Indicate in upper case letters on the outside of your sealed bid envelop. "RECEIVED& ACKNOWLEDGED ADDENDUM NO.2" Failure to acknowledge the receipt of this Addendum No.2 could cause the subject bidder to be considered"NONRESPONSIVE", resulting in disqualification. ADDS UM .2 C wL $Y A.Douglas Rademaker,P.E. Title Director,Dept of En Address: D.n. l — l y ny rj�e l c7 I a �.1 �zoA t A 491 c 13y Telephoner I'l) 295—00V� f 0(—Rick Trice,P.E. Acting Assistant Director Addendum No.2 11/30/2004 Page 2 of 2 095-� ti0/£0'd W-1 99889££1i9+ s}ue}insuDO VNy-WOJ� Wd00:ti0 1?0-0£-11 LL PL a e i 2" CLEAR TYP. J Z 7 2' SCH 40 PVC ~ WEEP HOLES z AT 10' - 0" OC WASHED ROCK o° I C F./ PER FT, v it SIDEWALK SLOPE Ai 1/4"/FOOT gg° a - \:-�- CONSTRUCTION • p' JOINT IOPf � P NO 3 Ai 12" OCB'N I COMPACT SUEGRAOE TO 957 5TD.PROCTOR. «° PL 2 WEFP HOLES ON WALLS GREATER THAN 2'ONLY J. WASHED ROCK f0 BE COVERED WIfH STAKED BURLAP OR OTHE e" I' 0" EENC NEERR TO SUITABLE HOLD IN�PLACEA WHILE APPROVED 15 i BEING PLACED Qi O " f R TO B PID FAOR E PAC R 4 PROVIDE IJ2" PREtOL0E0 EXPANSION JOINT & SILICONE WET WALK" CL JOINT SEALANT ONLY IF WALK WILL BE PLACED ADJACENT 11 lAlll OF CURB. a RE'T'AINING PrALL WITH SIDEWALK NOT TO SCALE 0 *� DFC-02-2004 THU 10:40 AM ANA LLC 2 FAX N0. 8173359956 P. 02/07 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO.3 to the Specifications&Contract Documents For 2004 CAPITAL IMPROVEMENT PROGRAM UNIT 1:WATER IMPROVEMENTS PEAK ST. (NEAL AVE.TO IRION S'1) D.O.E.NO.3912 PW53-060530176430 UNIT II,PAVING RECONSTRUCTION PEAK ST. (NEAL AVE.TO IRION ST.) D.O.E.NO.3912 C115-030115095502 Bid submittal Due Bate'December 2, 2004 Addendum No. 3 Issued: December 2, 2004 Prospective Bidders ar-a hereby notified of the following revisions: 1. Bids are to be Delayed one(1)week, In the"Notice to Bidders'and"Comprehensive Notice to Bidders", the bid date is revised to read: "Bids will be received at the Purchasing Office until 1:30 p.m.,Thursday, December 9, 2004 2. The prospective bidder is advised that the following bid items have been modified from the Proposal_ Revised proposal page%which include the corrected pay item, are included and shall be inserted at the appropriate location in the Proposa;. a. UNIT It—PAVING IMPROVEMENTS:Alternate A:Page B-16 Pre-Bid Item No. 50 is revised to read "Adju:-Pt Existing Water Valve Boxes to Grade @$250.00 per Each.Amount Bid=$1,250.00". b. UNIT II—PAVING IMPROVEMENTS:Afternate A; Page B-17 Bid Item No. 59 bid quantity is revised to read "21 CY" c. UNIT II-PAVING IMPROVEMENTS:Alternate B; Page B-26, Pre-Bid Item No. 50 is revised to read, "Adju:st Existing Water Valve Boxes to Grade @$250.00 per Each.Total Amount Bid=$1,250.00". d. UNIT II—PAVING IMPROVEMENTS:Alternate B: Page B-28, Bid Item No. 58 bid quantity is revised to read"21 CY". This Addendum No.3,forms part of the Specifications&Contract Documents for the above referenced Project and modifies the original Specifications& Contract Documents of the same. Acknowledge your receilrt of this Addendum No.3 by completing the requested information at the following locations: (1) In the space provided below (2) In the Proposal,"Unit I&II:Paving Reconstruction" (3) Indicate in upper case letters on the outside of your sealed bid envelop: "RECEIVED&ACKNOWLEDGED ADDENDUM NO.3" Failure to acknowledge tie receipt of this Addendum No.3 could cause the subject bidder to be considered"NONRESPONSIVE", resulting in disqualification. Addendum No.3 12/02/2004 Page 1 of 2 DEC-02-2004 THU 10:40 AM ANA LLC 2 FAX NO. 8173359956 P. 03/07 ADZDEI2J U. 3 4Y,C ' . IWILEDGEMENT: By" .. A.Douglas Rademaker,P.E. Titl Director,Dept. of Enginmi TGlcphone, tA:I) 2-TZ;'—CQC-)(o(, r Rick Trice,P.E. Acting Assistant Director Addendum No.3 12/02/2004 Page 2 of 2 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOR PEAK STREET UNIT I: WATER IMPROVEMENTS PEAK STREET (NEAL AVE.TO IRION ST.) PW53-060530176430 UNIT II, PAVING RECONSTRUCTION PEAK STREET (NEAL AVE.TO IRION ST.) C115-030115095502 FILE NO. K-1719 D.O.E. No. 3912 IN THE CITY OF FORT WORTH, TEXAS 2004 T MICHAEL J. MONCRIEF CHARLES BOSWELL MAYOR INTERIM CITY MANAGER DALE L. FISSELER, P.E. DIRECTOR, WATER DEPARTMENT ROBERT D. GOODE, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED FOR DEPARTMENT OF ENGINEERING CITY OF FORT WORTH .�•. �E F PREPARED BY OSA ... •{ MA F; •`» ..»,.........•...HASHED ® 3....... ... IR j90re'-'- c f N S t.•''•�e 0 l ALE CONSULTANTS,L.L.C. RNs f� 1701 RIVER RUN, SUITE 610, FORT WORTH,TEXAS-761 7 TABLE OF CONTENTS UNIT I-WATER DEPARTMENT UNIT 11-TRANSPORTATION & PUBLIC WORKS DEPARTMENT SECTION A UNITS I & II: WATER DEPARTMENT&TRANSPORTATION /PUBLIC WORKS NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS FORT WORTH MNVBE POLICY BID PROPOSAL VENDORS COMPLIANCE TO STATE LAW SECTION B UNIT I: WATER DEPARTMENT SPECIAL INSTRUCTION TO BIDDERS (WATER) PART C-GENERAL CONDITIONS PART C-1 -SUPPLIMENTRY CONDITIONS TO PART C GENERAL CONDITIONS PART D-SPECIAL CONDITIONS PART DA-ADDITIONAL SPECIAL CONDITIONS PART E- MATERIAL SPECIFICATION SECTION C UNIT II: TRANSPORTATION /PUBLIC WORKS SPECIAL INSTRUCTIONS TO BIDDERS (TPW) SPECIAL PROVISIONS FOR STREET AND STORM DRAIN GENERAL CONSTRUCTION NOTES SECTION D 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 APPENDICES UNITS I & I1: WATER DEPARTMENT&TRANSPORTATION /PUBLIC WORKS APPENDIX A-STANDARD FIGURES AND DETAILS APPENDIX B-RAILROAD CONSENT LETTER APPENDIX C-GEOTECHNICAL REPORT APPENDIX D - PERMENANT EASEMENTS AND TEMPORARY RIGHT OF ENTRY AGREEMENTS SECTION A UNITS I & II: WATER DEPARTMENT&TRANSPORTATION / PUBLIC WORKS NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS FORT WORTH M/WBE POLICY BID PROPOSAL VENDORS COMPLIANCE TO STATE LAW Im PART A- NOTICE TO BIDDERS Sealed Proposals for the following: 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE &WATER IMPROVEMENTS FOR PEAK STREET FOR: UNIT I: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.O.E. NO. 3912 WATER PROJECT NO. PW53-060530176430 UNIT II: PAVING &STORM DRAIN IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.O.E. NO. 3912 C115-030115095502 Addressed to Mr. Charles Boswell, Interim City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., Thursday December 2 2004, and publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained in the office of the Transportation and Public Works Department of the City of Fort Worth, 1000 Throckmorton, Fort Worth,Texas 76102, for a non-refundable fee of thirty dollars ($30.00) per set. The major work on the referenced project consists of the following: k UNIT I -WATER IMP. 2,200 L.F. 8" PVC Water Pipe UNIT II -ALTERNATE "A" Asphalt Paving 7350 SY 8"Cement Stabilized Sub-grade 5850 SY 6" HMAC Pavement 4200 LF Concrete Curb 166 TNS Cement(45#/SY) UNIT II-ALTERNATE"B" 7350 SY 8"Cement Stabilized Sub-grade Concrete Paving 7110 SY 6"Reinforced Concrete Pavement 4390 LF Concrete Curb ` 166 TNS Cement(45#/SY) UNIT II-ALTERNATE"C" 9,950 SY 4"Reinforced Concrete Sidewalk and Concrete Sidewalk Wheel Chair Ramps Included in the above will be all other miscellaneous 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 Osama Nashed, P.E. of A.N.A. Consultants, L.L.C. at (817) 335-9900 or Mr. Rakesh Chaubey, P.E., Project Manager of the City of Fort Worth, Department of Engineering at(817)392-6051. Advertising Dates: November 4 , 2004 November 10 . 2004 t COMPREHENSIVE NOTICE TO BIDDERS r Sealed Proposals for the following: 2004 CAPITAL IMPROVEMENT PROGRAM PAVING, DRAINAGE&WATER IMPROVEMENTS FOR PEAK STREET FOR: UNIT I: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.O.E. NO. 3912 WATER PROJECT NO. PW53-060530176430 UNIT II: PAVING & STORM DRAINAGE IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) D.Q.E. NO. 3912 C1 15-030115095502 Addressed to Mr. Charles Boswell, Interim City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday December 2 , 2004 and then publicly opened and read aloud at 2:00 P.M. Contract Documents including Plans and Specifications, may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102 for a non-refundable fee of thirty dollars ($30.00) per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159 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. The major work on the above project shall consist of the following: UNIT I -WATER IMP. 2,200 L.F. 8" PVC Water Pipe UNIT II -ALTERNATE°A" Asphalt Paving 7350 SY 8"Cement Stabilized Sub-grade 5850 SY 6" HMAC Pavement 4200 LF Concrete Curb 166 TNS Cement(45#/SY) UNIT II-ALTERNATE"B" 7350 SY 8"Cement Stabilized Sub-grade Concrete Paving 7110 SY 6" Reinforced Concrete Pavement 4390 LF Concrete Curb 166 TNS Cement(45#/SY) UNIT II-ALTERNATE"C" 9,950 SY 4" Reinforced Concrete Sidewalk and Concrete Sidewalk Wheel Chair Ramps 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 from 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. In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority 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 SUBCONTRACTOR/SUPPLIER 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 terminate 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 easements and temporary right of entry agreements. The contractor shall be prepared to commence construction without all executed easements and temporary right if way agreements and shall submit a schedule to the City of how construction will Y proceed in the other areas of the project that do not require easements and/or temporary right of way agreements. �. The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Osama Nashed, P.E. of A.N.A. Consultants, L.L.C. at (817) 335-9900 or Mr. Rakesh Chaubey, P.E., Project Manager of the City of Fort Worth, Department of Engineering at(817) 392-6051. CHARLES BOSWELL INTERIM CITY MANAGER MARTY HENDRIX CITY SECRETARY Department of Engineering A. Douglas Rademaker, P.E, Director By (-Rick L. Trice, P.E., Acting Assistant Director PUBLICATIONS: November 4, 2004 November 1 Q 2004 FORT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY if the total dollar value of the contract is$25,000 or more,the M/WBE goal is applicable. r F If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. a M/WBE PROJECT GOALS r The City's MBE/WBE goal on this project is 19 %for HMAC Alternate. The City's MBENVBE goal on this project is—19—%for Concrete Alternate. t COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's MM BE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form,if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date,exclusive of the bid opening date. 5. Joint Venture Form,if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date,exclusive of the bid opening date. rFAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions,please contact the M/WBE Office at(817)871-6104. I *► Rev.5/30103 12- 14-04 1'01 : 4 IN FORT WORTH 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$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It Is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises(M/WBE)in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. MMBE PROJECT GOALS The City's MBE/WBE goal on this project is Za' %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the Wowing: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation,or, 3. Waiver documentation,or, 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form,if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form,if participation is less than opening date,exclusive of the bid opening date. stated al: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form,if no M/WBE participation: I opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date,exclusive of the bid opening date. 5. Joint Venture Form,if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed 22al. opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions,please contact the M/WBE Office at(817) 392-6104. ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth A_nA X01 :48 IN Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime McC GVtj IVvch(m G. M/W_ NON-M/W/DBE PROJECT NAME: BID DATE loo Cff4ol lmedvems..ih pw rawl —PeAV Stett -- Alter k -DectrAhev I uo City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 14-% 2. Rio Do 7, Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5)City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firrn(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal 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. Identify each Tier level. Tier is the level of subcontracting below the prime contractor,i.e.,a direct payment from the prime contractor to a subcontractor is considered I"tier, a payment by a subcontractor to its supplier is considered 2ad tier ALL M/WBEs 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 Minority/Women Business Enterprise(M/WBE). If hauling services are utilized,the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm,including M/WBE owner-operators,and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev.5!3003 ATTACHMENT IA FOR_VIbgTH Pie 2 of a Primes are inquired to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPUER T " Company Name I N T Detail Detail Address M W C X M Subcontracting Work Supplies Purchased Dollar Amount r B B T D W Telephone/Fax R O B E E C T E A M �•fbvrn� s+w�h� Wakv avid p.O.BoX �t3b S�wtr 6 5D gv�GSon,?x �1,0� 1 , 1441 Lil — � N ('01"1)44'1-03.AL Fo tool 4+41 -� Cow6w'. Rcd�-tN Cor1 f v e — P.D.fox Ibt3t'1 � ze Fov+ WOr}{,, ,TX -1101w M Y, , l lq 0389 Pk (%17)-159-19 101 Fo-X(KJ5 10- 1'71 to Raotbo C4%kVU chn' p.I lKC. d►�a��agt; CO. SOY, "131 I � f"oyc}yuohv~ X0+IN5 =- hIvO'va&%TX 7(ro09 K(W)424-111.(. V,4 lion)iti, - Z vs3 Ler"aa "[w'" llo,vloFl Tr✓�kjn t40a 0.aiMk-rn p.,d Rvr Wor}1^,'rX -7 1.1 o5 �$t't) col- +W7 gCpO GowtA.'I Q.d Vrso "� 1 - aivw^lo ,-rx 18�+z��2°►- 3�t l PM R�cotka� R-e I -— 1-2 c t Qo.(®►1 PV..4 x FvC I l 014ov #' fA css l TA 760" I K l4otl) 2bo- sq%0 P,x L 9,�T�tie�. -'JAI Rev.5130103 -tit S� a m6c .L_ lve*� ATTACHMENT IA FORT WORTH Page 3 of 4 Primes are required to identify ALL subcon tractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification (check one) SUBCONTRACTORISUPPLIER T r Company Name i N T Detail Detail Address e M W C x f Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B g T D 1 E E R O E C T E A N�tz N�ak�tals �„�a A�d 70t Oevu,.l•- G}- 15,341 Fn- •-t- Wo-+� tT)c -I(vlll P4 (�►�� 8��tal Fo-k w0-1-A,TX I Ix sv. 1-71 007 K LEV) 25%-ball C,e�ct�,1t 0<tie�w��,1Kc. p.o.aclt 3S��b �jil�co� / (10 Aal�aSt "�X l52?t5 A Ph lZ lid �3 4-• 2q 9 a � $eulh.w�' F.�c Ca t4) �34 - 0863 Rev.5130/03 ATTACHMENT IA FORT WORTH Page a of a 12- • 4-04 01 :4V IN ++ Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 358, q o4�e Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 3 a4 L TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 3aZ ! ia4 -lz The Contractor will not make additions, deletions, or substitutions 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 ChangelAddidon. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted,it will affect the final compliance determination. L 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 M/W/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 subcont=Wrs/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/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. 14 DAN MCCLENDON, ER—FSInENT Authorized Signature P.10, SNPWbWe DAN MCCLENDON, PRESIDENT (Rem morales McCLENDON CONST. CO. INC, c7,;1� -ddf 6w j Gary N me Teteobra as"r Al P.O. BOX ybu rMOrA1CS �MCGItna�Nie�.tsluekovt.GOM Address bd� , X 16097 E-mail Address 1L 114,10 CWSftaMP Deb TEX, � FORT WORTH 12-14-04 p01 :43 City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises(M/WBE)in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the Citys current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The Citys MBE/WBE goal on this project is -- —%of the base bid value of the contract COMPLIANCE T ID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation,or, 3. Waiver documentation,or, 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form,if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date,exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form,if participation is less than opening date,exclusive of the bid opening date. stated al: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form,if no M/WBE participation: I opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form,if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date,exclusive of the bid opening date. 5. Joint Venture Form,if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS (�' Any questions,please contact the M/WBE Office at(817)392-6104. so ATTACHMENT IA Page 1 of 4 FORT WORTH City of Fort Wolfh 14-04 P0 " Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime PR C10 NA MM/DBE NON-M/W/DBE BID DATE 2004 Ca pia Decembev % loof +� City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER Z Z % 0-9 % o 12-- Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5)City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal 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. Identiify each Tier level. Tier is the level of subcontracting below the prime contractor,i.e.,a direct payment from the prime contractor to a subcontractor is considered I"tier, a payment by a subcontractor to its supplier is considered 2d tier ALL M/WBEs 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 Minority/Women Business Enterprise(M/WBE). If hauling services are utilized,the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm,including M/WBE owner-operators,and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev.5/30103 ATTACHMENT IA FORT WORTH Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D W E E R O B C T E A M.LOVVSA CoNsltiuehoh Co.� Wake A.44 P.O. gox71i3 560wev PrttwilXej 14+�Z17y� 8uv IesoM 1 TX 76047 ( �( P14 (617)44-1.02A 2- F�x l8►�)M"1-oZd7 Cow}ow►n Red.-MVO coNt�ek, 5$ P.O. Pox 16232-7 SS,38z — FoVa- Wo„+4t,Tx 7 W to i I X Rtadt� Nil Ph (11117)'794-M4 Fiac (�D17)769. 17 t 6 -- R.a,�l►o Co�l•oc+f�,IKC. prGinA � C�t'��i o0 I P.0 . 80X - 111v4Lva A0 i TX -76009 l }I Pk C'0 t1)426 -1 1101. Vox ('61"1) 4%'21,33 Le.,wA 7wck149 1}041 kalvak.in ad �AUl0�� For+- WWA-1,. TX 7610 X '[vv�Y.a+►9 7, 374 5b— (b17) rot-445,1 403 713-1 fS � AlvXraaa I'TX -1b009 I X R�cocln�.�-F'us 1 00 ��Iess i TX Z(,o4o I X Pty l�b�'1� 2-6%- "10 i'wc(917) ZaZ - -14A"1 Rev.5/30/03 su a 1k•�ln�ol l 42 Pr V f FORTWORTH 12- A-0 4 P 01 :4 7 I N ATTACHME NT 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms fast,use additional sheets if necessary. CertiFlcation E (check one) SUBCONTRACTORISUPPLIER T r - Company Name i N T Detail Detail Address I M W C X E Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r g B T D 1 E E R E T C T E A 1.1TC� Maltv�A�S �J1GVlo� a _ -cA tlaoAl ' 1 on ww*L,'-f x Pit (>,il� 634-11�1 5hrple�'S `2BtK�OrG1Il' / ( by 2900 '76111'76111 t1� 577 NE 31.E SEec r a. Fo�F we�.1r1.►�-n( (1��{KOlds h��ti".41+� Co• �Q�al�- PAV�n.9 F.C.9 O)k 3-I v fyless,TX 746M 77512 Pk (�h) 2�'1I-3131 FKx (b 1-1) Zb-1. 7022 �- �o�►crt4t Peite+ralti.� Go•, P.O.Pyo�c 35'il.(, S� (Mane DAIk.as i TX 1 SZ 35 I TO% qYD _ 7k 1214 434- ZA`10 StblaK 1 � Czt4-) 43}-- otis3 Rev.5130103 Ott 4� �' rATTACHMENT IA FORTWORTH 12- , 4-04 P01 : 4 IN Page 4&4 r —%vo- Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ O3q-I°. IF TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 2-7 `1 3Z i 8 The Contractor will not make additions, deletions, or substitutions 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 ChangelAd& on. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted,it will affect the final compliance determination. By affixing a signature to this form,the Offeror further agrees to provide,directly to the City upon request,complete and accurate information regarding actual work performed by all subcontractors, including M/W/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 performed by the M/W/DBE(s)on this contract,by an authorized officer or employee of the City. Any intentional and/or p 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. C�1_ A (� DAN McCLENDON, PRESIDENT r ignature Primed Signs im DAN McCLENDON, PRESIDENT Reg M ova l.s Tide Contact Namefntic Of different) McCLENDON CONST. CO. INC. 817/295-0066 Caspaq Naaae Til4iewiawr P.O. BOAC 996 rMOva(,eSA.naetltadovtGoKs{rv�4-taN [�N► Addren BURLESON,TX 76097 E-mail Address �7 fM �741e1 12- 1 Et ( 04 Date L Rb�l-x130/03 PART A UNIT I- PROPOSAL TO: MR. CHARLES BOSWELL Interim City Manager Fort Worth,Texas Fort Worth, Texas December 2, 2004 FOR: 2004 CAPITAL IMPROVEMENT PROGRAM PEAK STREET(NEAL AVE.TO IRION STREET) UNIT I, SECTION A: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) WATER PROJECT NO. PW53-060530176430 D.O.E. No. 3912 UNIT II, PAVING RECONSTRUCTION PEAK STREET(NEAL AVENUE TO IRION STREET) C115-030115095502 D.O.E. No. 3912 Pursuant to the foregoing"Notice to Bidders,"the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done,and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. The Contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council, the bidder is bond to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only,and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums,to wit: 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. (Furnish and install, including all appurtenant work, complete in place, the following items.) (D-No. refers to related items in the Part D Special Conditions.) Unit I PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID UNIT I-WATER IMPROVEMENTS: 1. 20 L.F. 12"PVC DR14 Water Line(Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot P r N SIX Dollars& r—r �w Cents $ oP $ -720 B-1 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 2. 60 L.F. 10"PVC Water Line(Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot o rw- Dollars& 1 '� Cents $ 3 $ -I O00 3. 2200 L.F. 8"PVC Water Line(Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot =,J� k q S LX Dollars & A u Cents $ 06 4. 25 L.F. 8"D.I.P.Water Line(Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot �km o Dollars & Ko Cents $ 5. 20 L.F. 6"PVC Water Line(hydrant lines); per Linear Foot Dollars & * Cents $ 25°-° $ bd `�' 6. 4 EA 8-inch Gate Valve with Cast Iron Box&Lid; per Each f A Dollars& V�u Cents $ $ '3 2-DA ire B-2 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 7� 2 EA 6-inch Gate Valve with Cast Iron Box& Lid; per Each S 1)q Vl VV LA Dollars& ^_0 Cents $ $ 2 00 8. 2 EA Standard Fire Hydrant; 3'6"Bury; per Each �Ne �a &I tars& a ✓ r3 Cents $ �� $ 000 9. 5 V.F. Barrel Extension for Fire Hydrant over 3'6"Bury; per Vertical Foot 1 V�- Dollars& A-0 Cents $ 0_Q_ $ Z5 �- 10. 2 EA Remove and Salvage Existing Fire Hydrant; per Each v� Cents $ 00 $ 00 11. 2 Tons CCCast Iron Fittings; 12"or smaller; per Ton rDtl -h4mwA Oise,6..jj Dollars& Vial Cents $ �' $ s2DO 12. 38 EA 1-inch Water Service Tap to Main; per Each ulb �&Mn rrj JrW¢u Dollars& Cents $ 72-0 $ n o0 B-3 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 19 1 EA 1-1 inch Assessment Top per each TWO �v'J-A - -.4-t.,Dollars & R J Cents $ ZZp $ 2 20oa 20. 2250 L.F. Temporary Asphalt Pavement Repair, minimum 2"Hot Mix on minimum 6" Compacted Flexible Base; per Linear Foot .jcv Dollars & T Cents $ 21. 15 S.Y. Sodding; per Square Yard I. )-2�-c-�a _ Dollars & Cents 22. 50 L.F. Trench Safety Protection; per Linear Foot 117 Dollars �' 00 & Cents $ $ ZS 23. 20 L.F. Replace Existing Reinforced Concrete Curb and Gutter; per Linear Foot fS C Dollars & Cents $ I-7 $ Concrete encasement per fig.20; per 24. 10 LF. Linear Foot l 1�.1stArt LA Dollars & Cents $ Zp °O— $ 2- o B-5 r LIST OF CAST IRON FITTINGS AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BID Total Weight No. of Fittings Size of Fitting Type of Fitting Weight Each Fittings Ibs Ibs 2 10"x 8" Tee + 5 0 2 8"x 6" Anchor Tee 2-+ 1 1 8"x 12" Cross 415- 15 2 8" 221/20 Bend b 0 LO 4 8" 450 Bend (04-0 2 12" M.J.Solid Sleeve Z 4-5-0 2 10" M.J. Solid Sleeve 1W 3 8" M.J.Solid Sleeve 1,35, g-p 6 11 --j Contractor shall fill in blanks for"Weight per Fitting"and"Total Weight"as a part of his bid (weight will be based on M.J.fittings.) B-7 UNIT II - PROPOSAL TO: MR. CHARLES BOSWELL Interim City Manager Fort Worth,Texas Fort Worth,Texas December 2, 2004 FOR: WATER REPLACEMENT PRIOR TO 2004 CAPITAL IMPROVEMENT PROGRAM PEAK STREET(NEED AVE.TO IRION STREET) UNIT I, SECTION A: WATER IMPROVEMENTS PEAK STREET(NEAL AVENUE TO IRION STREET) WATER PROJECT NO. PW53-060530176430 D.O.E. No. 3912 UNIT II, PAVING RECONSTRUCTION PEAK STREET(NEAL AVENUE TO IRION STREET) z-- C115-030115095502 D.O.E. No. 3912 Pursuant to the foregoing"Notice to Bidders,"the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. The Contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council,the bidder is bond to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums,to wit: 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. UNIT II SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT r % PAVING IMPROVEMENTS ALTERNATE A: 6"HMAC PAVEMENT SP 1. Lump Sum Utility Adjustments Five Thousand Dollars& No Cents/LS 5,000.00 $ 5,000.00 B-8 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT DD SP 2. 2 EA. Project Designation Sign Two Hundred Dollars & No Cents/EA. $200.00 $400.00 104 3. 760 L.F. Remove Existing Concrete Curb and Gutter. —rw 0 Dollars& 0 w� Cents/L.F. $ 2- $ 0 �5Z0°O 104 4. 2350 S.F. Remove Existing Concrete Pavement L�v�p Dollars& %D Cents/S.F. $ C— $ Z,X50°—' 104 5. 3000 S.F. Remove Existing Concrete Driveways. 0 v`e.-. Dollars& Cents/S.F. p4 104 6. 1900 S.F. Remove Existing Concrete Walk/Step and Wheelchair Ramp Oka Dollars& v� Cents/S.F. $ $ 104 7. 35 L.F. Remove Existing Rock Retaining Wall and Reconstruct or Install New Rock Retaining Wall in Place 5ey-%&"" Dollars& ✓10 Cents/L.F. $ 1 bo $ 5 104 8. 180 L.F. Remove Existing Concrete Retaining Wall \Jz Dollars& V� Cents/L.F. $�a? $ 10O 00 B-9 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT DD 100 9. 35 L.F. Remove Existing 24" Storm Drain Pipe in concrete easement f (V,e,- Dollars& ' ' Cents/L.F. $ rj60 $ I-15 Oo 100 10. 45 L.F. Remove Existing 42" Storm Drain Vt- Dollars& Ka Cents/L.F. $ S D� $ 2200- 0 100 11. 150 L.F. Remove Pipe and Cable Fence -Fw o Dollars& Ku Cents/L.F. $ 2®°— $ ;000 100 12. 1 EA. Remove Existing 42" Headwall FO )v 6 u K j�d, Dollars& Ab Cents/EA. $ $ ao 100 13. 1 EA. Remove Existing 24" Headwall Twa 4u w A t J .Gk� Dollars& Cents/EA. $ 2-5-b 0-'j $ Z5Vq'-O— 100 14. 1 EA. Remove Existing Storm Drain Manhole rive Dollars& Ao Cents/EA. $ 9 UD`— $ 51)0 n0 100 15. 210 S.F. Remove Existing Concrete Rip Rap -.v ec Dollars& fl� Cents/S.F. $ $ -735a0- B-10 STEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 100 16. 75 L.F. Remove Existing Brick and Concete Channel Mwe IVY Dollars& ►� Cents/L.F. $ 12 `oa %— $ 0 00 100 17. 3 EA. Remove Trees 6'and Larger Dollars & Cents/EA. 104 18. 1 EA. Remove Existing 5'Curb Inlet �X VJ -�T�Do[iars& &V Cents/EA. $15D c° $ 751) 100 19., 35 L.F. Remove existing metal beam guardrail —re c.. Dollars& -^%.a. Cents/L.F. oo po 100 20. 65 L.F. Remove Existing Chain Link Fence two Dollar,& na Cents/L.F. $2OD— $ I3oo2 106 21. 4000 C.Y. Unclassified Street Excavation StJe��-�ev� Dollars& A-3 Cents/C.Y. 00 $ 1-7 00 $ 4'$ 000 214 22. 7350 S.Y. 8" Cement stabilized subgrade 7-14 r-e I✓ Dollars& Cents/S.Y. SO a $ 72500 3 --� 2 B-ii SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 214 23. 166 Tons Cement for Subgracle(4511/S.V.) (]allars& no Centsl7ons $ 1130 $ 1543$00 310 24. 5850 S.Y. 6' HMAC Pavement Dollars& Cents/S.Y. � '?,2✓� x"7751 50 502 25. 4200 L.F. 7" Reinforced Concrete Curt)and 1a" Gutter Q(k4 L- 1 l34ilars& 314 26- 330 S.Y. Replace 6" Reinforced Concrete Pavement. Tom«64 �ire, Dollars� *A Cents/S.Y. S3G-00 $ D" 502 27. 200 L.F. Replace 7" Reinforced AttaVlea Concrete Curb. oyv IOOasars& 00 � 00 Cents/L.F. $ .5 g00-- SP 28. 200 L.F. Silicone Joint Sealant U 01coars& Sevwtd-� �►yL Cents/1—F.. S $ 13-12 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMB DDNT 504 29. 8150 S.F. Construct 6" Reinforced Concrete Driveways r�av✓ Dollars& Cents/S.F. $ �� 504 30. 5780 S.F. Construct Reinforced Concrete Walks and Wheelchair Ramps Dollars& zS rCents/S.F. $ 3 $ �� 785"o 312 31.0 15 Tons HMAC Transition b►� �. w�n ,� �, _Dollars& �n Cents/Tons $ t,()Q $ 1,�5bo0 504 32. 975 S.F. 6" Reinforced Concrete for Driveway Transition. Fb \/' Dollars& r V-P Cents/S.F. $ 1-00 $ 9 �� 312 33. 15 Tons HMAC for Driveway Transition Qvne �ftuwlv j }wel.4u_ �a*,, Dollars& VW Cents/Tons $ $ 1 208 34. 445 S.Y. Flex Base for Driveway Transition a . . Dollars& Cents/S.Y. $ L "' B-13 �N SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT DD 444 35. 1 EA. Construct Standard 20'Curb Inlet fpuv �Laysa,&l -Gtu_ 6j,,bollars& k_ Cents/EA. $0 $LI 0 444 36. 4 EA Construct Standard 10' Curb Inlet (� I%--o A-\,LouSGOlcnl 'hYQ In,j,&A mA -IZ-,J -tGtn Dollars& n� Cents/EA. $ 2515p0� $ la ob0 440 37. 80 L.F. 21"Class III RCP, Complete in Place Dollars& A-V Cents/L.F.. $ (pZ�= $ 44j(0() 440 38. 200 L.F. 24"Class III RCP, Complete in Place t c x+u s c Dollars& ✓tom Cents/L.F.. b0 j 440 39. 6 L.F. 36" Class Ill RCP, Complete in Place Qk ou-V,, �,-c. Dollars& /W Cents/L.F.. $G't — $ 01 440 40. 51 L.F. 48"Class Ill RCP,Complete in Place of4b 4►UV A-J �011�1 Dollars & ho Cents/L.F.. $ $1 thfo 00 410 41. 1 EA 48" Modified Parallel Headwall PlYG Dollars& Cents/EA. tj oU - p ° B-14 PIN, H41,111, SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM AM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID NT 410 42. 2 EA 24" Headwall per Standard City Std. S- SD, 13A&B y c, �A,,,A n A Dollars& "° Cents/EA. $ pO 110 43. 200 C.Y Unclassified Channel Excavation T�.,A l v c_ Dollars& ,w Cents/EA $ (2°� $ Z °� 402 44. 1270 C.Y. Unclassified Trench Excavation and Backfill. _Tkv.w Dollars& 25 � 4waw Cents/C.Y. $ $ 406 45. 55 C.Y. Construct Reinforced Concrete Channel Complete In Place as shown on Sheet 15 6'X Y yytA m 5ev'eA4CM Dollars& Cents/C.Y. $ 525 46. 250 L.F Trench Safety System for Storm Drain Pipe Over 5' Deep. Tw 0 Dollars& 00 vw Cents/L.F. $2 $ 50000 418 47. 100 S.Y. Reinforced Concrete Rip-Rap. vG Dollars& r., Cents/S.Y. $ [} C©uQ0 B-15 d' SPEC ITEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 506 48. 125 L.F. Metal beam guardrail. Dollars& Gents/L.F. $ Z5Q0 $ 450 49. 4 EA. Adjust Existing Sewer Manholes to Grade Three hundred and fifty Dollars & No Cents/EA. $350.00 $1,400.00 450 50. 5 EA. Adjust Existing Water Valve Boxes to Grade Dollars & o0 Qbopo k, . No Cents/EA. $35:86 $175.00 450 51. 38 EA. Adjust Existing Water Meters to Grade Thirty-five Dollars& No Cents/EA. $35.00 $1,330.00 516 52. 5 C.Y. Construct Reinforced Concrete Steps. Tr{L �U%tkad 4h Dollars& r10 Cents/C.Y. $ ;L500— $ 510 1 53. 65 L.F. Construct New Chain Link Fence including Relocation of Existing Gates or Installation of New Gates Complete. -Teo Dollars& Ku Cents/L.F. $ I u $ G 5� B-16 r r SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT DD 510 54. 130 L.F. Construct Pipe and Cable Fence. l l t✓l Dollars& vw Cents/L.F. $ O° $ I oa 116 55. 255 C.Y. Top Soil as Directed by Engineer Ten Dollars& No Cents/C.Y. $ 10.00 $2,250.00 100 56. 100 L.F. 6" Perforated Subdrain S e y eve Dollars& _ v14D Cents/L.F. or)$ �o^ $ 700 ° NCT 57, 150 S.Y. Rock Rip-Rap. Ft vsq 5cv c V,%. Dollars& A o Cents/S.Y. $57�-' $ 8yspao 518 1 58. 50 C.Y. Construct Combination Concrete Retaining Wall and Walk in Place Tti <a I^A rt_�_ Dollars& ✓� Cents/C.Y. $ 3 O O CM $ 518 59. 9IC.Y. Construct Reinforced Concrete Retaining 2 I Ly Wall in place as shown on sheet 15 �u j rJ tAA u Dollars& A, , Cents/C.Y. $ 350°`-' $ -7,35-09- B-1 / Unit II SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT ID PAVING IMPROVEMENTS ALTERNATE B: 6" REINFORCED CONCRETE PAVEMENT SP 1. Lump Sum Utility Adjustments Five Thousand Dollars& No Cents/LS 5,000.00 $5,000.00 SP 2. 2 EA. Project Designation Sign Two Hundred Dollars& No Cents/EA. $ 200.00 $400.00 104 3. 760 L.F. Remove Existing Concrete Curb and Gutter. tiNc� Dollars& �.0 Gents/L.F. $'Z $ 152o 1041 4. 2350 S.F. Remove Existing Concrete Pavement ►�- Dollars& ►'� Cents/S.F. 00 104 5. 3000 S.F. Remove Existing Concrete Driveways. U"\c Dollars& A0 Cents/S.F. I o° cn $ $ 000 104 6. 1900 S.F. Remove Existing Concrete Walk/Step and Wheelchair Ramp /V, Dollars 8 VW Cents/S.F. $ I $ 1goo�0 B-19 4 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT DD 104 7. 35 L.F. Remove Existing Rock Retaining Wall and Reconstruct or Install New Rock Retaining Wall in Place SCV¢A�-cC4 Dollars 8 ✓X3 Cents/L.F. $ -7 oo $ 59 57°o 104 8. 180 L.F. Remove Existing Concrete Retaining Wall 6 V A- Dollars& yw Cents/L.F. o0 100 9. 35 L.F. Remove Existing 24"Storm Drain Pipe in concrete easement 1--,yG Dollars& Cents/L.F. $ Jr DO $ 175v� 100 10. 45 L.F. Remove Existing 42" Storm Drain Ci V-G Dollars & AO Cents/L.F. —pd $ 50 $ Z�5 100 11. 150 L.F. Remove Pipe and Cable Fence �W o Dollars& ►^� Cents/L.F. $ 2°0- $ 3DD( 0 100 12. 1 EA. Remove Existing 42" Headwall Dollars& �^ Cents/EA.B-2 0 ��1r•� l STEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 100 13. 1 EA. Remove Existing 24" Headwall Dollars & Cents/EA. $ 250°_ $ o0 100 14. 1 EA. Remove Existing Storm Drain Manhole F yE. 1A L,%0%, _� Dollars & Cents/EA. $ p00 $ 0°= 100 15. 210 S.F. Remove Existing Concrete Rip Rap Dollars& l'- Cents/S.F. $ 3s� $ 73f- t3 100 16. 75 L.F. Remove Existing Brick and Concete Channel T,N Iv Dollars& 00 V-0 Cents/L.F. $ 1100 0 $ 100 17. 3 EA. Remove Trees 6"and Larger �✓g c�+e c� Dollars& Cents/EA. $ 104 18. 1 EA. Remove Existing 5' Curb Inlet :5!ye vi 6 y aLe f If Dollars& Al Cents/EA. pJ p0 100 19 35 L.F. Remove existing metal beam guardrail -rc✓1 Dollars& Cents/L.F. $ I D� $ B-21 �vlG! MY SKI Mpy STEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 100 20. 65 L.F. Remove Existing Chain Link Fence w© Dollars& VkX-) Cents/L.F. S 2, 106 21. 4000 C-Y. Unclassified Street Excavation ',�-�-e t Dollars& vW Cents/C-Y 214 22 7350 S.Y. 6"Cement stabiljzed sut>graae W o Dollars& Cents/S Y S ° 5 37S°o 214 23. 133 Tons Cement for Subgrade(3rstll S.Y.) Q i teeAq, Ttkf e-s_ CbVlars& n J Cents/Tons S 3 $ 502 24_ 20 L.F. 7" Reinforced Concrete Curb and 18" Gutter t Dollars& o0 Gents/L-F. $Ig _ $ :�"D°- 314 25 7110 S.Y. Construct 6'Reinforced Concrete Pavement. r g, Dollars& VtO Cenm/S.Y. $ $�(e 502 26. 4390 L_F Construct 7"Reinforced Concrete j Attacried Curb. F Ob V 010 CenWL.F. $ " $ B-22 STEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 208 33. 445 S.Y. Flex Base for Driveway Transition Dollars& r Gents/S.Y. $ 8 ' 0-782_50 444 34. 1 EA. Construct Standard 20' Curb Inlet j F" �GaysaAJ k\qia �Klml lDollars& I �V Cents/EA. 444 35. 4 EA Construct Standard 10' Curb Inlet L. K d,�. A �,F�► «� Dollars& Cents/EA. o• cc p� V' 440 36. 80 L.F. 21"Class III RCP, Complete in Place 6, Y, 4-wo Dollars& NJ Cents/L.F.. $ $4Q(o000 440 37. 200 L.F. 24" Class III RCP, Complete in Place �AA f t� Dollars& � o IfW Cents/L.F.. $ $ I 2-0(f 440 38. 6 L.F. 36" Class III RCP, Complete in Place Q►VUA V� Y C Dollars& AA Cents/L.F.. $ $ X70°° 440 39. 51 L.F. 48" Class III RCP, Complete in Place � lkvyjtt j , Dollars& Cents/L.F.. s -1 14 I B-24 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM AM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID NT 410 40. 1 EA 48" Modified Parallel Headwall Ltvn a n. CL Dollars& Cents/EA. $ 500,° $ 410 41, 2 EA 24" Headwall per City Std. S-SD, 13A&B '5cv,e-k ykv-t A rv--A- Dollars& n 0 Cents,/EA. $70 $ 0000 110 42. 200 C.Y Unclassified Channel Excavation -7'WGk-,rc Dollars& A-0 Cents/EA $ 402 43. 1270 C.Y. Unclassified Trench Excavation and Backfill. Dollars& Cents/C.Y. $ Z� $ 41Z�'o 406 44. 55 C.Y. Construct Reinforced Concrete Channel Complete In Place as shown on Sheet 15 rnUA�fr_l Scva4j!1! .Dollars& 00 Cents/C.Y. $w —1 $ Riga 5 525 45. 250 L.F Trench Safety System for Storm Drain Pipe Over 5' Deep. Dollars& oc� 00 Cents/L.F. 1 $ 2 " $ B-25 SPEC ITEM PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 418 46. 100 S.Y. Reinforced Concrete Rip-Rap. 6v i!41 �,v Dollars& AD Cents/S.Y. $�L3 oo $ 456D o0 1� 506 47, 125 L.F. Metal beam guardrail. MN e/�K�N 6 sig- Dollars& Cents/L.F. $ 2551 $ 3 I Hof 450 48. 4 EA. Adjust Existing Sewer Manholes to Grade Three hundred and fifty Dollars& No Cents/EA. $350.00 $1,400.00 450 49. 5 EA. Adjust Existing Water Valve Boxes to Grade Two k-4119 �.� - Thi five Dollars& X5000 No Cents/EA. $3 0 $17 .00 450 F-50. 38 EA. Adjust Existing Water Meters to Grade I Thirty-five Dollars& No Cents/EA. $35.00 $1,330.00 516 51. 5 C.Y. Construct Reinforced Concrete Steps. -T�r et, IwAa r-A �&A,,,_Dollars& Flo Cents/C.Y. $35DOO $1;150' I.� N B-26 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 510 52. 65 L.F. Construct New Chain Link Fence including Relocation of Existing Gates or Installation of New Gates Complete. 7ev, Dollars& rw Cents/L.F. $ (�� $ to 0'9- 510 53. 130 L.F. Construct Pipe and Cable Fence. Te h Dollars& yw Cents/L.F. $ l O� $ o 00 116 54. 255 C.Y. Top Soil as Directed by Engineer Ten Dollars& 7 �sn ov No Cents/C.Y. $ 10.00 100 55. 100 L.F. 6" Perforated Subdrain �jc v c Dollars& AO Cents/L.F. $-700 $ 70600 NCT 56. 150 S.Y. Rock Rip-Rap. F74 kH 5evevt Dollars& A,? Cents/S.Y. $57 OR- $ 00560 0_ 518 57. 50 C.Y. Construct Combination Concrete Retaining Wall and Walk in Place FV1 re L►v u�.d rY d Dollars & ✓A Cents/C.Y. $ p� $ �� 000oo B-27 SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 518 58. )6 C.Y. Constrwct Reinforced Concrete Retaining 21 Wall in place as shown on sheet 15 �uwd nj_ 4,4,4 Dollars& l� CentslC.Y. $ $ 518 59. 85 L Y. 2'6-TxDOT(Type PR-2)Pedestrian Hand Rail 1� yn" Dollars i3< � r,7 CentslL.Y. S 0"" $ 518 60 850 S.Y. Hydromulch Seeding Dollars& �F Cents/C Y S S �� SP 61 Lump Sum. Storm Water Pollution Prevention Cents/LS 1 $ 3 q0is I S SUB-TOTAL—ALTERNATE B PAVING I DRAINAGE IMPROVEMENTS(c): D.O.E. 3912 (Transfer Total to Page B•Summary) B-28 Unit II SPEC PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT ITEM AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID SIDEWALK IMPROVEMENTS ALTERNATE C: REINFORCED CONCRETE SIDEWALK AND WHEEL CHAIR RAMPS 504 1. 9,950 S.F. 4° Reinforced Concrete Sidewalk and Wheel Chair Ramps EOW Dollars& ✓Icy Cents/S.F. $ $ SUB-TOTAL—ALTERNATE C CONCRETE WALK IMPROVENTS(d): D.O.E. 3912 (Transfer Total to Page B-Summary) $3cl boo°° ,� B-29 SUMMARY OF BIDS UNIT I –WATER REPLACEMENT s 1 (,6°0 1 ( a j UNIT II - PAVING / DRAINAGE ASPHALT PAVING $ AAA. to 70 — ( b ) UNIT II –PAVING / DRAINAGE CONCRETE PAVING $ 50q I(.I ( c ) UNIT II –CONCRETE WALKS AND WHEEL CHAIR RAMPS $ 31 boo0°— ( d-) PROJECT BID TOTAL 1 ASPHALT PAVING ALTERNATE 14 ( a ) + ( b ) $ . 015 CONCRETE PAVING ALTERNATE II 4 ( a ) + ( c ) $ 1o4Z 12-(o PROJECT BID TOTAL 2 ASPHALT PAVING ALTERNATE 14 ( a )+ ( b ) + ( d ) $ 4,3 sb CONCRETE PAVING ALTERNATE II a + c + d L6 bo The city reserves the right to award the contract to the responsive low bidder of Project Bid Total 1, Alternate I or Project Bid Total 1, Alternate 11 or to the responsive low bidder of Project Bid Total 2, Alternate I or Project Bid Total 2, Alternate 11. B-SUMMARY PART A - PROPOSAL (Contd.) Within ten (10)days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assured that its employees and applicants for employment and those of any labor organization, 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 Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 220 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) ® A. The principal place of business of our company is in the State of ❑ 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 nor required to underbid resident bidders. 'q[ B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1 (SEAL) If Bidder is Corporation Addendum No-2 Addendum No. 3 Respectfully submitted, t By: Title: DAN MCCLENDON, PRESIDENT Address : . P.O. BOX 996 BURLESON,TEXAS 76097 MP VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that,in order to be awarded a contract as low bidder,non-resident bidders(our-of-state contractors whose corporate office or principal place of business are outside of the state of Texas)bid projects for construction,improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-residents principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state),our principal place of business,are not required to underbid resident bid a B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: " Ifid'WON CONST CO. INC. By: DAN MCCLENDON, PRESIDENT Company (Please Print) r ature: BAN MIcCLENDON, PRESIDENT Rvv 1 Title: DAN MCCLENDON, PRESIDENT r City State 1p (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION r r r r r F VC-1 SECTION B UNIT I: WATER DEPARTMENT SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) PART C-GENERAL CONDITIONS PART C-1 -SUPPLEMENTRY CONDITIONS TO PART C GENERAL CONDITIONS PART D-SPECIAL CONDITIONS PART DA-ADDITIONAL SPECIAL CONDITIONS PART E- MATERIAL SPECIFICATIONS jib+ ,a •,``1 w �,. SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) 1) PREOUALIFICATION 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(5%)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 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: Section C3-3.13 of the General Conditions is deleted and replaced with the following: 06/04/03 (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 Goverment 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 601g,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. 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 06/04/03 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 harmless against any claims or allegations asserted by third parties 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 wan-ants 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 ADA's provisions and any other applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or 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. 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 fiuther 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. 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. 06/04/03 E 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. 06/04/03 PART C-GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER 1, 1987 TABLE OF CONTENTS C1-1 DEFINITIONS C1-I (1) C1-1.1 Definition of Terms C1-1 (1) w C1-12 Contract Documents C1-1 (2) C1-1.3 Notice to Bidders C1-1 (2) C1-1.4 Proposal C1-1 (2) C1-1.5 Bidder C1-1 (2) C1-1.6 General Conditions C1-1 (2) C1-1.7 Special Conditions C1-1 (2) C1-1.8 Specifications C1-1 (2) C1-1.9 Bonds C1-1 (2) C1-1.10 Contract Cl-1 (3) " C1-1.11 Plans C1-1 (3) C1-1.12 City C1-1 (3) C1-1.13 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 C1-1 (3) C1-1.18 Director, City Water Department C1-1 (3) C1-1.19 Engineer C1-1 (3) C1-1.20 Contractor C1-1 (3) C1-1.21 Sureties C1-1 (4) C1-1.22 The Work or Project C1-1 (4) C1-1:23 Working Day C1-1 (4) C1-1.24 Calendar Days C1-1 (4) �- C1-1.25 Legal Holidays C1-1 (4) CI-1.26 Abbreviations C 1-1 (4) C1-1.27 Change Order C1-1 (5) C1-1.28 Paved Streets and Alleys C1-1 (5) C1-1.29 Unpaved Streets or Alleys C1-1 (6) C1-1.30 City Street Cl-1 (6) C1-1.31 Roadway C1-1 (6) C1-1.32 Gravel Street C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2(1) C2-2.2 Interpretation of Quantities C2-2(1) C2-2.3 Examination of Contract Documents and Site of Project C2-2(2) C2-2.4 Submitting of Proposal C2-2(2) (1) C2-2.5 Rejection of Proposals C2-2.(3) C2-2.6 Bid Security C2-2(3) C2-2.7 Delivery of Proposal C2-2 (3) T C2-2.8 Withdrawing Proposals C2-2(3) C2-2.9 Telegraphic Modifications of Proposals C2-2 (3) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (4) C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3 (1) C3-3.2 Minority Business Enterprise/Women Business C3-3 (1) Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (3) C3-3.9 Failure to Execute Contract C3-3 (3) C-3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (6) C3-3.13 Weekly Payrolls C3-3 (6) C3-3,14 Contractor's Contract Administration C3-3 (6) C3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4(1) C44.2 Special Provisions C4-4(1) C44.3 Increased or Decreased Quantities C4-4(1) C44.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4-4(2) C4-4.6 Schedule of Operation C"(3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) C5-5.2 Conformity with Plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (1) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5(2) C5-5.6 Field Office C5-5 (3) - 05-5.7 Construction-Stakes C5-5-(3) (2) C5-5.8 Authority and Duties of City Inspector C5-5 (3) C5-5.9 Inspection C5-5 (4) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4) C5-5.11 Substitute Materials or Equipment C5-5 (4) C5-5.12 Samples and Tests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (5) C5-5.14 Existing Structures and Utilities C5-5 (5) C5-5.15 Interruption of Service C5-5 (6) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Clean-Up C5-5 (7) C5-5.18 Final Inspection C5-5 (8) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6(1) C6-6.2 Permits and Licenses C6-6(1) C6-63 Patented Devices,Materials,and Processes C6-6(1) C6-6.4 Sanitary Provisions C6-6(1) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges f Contractor in Streets,Alleys, C6-6(3) and Right-of-Way C6-6.7 Railway Crossings C6-6(3) C6-6.8 Barricades, Warnings and Flagmen C64(3) C6-6.9 Use of Explosives,Drop Weight, Etc. C6-6(4) C6-6.10 Work Within Easements C6-6(5) C6.6.11 Independent Contractor C6-6(6) C6-6.12 Contractor's Responsibility for Damage Claims C6-6(6) C6-6.13 Contractor's Claim for Damages C6-6 (8) C6-6.14 Adjustment or Relocation of Public Utilities,Etc. C6-6(8) C6-6.15 Temporary Sewer and Drain Connections C6-6(8) C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6(9) C6-6.17 Use of a Section or Portion of the Work C6-6(9) C6-6.18 Contractor's Responsibility for the Work C6-6(9) C6-6.19 No Waiver of Legal Rights C6-6(9) C6-6.20 Personal Liability of Public Officials C6-6(10) C6-6.21 State Sales Tax C6-6(10) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7(1) C7-7.3 Prosecution of The Work C7-7(1) C7-7.4 Limitation of Operations C7-7(2) C7-7.5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7(3) C7-7.7 Time of Commencement and Completion C7-7(3) C7-7.8 Extension of Time Completion C7-7(3) (3) C7-7.9 Delays C7-7(4) C7-7.10 Time of Completion C7-7 (4) C7-7.11 Suspension by Court Order C7-7 (5) C7-7.12 Temporary Suspension 0-7(5) C7-7.13 Termination of Contract due to National Emergency C7-7(6) C7-7.14 Suspension or Abandonment of the Work C7-7(6) and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7(8) C7-7.16 Termination for Convenience of the Owner C7-7(8) C7-7.17 Safety Methods and Practices C7-7(11) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement Of Quantities C8-8 (1) C8-8.2 Unit Prices C8-8 (1) C8-8.3 Lump Sum C8-8 (1) C8-8.4 Scope of Payment C8-8(1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8(3) C8-8.9 Adequacy of Design C8-8 (4) C8-8.10 General Guaranty C8-8(4) C8-8.11 Subsidiary Work C8-8 (4) C8-8.12 Miscellaneous Placement of Material C8-8(4) C8-8.13 Record Documents C8-8 (4) (4) PART C- GENERAL CONDITIONS CM DEFINITIONS SECTION CM DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and Include the following Items PART A-NOTICE TO BIDDERS (Sample) White PART B -PROPOSAL (Sample) White PART C -GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D- SPECIAL CONDITIONS Green PART E-SPECIFICATIONS E1-White E2-Golden Rod E2A-White PERMTTS/EASEMENTS Blue PART F-BONDS (Sample) White r PART G-CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A-NOTICE TO BIDDERS (Advertisement)same as above PART B -PROPOSAL (Bid) PART C-GENERAL CONDITIONS PART D -SPECIAL CONDITIONS PART E- SPECIFICATIONS PERMITS/EASEMENTS PART F-BONDS PART G- CONTRACT PART H-PLANS (Usually bound separately) C1-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner,has been publicly opened and read and not rejected by the Owner. - C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General. Conditions and the Special Conditions,the latter shall take precedence.. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General .� Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. -% C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by the Contractor for prompt and faithful performance of the contract and include the following: a. Performance Bond(see paragraph C3-3.7) b. Payment Bond(see paragraph C3-3.7) C. Maintenance Bond(see paragraph C3-3.7) d. Proposal or Bid Security(see Special Instructions to Bidders, Part A and C2-2.6) C1-1 (2) C1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation,authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth,Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tern of the City of Fort Worth,Texas. C 1-1.1 S CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth,Texas,or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative,assistant,or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents,acting within the scope of the particular duties entrusted to them. CI-1.20 CONTRACTOR: The person,person's,partnership,company,firm,association, or corporation, entering into a contract with the Owner for the execution of work, acting C1-1 (3) directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fiilfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including . Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7)hours between 7:00 am. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month,no days being excepted. C1-1.25: 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: 1. New Year's day January 1 2. M.L. King,Jr. Birthday Third Monday in January - 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Forth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council,falls on a Saturday,the holiday shall be observed on the preceding Friday,or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents,the intent and meaning shall be as follows: C1-1 (4) "' AASHTO - American Association of State MGD - Million Gallons Highway Transportation Officials per Day ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second IAW - In Accordance With Min. - Minimum ASTM - American Society of Testing Mono. - Monolithic Materials % - Percentum AWWA - American Water Works R - Radius Association I.D. - Inside Diameter ASA - American Standards Association O.D. - Outside Diameter HI Hydraulic Institute Elev. - Elevation Asph. - Asphalt F - Fahrenheit Ave. _ Avenue C - Centigrade Blvd. Boulevard In. - Inch CI - Cast Iron Ft. - Foot CL - Center Line St. - Street GI - Galvanized Iron CY - Cubic Yard Lin. - Linear or Lineal Yd. - Yard f lb. - Pound SY - Square yard MH - Manhole L.F. - Linear Foot Max. - Maximum D.I. - Ductile Iron r C 1-1.27 CHANGE ORDER: 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 the project on which bids were submitted. Increase in unit quantities stated in the ' proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25%of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. I CI-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment,not including an oiled surface,with or without separate base material. 3. Brick,with or without separate base material. 4. Concrete,with or without separate base material. 5. Any combination of the above. C1-I (5) TEX, CI-1.24 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined for"Paved Streets and Alleys." •. C1-1.30 CITY STREET: A city street is defined as that area between the right-of-way lines as the street is dedicated - C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2) back of the curb lines or four (`4) feet back of the average edge of pavement where " no curb exists. C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) PW in SECTION C -GENERAL CONDITIONS C2-2 INTERPRETATION AND IN PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with Proposal form,which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security,and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement,"all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. 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 current financial status. This statement must be current and no more than one(1)year old. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten(10)percent of the estimated project cost will be required. m 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 magnitude as that of the project for which bids are to be received, and such experience must have been completed not more than five (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. e C2-2(1) C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will .furnish. All additional information and data which the Owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract - Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests,boring,and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project.They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal.No information given by the Owner or any representative of the Owner other than that contained in the Contract.Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized.agent. If a proposal is submitted by a firm, association, or partnership,the name and address of each member of the firm,association,or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation,the company or corporation name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2(2) �. of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. r C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied b a acco P� Y "Proposal Security" of the character and the amount indicated in the "Notice to Bidders" and the"Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the`Notice to Bidders."It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marker with the word "PROPOSAL"' and the name or description of the project Fas designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager,City Hall,Fort Worth,Texas. rC2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration must be made in writing,addressed to the City Manager,and filed with him prior to the time set for opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non- consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify N his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time,no further consideration will be given to the proposal. ,r C2-2(3) C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the`Notice to Bidders."All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of,but not limited to,the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested 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) The bidder being in arrears on any existing contract or having defaulted on a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. f) Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make. g) Uncompleted work which, in the judgment 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 following: I. Financial Statement showing the financial condition of the bidder as specified in Part"A"- Special Instructions 2. A current experience record showing especially the projects of a _ nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(4) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud,the proposals will be tabulated on the basis of the quoted prices,the quantities shown in the proposal,and the application of such formulas or other methods of bringing �. items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-32 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six(6)months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinances prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided 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. _ C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. - C3-3 (1) C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if award is made, will be to the lowest and best responsive 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 price totals have been determined for comparison of bids,the Owner may,at its discretion,return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract,and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful,payment of all claimants as defined in Article �- C3-3 (2) r r5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 5e Legislature, Regular Session, 1959, effective April 27, r1959,and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all rpayments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these r . Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved r surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any rone acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. r Should an sure on the contract be determined unsatisfactory at an time b the Owner Y surety rY Y Y notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due IF or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the ' Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annual the Award. By reason of the uncertainty of the f market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will C3-3 (3) suffer by reason of such failure on the part of the Awardee and shall thereupon immediately by forfeited to the Owner. The filing of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization,commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractor's 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 is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract,Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The "- Contractor Shall procure and shall maintain during the life of this contract, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with$2,000,000 umbrella policy coverage. C. ADDITIONAL LIABILITY: The Contractor shall furnish ,- insurance as a separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage,the following insurance: 1. Contingent Liability(covers General Contractor's Liability for acts of sub-contractors). C3-3 (4) 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavation are performed adjacent to same). 4. Damage to underground utilities for$500,000. 5. Builder's risk(where above-ground structures are involved. 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than$100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractors, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and Rp C3-3 (5) performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth,or any other claimant,and claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth- Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be fiunished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies 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 the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary 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 (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth- Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all CM (6) appropriately signed and sealed, as applicable, by the Contractor's responsible offices with the understanding that this written assignment of authority to the local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may,at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be allowed for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant "County,Texas. C3-3 ('n PART C-GENERAL CONDITIONS C44 SCOPE OF WORK SECTION C44 SCOPE OF WORK C44.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically-stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services,and incidentals necessary to the prosecution and completion of the project. ^� C44.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for any such work and finnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be part of the Contract Documents just as though they were originally written therein. C443 INCREASED OR DECREASED OUANTTTIES: The Owner 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. Such increased or decreased quantity shall not be more than twenty-five (25) percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits not shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract s Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4(1) C444 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner reserves the right to make such changes in the Contract Documents and in the �. character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner,provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes ., shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C445 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor m accordance with these Contract Documents or approved additions thereto; provided however, that before any extra work is begun a "Change order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. C. The actual reasonable cost of(1)labor, (2)rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates,(3)materials entering permanently into the project,and(4) actual cost of insurance,bonds,and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10 percent of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owner by him and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in(1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts,bills,vouchers,and records relating to the Extra.Work. No"Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra, Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work,prior to beginning such work. C44(2) am Should a difference arise as to what does or dose not constitute Extra Work, or as to the payment thereof and the Engineer insists upon its performance the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof as provided under method(Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five(5)days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for"Extra Work" whether or not initiated by a"Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4.6 SCHEDULE OF OPERATION: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing 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 There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of the first monthly progress payment, the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Engineer. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. 3 C4-4(3) Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements and completion time. b. The construction progress shall be divided into activities with time durations of approximately fourteen days (14) days and construction values not to exceed$50,000.Fabrication,delivery and submittal activities are exceptions to this guideline. C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum, be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen(14)days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. 1. Preparation and transmittal of submittals 2. Submittal review periods. C4-4 (4) 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction(if applicable). 8. Final inspection. 9. Operational testing. I1� in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment,the number of work shifts or overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with diligence as will insure its completion within the time specified. C4-4(5) PART C-GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. "The Engineer shall decide all questions which arise as to the quality and acceptability of the materials f unshed,work performed,rate of progress of the work,overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the Contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequence or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. dM The Engineer shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements other wise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during constniction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, .taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing 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 dimensions,plans shall govern over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the C5-5 (1) Contract Documents, and the owner shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all times,one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call,as is the project superintendent,at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer,a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the C5-5 (2) M FM discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written ON request, or does not shoe just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air ., conditioned, lighted, and weather proof, so that documents will not be damaged by the elements. C5-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work,and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work,the City Inspector will have the authority to reject materials or equipment,and/or to suspend work until the question at issue can be referred to and decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary tot he requirement s of the low C5-5 (3) Contract Documents. The City Inspector will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in Controversy. C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable,the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work,but should Work so exposed or examined prove to be unacceptable,the uncovering or removing and replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK:All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at this expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work done without written authority,will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered-removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due tot he Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such work. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law,ordinance,codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified,and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the function called for by the general design, be similar and of equal substance to that specified and be suited to the same use and C5-5 (4) F capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employees by either of 4 them from and against the claims, damages, losses and expenses (including attorneys fees)arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use materials represented by the rsamples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents..Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which .. are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of quality and fitness of the work. When directed by the Engineer,they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the plans relative to the existing utilities are based on the best information available. Omission from, the inclusion of utility locations on the Plans is not to be considered as nonexistence of, or a definite location of, existing underground utilities. PF The location of many gas mains, water mains, conduits, sewer lines and service lines for C5-5 (5) 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 plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever,unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate r. such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, and service lines shall include notification of all utility companies at least forty-eight(48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: .-. a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance,shall be required to: 1. Notify the Water Department's Distribution Division as to ^- location,time,and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to the time and schedule of the interruption of their service,or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say- 05-5 (6) M tip "NOTICE" Due to Utility Improvement in your neighborhood, your (water)(sewer)service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank You, �. Contractor Address Phone b. Emer ency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: I through act or neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall suffer loss or damage of the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub- contractor shall assert any claim against the owner on account of damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save harmless the owner against any such claim. CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, 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 such direct action, plus 25 % of such costs,shall be deducted from the monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5 (7) CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed,the Engineer will notify the proper officials of the Owner and request that a Final Inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory,the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. C5-5 (8) a APB PM PART C-GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC O. RESPONSIBILITY PM SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED:The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by �. bodies having jurisdiction or authority for such enactment. No plea or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation,or order,whether it be by himself or his employees. C6-6.2 PERMTTS AND LICENSES: The Contractor shall procure all permits and licenses,pay all charges, costs and fees,and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES,MATERIALS,AND PROCESSES: If the Contractor is required or.desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, trademarks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such trade-mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work,provided,however,that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious I� diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private,and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by C6-6(1) the Contractor.All such facilities shall be kept in a clean and sanitary condition,fine from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to the property contiguous tot he work area The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer, If diversion of traffic is approved by the Engineer at any location, the Contractor may make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes,police call boxes,water valves,gas valves,or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work or materials furnished by the Owner or by the City shall be deducted from the monies due or to become due to the Contractor. ,The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are placed _ back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. C6-b(2) The Contractor shall at all times conduct his operation and use of construction machinery so as not to damage or destroy trees and scrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS ALLEYS AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys,or other public p places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools,materials,and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or staked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railroad tracks, the work shall be carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars,etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railroad, the City will secure the necessary easement for the work. Where the railroad tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Negotiations with the railway companies for the permits shall be done by and through the City. The Contractor shall give the City Notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights, and danger signals, shall provide such watchman, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from,and vehicles from being driven on or into,any work under C6-6(3) construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with provisions set forth in the "1980 .- 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 Veron's Civil Statues, pertinent section being Section Nos. 27, 29,30 and 31. 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 Markings Division (phone number 871-8075), " to remove the sign. In case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred 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 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 re- installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is _. completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own - expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the Work and materials involved in the constructing,providing, and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES,DROP WEIGHT,ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in advance of the use of any C6-6(4) activity which might damage or endanger their or his property along or adjacent to-the work. Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requested,the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. C6-6.10 WORK WITHIN EASEMENTS: Where the work Passe s over,thro� �, or into private properly,the Owner will provide such right-of--way or easement privileges, as the City may deem necessary for the prosecution of the work.Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights-of-way or work area shall be acquired for the benefit of rthe City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any AI• purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise,the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work,material,or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non-execution thereof on the part of the Contractor, he shall restore or have restored as his cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise C6-6(5) replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the - point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits,before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal.Therefore,no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair,rebuild,or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this contract. C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons performing the same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor,its officers,agents,employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSMELITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to,and does hereby indemnify,hold harmless and defend Owner,its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death,to any and all persons,of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart,by alleged negligence on the part of officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) I rOwner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage or loss,and/or personal injuries, including death,to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract,whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of officers,agents,employees,contractors,subcontractors,licensees,or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. rIf the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: 1. The claim has been settled and a release has been obtained from the PP claimant involved,or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the rp C6-6('n Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation foe any alleged damage by reason of the acts or omissions of the Owner,he shall within three days after the actual sustaining of such alleged damage,make a written statement to the Engineer, setting out in detail the nature of the alleged damage,and on or before the 25a'day of the month succeeding that in which ant such damage is claimed to have been sustained,the Contractor shall file with the Engineer an itemized statement of the details and the amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage.Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived,and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC Ul'ILPTIES.ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others,the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed,the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense,adequate pumping facilities and temporary outlets r or divisions. The Contractor, at his own cost and expense, shall construct such troughs,pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6(8) C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY_: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-12 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water,the charges, if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written notice of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or deficient operations on the part of the Contractor, shall be performed by the Contractor at his expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good 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 RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. 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 may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and organization which qualifies for exemption pursuant the provisions of Article 20.04 (I) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owner improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (I) of the Texas Limited Sales, Excise, and Use Tax Act,the Contractor can probably be exempted in the same manner stated above. ._ Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin,TX C6-6(10) PART C-GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendance, work of a value of not less than fifty (SO%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he *. will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights,title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled,unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. �. C7-73 PROSECUTION OF THE WORK: Prior to beginning any construction operations., the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. C7-7(1) �e 111f'3'1.?H, TEX. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF TIME OF COMPLETION of this Agreement,and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, — shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for the prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the .� Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen or adjacent property will result from its use. — C7-7(2) C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as det'med in C1-1.23 "WORKINU DAYS" or the date stipulated in the"WORK ORDER'for beginning work,whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must �., be made to the Engineer no later that the preceding Thursday. b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. .� C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub-contractors due to such causes. C7-7(3) When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on T schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time mat be increased by Change Order. C7-7.9 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 Engineer and if by the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer 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 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 from all his obligations hereunder which shall -� remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the Contract. Each bidder shall indicate in the appropriate place on the last page of the proposal, the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the proposal section of the Contract Documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed,the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a penalty,but as liquidated damages suffered by the Owner. C7-7(4) w• AMOUNT OF CONTRACT AMOUNT OF LIQUIDATED DAMAGES PER DAY Less than $ 5,000 inclusive $ 35.00 $ 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,000 inclusive $ 154.00 $ 100,001 to $ 500,000 inclusive $ 210.00 $ 500,001 to $ 1,000,000 inclusive $ 315.00 $ 1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,000 and over $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, and that the"Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. ti C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the vent the work is suspended by a Court Order.Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem , necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed;he shall provide suitable drainage about the work,and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be C7-7(5) determined by mutual consent of the Contractor and the Engineer that a solution to allow construction 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 returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend 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 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the president of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final a payment shall be made in accordance with the terms of the agreed settlement,which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNUIMENT OF THE CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared canceled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C7-7(6) RUM C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or .� workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. I Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. L A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of "` any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is canceled, the Contractor shall discontinue the work or such part thereof as the owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with written consent of the owner, sublet the work or that portion of the work as taken over,provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. rC7-7(7) In case the Sureties do not,within the hereinabove specified time,exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the .- Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto.The expense so charged shall be deducted by the owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work In case such expenses shall exceed the amount which would have been payable under the a Contract if the same had been completed by the Contract, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT:The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. A. NOTICE OF TERMINATION: Any Termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any C7-7(8) PEF P. claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer,the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, .. services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times,and to the extent,if any,directed by the Engineer: a. the fabricated or unfabricated parts, work in progress, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of the termination; and b. The completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. complete performance of such work as shall not have been terminated by the notice of termination; and 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, 1 certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of C7-7(9) N which has been directed or authorized by Engineer,Not later than 15 days thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted,shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. " D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto;provided,that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the contract price work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits>Nothing in C7-7.16(E) hereafter,prescribing the amount to be paid to the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16(D)upon the whole amount to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there shall be deducted; 1. all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; C7-7(10) 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or other things kept by the Contractor or sold, .pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; noting contained herein,however, shall limit the right of the owner and the Contractor to agree upon the amount or amounts to be paid tot he Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LMTATION OF RIGHTS: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT"or any other right which the Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal state and local laws ordinances and PY > regulations so as to protect person and property from injury, including death, or damage in connection with the work. r r C7-7(11) PART C- GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF OUANTPTIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made .� according to the United States Standard Measurements used in common practice,and will be the actual length, area, solid contents, numbers, and weights of the materials and item installed. C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, .� machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, profits,injuries,damages claims,taxes,and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum!' is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to finnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation as herein provided,in full payment for famishing all labor,tools,materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, C8-8(1) and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair,correct,renew,or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or -- equipment or machinery famished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections,or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1g and the 5" day of each month, the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the I Oh day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars($100.00) inn amount, 90%of such estimated sum will be paid to the Contractor if the total contract _ amount is less than $400,000.00, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimates may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed -- (such payment will be allowed on a basis of 85% of the net invoice value thereof). The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that partial estimates from month to month will be approximate only, all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quantity of sufficiency, or as an acceptance of the.work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perform the work strictly in accordance with the specifications or provisions of this Contract. C8-8(2) C8.8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection,and if the work is satisfactory,in an acceptable condition,and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlines in paragraph C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements,computations,and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. S The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the owner satisfactory evidence of compliance as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit as furnished by the City,certifying that; A. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, B. that the wage scale established by the City Council in the City of Fort Worth has been paid, and C. that there are no claims pending for personal injury and/or property" damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of said City relaxing to or connected with the Contract. C8-8(3) The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features,sufficiency of the Contract Documents,the safety of the structure, and the practicability of the operations of the completed project,provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereot and additions and alterations thereof approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents,approved modifications thereof,and all alterations thereof. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of the work not done in accordance with the Contract Documents 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 pay for any damage to the other work 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 and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. 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 of which shall be included in the price bid in the Proposal,for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. ` C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one- tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the Project. C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the C8-8(4) r rsite, in good order and annotated to show all changes made during the construction process.These shall be delivered to the Engineer upon completion of the work r r r r r r F r I r IF C8-8(5) PW an SECTION Cl: FM SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General V1 These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. i r B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent(10%). For contracts of$400,000 or more at the time of execution,retainage shall be five percent(5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the +Y Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and f* replaced with D-3 of Part D - Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised Pg. 1 10/24/02 E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: 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 an such iniury, 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, servants or employees. In the event Owner 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 Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved,or(b)provides Owner with a letter 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 under a City Contract. F. INCREASED OR DECREASED QUANTITIES: Part C - General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4(1),revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner 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 lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not ,- to the various depth categories. Revised Pg.2 10/24/02 P& PW G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph"h.ADDITIONAL we INSURANCE REQUIREMENTS" a. The City, its officers, employees and servants shall be endorsed as an additional PE insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. PM 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 l� 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. Revised Pg. 3 10/24/02 1. 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. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of -- patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the -" Contractor to repair, correct,renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10,General Guaranty at page C8-8(4)is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any provision in the Contract Documents,nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents 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 pay for any damage to other work or property resulting therefrom which shall appear within a period of two(2)years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract Revised Pg.4 10/24/02 which shall assure the performance of the general guaranty as above outlined. The Owner will KM give notice of observed defects with reasonable promptness. Any reference to any shorter period of time of warranty contained elsewhere within the PW specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security,to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders u must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud,the proposals for V which non-consideration requests have been properly filed may, at the option of the Owner,be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time,no further consideration will be given to the proposal K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987; (City let projects)make the following revisions: Revised Pg. 5 10/24/02 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: -R In order for a surety to be acceptable to the City, the surety must(1) hold a certificate of authority from the United States secretary of the treasury to 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 w 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. 2. Pg. C3-3(5)Paragraph C3-3.11 INSURANCE delete subparagraph"a. COMPENSATION INSURANCE". 3. Pg. C3-3(6),Paragraph C3-3.11 INSURANCE delete subparagraph"g. LOCAL AGENT FOR INSURANCE AND BONDING". F F L. RIGHT TO AUDIT: Part C-General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 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 work space 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,until the expiration of three(3) Rif 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. 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 the Contractor for the cost of copies as follows: Revised Pg. 6 10/24/02 F- ps 1. 50 copies and under- 10 cents per page 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4),part C - General Conditions of the Water Department General Contract Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs h incurred will be considered to be included in the Linear Foot price of the pipe. N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES. WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five(5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: r Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ° ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE) and/or a Woman Business Enterprise(WBE) on the contract and 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 initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than 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 thee(3) years. op Revised Pg. 7 r 10/24/02 P. WAGE RATES: 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. "4 (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 Section C-1, L. Right to Audit (Rev. 9/30/02) 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. Revised Pg. 8 10/24/02 — PART RT D - SPECIAL CONDITIONS r DD=1 GENERAL.............................. ......................................................................................3 D-2 COORDINATION MEETING...... ........................................4 DD=3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ..................5 6--4 COORDINATION WITH FORT WORTH WATER DEPARTMENT..................................7 D-5 CROSSING OF EXISTING UTILITIES.............................................................................7 D-6 EXISTING UTILITIES AND IMPROVEMENTS ................................................................7 5--7 CONSTRUCTION TRAFFIC OVER PIPELINES..............................................................8 D-8 TRAFFIC CONTROL.....................................................:.................................................8 D-9 DETOURS ......................................................................................................................9 6--10 EXAMINATION OF SITE .................................................................................. ........... D- 11 ZONING COMPLIANCE...............................................................................................9 D- 12 WATER FOR CONSTRUCTION................................................................................ 10 D- 13 WASTE MATERIAL .................................................................................................. 10 D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE.................................................... 10 U- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK............................... 10 D- 16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES.......................... 10 5-71-7 BID QUANTITIES ......................................................... . 11 D- 18 CUTTING OF CONCRETE. ..... ....................................... 11 D- 19 PROJECT DESIGNATION SIGN............................................................................... 11 5-72-0 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT..................................... 12 D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL...................................................... 12 6---22 CRUSHED LIMESTONE BACKFILL.......................................................................... 12 D- 23 2:27 CONCRETE....................................................................................................... 12 5-2-4 TRENCH EXCAVATION, BACKFILL, AND COMPACTION....................................... 12 D- 25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2A9) FOR UTILITY CUTS.......... 14 6- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS)............... 15 D- 27 SANITARY SEWER MANHOLES.............................................................................. 15 D-28 SANITARY SEWER SERVICES....................................................................... ...... 18 D-29 REMOVAL SALVAGE AND ABANDONMENT OF EXISTING FACILITIES..............20 5--3-0 QETECTABLE WARNING TAPES................ 22 6--31 PIPE CLEANING. ......................................................................................................22 D- 32 DISPOSAL OF SPOILIFILL MATERIAL.....................................................................22 5-- 3-3 MECHANICS AND MATERIALMEN'S LIEN...............................................................22 D-34 SUBSTITUTIONS ................................:. .......23 D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER............23 6- 3-6 VACUUM TESTING OF SANITARY SEWER MANHOLES........................................26 5-3-7 BYPASS PUMPING....................................... ..........................................................27 6-- 3-8 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER........27 D- 39 SAMPLES AND QUALITY CONTROL TESTING.......................................................29 5---40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS THAN 1 ACRE)..............................................................30 D-41 INGRESS AND EGRESSiOBSTRUCTION OF ACCESS TO DRIVES ......................31 D-42 PROTECTION OF TREES, PLANTS AND SOIL .......................................................31 D-43 SITE RESTORATION ................................................................................................31 5--4-4 CITY OF FORT WORTH STANDARD PRODUCT LIST............................................31 5--45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING...........................................32 U- 4-6 CONFINED SPACE ENTRY PROGRAM......................................................... .37 D- 47 SUBSTANTIAL COMPLETION INSPECTIONIFINAL INSPECTION..........................37 D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS)....................37 Q-49 CONCRETE ENCASEMENT OF SEWER PIPE ........................................................38 D- 50 CLAY DAM.................................................................................................................38 D- 51 EXPLORATORY EXCAVATION (D-HOLE)................................................................38 10/27/04 Sc-1 PART D - SPECIAL CONDITIONS D- 52 INSTALLATION OF WATER FACILITIES..................................................................39 52.1 Polyvinyl Chloride (PVC)Water Pipe .........................................................................39 52.2 Blocking .....................................................................................................................39 _ 52.3 Type of Casing Pipe...................................................................................................39 52.4 Tie-Ins. ......................................................................................................................40 52.5 Connection of Existing Mains.....................................................................................40 52.6 Valve Cut-Ins .............................................................................................................40 52.7 Water Services .........................................................................................................40 52.8 2-Inch Temporary Service Line .................................................................................42 52.9 Purging and Sterilization of Water Lines....................................................................43 52.10 Work Near Pressure Plane Boundaries ....................................................................44 52.11 Water Sample Station ...............................................................................................44 52.12 Ductile Iron and Gray Iron Fittings. ............................................................................44 D-53 SPRINKLING FOR DUST CONTROL........................................................................45 67-54 DEWATERING ........................................................................o.................................45 D- 55 TRENCH EXCAVATION ON DEEP TRENCHES.......................................................45 D-56 TREE PRUNING........................................................................................................45 5---57 TREE REMOVAL.......................................................................................................46 D-58 TEST HOLES. ...........................................................................................................46 D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION .....................................................................................................47 D- 60 TRAFFIC BUTTONS................................ ....47 6--61 SANITARY SEWER SERVICE CLEANOUTS. ..........................................................48 5--6-2 TEMPORARY PAVEMENT REPAIR. .................. ..................................................48 D-63 CONSTRUCTION STAKES ...48 .. .. .. ......... .. .. .. ... . ... .... ... .... .. . 5--64 EASEMENTS AND PERMITS...............................................................................:....48 D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING..............................................49 D-66 WAGE RATES.....................................:....................................................................49 a 5--6-7 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ...................................49 6-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN1 ACRE)..............................__.........................................................................50 D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS. .........................................I............................ .......52 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD...............................................52 D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION ...................................................53 D-72 AIR POLLUTION WATCH DAYS. .................................................................................53 D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS........................................54 10127174 SC-2 PART D - SPECIAL CONDITIONS ro This Part D — Special Conditions is complimentary to Part C —General Conditions and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C— General Conditions and part C1 —Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C — General Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: PROJECT DESCRIPTION UNIT I: WATER IMPROVEMENTS PEAK STREET(NEAL AVE. TO IRION ST.) UNIT II: PAVING RECONSTRUCTION PEAK STREET(NEAL AVE. TO IRION ST.) FORT WORTH, TEXAS DOE PROJECT NO. 3912 WATER DEPARTMENT PROJECTS NO. PW53-0605301764308 C115-030115095502 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project under the provisions stated above. 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 acceptance of this project by the City of Fort Worth and will be required to replace 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 Worth Water Department's General Contract. Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and PW drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. rAny 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 Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - rCITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS J a 10/27/04 SC-3 '�Irf J CIRRI" PART D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. 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. Bidders shall 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 contract documents intact may be grounds for designating bids as "non-responsive" and �. rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. MR C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of �. the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. 10117104 SC-4 PART D - SPECIAL CONDITIONS W D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. 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. 2. 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. F0 3. 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 ,w 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, V providing, hauling, or delivering equipment or 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. r B. 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 contractors 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 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. rF. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. r10127104 SC-5 r PART D - SPECIAL CONDITIONS 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. 1. 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 F one year thereafter. 6. 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 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. 8. 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 the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or 1&27104 SC-6 PART D - SPECIAL CONDITIONS misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. 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 days after receipt of notice of breach r, from the governmental entity. J. 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 workers' 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". D-4 COORDINATION WITH FORT WORTH 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 determine the best times for deactivating and activating those lines. D. 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength, cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item. D-6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be 10127104 SC-7 PART D - SPECIAL CONDITIONS considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support, protection or relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, 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 his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the 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 best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D-7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more +' frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D- 8 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 10127104 SC-8 PART D - SPECIAL CONDITIONS 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. VP A traffic control Alan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 871-8770, 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 OM 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 PP permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and 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 alp 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 specifications, the permanent sign shall be left in ow 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. Work shall not be performed 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." The cost of the traffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as bid in the Proposai, and no other compensation will be allowed. PP D-9 DETOURS 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. D- 10 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, which may affect k 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 pff improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE 10127104 SC-9 PART D — SPECIAL CONDITIONS olft During the 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. D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. D- 13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed 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 ACCEPTANCE 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 item(s) will be reduced by 25%. Final cleanup work shall.be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement 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 of Fort Worth 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. The City of Fort Worth Department of Engineering shall give final acceptance of the completed project work. D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish 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 commence with water and/or sanitary sewer installation until such time that the survey cut-sheets have been received from the City inspector. D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES _. The following procedures will be followed regarding the subject item on this contract: 10127104 SC-1 0 PART D SPECIAL CONDITIONS 1. A waming 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." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCORE) who will erect temporary mechanical barriers, de- energize the lines, or raise or lower the lines. 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 ONCORE, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCORE company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D- 17 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased 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 with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. D- 18 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. r D- 19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be V-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817) 871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends 1027104 SC-11 PART D - SPECIAL CONDITIONS Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents 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 for trench backfill on this project. The material shall conform to Public Works Standard '~ Specifications for Street and Storm Drain Construction Division 2 Item 208.2- Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, and General Contract Documents. D- 23 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call- out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract 70127104 SC-12 PART D - SPECIAL CONDITIONS Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that 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 remedial measures shall be entirely the Contractors own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. PW 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated on material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than B. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type"C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: • Less than 10% passing the#200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size % Retained 1" 0-10 1/2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 All other provisions of this section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density(A.S.T.M. D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. + Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Backfill material to be compacted • as described above must be within +-4% of its optimum moisture content. The top two (2) feet of 10127104 SC-13 PART D - SPECIAL CONDITIONS sewer line trenches and the top eighteen(18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. MR The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2)foot vertical intervals beginning at a level two (2)feet above the top of the installed pipe and continuing to the top of the completed backfili at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. Type "B" backfill shall be paid for at a pre-bid unit price of$15.00 per cubic yard. D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-3. The results of the street cores that were conducted on the project streets, to determine HMAC depths on 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 trench, a minimum of twelve(12) inches outside the trench walls. The trench shall 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 finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of ,q 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(2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) 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. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. 10127104 SC-14 PART D - SPECIAL CONDITIONS D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) op A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item 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 Professional Engineer licensed in Texas. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. �► B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground.in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15)feet. r2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between rlevels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. 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. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed ,to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails, ( (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical 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 than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D- 27 SANITARY SEWER MANHOLES - A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary 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 manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, r SC-1 101 27/04 5 op PART D - SPECIAL CONDITIONS Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer s lines. The plugs shall not be removed until the applicable manhole complete with cone 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 required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the 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 less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade 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 on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certain 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 built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 10117104 SC-16 PANT D - SPECIAL CONDITIONS 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved 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, 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 of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: r� 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. w In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the 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 loose + debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. 10127104 SC-17 PART D - SPECIAL CONDITIONS,.. .Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris 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. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. - 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper"Bitumastic Super Service Black"; Tnemec "46- a. 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not ;. include pavement replacement, which if required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to,joint sealing, lift hole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D-28 SANITARY SEWER SERVICES 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 Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City 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 shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building 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 will be required. Severed service connections shall be maintained as specified in section C6-6.15. 10127104 SC-18 PART D - SPECIAL CONDITIONS D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re-routing, whether on +r public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de- holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re- routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained IQ127104 SC-19 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 prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer 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 checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other 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 public right of way. Payment for all work and material involving the "tap" shall be included in the price bid — for sanitary sewer service taps. D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with -� Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method 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 grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void 'shall be backfilled and compacted in accordance with backfill method 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 grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned 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 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. 10127104 SC-20 PART D - SPECIAL CONDITIONS E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve 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 not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method 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 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 lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than-18 inches below final grade. The 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 material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item -Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. C. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear 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 location. 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 mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to mak�.&- t—� h- 1027/04 SC-21 MR PART D - SPECIAL CONDITIONS final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. " D- 30 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturers recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances.required shall be included in the unit price bid for the appropriate bid item(s). D-31 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all _ exposed pipe ends during any period of work stoppage. D- 32 DISPOSAL OF SPOILIFILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, 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 Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occuring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. 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 material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND MATERIALMEN'S LIEN 10127104 SC-22 PART D - SPECIAL CONDITIONS The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D- 34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes P0 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, which has been specified. Where the term "or equal", or"or approved equal" is used, it is understood that if OM 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 for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. r' Where the term "or equal", or "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 proving that the ow 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 this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. ab D- 35 PRE-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 being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer �• laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage ,O► that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. 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 and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall cant' its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to prevent Pff flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be• cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the 10127104 SC-23 MR PART D - SPECIAL CONDITIONS equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the R downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. 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 satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no -- payment will be made for an unsatisfactory inspection. B. 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 pulled at a speed greater than 30 feet per minute. Manual winches, power winches, 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 television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or 10127104 SC-24 a PART D - SPECIAL CONDITIONS the like, which 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 suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at PP the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. r 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. , In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines 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 the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape 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 this portion 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 Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of 1027104 SC-25 PART D - SPECIAL CONDITIONS the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, 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 required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES D. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, 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 ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg -9"Hg)(SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. 10117104 SC-26 PART D - SPECIAL CONDITIONS 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to PF locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. 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 material, 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 and/or replaced. The-bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as T, may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without 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 flow in the bypass system. Under no circumstances will the Contractor be permitted r to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. 4 D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER L A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub-Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed 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 satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 1r" C. EXECUTION: 10127104 SC-27 PART D - SPECIAL CONDITIONS 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 pulled at a speed greater ' than 30 feet per minute. Manual winches, power winches, 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. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which 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 suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at - the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television -inspection must be done immediately following the lacing of the main with no water flow. „ If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the �► television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines 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 the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. 1027104 SC-28 PART D - SPECIAL CONDITIONS r if the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion 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. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 39 SAMPLES AND 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 fi 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 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 in-place 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 r 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. op 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. 10127104 SC-29 a ��G L PAE, C0' + FT. YEN, PART D - SPECIAL CONDITIONS D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise 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, dams, 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 REQUIREMENTS: The Engineer has the authority 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 material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, 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. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment - shall not be operated in live streams. 4. 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 be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, 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. 10127104 SC-30 PART D - SPECIAL CONDITIONS C. 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 given for this work. D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or ° better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. 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-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class 11 Pruning as described by 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 the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall j be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1)of a foot. D.44 CITY OF FORT WORTH STANDARD PRODUCT LIST C` Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth 99 Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements. 10127104 SC-31 dffl. PART D — SPECIAL CONDITIONS Me D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING .. This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) 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 embankments 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 for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and, acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds 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 be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. 1027104 SC-32 PART D - SPECIAL CONDITIONS a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. FP When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. PO MATERIALS: ,,.. a. General. All 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 time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Puri Germination 1027104 SC-33 PART D - SPECIAL CONDITIONS Common Bermuda Grass 95% 90% a Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates (Eastern Sections) (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western W heatgrass 50 May 1 Annual Rye 50 Total: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, 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 watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified 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 be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-45, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then 10127104 SC-34 PART D - SPECIAL CONDITIONS be finished to line and grade as specified under "Finishing" in Section D-45, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight(1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one(1) inch in diameter, or they shall be removed. r The area shall then be finished to line and grade as specified under "Finishing" in Section D- 45, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six(6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface P, without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow 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 item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) 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 comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(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 slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. ` Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the rsoil and places the seed in the slit which is then pressed close with a cult packer wheel. 4. HYDROMULCH SEEDING: If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes. 1027104 SC-35 r PART D - SPECIAL CONDITIONS 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the. City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer 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 area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of"Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard �* in place on the project site. Measurement will be made only on topsoils secured from borrow sources. rt Acceptable material for"Seeding" will be measured by the linear foot, complete in place: Acceptable material for"Sodding" will be measured by the linear foot, complete in place. Acceptable material for"Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as 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 shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All 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" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all 10127104 SC-36 PART D - SPECIAL CONDITIONS rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" 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 full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shall submit an _ acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 7. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. _ 8. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a I list of items needing to be completed or corrected.. 9. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. 10. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection. 11. Final inspection shall be in conformance with general condition item "C5-8.18 Final Inspection" of PART C - GENERAL CONDITIONS. D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. 10127104 SC-37 PART D - SPECIAL CONDITIONS 52.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the .responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting 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 construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, ! Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 52.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be " without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated -S appurtenants required, shall be included in the price of the appropriate bid items. F 52.7 Water Services The relocation, replacement, or reconnection of water services 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 service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. y 10127104 SC-40 I• PART D - SPECIAL CONDITIONS All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are'to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 1. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five(5) feet behind the Meter. 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is # defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. 10127104 SC-41 PART D - SPECIAL CONDITIONS When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A— Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap 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 meter box shall be included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). „4 52.8 2-Inch Temporary Service Line A. The 2-inch temporary 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 temporary service connections 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 corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting 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" 10127104 SC-42 F PART D - SPECIAL CONDITIONS temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. P, The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. 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 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next • successive project location. i Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the e Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre-construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until ps such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 52.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications ° except as modified herein. The City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used 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 less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. 1027104 SC-43 PART D - SPECIAL CONDITIONS Purging and sterilization of the water lines shall be considered as incidental to the project I and all costs incurred will be considered to be included in the linear foot bid price of the pipe. r 52.10 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken _ to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 52.11 Water Sample Station GENERAL: All water sampling station installations will be per attached Figure 34 or as required in. WA large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials 4% necessary for the installation of the 3/4-inch type K copper service line will 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 Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an 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 bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 52.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, -- fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished 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, joint accessories, polyethylene wrapping, horizontal concrete blocking, 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 conforming to Material Specification E1-13 and Construction 10/27/04 SC-44 r PART D - SPECIAL CONDITIONS Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- ; down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D- 53 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 to this contract. D- 54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be Pff considered to be included in the project price. D- 55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall 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 Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 3. Steel"T" = Bar stakes, 6 feet long. 4. Smooth Horse-Wire: 14-1/2 gauge(medium gauge) or 12 gauge(heavy gauge). ` 5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. 6. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 10miO4 SC-45 PART D - SPECIAL CONDITIONS 7. Survey and stake location of root pruning trenches as shown on drawings. 8. Using.the approved specified equipment, make a cut a minimum of 36 inches deep in .: order to minimize damage to the undisturbed root 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 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. y 12. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F, Tree Pruning shall be considered subsidiary to the project contract price. D- 57 TREE REMOVAL Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing - utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. 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 is expressly declared that neither the ,' City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. Mk 1027104 SC-46 PART D - SPECIAL CONDITIONS D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in 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 door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver 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 flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information: Name of the project. DOE number, the date of the interruption of service, the period the interruption will take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Construction office at (817) 871-8306. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D- 60 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. 10/27/04 SC-47 PART D - SPEClA1. CONDITIONS .. D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways, streets, 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 functional sanitary sewer cleanout 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 immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with 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 the temporary pavement 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 -+r such mobilization. No additional compensation shall be made for maintaining the temporary pavement. D-63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades 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.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/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 the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D- 64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer fines or 1012NU SC-48 r PART D - SPECIAL CONDITIONS manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractors responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, Ir are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractors attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractors responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractors responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all costs associated with compliance with the permit(s) including payment for flagmen shall be subsidiary to the bid item price for boring under the railroad. No additional payment will be allowed for this item. D. 66 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction 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 forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that 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 shall less than the following rates of wages be paid. (Attached) D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a 10127104 SC-49 PART D - SPECIAL CONDITIONS contract or other law, ordinance, regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal 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 Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If it remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it 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 become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the p.. responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS 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 obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.htmi. 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%. 10127104 SC-50 r PART D - SPECIAL CONDITIONS ON 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 fm 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 PR 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 o' 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 op during the 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 PE and submitted by the contractor to the engineer for review and approval. A Notice of Termination 10127104 SC-51 PART D - SPECIAL CONDITIONS (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 CONDITION D -40 SHALL BE APPLICABLE. D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative. The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities .* as a result of these actions. D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low bidders)for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidders) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested 1027104 SC-52 - PART D - SPECIAL CONDITIONS may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is P responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: PW 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 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. FP 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. D-72 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 10127104 SC-53 7 PART D - SPECIAL CONDITIONS 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. ■ D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows: I(M 1. The street permit fee is $50.00 per permit with payment due at the time of permit application. 2. A re-inspection fee of $25.00 will be assessed when work for which an inspection �+ called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. -, 1027104 SC-54 Fm (To be printed on Contractor's Letterhead) Date: DOE No: 3176 PROJECT NAME:Main C1C411 Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION: 76L LIMITS OF CONST.: West of 9`"Avenue along FWWR between Rosedale and Oleander Estimated Duration of Construction on your Street : <XX>days r r THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE r SEWER LINES ON OR AROUND YOUR PROPERTY. CI)NSTRUCTION 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 INSPECTOR> AT -'TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FL YER HAND Y WHEN YOU CALL. r PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter(Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper(Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving & Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 $10.00 CY) Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 $11.52 CY) Front End Loader(2 1/2 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 $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter(Paving) $9.75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 10/27/04 SC-56 AM PART D - SPECIAL CONDITIONS 10127/04 SC-57 FORTWORTH DMC DOE NO. 7CXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) -- THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, 4CONTRACTOR �' PART D - SPECIAL CONDITIONS F TEXAS DEPARTMENT OF HEALTH DEMOLITION I RENOVATION 10 �* NOTIFICATION FORM NOTE::CIRCLE ITEMS THAT ARE AMENDED O T >7 H NOTIFICATION* f7 1) Abatement Contractor. TDH License Number i Address: City: State' ZP= i" a Office Phone Number I I Job Site Phone Number: e Site Supervisor. TDH License Number U Site Supervisor: TDH License Number. s Trained On-Site NESHAP Individual: Certification Date: � e Demolition Contractor Office Phone Number[ I n Address: Ciiy: State: Zip: 1 y 2) Project Consultant or Operator. TDH License Number Mailing Address: 3 City: State: Zip: Office Phone Number,t T A 3) Facility H Attention: P Making Address: City. State: Zip: Owner Phone Number( ) "Note:The invoice for the notification fee will be sent to the owner of the building and the billing address for the Invoice will be obtained from the lnformation that is provided In this section. N 4) Description or Facility Name: E Physical Address: County City Zip: S Facility Phone Number( ) Facdity Contact Person: H Description of Area/Raom Number Prior Use: Future Use: P Age of SuddlrtgtFacility: Size: Number of Floors: School(K-12): = YES = NO C 5) Type of Work: - Demolition Renovation(Abatement) _. Annual Consolidated T Work will be during: _ Day C Evening Z Night - Phased Project D Description of work schedule: H 6) Is this a Public Building? -. YES r NO Federal Facility?=YES Z NO Industrial Site?Z YES 11 NO C NESHAP-Only Facility? 0 YES C NO Is BuildinglFacility Occupied? :3 YES -71 NO L 7) Notification Type CHECK ONLY ONE V = Original(10 Wonting Days) - Cancellation Amendment ri Emergency/Ordered I 0 It this is an amendment which amendment number is this?_(Enclose copy of original andlor last amendment) I If an emergency,who did you talk with at TDH? Emergency* a Date and Hour of Emergency(HHIMLUDD/YY): ow ti Description of the sudden,unexpected event and explanation of how the event caused unsafe conditions or Would cause d o equipment damage(computers,machinery.etc n ? 1� 0 8) Description of procedures to be followed in the event that unexpected asbestos is found or previously non-liable Y asbestos material becomes crumbled,pulverized,or reduced to powder. E S 9) Was an Asbestos survey performed? _ YES = NO Date: I I TDH Inspector License No: G Analytical Method::3 PLM 0 TEM C_Assumed TDH Laboratory License No: N (For TAHPA(public budding)projects:an assumption must be made by a TDH Licensed Inspector) 10) Description of planned demolition or renovation work,type of material,and metnod(s)to tie used: 11) Description of wark practices and engineering Controls to be used to prevent emissions of asbestos at the demoktlaWrem vadon: Ile _ . 10n7ro4 SC-59 PART D - SPECIAL CONDITIONS 12) ALL applicable items in the following table must be completed: IF NO ASBESTOS PRESENT CHECK HERE Approximate amount of Check unit of measurement Asbestos-Containing Building Material Asbestos Type Pipes Surface Area Ln Ln SO SO Cu Cu Ft M Ft 1.4 Ft M RACM to be removed I RACM NOT removed Intenor Category I non-friable removed Exterior CaLegory I non-friable removed Cateco I non-friable NOT removed Interior Ca(S2ory It non-friable removed I .� Exterior Cateoory 11 non-friable removed Category tl non-friable NOT removed RACh1 Off-Facility Component 13) Waste Transporter Name: TDH License Number. Address: Ci... State: Zip: ..� Contact Person: Phone Number: f 1 14) Waste Disposal Site Name: ~ Address: City- State: rip: Taiephtme:{ 1 TNRCC P'srtn Number: 15) For structurally unsound facilities,attach a copy of demolition order and identify Govemmental Official below Name; Registration No: r Title: Date of order(MM(DDIYY) 1 I Date order to begin(Mh41DD/YY) I I 16) Scheduled Dates of Asbestos Abatement(fd61lDD/YY) Start I I Complete: f f 1T) Scheduled Dates Demolition)Renovation(M1.VDWM Start: 1 / Complete: J J Note:H the start date on this notification can not he met,the TDH Regional or Local Program office AhM be contacted by phone prior to the start date. Failure to do so is a viotation in accordanco to TAHPA.Section 295.51. I hereby certify that all information I have provided is correct,complete,and true to the best of my knowledge. I acknaMedge that I am responsible for all aspects of the notification form,including,but not limiting,content and submission dates. The maximum penalty is S10.000 per day per violation. f 1 � (Signature of Building Owner/Operator (Printed Name) (Date) (Telephone) or Delegated Consuftant/ContraCor) ,{ ! (Fax'Number) MAIL TO: ASBESTOS NOTIFICATION SECTION i TOXIC SUBSTANCES CONTROL DIVISION TEXAS DEPARTMENT OF HEALTH 'Faxos are not accepted' PO BOX 143538 *Faxes are not accepted, AUSTIN,TX 787143538 PH:512-834-66M.1-800-572-5548 Farm APBN5,dated 07/29)02 Replaces TOH form dotod 07113101.For assistance in completing form,call 1-800572-5548 7fJV2Tif14 SC-60 po PART DA - ADDITIONAL SPECIAL CONDITIONS ow DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS..........OMITTED 5A-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE.................................OMITTED an 5A-3 PIPE ENLARGEMENT SYSTEM ...........OMITTED DA-4 FOLD AND FORM PIPE ................................................................................OMITTED DA-5 SLIPLINING...................................................................................................OMITTED "' DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT .........................................OMITTED DA-7 TYPE OF CASING PIPE................................................................................OMITTED DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR................................OMITTED on DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION.....OMITTED 5A-10 MANHOLE REHABILITATION.......................................................................OMITTED DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION...................OMITTED �. DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM....OMITTED DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM.................................OMITTED DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM.........................OMITTED DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM.......................OMITTED DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM........................OMITTED pm DA-18 RIGID FIBERGLASS MANHOLE LINERS ........................ .............................OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION..................................OMITTED 5A-20 PRESSURE GROUTING...............................................................................OMITTED DA-21 VACUljtd TESTING OF REHABILITATED MANHOLES................................OMITTED DA-22 FIBERG SS MANHOLES............................................................................OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES........OMITTED 5A-24 REPLACEMENT OF CONCRETE CURB AND GUTTER.............................................5 DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS.....................................................5 DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE..............................................5 DA-27 GRADED CRUSHED STONES..........................:.........................................................6 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0'WIDE..............................................OMITTED DA-29 BUTT JOINTS-MILLED......................................I.........................................OMITTED DA-30 2" H.M.A.C. SURFACE COURSE(TYPE"D" MIX)......................................................6 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER...............................OMITTED 5A-32 NEW 7" CONCRETE VALLEY GUTTER.......................................................OMITTED DA-33 NEW a STANDARD WHEELCHAIR RAMP..................................................OMITTED DA-34 8" PAVEMENT PULVERIZATION...............................................:..................OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE(UTILITY CUT)...........................7 5A-36 RAISED PAVEMENT MARKERS.................................................................................8 5A-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING...................8 DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL........12 DA-39 ROCK RIPRAP- GROUT - FILTER FABRIC.................................................OMITTED DA-40 CONCRETE RIPRAP.....................................................................................OMITTED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS.............................................OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS..............................................OMITTED 5A-43 UNCLASSIFIED STREET EXCAVATION......................................................OMITTED DA-44 6" PERFORATED PIPE SUBDRAIN..............................................................OMITTED DA45 REPLACEMENT OF 4" CONCRETE SIDEWALKS....................................................13 pm DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION..................................OMITTED DA-47 PAVEMENT REPAIR IN PARKING AREA.................................................................14 5A-48 EASEMENTS AND PERMITS....................................................................................14 6A49 HIGHWAY REQUIREMENTS........................................................................OMITTED pft 05106104 ASC-1 r PART DA - ADDITIONAL SPECIAL CONDITIONS DA-50 CONCRETE ENCASEMENT,..<.................................................................................14 DA-51 CONNECTION TO EXISTING STRUCTURES..........................................................14 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION.....................OMITTED DA-53 OPEN FIRE LINE INSTALLATIONS..............................................................OMITTED DA-54 WATER SAMPLE STATION......................................................................................15 5A-55 CURB ON CONCRETE PAVEMENT.......................................................... .........15 DA-56 SHOP DRAWINGS........................................................................................OMITTED DA-57 COST BREAKDOWN ....................................................................................OMITTED r DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY..................... .........16 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP......................................................OMITTED DA-60 ASPHALT DRIVEWAY REPAIR ......... .............16 DA-61 TOP SOIL.;................................................................................................. ..............16 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT.................16 5A-63 BID QUANTITIES ............................. .. ....................................................OMITTED 5A-64 WORK IN HIGHWAY RIGHT OF WAY..........................................................OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASE)..................... DA-66 OP;I M TO RENEW. ...................................................................................OMITTED DA-67 NON-EXCLUSIVE CONTRACT.....................................................................OMITTED DA-68 CONCRETE VALLEY GUTTER.....................................................................OMITTED DA-69 TWE1rd!5MQNa. ................................................................................................17 DA-70 PAVEMENT STRI PING..............................................................................................17 DA-71 H.M.A.C. TESTING PROCEDURES ••",,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,,,,,17 DA-72 SPECIFICATION REFERENCES , ,18 5A-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVEAND BOX......................................................................................................18 DA-74 RESILIENT-SEATED GATE VALVES............................................................OMITTED 6A-75 EMERGENCY SITUATION, JOB MOVE-IN...................................................OMITTED DA-76 1 h” &2' COPPER SERVICES.................................................................................18 DA-77 SCOPE OF WORK(UTIL. CUT)....................................................................OMITTED DA-78 CONTRACTOR'S RESPONSIBILTY(UTIL. CUT).........................................OMITTED DA-79 CONTRACT TIME(UTIL. CUT).....................................................................OMITTED F, 5A-80 REQUIRED CREW PERSONNEL& EQUIPMENT(UTIL. CUT)....................OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT)......................................OMITTED DA-82 LIQUIDATED DAMAGES (UTIL. CUTS ..........................................................OMITTED DA-83 PAVING REPAIR EDGES (UTIL. CUT) .........................................................OMITTED DA-84 TRENCH BACKFILL(UTIL. CUT)..................................................................OMITTED DA-85 CLEAN-UP(UTIL. CUT) ................................................................................OMITTED DA-86 PROPERTY ACCESS (UTIL. CUT)...............................................................OMITTED 5A-87 SUBMISSION OF BIDS (UTIL. CUT).............................................................OMITTED 5A-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT)...................................OMITTED . 5A-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT III (UTIL. CUT).................OMITTED DA-90 2° TO 9' H.M.A.C. PAVEMENT(UTIL. CUT).................................................OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT)OMITTED 5A-92 MAINTENANCE BOND (UTIL. CUTS.............................................................OMITTED DA-93 BRICK PAVEMENT(UTIL. CUT). .OMITTED 5A-94 LIME STABILIZED SUBGRADE(UTIL. CUT)........ ......... ......... ......... ........OMITTED DA-95 CEMENT STABILIZED SUBGRADE(UTIL. CUT) .........................................OMITTED vp 5A-96 REPAIR OF STORM DRAIN\STRUCTURES (UTIL. CUT)...........................OMITTED 5A-97 "QUICK-SET" CONCRETE(UTIL. CUT)........................................................OMITTED 5A-98 UTILITY ADJUSTMENT(UTIL. CUT)............................................................OMITTED 0,5/0&04 ASC-2 r ON PART DA - ADDITIONAL SPECIAL CONDITIONS DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR(UTIL. CUT).........................OMITTED DA-101 CONCRETE CURB AND GUTTER(UTIL. CUT)...........................................OMITTED DA-102 PAYMENT(UTIL CUT).................................................................................OMITTED DA-103 DEHOLES (MISC. EXT.)...............................................................................OMITTED 5A-104 CONSTRUCTION LIMITATIONS (MISC. EXT.)............................................OMITTED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.).................................OMITTED A--106 BI,Q QUANTITIES (MISC. EXT.)....................................................................OMITTED DA-107 LIFE OF CONTRACT(MISC. EXT.)..............................................................OMITTED DA-108 FLOWABLE FILL(MISC. EXT. .....................................................................OMITTED DA-109 BRICK PAVEMENT REPAIR(MISC. REPL.).................................................OMITTED DA-110 DETERMINATION AND INITIATION OF WORK(MISC. REPL)..................OMITTED DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.)...................................OMITTED DA-112 MOVE IN CHARGES (MISC. REPL.) ............................................................OMITTED DA-113 PROJECT SIGNS (MISC. REPL.) .................................................................OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPL.)......................................................OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.).....,............................OMITTED DA-116 FIELD OFFICE..............................................................................................OMITTED DA-117 TIF1C CONTROL PLAN.. .20 DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS...OMITTED 0&0&04 ASC-3 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS OMITTED DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE OMITTED DA-3 PIPE ENLARGEMENT SYSTEM OMITTED DA-4 FOLD AND FORM PIPE OMITTED DA-5 SLIPLINING OMITTED DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT OMITTED DA-7 TYPE OF CASING PIPE OMITTED DA-8 SERVICE LINE POINT R�PAIR/CLEANOUT REPAIR OMITTED DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION OMITTED DA-10 MANHOLE REHABILITATION OMITTED DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION OMITTED DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM OMITTED DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM OMITTED DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM OMITTED DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED r DA-18 RIGID FIBERGLASS MANHOLE LINERS OMITTED DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION OMITTED DA-20 PRESSURE GROUTING OMITTED pw DA-21 VACUUM TESTING OF REHABILITATED MANHOLES OMITTED DA-22 FIBERGLASS MANHOLES OMITTED NO DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED t 0510MM ASC-4 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER " These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications, Item No. 104"Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter', and Drawing Nos. S-S2 through SS4. Pay limits for laydown curb and gutter are shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall saw cut the curb and gutter and pavement prior to PM removal. Included, and figured subsidiary to this unit prig, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation', into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day Im haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix as per specification No. 300 "Asphalts, Oils and Emulsions', Item No. 304 "Prime Coat' and Item No. 312 "Hot Mix Asphaltic Concrete' and compacted to standard City densities and top soil as per specification item No. 116 "Top Soil", if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. r Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete% Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. SS5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, 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 the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall 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. 05/06104 ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS PP After satisfactory completion of removal as outlined above, the contractor shall place the 9 permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch 00 thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are.applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the P& surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304"Prime Coat", and 312"Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-27 GRADED CRUSHED STONES This item shall be used to repair the failed base material in areas exceed 8" deep as directed by 3 the Engineer. The material shall be graded crushed stones. For specifications governing this item see Item No. 208"Flexible Base". The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE OMITTED ,w DA-29 BUTT JOINTS— MILLED OMITTED DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions% 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. 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 material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor,.materials, equipment, tools, and incidentals necessary to complete the work. 05106104 ASC-6 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTED DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ® The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. A. GENERAL: Reinforced concrete pavement or base shall conform to Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requirements of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: VP Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the '~ new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where necessary and as �. required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 05106104 ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Saw cut along marked lines a minimum of two(2)inches deep. 5. Remove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard PE specifications. 7. Place and finish concrete. 8. Clean up job site, removing all debris. 9. Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-36 RAISED PAVEMENT MARKERS All applicable provisions of Standard Specifications for Roadway Markers (Buttons) shall apply. The Contractor shall install standard roadway markers according to city specifications as shown ron plan sheet or as directed by the Engineer. Please refer to"Roadway Markers Specifications'. DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A. GENERAL: Where known by the design engineer, the locations of potentially petroleum contaminated material (soil) that may be encountered during excavation and/or construction activities will be shown on the plans. For all locations where material is excavated and suspected of being contaminated with petroleum products, whether known or not, these special conditions are to be followed. The contractor is also to follow all applicable Federal. State and Local regulations when handling known or suspect contaminated materials(soils). 1. WORK INCLUDED a. Excavation, stockpiling and testing of Potentially Petroleum Contaminated Material. b. Removal, testing, and disposal of petroleum contaminated groundwater. rc. Obtaining and paying for required permits. d. Hiring of qualified environmental professional consultant(s). Contractor will be required to submit the environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. 05/06/04 ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS e. Hiring of qualified environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testing laboratory. The City of Fort Worth's Department of Environmental Management for coordination of laboratory testing. 2. REFERENCES a. All applicable OSHA regulatory requirements. b. All applicable Environmental Protection Agency(EPA)regulatory requirements. c. All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth(City)regulatory requirements. e. All applicable NIOSH standards. f. All applicable TNRCC requirements. 3. SUBMITTALS a. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prior to commencing excavation. PO b. The Contractor shall take necessary precautions while performing this project. Contractor shall not commence PPCM work (1) Contractofs submittal for dealing with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for discharging any treated liquid into the storm sewer or sanitary sewer are or reviewed by the City(3)and acceptable stockpile area is identified by the Contractor. c. Contractor shall submit the name of his proposed qualified environmental op professional consultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required for PPCM handling or contaminated materials disposal. The above data must be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservation Commission(TNRCC). d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualified environmental consultants)and testing lab. e. Contractor shall submit for review the proposed carrier pipe material to be used with the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating or liner. B. PRODUCTS: 1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation, including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration. 05/06104 ASC-9 r PART DA - ADDITIONAL SPECIAL CONDITIONS r C. EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Areas suspected of having petroleum contaminated material (soils) are shown in on the engineering drawings. b. In areas other than those noted on the plans and where potentially petroleum contaminated materials are either detected or suspected, the City of Fort Worth and the Engineer should be notified immediately and the work should proceed in accordance with this section. 2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care should be taken during all excavation and dewatering activities to identify areas potentially contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor shall notify the Engineer without delay. w G The Contractor shall have retained the services of an environmental consultant who shall be'present at the site to screen suspect soil with a photo-ionization detector (PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient conditions or greater on PID or FID tested soil sample will be considered potentially 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 teflon gasket lined lid. The City of Fort Worth Department of Environmental Management will be notified prior to all sample collection and submittal to the current testing laboratory identified by the City. The PID or FID tests should be performed in a confined location. Soils producing a reading of less than 20 ppm above ambient will not be considered potentially petroleum contaminated. The PID or FID shall be calibrated according to manufactures instructions. d. Water encountered during excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any time the Contractor has reason to believe that hydrocarbon contamination may have occurred. The Contractor shall immediately notify the City and the TNRCC whenever contaminated water is encountered. p a. The Contractor shall contact the City whenever contamination from any source is suspected. 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL(PPCS) a. Contractor shall coordinate with the City to determine a suitable location for the stockpiling of contaminated soil. The following procedure shall be followed in preparing the chosen site: 05106104 ASC-10 W PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Provide a diked enclosure large enough to hold all material and prevent runoff. 2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall completely cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4. Sampling and evaluation of materials will be performed at the Contractor's expense. (The City of Fort Worth will provide laboratory services) OL b. PPCS shall be handled, tested, observing all standard chain-of-custody procedures and sampling preservation and analyses shall conform to published and recognized standards. c. The stockpiled PPCS shall be sampled and tested every 50 cubic yards for Total Petroleum Hydrocarbons(TPH)(TX1005)and Benzene, Toulene, Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort Worth Department of Environmental Management. d. Contaminated soil identified by test results will be disposed of according to DA-36, Loading,Transportation, and Disposal of Contaminated Soil. - e. It is the intent of the City of Fort Worth that uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or B backfill classifications. 4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER(PPCW) a. Water pumped from the excavation or from dewatering activities that has an oily sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentially petroleum contaminated. b. PPCW shall be handled, tested, and discharged in accordance with the TNRCC's appropriate state regulation. PPCW shall be tested no later than 15 days prior to extraction. PPCW shall, if necessary, be treated in an appropriately sized oillwater separator, air stripper or GAC canisters. Contractor shall have his testing laboratory determine that the oiltwater separator treated discharge is within the limits established by the TNRCC's regulations before being allowed to discharge (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c. Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system. It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Services Division. d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system. e. The product that is recovered shall be disposed of in accordance with all applicable regulations. Any phase separate product recovered from the oil/water separator and 05106104 ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS rair stripper shall be transported in accordance with Department of Transportation rules and regulations for flammable products. When transporting product for disposal, transportation shall also be performed by a licensed carrier. The Contractor is responsible for proper manifesting of the material from the site to the waste disposal facility. Completed Manifests shall be returned to the City rDepartment of Environmental Management within 90 days of shipment. 5. HANDLING VAPOR CONCENTRATIONS ra. In order to maintain safe working conditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Limit (LEL). During construction, measures should be taken to maintain LEL levels below 20 percent in all working areas. b. To monitor vapor levels and oxygen levels a combustible gas indicator(CGI)with a LEW meter should continuously operate in the working area. The CGI should be properly calibrated and should have an alarm that sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded periodically to determine if ventilation or other methods are effective. In the event local health and safety agencies require more stringent monitoring, the local regulations must be implemented, D. MEASUREMENT AND PAYMENT: Payment for handling PPCS, PPCW and Vapor Concentrations, obtaining and paying for any permits required, hiring the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and incidental to this section will be full compensation for all labor, equipment, materials, and supervision. Measurement and Payment for this section will be per linear foot of trench excavated where the excavated material is handled as a contaminated material, No separate payment will be made for handling of contaminated water,vapor concentrations, sampling, stockpiling, etc. i DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. GENERAL: This item has been established for the loading, transportation and disposal of contaminated soils in a State of Texas approved disposal site (landfill) to handle special wastes (petroleum contaminated soils). A bid item has been established in the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and testing results. The unit price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material, than that listed in the bid proposal, rresults in a unit cost reduction for disposal. B. WASTE MANIFESTS: PW Any and all non-hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a 05106104 ASC-12 PART DA - ADDITIONAL SPECIAL CONDITIONS waste shipment reoord/manifest detailing required generator, transported, destination and waste description information._ These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utilized shall be the TNRCC PETROLEUM-SUBSTANCE WASTE AFFIDAVIT (Fort TWC-0332). The Contractor shall be responsible for obtaining, originating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign the manifests forms as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT / 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 removed from the site and received by the treatment/disposal facility. The Contractor shall immediately resolve any manifest discrepancies. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. C. MEASUREMENT AND PAYMENT: Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded, transported and disposed of in an approved special disposal site. No separate payment will be made for loading, transportation and disposal of contaminated ground waters collected; these costs considered subsidiary to DA-37, POTENTIALLY f PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be i included in the Contractor's bid submittal and approved by the City of Fort Worth Department 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 ROCK RIPRAP - GROUT- FILTER FABRIC OMITTED i DA-40 CONCRETE RIPRAP OMITTED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS OMITTED DA-42 CONCRETE PIPE FITTINGS AND SPECIALS OMITTED DA-43 UNCLASSIFIED STREET EXCAVATION OMITTED . DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications governing this item see Item No. 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the removal and replacement work. 05106104 ASC-13 PO 7 PART DA - ADDITIONAL SPECIAL CONDITIONS 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 price of the rappropriate pipe BID ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITTED DA-53 OPEN FIRE LINE INSTALLATIONS OMITTED �. DA-54 WATER SAMPLE STATION GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3f4-inch type K copper service line will 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 Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an 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 bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. DA-55 CURB ON CONCRETE PAVEMENT r Standard Specification Item 502 shall apply except as herein modified. INTEGRAL CURB: 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. SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28)days. The quantity of mixing water shall not exceed seven (7) U.S. gallons per sack (94 lbs.) of Portland Cement. The slump of the r 05106104 ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compliance with Public Works Department standard requirement Item 502. DA-56 SHOP DRAWINGS OMITTED DA-57 COST BREAKDOWN OMITTED DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY All work involving paving and/or drainage shall conform to the two following published specifications, except as modified herein: STANDARD SPECIFICATIONS FOR STREET AND STORM 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 OMITTED DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.A.C. driveways are encountered, such driveways shall be completely replaced for the full extent of utility cut 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 Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction, Item 116, except as follows: All labor, equipment, tools and incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT This item shall include raising or lowering an existing meter box to the parkway grade specified No payment will be made for adjusting existing boxes which are within 0.001 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of the meter box. DA-63 BID QUANTITIES OMITTED DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED 05106104 ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible base material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation and Public Works Department. DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER OMITTED DA-69 TRAFFIC BUTTONS The Contractor shall supply all materials and labor necessary to install traffic buttons of the same type as were previously installed at locations designated by the Engineer. The buttons to be supplied shall be generally, but not limited to Type W-4 and Type II C-R4 and installed with a Type III Epoxy. �I The unit prig 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 Engineer. Materials used shall be of 420 Type intersection grade tape(in 18-inch width)such as Stamark as manufactured by 3M company or approved equal. The unit price bid for this item shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-71 H.M.A.C. TESTING PROCEDURES 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. I� 05/06/04 ASCA 7 PART DA - ADDITIONAL SPECIAL CONDITIONS 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. DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VALVE AND BOX The relocation and reconnection of sprinkler system control valve and box will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to �I those located in the field and identified by the Engineer. A minimum of twenty-four(24) hours advance 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 bark-flow preventer or control valve and box. Payment for all work and material such as back-fill, fittings, five (5) feet of PVC 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-flow preventer or control valve and box. All other costs will be included in other appropriate bid item(s). DA-74 RESILIENT-SEATED GATE VALVES OMITTED DA-75 EMERGENCY SITUATION, JOB MOVE-IN OMITTED DA-76 1 %" & 2" COPPER SERVICES The following is an addendum to E1-17, Copper Water Service Lines and Copper Alloy Couplings: All fittings used for 1 W and 2" water services lines shall be compression fittings of the type produced with an internal "gripper ring' as manufactured by the Ford Meter Box Co., Inc., Mueller Company, or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval. Contractor shall make all cuts to the copper tubing with a copper tubing cutter tool specifically designed for this purpose in order to provide a clean, square cut. The use of hacksaws or any other type of cutter will not be allowed. Prior to installing the compression fittings, the copper tubing will be made round by the use of a "rounding tube" specifically made for that purpose. 05106104 ASCA 8 FART DA - ADDITIONAL SPECIAL CONDITIONS Payment for all work and materials associated with 1 'A' and 2" copper services shall be included in the price of the appropriate bid item. PW DA-77 SCOPE OF WORK (UTIL. CUT) OMITTED "' DA-78 CONTRACTOR'S RESPONSIBILTY(UTIL. CUT) OMITTED DA-79 CONTRACT TIME (UTIL. CUT) OMITTED DA-80 REQUIRED CREW PERSONNEL& EQUIPMENT(UTIL. CUT) OMITTED DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) OMITTED DA-82 LIQUIDATED DAMAGES (UTIL. CUT) OMITTED rDA-83 PAVING REPAIR EDGES (UTIL. CUT) OMITTED DA-84 TRENCH BACKFILL (UTIL. CUT) OMITTED DA-85 CLEAN-UP (UTIL. CUT) OMITTED DA-86 PROPERTY ACCESS (UTIL. CUT) OMITTED DA-87 SUBMISSION OF BIDS (UTIL. CUT) OMITTED k DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) OMITTED DA-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT III (UTIL. CUT) OMITTED DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) OMITTED DA-92 MAINTENANCE BOND (UTIL. CUT) OMITTED DA-93 BRICK PAVEMENT(UTIL. CUT) OMITTED DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) OMITTED F DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) OMITTED DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) OMITTED DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) OMITTED DA-98 UTILITY ADJUSTMENT (UTIL. CUT) OMITTED 05106104 ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED DA-102 PAYMENT (UTIL. CUT) OMITTED DA-103 DEHOLES (MISC. EXT.) OMITTED �. DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMITTED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OMITTED DA-106 BID QUANTITIES (MISC. EXT.) OMITTED DA-107 LIFE OF CONTRACT (MISC. EXT.) OMITTED DA-108 FLOWABLE FILL (MISC. EXT.) OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITTED DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) OMITTED DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) OMITTED DA-112 MOVE IN CHARGES (MISC. REPL.) OMITTED DA-113 PROJECT SIGNS (MISC. REPL.) OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPL.) OMITTED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED DA-116 FIELD OFFICE OMITTED DA-117 TRAFFIC CONTROL PLAN Traffic control shall be in accordance with item D-8 of the Special Conditions with the exception of the Contractor providing the traffic control plan. A traffic control plan has been prepared and is included in the project plans. All other requirements of D-8 shall apply. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMITTED 0506104 ASC-20 r OEM PART E ow TECHNICAL SPECIFICATIONS FOR MANHOLE JOINT SEALING 8 REINFORCED PLASTIC WATER METER BOXES pm pw pm p. �� it RICC.. Irt I SECTION E -SPECIFICATIONS r JANUARY 1, 1978 f PV All materials,construction methods and procedures used in this project shall conform to Sections E1,E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications,together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). I Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein,and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX E1 MATERIALS SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I.values as follows:) C. Additional backfill requirements when approved for use in streets: (1) Type B Backfill (c) Maximum plastic index(PI)shall be 8. (2) Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. P E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain unchanged). (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. rw^ E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density" shall remain l unchanged). r 1� CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING y" A. GENERAL This specification covers a cold-applied performed flexible butyl rubber or plastic sealing compound for M' sealing interior and/or 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 joint sealant in all joints as per Figure M attached. B. MATERIALS This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E- Z Stick or equal_ The joint sealer shall be supplied in either extruded rope-form of suitable cross- sectional area or flat tape form and shall be sized as recommended by the manufacturer and approved 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, 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 of the product 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 Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other 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 on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective paper wrapper, the joint sealant shall be kept clean. Install frames and cover over 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. lot 1. Frames, unless otherwise shown on the drawings, 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. r D. SEALING AND/OR ADJUSTING EXISTING MANHOLES Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly ? vertical. 1. Remove manhole frame from the manhole structure and observe the condition of the frame. The existing frame shall be used wherever possible. Any existing frame shall be used wherever possible. Any frame that is not suitable for use as determined by the Engineer shall be replaced. �► Separate and observe the condition of the grade adjustment rings. If the grade rings are loose, deteriorated, broken, or show structural defects, replace them in accordance with these specifications. Replace adjustments that are constructed of brick, block, or materials other than P. precast concrete with precast concrete rings, or where necessary, and approved by the Engineer, a precast flattop section. Precast concrete rings, or a precast concrete flattop section will be the only adjustments allowed. 2. In brick or block manholes where it is difficult to determine where grade adjustments and walls meet, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade adjustments or manhole frame. Existing brickwork, which is structurally satisfactory, if damaged by the Contractor, shall be replaced at the Contractor's expense. 3. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of a quick setting hydraulic cement to provide a smooth working surface. r4. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. r5. Joint surfaces between the frame, adjustment rings and cone section shall be free of dirt, stones and voids to ensure a watertight seal. Place a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 6. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10)feet long so that the top of casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 7. Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than (1) inch or less than one half(1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the stop of manhole casting for not less than three (3)feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regraded near the manhole. r r S. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. E. MEASUREMENT AND PAYMENT The price bid for new manhole installations shall include the cost of joint sealing and payment will be made from the appropriate Bid Item(s). For existing manhole adjustment and/or sealing, the cost of sealing shall be included in the appropriate bid item and payment will be made for these items. -� SECTION E1-18A— REINFORCED PLASTIC WATER METER BOXES E1.1 8A.1 SCOPE: This specification covers three types of water meter boxes, Type A Type B and Type C. E1.18A.1.1 Class A Standard Meter Box: Intended for use with services utilizing 5/8" X34 , '/" and meters. E1.18A.1.2 Class B Standard Meter Box: Intended for use with services utilizing 1-1/2' and 2" mete E1.18A.1.3 Class C Standard Meter Box: Intended for use with services utilizing two 5/8" X'/4 or 1/4 i meters. E1.18A.2 CONSTRUCTION: Reinforced plastic water meter boxes andiron cover lids under this specifccat will include three specific sizes of a rectangular shape. Those three sizes will be referred to us: CLASS 'A', 11" x 18" Box, 12" high CLASS 'B', 15.25" x 27" Box, 12" high CLASS 'C', 18" x 16" Box, 12" high E1.18A.3 REINFORCED PLASTIC METER BOX SPECIFICATION The meter box shall be constructed of Linear Medium Density Polyethylene (LMDPE) as defined in ASTM D- 883-95A and have a minimum wall thickness of .500". The exterior shall be black to provide UV protection. Boxes shall be able to withstand a minimum 15,000 pounds vertical load and shall withstand a minimum 400 pounds sidewall load. The meter box exterior shall be free from seams or parting lines and all edges and comers are to be smooth free from sharp edges so the unit can be handled safely without gloves. E1.18A.4 IRON METER BOX LID SPECIFICATION The meter box lids are to be made of cast iron according to ASTM A48-84, Class 30-B or ductile iron accordin to ASTM A-536. The lids shall withstand a minimum vertical load of 15,000 pounds. Castings are coated witt bituminous emulsified asphalt unless otherwise specified, ground smooth, and cleaned with shot blasting, to g a uniform quality free from strength defects and distortions. Dimensions shall be within industry standards of plus or minus (+/-) one-sixteenth of an inch per foot. All castings will bear the Manufacturer's IS (name or loge and Country of Origin. Casting weights may very plus or minus (+/-) five percent from drawing weight per industry standards. SECTION C UNIT II: TRANSPORTATION / PUBLIC WORKS SPECIAL INSTRUCTIONS TO BIDDERS (TPW) SPECIAL PROVISIONS FOR STREET AND STORM DRAIN GENERAL CONSTRUCTION NOTES SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 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 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 qualify as a surety on obligations permitted or required under federal law;or(2)have obtained reinsurance for any liability in excess of S 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. r 2. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: 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 performance bond and a payment bond,both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253.Texas Government Code. In order for a surety to be acceptable to the City,the surety must(l)hold 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; or (2) have obtained reinsurance for any liability in excess of S 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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest 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 op immediately provide a new surety satisfactory to the City. If the contract amount is in excess of 525,000,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 S 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. All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance of the project from defects in workmanship and/or material. It 10/27/04 1 3. LIQUIDATED DAMAGES:The Contractor's attention is called to Part I, 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: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction 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 the special provision titled"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. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7. FINAINCIAL 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 F provide,along with executed contract documents and appropriate bonds,proof of insurance for Worker's Compensation and Comprehensive General Liability(Bodily Injury-5500,000 each person, $1,000,000 each occurrence($2,000,000 aggregate limit);Property Damage-$250,000 each .e 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 Contractoes insurance policies excepting employees liability insurance coverage under Contractoes workers'compensation insurance policy. 10/27/04 2 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. 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 6018,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 IP 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. 10/27/O4 3 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. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In a 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.,Ave(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 R 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 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 that three(3)years. 12. 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 ninety(90)days from the date the M/WBE UTILIZAT ION FORM, PRIME CONTRACTOR WAIVER FORM,GOOD FAITH EFFORT FORM,and/or the JOINT VENTURE FORM("Documentation")as appropriate is received by the City. The award of contract, if made,will be within ninety(90)days after this documentation is received,but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13. PAYMENT:The Contractor will receive full payment(minus 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. 14. 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 plans desk of the Department of Engineering Construction Division at(817)871-7910. Bids that so not acknowledge all applicable addenda may be rejected as , non-responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation Insurance Coverage a. Definitions: 10/27/04 4 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 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,of any change that materially affects the provision of coverage of any person providing services on the project. 10/27/04 5 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. v 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; i (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: i (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 filed 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. 10/27/04 6 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 512440-3789 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". 16. 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. 17. AGE 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,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. 18. 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. n 10/27/04 7 19. PROGRESS PAYMENTS FINAL PAYMENT PROJECT 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. 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. 10/27/04 8 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WORK...................................................................................................................................SP-4 2. AWARD OF CONTRACT...................................................................................................................._..SP-4 3. PRECONSTRUCTION CONFERENCE......................................................................:...........................SP-4 4. EXAMINATION OF SITE ...................................................._................................................................SP-4 5. BID SUBMITTAL...................................................................................................................................SP-5 6. WATER FOR CONSTRUCTION.............................................................................................................SP-5 7. SANITARY FACILITIES FOR WORKMERS.........................................................................................SP-5 8. PAYMENT................................................................................................... :..........................................SP-5 9. SUBSIDIARY WORK..............................................................:.......................................... .SP-5 10. LEGAL RELATIONS AND RESPONSIBILITIES TOTHE PUBLIC....:.............................. ............. ...... ........ ..........................................................SP-5 11. WAGE RATES. ::.SP-S 12. EXISTING UTILITIES.............................................................................................................................SP-5 13. PARKWAY CONSTRUCTION................................................................................................................SP-5 14. MATERIAL STORAGE...........................................................................................................................SP-5 15. PROTECTION OF EXISTING UTILITIES ANDIMPROVEMENTS............................................................................................................................SP-6 16. INCREASE OR DECREASE IN QUANTITIES......................................................................................SP-6 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS.............:.............................................SP-6 18. EQUAL EMPLOYMENT PROVISIONS........................................ .........................................................SP-6 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE 20. FINAL CLEAN UP....................................................................................................................................SP-8 21. CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATIONLAW..........................................................................................................................SP-8 22. SUBSTITUTIONS...................................................................................................................................SP-11 23. MECHANICS AND MATERIALSMEN'S LIEN...................................................................................SP-11 24. WORK ORDER DELAY .............................................................................::.........................................SP-11 25. WORKING DAYS .....................................................................................................:............................SP-1 l 26. RIGHT TO ABANDON ..........................................................................................................................SP-11 27. CONSTRUCTION SPECIFICATIONS ..................................................................................................SP-11 28. MAINTENANCE STATEMENT ....SP-11 ....................................................................................................... 29. DELAYS ....................:.............................................................................................................SP-11 30. DETOURS AND BARRICADES ...........................................................................................................SP-12 31. DISPOSAL OF SPOIL/FILL MATERIAL .............................................................................................SP-12 32. QUALITY CONTROL TESTING ..........................................................................................................SP-12 33. PROPERTY ACCESS .............................................................................................................................SP-13 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES ...............................................SP-13 35. WATER DEPARTMENT PRE-QUALIFICATIONS ................... ........SP-13 ................................................... 36. RIGHT TO AUDIT .................................................................................................................................SP-13 37. CONSTRUCTION STAKES...................................................................................................................SP-14 38. LOCATION OF NEW WALKS AND DRIVEWAYS ..........................................................................SP-14 39. EARLY WARNING SYSTEM FOR CONSTRUCTION........................................................................SP-14 40. AIR POLLUTION WATCH DAYS..........................................................................................................SP-15 10/27/04 SP-1 SPECIAL 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 GUT TER.........................................2..............................SP-20 47. PAY ITEM-HMAC TRANSITION...... . .............................................................................................SP-20 48. PAY ITEM-6"PIPE SUBDRAIN........................................................::...............................................SP-20 49. PAY ITEM-TRENCH SAFETY........... .............................................................................................SP-20 50. 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..............t....................................................SP-22 55. PAY ITEM-REMOVE EXISTING CURB INLET................................................................................SP-22 z 56. PAY ITEM-6"REINFORCED CONCRETE DRIVEWAY..................................................................SP-23 57. PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS.......................................................SP-23 58. PAY ITEM-4'STANDARD CONCRETE SIDEWALK,LEADWALK AND WHEELCHAIRRAMP......................................................................................................SP-23 59. PAY ITEM-REMOVE AND REPLACE FENCE..................................................................................SP-23 60. PAY ITEM-STANDARD T'CURB AND 18"GUTTER......................................................................SP-24 61. PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUS...................OMITTED 62. PAY ITEM-BORROW........... ............................................ ...........................................................SP-24 63. PAY ITEM-CEMENT STABILIZATION.............................................................................................SP-24 64. PAY ITEM-CEMENT ...........................................................................................................................SP-24 65. PAY ITEM-NEW T'CONCRETE VALLEY GUTTER...................................................................OMITTED fi 66. PAY ITEM-STORM DRAIN INLETS...................................................................................................SP-25 67. PAY ITEM-TRENCH EXCAVATION AND BACKFILL FORSTORM 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_............. .........................................,........................................SP-27 72. PRE BID ITEM-ADJUST WATER VALVE BOX....................................... .........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 10/27/04 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 84. NON-PAY ITEM-WASHED ROCK.....................................................................................................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 88. 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 1 ACRE)...SP-31 91. NON PAY ITEM-TRAFFIC CONTROL..............................................................................................SP-32 r 10/27/04 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: Paving and Storm Drain Improvements for Peak Street PAVING RECONSTRUCTION: PEAK ST.(NEAL TO IRION) D.O.E.NO.3912, C115-030115095502 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Reconstruction of 6" HMAC or 6"Reinf. Conc. Pavement/8"Cement Stabilized Subcirade 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. 2. AWARD OF CONTRACT:Submission of Bids: Unit 1 and Unit II constitute a package. If the Contractor submits a bid on both Unit 1 and Unit 11 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. 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 wit __,. ' ' z 10/27/04 SP-4 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. t 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 speck 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: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth,Texas, in accordance with statutory requirements,as being the prevailing classifications and rates that 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 shall less than the following rates be paid. (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 veri fy 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 all 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 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 10/27/04 SP-5 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 Contractors 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. -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. 10/27/04 SP-6 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 may be 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 WBE. 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 Contractors 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 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 10/27/04 SP-7 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/1NBE 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 Contractors/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 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. 10/27/04 SP-8 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; (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 10/27/04 SP-9 k (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 Workers Compensation Act or other Texas Workers 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." Call the•rexas 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 " 10/27/04 SP-10 �k 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 r, 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, 2nd 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 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 10/27/04 SP-11 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"1980 Texas Manual on Uniform Traffic Control Devices,Vol. No. 1." 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. 10056). 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 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 10/27/04 SP-12 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 foNowed 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." (b) 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. (c) 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. (d) 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. (e) 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 Department General Specifications which general specifications shall govern performance of all such work. a. 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 10/27/04 SP-13 . 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 L 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. r (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 STAKES: 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 Contactor's 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: 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 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 10/27/04 SP-14 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 Managers 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: See Standard Specifications Item No. 106, "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. 10/27/04 SP-15 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 spalling of the pavement. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by 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) 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 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 shall furnish the Engineer certification by an independent testing laboratory that the silicone joint !M` sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year "' 10/27/04 SP-16 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-Levelinq Silicone Joint Sealant Test Method Test Requirement A 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 min. 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 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 1/4 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 10/27/04 SP-17 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 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 slung 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, 10/27/04 SP-18 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 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 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 10/27/04 SP-19 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 of 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: No speck 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. 10/27/04 SP-20 - 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 Testinq 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 Y2 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 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. 10/27/04 SP-21 6) 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. 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. 10/27/04 SP-22 MOP 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-SSA. 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 Steps'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, do 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. 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: 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: 10/27/04 SP-23 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. 62. PAY ITEM—BORROW: 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 as shown on the proposal and will be full compensation for the removal and disposition of the curb, curb and gutter, laydown curb removed, and for all labor, tools,and incidentals necessary to complete the job. 63. PAY ITEM—CEMENT STABILZATION: All applicable provisions of Item 214, 'Portland Cement Treatment shall apply. 64. PAY ITEM—CEMENT: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. 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. 10/27/04 SAP-24 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 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 rt 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 t. 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. 10/27/04 SP-25 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 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 '/4" 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. 10/27/04 SP-26 - 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 owners 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 . 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. MR 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: 10/27/04 SP-27 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. 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- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by 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 3 recommended. 78. NON-PAY ITEM - CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with I 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 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, cleanup 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 item(s)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: 10/27/04 SP-28 ' 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: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. 82. NON-PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in 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 door of each residence or business that will be impacted by construction.The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction -" activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number.A sample of the'pre-construction notification'flyer is attached. The Contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The Contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 83. NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre- construction conference but in no case will construction be allowed to begin until this meeting is held. 84. NON-PAY ITEM- WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve Size % Retained 1" 0-10 1/2" 40-75 =- 3/8" 55-90 #4 90-100 #8 95-100 10/27104 SP-29 Los Angeles Abrasion Test: 50% Maximum wear per A.S.T.M. Designation C-131. 85. NON-PAY ITEM—SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item. 86. NON PAY ITEM— LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer(if he is available)in the observation and marking activity. In any event a street shall be completely marked a minimum to two(2)working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractors responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the 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 utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person Southwestern Bell Telephone (817)338-6275 "Hot Line" Texas Utilities (817)336-9411 ext. 2121 Mr. Roy Kruger Lone Star (817)336-8381 ext. 372 Mr.Jim Bennett Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities,one traffic lane at a time within five(5)working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 87. NON PAY ITEM—TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 88. NON PAY ITEM—SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. 89. NON PAY ITEM-FEE FOR STREET USE PERMITS AND RE-INSPECTIONS: A fee for street use permits is in effect. In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc.,will be required. The fees are as follows: The street permit fee is$50.00 per permit with payment due at the time of permit application. A re-inspection fee of $25.00 will be assessed when work for which an inspection called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 10/27/04 SP-30 90. NON PAY ITEM -TEMPORARY EROSION,SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measure unless otherwise 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 contamination .E 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. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. 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. 3. 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 be taken during the construction and removal of such barriers to minimize the muddying of a stream. 4. 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. 5. 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. E. 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 10/27/04 SP-31 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 given for this work. 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 Contractors 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 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 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. Work shall not be performed 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." 10/27/04 SP-32 - (To be printed on Contractor's Letterhead) Date: DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIMITS OF CONST.: Estimated Duration of Construction on your Street: days if THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE r CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FL YER HANDY WHEN YOU CALL. 10/27/04 SP-33 I1•' SECTION 02830- SEEDING PART 1 - GENERAL F" 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control"and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within one hundred (100) miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the City, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2 - Products). Do not seed when soil is excessively wet or dry or when wind exceeds ten (10)miles per hour. B. Schedule after all other construction is complete. SECTION 02930-SEEDING - I - C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The Developer/Contractor who plants the seeds is responsible for daily supervision of his crew, and for the planting the seed and maintaining the seedlings until acceptable viable growth is achieved and the project accepted by the City. PART 2—PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed(PLS =purity x germination) per _ acre. Substitution of individual seed types due to lack of availability shall be determined only by the City at the time of planting. The Developer/Contractor shall notify the City of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the City. Weed seed shall not exceed 10 percent by weight of the total of pure live seed (P LS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean,dry and harvested within one year of planting. 1. Non-native Qrass seed shall consist of: If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Pup:V Germination 25 Bermuda(unhulled) Cynodon dactylon 85% 90% 75 Bennuda(hulled) Cynodon dactylon 95% 90% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Lolium multiflorum 82% 80% 40 Bermuda(unhulled) Cynodon dactylon 84% 85% 2 Native grass seed-The seed shall be planted between February 1 and October 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name SECTION 02930-SEEDING -2- 16 Green Sprangletop Leptochloa dubia 40 Sideoats Grama* Bouteloua curtipendula 64 Little Bluestem* Schizachyrium scoparium 200 Buffalograss Buchloe dactyloides 40 Indian Grass* Sorghastrum avenaceum 16 Big Top Lovegrass* Eragrostis hirsuta 16 Weeping Lovegrass Eragrostis curvula 80 Canada Wild Rye* Elvmus canadensis var. canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A). _ The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name 10 Foxglove* Penstemon cobaea 20 Lanceleaf Coreopsis Coreopsis lanceolata 50 Bluebonnet Lupines texensis 10 Pink Evening Primrose Oenothera speciosa 10 Purple Coneflower* Echinacea purpurea 20 Indian Blanket Gaillardia pulchella 10 Mexican Hat Ratibida cohimnaris 3 Maximillian Sunflower* Helianthus maximiliana 10 Winecup Callirhoe involucrata 10 Lemon Mint* Monarda citriodora *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than ten (10) percent moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. SECTION 02930-SEEDING -3- C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly.over the planted area. 3. Analysis of 16-20-0, 16-8-8,or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas—one hundred (100)pounds of Nitrogen per acre. C. Where applying fertilizer on established seeding areas—one hundred fifty (150)pounds of Nitrogen per acre. D. Water: Shall be furnished by the Developer/Contractor by means of tempora metering etering/ irrigation, water truck or by any other method necessary to achieve a viable, acce tp able stand of turf as noted in 3.04.B.2.The water source shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus one half inch (1/2") per week should be applied for approximately two to three weeks or until project is accepted by the City. E. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.0 1, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket(Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington,Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed,mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. - 3. Mixture is applied within thirty(30) minutes after placed in the equipment. SECTION 02930-SEEDING -4- PART 3— EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots,brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one(1) inch deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than one half inch (1/2") inside "drip line" of trees. C. Watering: Soil should be watered to a minimum depth of four inches within forty eight (48) hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding(Drilling): If mechanically seeding(drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter(1/4") inch to three eighths(3/8") inch utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless.otherwise shown on plans: 1. Sandy soils, flat surfaces -minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces-minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces -minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaccs - minimum 3,000 lbs./acre. SECTION 02930-SEEDING -5- 5. "Flat"and"sloping" surfaces will be shown on the plans if not visually obvious. C. Apply within thirty(30)minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one(2 1) days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04. B.2) and project - has been accepted by the City. am 3.04 MAINTENANCE AND MANAGEMENT MR A. Includes protection,replanting,maintaining grades and immediate repair of erosion damage until the project receives final acceptance. B. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the City. 2. A "stand"shall be defined as: a. Bermuda/Rye grasses: Full coverage per square foot established within two to three (2-3) weeks of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. A END OF SECTION SECTION 02930-SEEDING -6- GENERAL CONSTRUCTION NOTES 1. Applicable design and details shall conform to "General Contract Documents and Specifications for 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. 3. The proposed water and/or sewer 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 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 Texas One Call Fiber Optics Location (MCI, AT&T, Sprint, etc.) 800-245-4545 Charter Communications 817-246-5538 For Other Facilities 800-DIG-TESS 4. Contractor shall verify the elevation, configuration, and angulation of existing line prior to construction of tie- in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard M.J. Fittings with the required joint deflections. (Deflections not to exceed manufacturer's recommended deflection per joint.) 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) 6. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements. (reference C6-6.6 GCD) 7. Trenches which lay outside existing or future pavements shall be backfilled 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 minimum of 90% 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. 8. The top of the water lines shall 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 1" 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. 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. 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. 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. a 3. Contractor shall verify the elevation, configuration and location of existing lines 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 materials 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 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 topsoil whenever possible. 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 8. The contractor shall make necessary provision for the support and protection of all utility poles, gas 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 existing facilities as a result of the contractor's operations. 9. Contractor shall submit written request to the engineer for approval of all areas to be used for staging, mobilization, equipment and material storage and general project construction management. Request shall be submitted to the engineer within five(5)days of notice to proceed. 10. Contractor shall be responsible for maintaining general safety at and adjacent of the project area, including the personal safety of the construction crew and general public and the safety of public and private property. 11. All barricades,warning signs, light 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 Transportation. 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. •� 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. ,e. SUBGRADE &PAVEMENT NOTES 1. The contractor shall pulverize the existing pavement/base to a depth of eight (8) inc s below the \surface of the existing pavement After pulverization the contractor shall temporarily remove & stockpile the pulveri ed material in order to grade to the proposed street profile per plans. 3. R14 oval of any sub-base material shall start a minimum of eight (8) inc s below the surface of the ex ' g pavement. 4. After gra 'ng is completed the contractor shall mix the pulverized terial with five (5) percent portland cement an spread the material as a subgrade all in accord ce with item 214 portland cement treatment (ma rial manipulation) of the City of Fort Worth sta dard specification for street and storm drain constructio nd as follows: 'Cement s II be applied only to such an area tat all the operations can be completed in daylight within ix(6) hours of such application. 'Gradations hav to be taken after mixing cem t 'No equipment ex ct that in the spreading d mixing will be allowed to pass over the freshly spread cement until i is mixed with the soil 'Any mixture of soil a cement that h not been compacted and finished shall not remain undisturbed for more tha thirty(30)mi utes. 'Surface compaction and ishing s II proceed in such a manner as to produce, in not more than two (2) hours, a smo h, clo ely knit surface free of cracks, ridges or loose material, conforming to the crown, grad a line shown on the plans. 'After the roadway has been ished, as specified herein, it shall be immediately protected against rapid drying bu apply o enths (0.2) gallons per square yards of rc-2 or some other e.p.a. approved water bas emul i n. Should it be necessary for construction equipment or other traffic to use that s tion of ro way before the emulsion has dried sufficiently, it is the responsibility of the co actor to dust o sand the surface before such use to prevent pickup of material. "The contractor sh also maintain this prot ctive cover during the seven (7)day curing period so that all the soi cement base opened to to I traffic as soon as the water based course will be covered effe ively. "The soil ce nt course may be opened to local affic as soon as the water based emulsion has been a lied and dusted or sanded as necessa to prevent pickup of material by traffic. It may be o ened to all traffic after seven (7)days. 5. After the mini um seven (7) day of curing the contractor shall o rlay with three (3) inches of HMAC type "D" su ace course on top of the new base according to the st dard specifications item number 312 "Hot- ix Asphaltic Concrete" and 313 "Central Plant Recycling A haltic Concrete" of the City of Fort W h standard specifications of street and storm drain construction. Stan rd specification 312.5 (1) shall be revised as follows: the prime c t or the asphaltic mixture sh not be placed unless the air temperature is fifty (50) degrees fa renheit and rising. The to perature being taken in the shade and way from artificial heat. Asphaltic terial shall also not be laced when the wind conditions are unsuitable in the opinion of the engineer. The contractor shall finish a batch design of the proposed Hot Mix Asphaltic Concrete for city approv 48 hours prior to placing the HMAC. The city will provide laboratory control as necessary. 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 shall 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. 19. 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 approximate. 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 to construct the system otherwise, he shall present proposed construction staging at the pre-construction meeting —u 21. The contractor's personnel shall wear identifying clothing or hats at all times. 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 and contract documents. j SECTION D 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 14 RP, CERTIFICATE OF LIABILITY INSURANCE 7DATE M/DD/YYYY) R000CER 9/2005 (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1121 E. Loop 820 South HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P 0 Box 8720 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# SURED McClendon Construction Company, Inc. INSURERA: Twin City Fire Ins Co P.O. Box 999 INSURERB: Interstate Fire & Casualty(Casua ty Market) Burleson, TX 76097 INSURERC: Hartford Underwriters INSURER D: 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. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 46 C QT0838 01/31/2005 01/31/2006 EACH OCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,OO CLAIMS MADE FRI OCCUR MED EXP(Any one Person) $ 10,00 A X CONTRACTUAL, XCU PERSONAL&ADV INJURY $ 11 000,OO GENERAL AGGREGATE $ 2,000,00( GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY X PRO LOC JECT AUTOMOBILE LIABILITY 46 UEN QT0839 01/31/2005 01/31/2006 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,00 X ALL OWNED AUTOS BODILY INJURY $ A X SCHEDULED AUTOS (Per Person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ I EXCESS/UMBRELLA LIABILITY UM0160643 5 01/31/2005 01/31/2006 EACH OCCURRENCE $ 2,000,000 L X OCCUR CLAIMS MADE AGGREGATE $ 2,000,000 B $ DEDUCTIBLE $ RETENTION $ $ FWORKERS COMPENSATION AND 46 WE QT083 7 01/31/2005 01/31/2006 X WC STATU- OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1�000,OO C ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,00( If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00( OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS VING, DRAINAGE & WATER IMPROVEMENTS FOR PEAK ST PW53-060530176430, C115-030115095502, FILE K-1719, )E 3912. CERT HOLDER NAMED ADLN INSURED EXCEPT ON WORKERS COMP WITH GENL LIAB BEING PRIMARY & NON- ONTRIBUTORY WITH WAIVER OF SUBROGATION ON WORKERS COMP AS REQUIRED BY WRITTEN CONTRACT. 30 DAY CANC TICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL 91MX00M MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, �- CITY OF FORT WORTH XIXXdfd4 MXd(XOMKXXMKLfMX4XXX&XM-XXX 1000 THROCKMORTON ST d KK*X*XXAEXd*)OM*V(TtlfXXdfJ xmKxmX*4XDm&XXXXXXXXXX FT WORTH, TX 76102 rU7RIZED REPRESEVTATIVE 1PkCORD 25(2001108) ACORO COO TION 1P88 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.3912 and City of Fort Worth Project No. PW53- 060530176430/C115-030115095502. �. CONTRACTOR McClendon Construction Company, Inc. sy:F�&)J�4 �- �J-�2a9, Name: DAN Mr-N e.w.,.,�� nmcgIgE Title: YVAN M,-:rl Chinn aRESIDEIIY Date: STATE OF TEXAS § COUNTY OF TARRANT § of 1'e e, the undersigned authority, on this day personally appeared Ae known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of McClendon Construction Company, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office thisIr day o0e44& 2Q0s' Notary c in and for the State of Texas MARY J.PORTER 2'° My COMMISSION EXPIRES _, s,= sepw1w 17,2008 r Bond No. 8196-75-44 PERFORMANCE BOND IF THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) McClendon Construction Comvanv, inc. as Principal herein, and (2) Vieilant Insurance Comimny, a corporation organized under the laws of the State of(3) New York , 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: SIX HUNDRED EIGHTY-ONE THOUSAND NINE HUNDRED T WENTY-SIX AND 60/100... .. ... ..... ..... ..... . . ($681,926.60)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. FEB 1 7 2005 WHEREAS,Principal has entered into a certain contract with the Obligee dated the_of .2005 a copy of which is attached hereto and made a part hereof,for the construction of: PAVEMENT RECONSTRUCTION Al;U WATER MA—IN REPLACEMENT ON PEAK STREET (City Proiect 00055). 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. 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. SIGNED and SEALED this `of 2005. ATTEST: FEB 17 2005 McClendon-Construction Company,Inc. (Principal)Secretary P IPAL ) BY: Title: Dan McClendon, President (SEAL) PO BOX 996 Burleson,TX 76097 0 (Address) Vigilant Insurance Com an- Witness as to 4,pal Sur ty P.O. Box 999, Burleson, Texas 76097 ,.� Address BY: ' ATTEST: (Alto -in-fact)(5) Kyle W. Sweeney (Surety)Secretary 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 (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 rety Jennifer R. Borock P.O�BQx 872 Fort Worth Texas 76124 (Address) This Notice pertains to the following Surety Bond issued by a member insurer of the Chubb Group of Insurance Companies,including Federal Insurance Company,Vigilant Insurance Company and Pack Indemnity Company. Bond Number. 8196-75-44 �I POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act'l effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act rcertified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States,to be an act of terrorism; to be a violent act or ran act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for acts of terrorism is already included in the captioned Surety Bond. You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America p pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice,please contact your agent or broker. cHUilsils PW IMPORTANT NOTICE To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMIUM OR CLAIM DISPUTES The address of the surety company making this bond to which any notice of claim should be sent may be obtained by calling the Texas Department of Insurance at the above number. Should you have a dispute concerning your premium or about a claim, Y ou should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. This notice is given to comply with Section 2253.048, Texas Government Code and Section 53.202, Texas Property Code effective September 1, 2001. Bond No. 81^5-75-44 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)McClendon Construction Company,Inc.,as Principal herein,and(2) Vigihnt Insurance Company .a corporation organized and existing under the laws of the State of(3) New York as pr 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 SIX HUNDRED EIGHTY-ONE THC►USAND NINE HUNDRED TWENTY-SIX AND 60/100............................ Dollars ($681,926.60) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors,administrators,successors and assigns, oin ly and severally,firmly by these presents: FEB B 1 7 2005 WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the_day of 2005,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 MAIN REPLACEMENT ON PEAK STREET (City Project 000551 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 Goverment Code,as b- 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. SIGNED and SEALED this_day of, 2005. FEB 17 2005 PM ll■ M ,F0 McClendon Construction Corn Inc. PR CIP L ATTEST: By Name: Dan McClendon z (Principal) Secretary Title: President (S E A L) Address: PO BOX 996 Burleson, TX 76097 fitness as to Princ al �. Vi ilant Insurance Company SURE ATTEST: By: PW t—,%.Fp; Name: Kyle W. Sweeney Secmtary Attorney in Fact E A Address: 2001 Bryan Street, Suite 3400 Dallas, fexaq 75201 Wit�ss as to urety Jennifer R. Borock Telephone Number: 214-754-0777 NOTE: (1) Correct name of Principal (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 the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. THE STATE OF TEXAS MAINTENANCE BOND§ COUNTY OF TARRANT § That McClendon Construction Company, Inc. ("Contractor"), as principal, and Vigilant Insurance Com ap ny . a corporation organized under the laws of the State of New York , ('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 SIX HUNDRED EIGHTY-ONE THOUSAND NINE HUNDRED TWENTY-SIX AND601 100.......................................................................................................... Dollars ($681,926.60), 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 , 2005, 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 MAIN REPLACEMENT ON PEAK STREET (City Project 00055) the same being referred to herein and in said contract as the Work and being designated as project number(s) PW53-060530176430/C115-030115095502 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 condition for said term of Two (2)years; and 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 Department of Engineering, it be necessary; and, l� WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to 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 3 counterparts, each of which shall be deemed an original, this_day of A.D. 2005. FEB 17 ATTEST: McClendon Construction Company, Inc. (S E A L) Contr ctor By. Secretary Name: Dan McClendon Title: President ATTEST: Vigilant Insprance Company (S E A L) Surety By: Secretary Name: Kyle W. Sweeney Title: Attorney-in-Fact 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Address Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation, and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Michael A. Sweeney of Fort Worth, Texas------------------------- each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on " their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 30th day of April, 2003 Z.-n Kenneth C.Wendel,Assistant Secretary Fra k E.Robe son, ice President STATE OF NEW JERSEY ss. County of Somerset On this 30th day of April, 2003 before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly swom,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E.Robertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E.Robertson,and was thereto subscribed by authority of said By-Laws and in deponents presence. Notarial Seal �PKRUMO,o DANA KRUMPFER NOTAFt -P Notary Public,State of New Jersey No.2297116 7 �'UBl 1�+ Commission Expires February 25,20CIR Notary Public JEP�'� CERTIFICATION Extract from t(>--By-l.aws d FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powe¢o{.attcmey-far and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chaimtarror the Prei'rtfent or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,President,any Vsee President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may +•• be affixed by fa WmiTe to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of Gxecuting and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it Is attached." I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (if) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U. S.Treasury Department;further,Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect Given under my hand and seals of said Companies at Warren,NJ this day of FFB 17 2005 SN]IRANC�� try CO INDIAN► sraN�� " E►yY�Q Kenneth C.Wendel,Assistint Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety @chubb.com Foam 1510.0225(Ed.499)CONSENT CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT R 200; This agreement made and entered into this the day of A.D., 2005, 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 I Vh 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, McClendon Construction Company,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: PAVEMENT RECONSTRUCTION AN"" WATER MAIN REPLACEMENT ON PEAK STREET (City Proiect00055) 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 within ten(10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. r am IM 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 the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth W" within a period of 220 working days. 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$315 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. 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. 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 injury, 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 injury or damage is caused in whole or in Part by the negligence or alleged negligence of Owner, its officers, servants or employees.. In the event Owner 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 Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter 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 under a City Contract. 7. 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 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 SIX HUNDRED EIGHTY-ONE THOUSAND NINE HUNDRED TWENTY-SIX AND 60/100.............................................................................................Dollars,($681,926.60). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the 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 City of Fort Worth has caused this instrument to be signed in 3 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 3 counterparts with its corporate seal attached. P Done in Fort Worth,Texas,this the_day of , A.D., 2005. FEB 1 7 2005 RECOMMENDED: CITY OF FORT WORTH BY: DIRECTOR, DEPARTMENT OF 1TY MANAGER ENGINEERING APPROVED: 111E Marc A. O , Assis t ty Manager TRANSPORTATION/PUBLIC WORKS DIRECTOR ATTEST: McClendon Construction Company,Inc, PO BOX 996 Burleson,TX 76097 ** CONTRACTOR fN-"\ CITY SECRETARY PE (SEAL) Contract Authorizatiox BY: ps , �I DAN MCCL",� :„_,,,I, 2:jj—m PRESIQEpf Date r TITLE Pl1 `L,ox qCP APPROVED AS TO FORM AND �UN�b0n I 9 1 (D LEGALITY: ADDRESS 44 ASST. ATT EY � November 1960 Revised May 1986 Revised September 1992 APPENDICES A-STANDARD FIGURES AND DETAILS B- RAILROAD CONSENT LETTER C -GEOTECHNICAL REPORT D-PERMANENT EASEMENTS AND TEMPORARY RIGHT OF ENTRY AGREEMENTS APPENDIX A STANDARD FIGURES AND DETAILS PMS 167 • 208 : Owj .0 Due,, Water n.ds..-, Ac cm .% AV Radius 1'ItD.ICC'l' N�iillla PROJCC'I' NO. [!l!-UDUUU•Up / UU-l![)U[!U-UU Questions on this ln'pject, call S71-E3�i[)[i (�'�'eck[lays 7:�iU a.�n. -�1:.1U p.m.] Auer-ltaw•s t1'aler a[1[1 SC�4'c;� �ltterye�lCi�s, call 871-[iUU[) : : . . Figure 30 F2.1 r.nnOmr-flon � � STREET I DIRT 4.0' o I 8- 4 REBARS TYP. USE 3000 CLASS B _' ;��:• 3.p" TYP. CONCRETE CONC. COLLAR %4" CHAMFER TYP. HEIGHT VARIES PVMT. PVMT. . ° A I • 'i GROUND i 2 : 27 e -- -- i °• GRADETRWGS °•� � CASE 1 CASE 2 'v I 6" MIN. RAM I NECK 3 MIN. •` CASE i I •' • HEIGHT VARIES p COLLAR SHALL EXTEND TO TOP OF 2 : 27 CONCRETE. SECTION A ( NO REBAR REQ.) CASE 2 COLLAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING. ( REBAR REQ.) FIGURE 121 CONCRETE MANHOLE COLLAR DETAIL NTS E1- 20, 21 Material A.N.A. CONSULTANTS E2- 20, 21 Consruction "t-acIo-,dpn iomiri002 oiov55 PM r e^ Existing surface Qackfill as specified • ,• •• f�•,a•• ID 6" min. dimension. 6" max. for pay purposes when bid per cubic yard. O2 6" min. dimension. Max. for pay purposes snail be 6" on mains 24" and smaller, 9" on mains 30" and larger, when bid per cubic yard. (D 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. 04 Class "E" 1500## concrete. CONCRETE ENCASEMENT DETAIL E )-7 Material 1-1-78 FIGURE 113 E 2-7 Construction li li ,1 I1, tt 1' I .it .'dlL-rrsrrra�l LX/$f /i•�Q�4'r' VOIJ�� See .0Q fall /'Or 11 , Service I •` I�f aLLLL`L d[a11 v SL �.VatY1rI NJJ 1 1 -.v c:vrr iJ%r rrr; •� ` I 1� 1� I A) Z'%. xartzv-"Zl V ' .11 ob � Y _Y 11 {11 -sr z:rtrrsitlll; ` w t, b 11 � It • 11� Slrt �c1ai/ !or i ®u/kl for Ttmo. * /n/ersrc�ro}i Cros,�. 't/' Suoo�y. E"Xis/ Cb I '✓ ,' r�g/'✓�C Q JJ� 11 M� `►/Y. /�/jO Q l� 17.4 II CITY WATER DEPARTMENT FORT WORTH, TEXAS RV—PASS ICA )o'0417T �v 9'et•w� � i B• y Conr�d�ror' Sfi�// b¢ rcQuirsd `fir "rub i..7 ro Cpvtr &7 crtr Vd u/' _�v1o1"f doro/tclirt gacprol 7777 7 C�/��io¢ • =%_;:.� ;.: , r4dcPotaS /-cQuii'¢d. .;t��.i•.�.fin► .• .. !t\ i� n ,SlAo.K1 c r¢movod 6y Xhe Con&vctor: CQ b.y BSS • = lb pried fP s•srvicc shy// h¢ rr dds by Conlnicror. E.riar. Cb�,otr ,-Vie Lins CITY WATEF DEPARTMENT FORT WORTH. TEXAS rz-AIR SERVICE CONIVE-CrION Rev, 9-/2-90 �� , .36"MAX. f4.T/-n4 d// Cover. =� 2"Gcp/v. � v S>o�dord, Finishad P �6. JG "k/io/t. a • CITY WATER DEPARTMENT FORT WORTH, TEXAS 11vrcRSEcr1o1v CROSSING 40E rA //. i f iCA- MIN. z O MATERIAL LIST 3/4" or I" as applicable Standard Corporation Stop Standard Curb Stop ✓; 90° Elbow. O - Meter Box and Meter to be Installed by Other D - Service Line E - Blue Vinyl Tape, 3" wide, 6' above ground F - Area to be backfilled with sand 3/4" & III WATER SERVICE DETAIL F I G U-R E---°2 EI-17 Material 1-1-]8 E2-17 Construe+-ion Have Gate Val v* Esc+sting or PropowW Curb •e ,'. Bottom Rest Concrete Blocking a;.. r - �. + + ,►'! Concrete Blocking J Fire Hydrant Main t a Exercise care to avoid j '. Plugging Drain Holc Witt) a Concrete Existing or Proposed Curb Firc Hydrant to Pavement or Other Surface be Set Plumb Trench 2'-6" Base Parke.ay al •'` Extension Barrel and Stem for Extra Bury Depth ;f Necessary Gate Valve Minimum 7 C.F. Gravel 6" Fire Hydrant Proportionally mchoring Coup- Lead Around Base Zinc for Connec- i4 010 i on off of Can- Ma.�!in + B' .retc Pipe 1211 Diameter and .Larger ;d.: e, Concrete Blocking Concrete Rest 12" x 12" x o" r Bury Depth; (1) 3-6" for Cast Iron Pipe Varies r2) 5'-0" for A-C Pipe Ref. figure 6 STANDARD FIRE HYDRANT DETAIL =� FIGURE 5 E-� �Mat ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION EXISTING CURB GUTTER NEW HMAC SURFACE EXITING CURB & (2" MIN.) WEDGE MILL 5 FEET WEDGE MILL 5 FEET FOR OVERLAY FOR OVERLAY 2' 2" 0" "�`y'EX(STING HMAC �''� �s u� / ,••r'•y� ` :$ iiii :227 ONGR \\\\ EXISTING .V7 (IF ANY) 12" 12" DITCH WALL - 5.FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN NOTES DOWNTOWN STREETS,AND L MATCH EXISTING HMAC PAVEMENT OPTIONAL IN OTHER AREAS, BACKFILL SHALL MEET SPECIFIED 2.PLACE 8" OF 2:27 CONCRETE AS SHOWN. ITEM 402 OF THE . 3.WEDGE MILL 5 FEET (2" DEEP AT THE LIP OF STANDARD SPECIFICATIONS THE GUTTER TO 0") PRIOR TO RESURFACING FOR STREET AND STORM _. ORAIN.CONSTRUCTION, AS SHOWN.RESURFACE WITH A MINIMUM � CITY OF FORT WORTH 2",OF TYPE D HMAC. 4.IF EXISTING BASE IS CONCRETE,USE PIPE REINFORCED CONCRETE,AND PROPERLY t TIE IN. TYPICAL SECTION - TRENCH REPAIR HMAC PAVEMENT RECOMMENDED BY ti,� { wten�c DATE: l oI FORTWORTH APPROVED BY: DATE: GEORGE.A.BEHMANESH, HUGO MALANGA I ASSISTANT DIRECTOR,TPW DIRECTOR, TPW CITY OF FORT WORTH, TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION FIG 2000-1 -f I-- I--• #-- I-- I---- #— II— 3— r— #_ I— T__-. f---- !-- Imo- 1-- f—" F- ALL CONSTRUCTION MUST BE IN .ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CLASS "A" REINFORCED CONCRETE EXISTING CURB PAVEMENT REPLACEMENT TO THE & GUTTER 5'MIN. NEAREST JOINT OR CURB. EXISTING CONCRETE DOWEL DOWEL PAVEMENT 2 27 C4NCRE'TE. •MIN:•. 12" 12 EXISTING CONCRETE JOINT NOTES 1.FLOWABLE FILL IS REQUIRED TO EXISTING BASE BACKFILL ALL TRENCHES IN 2.REINFORCED CONCRETE PAVEMENT (IF ANY) DOWNTOWN STREETS,AND SHALL BE REPLACED TO ORIGINAL \ OPTIONAL IN OTHER AREAS DEPTH OR TO A MINIMUM DEPTH OF 5" BACKFILL SHALL MEET SPECIFIED WHICHEVER IS GREATER. ITEM 402 OF THE STANDARD SPECIFICATIONS 3.PLACE 6" OF 2:27 CONCRETE FOR STREET AND STORM AS SHOWN,1" OF REINFORCED DRAIN CONSTRUCTION, CONCRETE MAY BE SUBSTITUTED CITY OF FORT WORTH FOR EVERY 2" OF 2:27 CONCRETE 4.REINFORCEMENT OF CONCRETE MUST DITCH'WALL PI MEET CITY STANDARD OR MATCH EXISTING, WHICHEVER IS GREATER. TYPICAL SECTION- TRENCH REPAIR REINFORCED CONCRETE PAVEMENT p RECOMMENDED BY i .l A• OAT - �S'a FORT WORTH APPROVED BY DATE: GEORGE A.BEHMANESH, HUGO MALANGA ASSISTANT DIRECTOR TPW IDIRECTOR. TPW CITY OF FORT WORTH,TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION FIG 2000-2 ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE -CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION EXISTING CURB' & CUTTER EXISTING CURB DOWEL & GUTTER EXISTING BRICK DOWEL MORTAR BED PAVEMENT SEE SPEC. I,, I i XIS Tr'INI� AS 7 �i.?,.r /LO/////Y/////H/////•%///.GU�////////N//,%N.d////H//H.IDH///N//�//H////N//�•%�// ,':.: :arAIN;'"i::�:'.•;':.:.:: ..;,.:::;•:i s \\\\\\\\\\\\\\\\� . 12" 12" EXISTING B SE NOTES 4.FLOWABLE FILL IS REQUIRED TO 1.REINFORCED CONCRETE BASE BACKFILL ALL TRENCHES IN SHALL BE REPLACED TO ORIGINAL DITCH WALL DOWNTOWN STREETS,AND DEPTH OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER.CONCRETE OPTIONAL IN OTHER AREAS SHALL BE CLASS "A" PER CITY OF BACKFILL SHALL MEET SPECIFIED FORT WORTH STANDARD. ITEM 402 OF THE STANDARD.SPECIFICATIONS 2,REINFORCEMENT OF CONCRETE MUST FOR STREET AND STORM MEET CITY STANDARD OR MATCH EXISTING, DRAIN CONSTRUCTION, WHICHEVER IS GREATER. CITY OF FORT WORTH — 3.PLACE 6" OF 2.27 CONCRETE AS SHOWN. 5.EXISTING BRICK SHALL BE REMOVED 1" OF REINFORCED CONCRETE MAY BE PIPE CAREFULLY TO AVOID DAMAGE.DAMAGED SUBSTITUTED FOR EVERY 2" OF BRICK IS TO BE REPLACED WITH UNDAMAGED 2:27 CONCRETE. BRICK TO MATCH ADJACENT BRICK TYPICAL SECTION -TRENCH REPAIR TYPICAL BRICK SURFACE & REINFORCED CONCRETE BASE RECOMMENDED BY DATE:2 { o FORT WORTH APPROVED BY: DATE: GEORGE A.BEHMANESH, HUGO MALANGA ASSISTANT DIRECTOR,TPW DIRECTOR TPW CITY OF FORT WORTH,TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION FIG 2000-3 1.EXISTING CONCRETE SHALL BE SAW CUT FULL DEPTH . 2.DRILL AND GROUT NO.5 x 24" TIE BARS AT 24" C-C.PENATRATE'MIN.6" INTO EXISTING PAVEMENT 3.SPLICE NO.3 BARS TO THE NO.5 TIE BAR WITH A MINIMUM 12" OVERLAP. 4.AT EXPANSION JOINT USE REDWOOD SAW CUT ND.3 BARS (2 24" C-C BOTH WAYS ' EXPANSION JOINT FILLER AND NO,6 x 24" SMOOTH DOWEL AT 24" C-C SAW CUT EXISTING STEEL IN PAVEMENT SHALL BE CUT EXIST,CONC.PAVEMENT EXIST, STEEL CURB \ W/00/0 PENEENE/m/A 5' MIN. \\\ \\\ _ SAWED OR CONSTRUCTED JOINT 5 MIN JOINT DEPTH JOINT 5' PAVEMENT JOINT THICKNESS DEPTH 5' MIN.-1m ... T- 5" T- 8" CURB r�� T- 7" Z T- 8" 2" TYPICAL PARTIAL PANEL REPLACEMENT REINFORCED CONCRETE PAVEMENT RECOMMENDED By% �lr� � DATE:Z—hil0l FORT WORTH APPROVED BY: ' Y DATE: GEORGE A.BEHMANESH, HUGO MALANGA ASSISTANT DIRECTOR, TPW DIRECTOR TPW CITY OF FORT WORTH, TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION FIG.2000-4A NOTES ASPHALT PAVEMENT- 1.THE FOUR SIDES OF THE CUT SHALL SPOT REPAIR W MIN. BE NEATLY SAWED WITHOUT ROUGH CURB & GUTTER EDGES 2.ANY REMAINING PAVEMENT BETWEEN I I SPOT REPAIRS MUST BE A MINIMUM / y OF WIN ALL DIRECTIONS. I I 5'MIN. UN LE W MIN. 25' y ASPHALT 28' . 5'MIN. UNA C AI$LE U I CURB & GUTTER TYPICAL 28' WIDE PAVEMENT 3ECOMMENDED BY-^''i-A ]2 u" DATE:Z I I4 �F'OiZT OP�T_H APPROVED BY: DATE: GEORGE A,BEHMANESH, HUGO MALANCA ASSISTANT DIRECTOR,TPW DIRECTOR, TPW CITY OF FORT WORTH, TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION ' FIG 2000-48 s-- -I— $-- D--- k-- 3-- ,I— Jr— _t— NOTES 1.THE FOUR SIDES OF THE CUT SHALL BE NEATLY SAWED WITHOUT ROUGH EDGES 2.ANY REMAINING PAVEMENT BETWEEN SPOT REPAIRS MUST BE A MINIMUM OF WIN ANY DIRECTION. Long Services Long Services Short Services— Replace Short Services ' Replace to edge of ponelwhere the distance Replace entire between cut panel from and edge of For area < 51; centerline to For area < 5': panel is < 5'. go to curb & curb. go to curb & square off. square off. L L N m N 3- 3- Asphalt Concrete Asphalt Concrete -. . Emergency repair. PAVEMENT > 10 YEARS PAVEMENT < 10 YEARS RECOMMENDED BY ATE:L. 4�?l FONT YYORT- 11 APPROVED BY: ATE Z I4' OI --~� DALE FISSELER, FRANK CRUMB, ASSISTANT DIRECTOR,WATER DEPT. DIRECTOR WATER DEPT. WATER DEPARTMENT Rev. CITY OF FORT WORTH,TEXAS FIG 2000-4W NOTES: 1.PROVIDE ADEQUATE OVERLAP OF PLATE ON ASPHALT TO ASSURE NO SLIPPAGE OF PLATE AND NO COLLAPSING OF TRENCH EXISTING M.H.OR 2.IF TRENCH LENGTH IS LESS THAN,5-FEET VALVE AT,GRADE AND STEEL PLATES WILL BE IN PLACE LESS THAN 48 HOURS STEEL PLATES MAY BE STEEL PLACED DIRECTLY ON EXISTING ASPHALT WITHOUT STEEL PLATE MILLING.PROVIDE TEMPORARY ASPHALT PLATE TRANSITIONS EXTENDING 3-FEET BEYOND EDGE ' OF STEEL PLATES. MILL 1"FOR STEEL PLATE. COLD MIX PACK JOINT WITH COLD COLD MIX / MIX I �c I ` • TYPE "A" MUST HAVE PRIOR TRQJCH APPROVAL OF CITY TRENCH I I TYPE .,A„ PLATING STANDARD DETAIL FOR TRENCHING HYPE "e" PLATING RECOMMENDED 8 1 �.dea9pt�DATE+ J I slat FORTWORTH APPROVED BY: J DATE: ;FORGE A BEHMANESH, HUCO MALANCA ASSISTANT DIRECTOR,TPW DIRECTOR,TPW CITY OF FORT WORTH,TEXAS Rev. TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION FIG 2000-5 f 4'-O" Std.51I Sidewalk LeadWaM r-6"Wide J/v,p Bars A;5"o-c' Both W4 rs Farce of Risers � leE '%—Entrance O o "At r. eI I i • �` h ad 112"Expansbn ,da%rd �- 6 Wide Curb� ' (/21I Expansion ✓ int 1I PLAN VIEW ' variable 14„ 5"to 7" ,tr� 6" Wide Curb, Both Sid#s read �— 112"Expansion ✓oiM 0 R //�2,M/Radii Entrance Walk Std.5 idewa/k Leadwk. a /I Sona Cushion / Bars®%31I c-c, Both Wogs Y 6 II 2.5" '---- --------- ------ NOTE.' Abmber of Risers Varies to //1" Expansion ✓oint Meet Conditions on Ground. Slope Tread �t per H. SECTION VIEW = Not to Scale CONCRETE STEPS CITY of FORT WORTH,TEXAS-CONSTRUCTION STANDARD DRAWING NO. S - M 3 DATE: DEC. 1969 APPENDIX B RAILROAD CONSENT LETTER AUDIT Consent Letter November 26,2002 Folder No.2131-67 MS.ROXANNE PILLAR FORT WORTH,CITY OF 1000 THROCKMORTON ST. FT.WORTH,TX 76102-6311 RE: Proposed construction of 8.4"Water Pipeline Crossing at Mile Post 9.50,on the Ft. Worth Belt Subdivision,within Peak St.,at or near Fort Worth,Tarrant County,Texas. Dear Roxanne: Please refer to your application notifying the Railroad Cornpany of the above subject construction project within a dedicated public right of way for Fort Worth,City Of(hereinafter the"Utility").. This letter will serve as notification that the engineering information submitted has been reviewed and the Railroad Company approves the proposed crossing and its installation as shown on Exhibit A print. It is understood that the Utility shall reimburse the Railroad Company for all expenses incurred by the Railroad Company for employment of flagmen, inspectors and other employees required to protect the right of way and property of the Railroad Company from damage arising out of and/or from the construction, maintenance, repair, renewal, modification, reconstruction, relocation or removal of the utility line. The Utility shall reimburse the Railroad Company for such expenses within thirty (30)days after presentation of bill for such expenses. The Railroad Company has authorized the installation of fiber optic cable facilities on its property in certain areas. Prior to using the Railroad Company's property covered herein, you should contact the Railroad Company at 1-800-336-9193 to determine if a fiber optic cable is buried on the subject property. When you or your representative enter the Railroad Company's property, a copy of this letter must be available at the site to be shown on request to any Railroad employee or official. C 0 Rk d BY: D.E.A. Real Estate Date; NOV 2 7 2002 Page 1 of 2 U UNION PACIFIC RAILROAD !80C Farnam Strtet.Omaha.NE 68102 !x.(302)997-3601 Li? '.1,v Ui U Ulu U' GS I In order to protect the Railroad Company's property as well as for safety reasons,it is imperative that the Utility notify our Manager Track Maintenance office: 1� Mr.Charles L.Cutrer,MTM Union Pacific Railroad Company P.O.Box 2368 Rm. 305 Ft Worth,TX 76113 X368 Phone: 817!878-0843 Fax: 8171878-4562 a minimum of ten(10)days in advance of any construction on, along,or across the Railroad Company's right of%ray and/or tracks. Sincerely, alL e Mary Gross Contracts Representative -(402)997-3623 Page 2 of 2 APPENDIX C GEOTECHNICAL REPORT CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX I PROJECT: 2004 CIP PEAK STREET DOE NO. : 3912 FUND CODE: 03 HOLE # 1 LAB NO: 9716 LOCATION: 2561 PEAK ST. W/4 1.25" HHAC 7 .75" GRAY SANDY CLAY W/GRAVEL 9.00" BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 27 . 1 PL: 16.5 PI : 10. 6 SHRKG: 4 . 0% MUNSELL COLOR. CHART: 5/3 BROWN SANDY CLAY UNIT WEIGHTI: 135.0 #/CFT I HOLE # 2 LAB NO: 9717 LOCATION: 2504 PEAK ST. CL 1. 00" HMAC 6.00" BROWN SANDY CLAY W/GRAVEL 10. 00" BROWN SANDY CLAY ATTERBURG LIMITS' 26.0 PL: 14 .0 PI : 12.0 SHRKG: 6.0% MUNSELL COLOR CHART: 5/6 STRONG BROWN SANDY CLAY UNIT WEIGHT: 130.0 #/CFT HOLE # 3 LAB NO: 9718 LOCATION: 2410 PEAK ST. E/4 1.00" HMAC 6,00" LIGHT GRAY SANDY CLAY W/GRAVEL 6.00" BROWN SANDY CLAY W/GRAVEL 5.00" BROWN SANDY ATTERBURG LIMITS: LL: 22. 4 PL: 11 .7 PI: 10.7 SHRKG: 4 .0% MUNSELL COLOR CHART: 5/3 BROWN SANDY CLAY UNIT WEIGHT: 130.0 #/CET HOLE # 4 LAB NO: 9719 LOCATION: 2357 PEAK ST. W/4 1.50" HMAC 3.50" GRAY SANDY CLAY W/GR.AVEL 13.00" Dcn4K H°O.nd SANDY CLAY ATTERBURG LIMITS: LL: 19. 0 PL: 11 .3 PT: 7. 7 SHRKG: 3.0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN SAND UNIT WEIGHT: 131.0 #/CFT APPENDIX D PERMANENT EASEMENTS AND TEMPORARY RIGHT OF ENTRY AGREEMENTS r PEAK STREET Parcel # DE 1 Doe#3912 2502 PEAK ST Lot-2, Blk-4, DIAMOND HILL STATE OF TEXAS § § KNOW BY ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT(Earthen Channel) AND TEMPORARY CONSTRUCTION EASEMENT DATE: 08-30-2004 GRANTOR: CHARITY M. CAMACHO GRANTOR'S MAILING ADDRESS 3010 N. TERRY ST. FORT WORTH, TARRANT COUNTY, TEXAS 76106 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: 2502 PEAK ST, LOT 2, BLOCK 4, DIAMOND HILL (See attached Exhibits "A"and "B") Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07/04 G.UOBX0204301sumIA020430DE1.DED.DOC r E repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, pipelines, junction boxes, headwalls, slope pavement, drop structures, access ramps, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility; and a temporary construction easement, as described in Exhibit "B", attached hereto and made a part hereof, to use in connection with the construction of said Facility, said temporary construction easement to expire upon completion of construction and acceptance by Grantee of said Facility. In no event shall Grantor(1) use the Property in any manner which interferes in any material way with the unrestricted flow of water within the channel or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures whether or not they require a building permit. In addition, in no event shall Grantor plant or maintain any landscape material in the Property other than grasses within the drainage channel. Grantee shall be obligated to restore any grasses on the surface of the Property at Grantee's sole cost and expense which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described permanent easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. TO HAVE AND TO HOLD the above described temporary construction easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. Drainage Easement—Earthen Channel 8 Temporary Construction Easement RP/CG 07/04 G:UW\0204301survey\020430DE1.DED.DOC GRANTOR: GRANTEE: City Of Fort Worth Marc Ott, Assistant City Manager PP Drainage Easement—Earthen Channel &Temporary Constriction Easement RP/CG 07/04 G:JOB%020430%surveyW20430DE1.DED.DOC ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name.is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas Drainage Easement—Earthen Channel 3 Temporary Construction Easement RP/CG 07104 G:\JOB10204301surve)AO20430 DE 1.DE D.DOC PEAK STREET Parcel # DE 1 Doe# 3912 2502 PEAK ST Lot-2, Blk-4, DIAMOND HILL EXHIBIT A BEING AN EASEMENT SITUATED IN LOT 2, BLOCK 4, DIAMOND HILL ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 388, PAGE 21 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, TO WIT: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 88 DEGREES 19 MINUTES 20 SECONDS EAST, 24..04 FEET WITH THE NORTH LINE OF SAID LOT 2 AND THE SOUTH LINE OF LOT 3 OF SAID BLOCK 4; THENCE SOUTH 71 DEGREES 36 MINUTES 12 SECONDS EAST, 40.82 FEET TO THE BEGINNING OF A CURVE TO THE LEFT; THENCE 31.04 FEET WITH THE ARC OF SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 41 DEGREES 50 MINUTES 31 SECONDS WITH A RADIUS OF 42.5 FEET AND A CHORD WHICH BEARS NORTH 87 DEGREES 28 MINUTES 32 SECONDS EAST, 30.35 FEET; THENCE NORTH 66 DEGREES 33 MINUTES 17 SECONDS EAST, 22.42 FEET TO A POINT IN THE COMMON LINE OF SAID LOTS 2 AND 3; THENCE SOUTH 88 DEGREES 19 MINUTES 20 SECONDS EAST, 11.29 FEET WITH SAID COMMON LINE; THENCE SOUTH 01 DEGREES 40 MINUTES 40 SECONDS WEST, 11.27 FEET WITH THE EAST LINE OF SAID LOT 2; THENCE SOUTH 66 DEGREES 33 MINUTES 17 SECONDS WEST, 27.86 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE 41.99 FEET WITH THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 41 DEGREES 50 MINUTES 31 SECONDS WITH A RADIUS OF 57.5 FEET AND A CHORD WHICH BEARS SOUTH 87 DEGREES 28 MINUTES 32 SECONDS WEST, 41.06 FEET; THENCE NORTH 71 DEGREES 36 MINUTES 12 SECONDS WEST, 61.42 FEET TO A POINT IN THE EAST RIGHT-OF-WAY LINE OF PEAK STREET; Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07/04 G:UO BW20430\surveyA020430 DE 1.DE D.DOC THENCE NORTH 01 DEGREES 40 MINUTES 40 SECONDS WEST, 8.44 FEET WITH SAID RIGHT-OF-WAY LINE TO THE POINT OF BEGINNING AND CONTAINING 0.043 ACRE (1856 SQUARE FEET)OF LAND.MORE OR LESS. Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07/04 G:UOB\020430\survey\020430DE1.DED.DOC 'rL l ...... I" 2-PF !112-M N / A — — — — — — 1t! M $ BLOCK 4 ac DIAMOND HILL W VOL•3&%P.21 P.RT.CT. P A-41.50'31" R-42.50' •. t /R SPICE L-31.04' BLOCK 3 T-16.25' DIAMOND HILL L.C.-N870 28'32"E VOL 3E8,P.21 9 30.35' RRT.CT. 0 41.50'31'• g -57.50' L-41.99' T-21.98' L.C.-587.28.32"w --------- 41.06' DRAINAGE EASEMENT 0.043 ACRE ( 1856 SF ) R 2502 Ppk StiFo•t worth Co�noono• I N Y -3010 Y Twry St r 588.19'20'E Fort Worm�+ 7. TEMPORARY 24.04' ek s Lots CONSTRUCTION EASEMENT @� is a.2 3 SID'Lt• S 571.36'12"E T05 SF 40.82' S8819'20-E,- L2 P.O.B� 84440.40"E ` 6T - SQ1'44'40'W 11.27 ' 7 , h � 1T.S' TEMPORARY 6136-91�� CONSTRUCT ION EASEMENT C2 2211 Si ^�+ 2502 POot St.Fort Word, 566• Z,1 X66 Cam .Gwity Y -3010 oetwN awry yt Fort lath Te 76106 Oiamon0 tY A03 S - ft 1 LOIN 2 3 St0'Lt 1 T P 'tPJ'�,G 1 Rf0 9 � i' L1 N66033'1 T'E 22.42' WILLIS CAREY DARBY ■ L2 S88 19 20 E 11.29 ••y...«•.2 2...z4 4622 to • �0''y�� sUR4 EXHIBIT 8 PEAK STREET DE I SHOWING A 15 FOOT DOE N DRAINAGE EASEMENT DOE NO. ST. SITUATED IN LOT 2,BLOCK 4 LOT 2, BLOCK 4 OIAMOND HILL DIAMOND HILL ADDITION bR*NN 8r, N1. ot0. DATE, 06-TT-0i •�--� CONSULTANTS, L.L.C. OG' No.: 0430EIMCH engineering, Planning and Surveying AFPgtiyE$ ■T: M WVER RUN/SUTE 610/FORT NWTK 706107,•c8171 3351JOOf FAYi81713.T¢995 ... t.ocN,orzzrzoa tttaomn►t PEAK STREET Parcel # DE 2 Doe# 3912 2502 PEAK ST Lot- 3, Blk-4, DIAMOND HILL STATE OF TEXAS § § KNOW BY ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT DRAINAGE EASEMENT (Earthen Channel) AND TEMPORARY CONSTRUCTION EASEMENT DATE: 08-30-2004 GRANTOR: CHARITY M. CAMACHO GRANTOR'S MAILING ADDRESS 3010 N. TERRY ST. FORT WORTH, TARRANT COUNTY, TEXAS 76106 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: 2502 PEAK ST, LOT 3, BLOCK 4, DIAMOND HILL (See attached Exhibits "A"and"B") Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07/04 G:UOB\020430\survey\020430DE2.DEDLETTER.DOC repair of a Permanent Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, pipelines, junction boxes, headwalls, slope pavement, drop structures, access ramps, gabions, rock rip-rap and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility; and a temporary construction easement, as described in Exhibit "B", attached hereto and made a part hereof, to use in connection with the construction of said Facility, said temporary construction easement to expire upon completion of construction and acceptance by Grantee of said Facility. In no event shall Grantor(1) use the Property in any manner which interferes in any material way with the unrestricted flow of water within the channel or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures whether or not they require a building permit. In addition, in no event shall Grantor plant or maintain any landscape material in the Property other than grasses within the drainage channel. Grantee shall be obligated to restore any grasses on the surface of the Property at Grantee's sole cost and expense which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above-described permanent easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. TO HAVE AND TO HOLD the above described temporary construction easement, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. Drainage Easement—Earthen Channel &Temporary Construction Easement Y RP/CG 07/04 G:UOB 1020430\survey\020430DE2.DED.DOC GRANTOR: GRANTEE: City Of Fort Worth Marc Ott, Assistant City Manager Drainage Easement—Earthen Channel &Temporary Constriction Easement RP/CG 07/04 G:UOB\020430\surveyW 20430DE2.DED.DOC r rACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared ' known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. rt GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of ,20 Notary Public in and for the State of Texas Drainage Easement—Earthen Channel S Temporary Constriction Easement RPICG 07104 G:UOB 10204301surve)AO20430DE2.DED.DOC R PEAK STREET Parcel # DE 1 Doe#3912 2502 PEAK ST Lot-3. Blk-4. DIAMOND HILL EXHIBIT A PART 1 BEING AN EASEMENT SITUATED IN LOT 3, BLOCK 4, DIAMOND HILL ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 388, PAGE 21 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, TO WIT: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 3; THENCE NORTH 01 DEGREES 40 MINUTES 40 SECONDS EAST, 7.22 FEET WITH THE EAST RIGHT-OF-WAY LINE OF PEAK STREET; THENCE SOUTH 71 DEGREES 36 MINUTES 12 SECONDS EAST, 25.11 FEET TO A POINT IN THE COMMON LINE OF SAID LOT 3 AND LOT 2 OF SAID BLOCK 4; THENCE NORTH 88 DEGREES 19 MINUTES 20 SECONDS WEST, 24.04 FEET WITH SAID COMMON LINE TO THE POINT OF BEGINNING AND CONTAINING 87 SQUARE FEET OF LAND MORE OR LESS. PART 1 BEING AN EASEMENT SITUATED IN LOT 3, BLOCK 4, DIAMOND HILL ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS AS RECORDED IN VOLUME 388, PAGE 21 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS, TO WIT: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 3; THENCE NORTH 88 DEGREES 19 MINUTES 20 SECONDS WEST, 113.71 FEET WITH THE COMMON LINE OF SAID LOT 3 AND LOT 2 OF SAID BLOCK 4 TO THE POINT OF BEGINNING; THENCE NORTH 66 DEGREES 33 MINUTES 17 SECONDS EAST, 6.96 FEET TO A POINT IN THE EAST PROPERTY LINE OF SAID LOT 3; THENCE SOUTH 01 DEGREES 40 MINUTES 40 SECONDS WEST, 5.01 FEET WITH SAID EAST LINE TO THE SOUTHEAST CORNER OF SAID LOT 3; Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07104 G.UWW20430\surveyA020430DE2.DEDLETTER.DOC THENCE NORTH 88 DEGREES 19 MINUTES 20 SECONDS WEST, 11.29 FEET WITH SAID COMMON LINE TO THE POINT OF BEGINNING AND CONTAINING 29 SQUARE FEET OF LAND MORE OR LESS. r Drainage Easement—Earthen Channel &Temporary Construction Easement RP/CG 07/04 G:\JOB\020430\survey\020430DE2.DED.DOC ■r 2-RF v2-iRF N a i �i BLOCK "' ro DIAMOND KILL VOL388,P.21 P.RT.CT. 1rr = 50' W � - - - - - - - - - •� n r /R SPIKE BLOCK 3 DIAMOND KILL VOL389 P.21 A P.RT.CT. j DRAINAGE EASEMENT --------- PART 1 - 87 SF PART 2 - 29 SF R 2562 PMk St.Fwt Mbrlh -3010 N Chyitrr Y -3010 N T.rr SI Fort war T'?5 �sal?Di. Lo 36 siau4 N01.40'40"E �y N88.19'20-W 1T.5• TEMPORARY 7.22' 99.67' CONSTRUCTION EASEMENT ^' � L 1 C1 1603 sF 113.71 501.40'40'W P.O.B. \ , 5,01' PART 1 ) -P,0.B. P.O.C. \ PART 2 CONS' TEMPORARY , CONSTRUCTION EASEMENT PART 2 N88.19' � 20"W C1 24.04' •OS•22'46" N88° 19'20"W -57.50' N 11 .29' -5.40' T•2.70' 2502 Peak St.Fort worth L.C.•N69.14'41"E C.moCtw.ChorRZ M 5.40' Son N To" Fort worth T. 76n6 060 nmW Iil Addition lE Bk 4 tots 2 3 S10'Lt 4 Hlf•'�T'1 ST ;;'-. L 1 N66°33' 17"E 6.96' P S WILLIS CAREY DARBY ■ •. °.................. �y'P•D.NE S S�0.�•f 0� �0 S URVf.{ EXHIBIT 8 PEAK STREET DE SHOWING TWO VARIABLE WIDTH DDOE2NO. DRAINAGE EASEMENTS 2502 PEAK STN SITUATED I N aAwe�,LL 4 LOT 3. BLOCK 4 DIAMOND HILL ADDITION DRAWN BY: 111 ■v DATE: 08-27-04 • A CONSULTANTS, L.L.C. DGN. No.: 02043oe2.DCN Engineering, Planning and Surveying APPROVED BY: R1 RWR R +AHE 00 7FORI X11µZX7$01 7 7)]% 900,+$-9 FAE:1817*Z-W - .y7 ... .dpn IW2V200410:30.45 AM . P oI Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2350 Decatur Ave. Fort Worth,TX 76106 Lot 1,Block 2 r . Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Aresenio&Rosa Escobar, Owner(s), herewith rants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 1, Block 2. Diamond Hill Addition, also described as 2350 Decatur Ave.,Fort Worth.TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor. under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent 1 contractor. are released from any adverse consequences related to the entry or use of the property by either, part. The City of Fort Worth further aarees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner. weather permitting. ThiMIXAIJ-.-eement is executed this day of , '_00 , by, Arsenio& Rosa Escobar.O�L�tCr(s) and representative for the City of Fort Worth. (Please Print) 0% NER: // CITE' OF FORT«'ORTH: 6'. ��f(A iN(0ijff ase Print (Please Print) A, Jc U S� (Signature) (Signature) sp DI MOND HILL ADDITION Lx CHAINLINK I x- - - - - - - - - - - - - - - - - - - - - - - - -- - - - L BLOCK 2 2350 Decatur Ave, Fort Worth I '< Txu Gas Company, PO Box 219071 I Dallas Tx 75221 }- Diamond Hill Addition Blk 2 10'X10'Lt 1 I u 2350 Decatur Ave, Fort Worth ' Escobar, Arsenio Etux Rosa I 3161 Hale St. w Fort Worth Tx 76106 ' I i I ASPHALT d GRAVEL Diamond Hill Addition I PARKING Blk 2 Lot 1 Less 10'X10' do 1 I _ r oeoL - - - - - - - - - - - - - - - - - - - - - - - L I •M � I .S PEAK ST. MctZK`.�. — — — — — — — — — — — — — — — — — Gj°hA!_ °=Vr 4F_nT — _ 1.00 V /W ' . COHC. r 1 +V y ' s ' BLOCK I ' I j o 2314 Deca,ur Ave. =x; Wo•:i � y Howoe, Ricnarc V I 1 �Y 1815 NE 25;h �Zi 1 I c F or i Worth T x 78'10 i +. 1 Diamond Hill Adci,lo^ t x_ Blk 1 Lts 7 & 3 TEMPORARY RI GH T OF ENTRY . ' AT 2350 DECATUR AVE. FORT WORTH //-•'+� L 1 D � CONS UL TANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 — PAi� 0 . rStreet and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2355 Peak Street Fort Worth,TX 76106 Lot 5 & 6,Block 2 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Glenn Ray South,Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 5 &:6, Block 2, Diamond Hill Addition,also described as 2355 Peak Street.Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Vii firth or its'ind—eperident contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both. the City and its independent contractor, are released from any adverse consequences related to the entry or use of the property by either part. `I The City of Fort Worth further agrees to restore the property to the same condition,or better, than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner, weather permitting. This aareement is executed this fie, day of ' J.. A. 20e-,F ,by, Glenn Ray South,Owner(s) and , representative for the City of Fort Worth. (Please Print) ONVNER: CITY OF FORT NVORTH: Ie.4 S;, (Please Print) (Please Print) 1 � (Signature) (Signature) i� I I 2355 Peak St, Fort Worth I ., (� I South, Glenn Roy , I I 7316 Cotbrier Ct I _ Fort Worth Tx 76137 5707 Kay Dr Diamond Hill Addition ► 91k 2 Lot 5 I I 5 & 6 Blk 2 I Blk 2 L is 7 & 8 I S 16 I i ° I �� I O �o I 0�0 ok EX. Q& ; v s ?' SI - - ► - - - - - --4 3:. �- - - - - -4�- -8 SS- - - - - — ' -- 4000 - - - -- - - - - t - - - _ 5.00 I• • • MR �> •' x x x x 2' POLLARD FrENCE x` r — - — - — - — - — - — - -T i DIAMOND HILL A!DDI TION .� I 10 ( u I 9 ' I '700 NE 28th St, Worm I Fort Worth, City of 1000 -hrockmorto^ St Fort Worth Tx 76102 I I E Diamond Hill Aaditior, , 91k 21 !is 1 T hrl. 12 BLOCK 21 Me TEMPORARY RIGHT OF ENTRY AT 2355 PEAK STREET A FORT WORTH e D .tee CONSUL TANTS. L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Rua FOR PEAK STREET Suite 610 Office:(817)3351 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak St. n� Peak St.(Neal to Irion) D.O.E.No.3912 2405 Peak Street Fort Worth,TX 76106 Lot 12,Block 2 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Robert Little,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 12,Block 2, Diamond Hill Addition,also described as 2405 Peak Street.Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any eniry and-use of the property by the City of Fort Worth or its independent contractor. under the Temporary Right-of-Entry Agreement shall be permissive and shalt not constitute a trespass to the property by the City or its independent contractor.,Both. the City and its independent contractor. are released from anv adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required.the wort: shall be performed in a timely manner. weather permitting. This a_reement is executed this day of 20 , by, Robert Little, Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) �Jiev--- _6 (Simature) (Signature) DIAMOND HILL ADDITION 2401 Peak St. Fort Worth I 2403 Peak St, Fort Worth, 2405 Peak St, Fort Worth, South, Glenn Ray Burnett, James H Little, Robert G Etal 7316 Cotbrier Ct I 2067 W Lotus Ave I 2902 Schadt St Fort Worth Tx 76137 Fort Worth Tx 76111 Fort Worth Tx 76106 Diamond Hill Addition ' Diamond Hill Addition ' Diamond Hill Addition t Blk 2 Lot 10 I Blk 2 Lot 11 ( Blk 2 Lot 12 I 10 ' 11 12 �3 toac: ' 5: Lj J p t — - - — - -- - — - — - --i - — - — - — - — - - — - — - — - — - — - - -'— - 7.00 / t r L. J x k Y RIVE I i f � 2 / GtVEL OR NE 3 I ii i ?ecx S_t. =o_ wo-IM I 2�0� =ecx S: =c. Worn , �s r°. -ierbe-' vVecst �o; Wes:er't .e^'er jIVC • 306 ;624 Jcne Anne S: =art Wor x •37 ti 7 I =or, Worth ?x 761'.7 jicrnond Hill Aadi:ion BLOCK 16 16 -o: 3 ' B'k 16 Lot 2 tl +tee TEMPORARY RIGH T OF ENTRY AT 2405 PEAS' STREET �RTA A D CONSULTANTS, L.L.C. F-%GVQMRsrEAS&W suxvrraxs PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (81',)335-9955 D.O.E. N0. 3912 V' Street and Storm Drain Improvements for Peak St. � Peak St.(Neal to Irion) O D.O.E.No.3912 2511 Peak Street Fort Worth,TX 76106 Lot 26,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Warren&Patricia Scott,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 26, Block 3, Diamond Hill Addition, also described as 2511 Peak Street, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-0f--Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either par-t%. The City of For Worth further agrees to restore the property to the same condition,or better, than that which existed prior to construction of said facilities. if restoration is required. the work shall be performed in a timely manner, weather permitting. This a_c re ent is executed this" 3 4 - day o f Owner(s), '_0 0Y ,by.Warren R Patricia Scott.Owner(s) and ,representative for the City of Fort Worth. (Please Print) O%N-.N ER: CITE'OF FORT NVORTH: _t:J✓1aaE v 4,1 r, C.:A 5jr a-tt-- (Please Print) (Please Print) (Signarure) (Signature) DIAMOND HILL ADDITION 1 2511 Peak St, Fort Worth 1 2549 Peak St, Fort Worth 2W Peak St, Fort Worth Scott, Warren L Etux Patricia, Garcia, Raul P Etux Carmen I Bbrque. Patsy Marie " 1 2511Peak St 2549 Peak St 1 ` 2551 Peak St Fort Worth Tx 76106 I Fort Worth Tx 76106 F rt Worth Tx 76106 Diamond Hill Addition , Diamond Hill Addition D�rnond Hill Addition 1 Blk 3 Lot 26 I B!� 3, Lot 2� I I Blk 3 Lot 24 26 25 24 Ln I I � I I li 1 I 1 ! � v o:JC-/�J C O � ✓v 1 xV a . •• �• NIX ! VARKER - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - 15•Ilo x-- • a `'' _ • • 1Kt1v i 6 U x 6 x ' I 8 2538 Pect St, =ort Wo-tn I� 2548 neck St, =ar. Vterth , e^ox, -o y�-,rr -rcnk Me iic, Ge-:-per 208 =eck St I 2548 PecK i =ort :Nor-:n -x 76106 i For• Worth -x 76130 Dicmond -iii;Addition Diamond -ill Adaitio^. _ opt eak St, For: Wo-,r. I d:k 4 6 I elk _ot 7 ^es, Wanoc 2550 Peak S: TEMPORARY RIGHT OF ENTRY Fort worth -x 76106-licmond Hil.Aaai:+; 3!k = Lot 5- A AT 2511 PEAK STREET � FORT WORTH A D CONS ULTAmd I S, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS MW 1701 River Run FOR PEAK STREET Suite 610 office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) D.O.E.No.3912 00 pz 2561 Peak Street Fort Worth,TX 76106 Lot 19,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Terry Wade Dickinson. Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 19,Block 3,Diamond Hill Addition,also described as 2561 Peak Street, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Anv entry and use of the property by the City of For Worth or its independent contractor, under - the Temporary Right-of-Entry Agreement shall be peratissive and shall not constitute a trespass to the property by the City-or its independent contractor, Both. the City and its independent contractor,are released f.om any adverse consequences related-.,-- ,he ent:ti or use of the prooerz by either Tce Citv of For.Wori, ;ur aer aiTees to restore the Grocer.':to the same condition.or beuer. than that wb;cn ex:s:ed or-or to construction of sa:G:aCaa:es. 1i resterat:on :s requlreti. tiiC :york shall be pe.:ol�ed:n a::1;:C:v manner. ,eaEhe-pe.:..ttzmg. This a2:een}ent is exec.ated this _Z day of -1004 , by,Te,:y Wade Dickinson. Ownerts) an��cY-r1 [_LJA dgt- represeatative for the City of Fpr,Worth. t Please Pr:nt) t o i� I n ONVNER: CITE' OF FORT WORTH: r,'**,i r1�'�c� , (Please P::nn (Please P—Intl (Signature) (Signature) DIAMOND HILL ADDITION 2557 Peak St, Fort Worth I 2559 Peak St, Fort Worth 1 2561 Peak St, Fort Worth 1 Lora, Nicholas 1 Lopez, Jose D Etux Veronica IA Dickinson, Terry Wade , 2557 Peak S, 2559 Peak St PAak Sk Fort Worth Tx 76106 I Fort Worth Tx 76106 1 -ort�Porth 1 x 7�t06 I Diamond Hill Addition I Diamond Hill Addition , Diamond Hill Addition , Blk 3 Lot 21 I Blk 3 Lot 20 1 Blk 3 Lot 19 21 20 i 19 I � • I i I i , L , < I GRAVEL I GRASS 1 = I 1 s o I O I p U 1 , U ` = ? ROCK R TAMING WALL MM^ F — - - - - - — - — - — - - - - - - - - - - - - - t- - — - — - — - — - 1 •00 18.00 /GRAVEL DRIVE • 4 -gUiEL 9R 4E. . 11 1 12 BOLLARD 9 2556 cea< S-, 255peok - 13 I Rogers, -11C =s: I v DL. Bose acv 1 1 Attu: Ki-s:;e Koaers 1 �0 Box 2990 v I 2560 Pea St, =o�t 1h'cr:r I 4509 Wi^CV -t Worth -x 76? Scn:-lez Se;e•ino -x - 1 Diamond Hil?AdC:;ior., 1 2550 . 'Ck 1 - D;cmond -ili 4c :ior =I B!k Lo: ,? I or: Worth -x 761,'36 I 3Ik 4 _o: �iamong Hii:`.4c0i:io- 1 , 3Ik L I1 I I 80LLARD�1 1 1 , i TEMPORARY RIGH T OF ENTRY A AT 2561 PEAK STREET -$-;e MORT WORTH A DALLAS CONSULTANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS EVGflF-EU,,P1.4,%?-T.RS,and SURVEYORS 1701 River Run FOR PEAK STREET Suite 610 Office:(917)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth.TX 76107 Fax: (811)335-9955 D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2401 Peak Street \" Fort North,TX 76106 Lot 10,Block 2 Diamond Hill Addition ^ TEMPORARY RIGHT-OF-ENTRY AGREEMENT Glenn Ray&Vanessa C. South, Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 10,Block 2, Diamond Hill Addition, also described as 2401 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-0f--Entry Agreement shall be permissive-and shall not constitute a trespass to`the property by the City or its independent contractor. Both, the City and its independent contractor, are released from any adverse consequences related to the entry or use of the property by either part. The City of Fort Worth further agrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner, weather permitting. This agreement is executed this !0 day of Y... , 200 -f , by, Glenn Ray& Vanessa C. South. Owners s) and , representative for the Citv of Fort Worth. IF (Please Print) ONV ER: CITE' OF FORT ,N'ORTH: C (Please Print) (Please Print) (Signature) (Signature) DIAMOND HILL ADDITION 2401 Peak St, Fort Worth ( 2403 Peak St, Fort Wurl, 2405 Peak St. Fort Worth, South, Glenn Roy & Vannessa C.' Burnett, James H Little, Robert G Etal 7316 Cotbrier Ct +� Fort Worth ri 76137 I 2067 W Lotus Ave I 2902 Schadt St Addition Fort Worth Tx 76111 Fort Worth Tx 76106 Diamond Hill Add Diamond Hill Addition Diamond Hill Addition Blk 2 Lot it I Blk 2 Lot 11 I Blk 2 Lot 12 I 10 I 11 I 12 I I I c: - - - -4' G- - - - - - - - - - •4' G— G- - - - - - - - - - - - - g SS- - - - - - - - - - - - - - - E' SS- - - - - — ° — - — - — - — - — - — - �s td'n _ — - — _ — /— - — - — - — - — _ — - 7 ^ z f"■ x : 2 j I 2402 Peak St, Fo:: 1Vo:,r" GtVEL DR1yE 3 Viecs+ -33 Cs: � I � Z Heroer; Wecst r _ , 5-804 Jene Anne St '404 reaK S;. 'art Wo- n :*or, Worth 7x 751'.7 10•c tnves:me^;s. ._C I Di�•nonc tail!Aodii;or. 435 Western Cente- ?tvo 30o Blk .6 i 0 2 mart Worth 7x 76137 ' I BLOCK 116 "c r and 1.'-oAd�itian I I I I , T EMP ORAR Y RI GH T OF ENTRY AT 2 4 0 1 PEAK STREET f� A KURT WORTH A OnL,gS CONS ULTANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 e. '_ Street and Storm Drain Improvements for Peak St. Peak St. (Meal to Irion) D.O.E. No.3912 2403 Peak Street Fort Worth,TX 76106 Lot 11,Block 2 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Jesus J. &Clara Ibarra Pinela, Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 11, Block I Diamond Hill Addition,also described as 2403 Peak Street,Fort Worth.TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreeuye t is executed this It)day of _0 , by. Jesus J. & Clara Ibarra Pinela. Ownerl s) and representative for the City of Fort Worth. (Please Print) ON'Y:rER: CITY OF FORT NVORTH: e se Print) (Please Print) (Signature) DIAMOND HILL ADDITION 2401 Peak St, For: Worth I 2403 Peak St, Fort Worth I South, Glenn Ray Pineia, Jesus J. & Clara Iborro' t 2405 Peak St Fort Worth, , Little, Robert G Etal 7316 Cotbrier Ct I 3155 Lulu St, Fort Worth I Fort Worth Tx 76137 Fort Worth Tx 76106 2902 Schadt St Diamond Hill Addition t Fort Worth Tx 76106 Diamond Hill Addition ' Diamond Hill Addition Blk 2 Lot 10 I Blk 2 Lot 11 I Blk 2 Lot 12 t t , 10 11 12 t t , t t t " ctiac: � L 1vE' - - - - - - - - R vc New F — — — — — — — — — — ——-- - - e° ss— - - - - - - - — - — - — - — - — - —F — - — - — - — — - — - — - — - — - — - - - - 7.00 • J n. � x x a.. IZI —I- — - — - - - — - — - - - - - — - - - —' - - x t 2 i 2402 =eck =o'• wars` c vEL ORivE 3 t 1 ne-cert Wens: t 5 r. - 'a': WO--,n 24vC -eaK S:, ' 3C� ,;oe A^.ne St O:c wes•;^e^•s, For: Worth x 761'7 I X360 Western Center 3wc - 3J6 Dic^•1K 1 mil!Acdi;ion Fo Wo'tn -x 'E'37 ?!K 1� _�t BLOCK Ib Diorionc =al Add;tior _ Bik ';_= Lot 3 i t � I TEMPORARY RIGHT OF ENTRY AT 2403 PEAS` STREET �f FURL WORTH A D CONSULTAIWS, L.L.C. evcovrfxs rtArnvMwd suRVMoRS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River stun FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 - Fort Worth,TX 76107 F= (817)335-9955 D.O.E. NO. 3912 0 Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2503 Peak Street Fort Worth,TX 76106 Lot 27R&31,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Hayward Baker, Inc.,Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 27R& 31, Block 3, Diamond Hill Addition, also described as 2503 Peak Street.Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor. under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to-the property by the City or its independent contractor. Both,the City and its independent contractor, are released from anv adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further aerees to restore the property-to the same condition. or better, than that which existed prior to construction of said facilities. If restoration is reauired. the work shall be performed in a timely manner. weather permitting. This agreement is executed this 0_rl day of 20 Ot , by'. Hayward Baker. Inc..Owner(s) and , representative for the City of Fort Worth. (Please Print) 0NVNER: CITY OF FORT WORTH: (Please / (Please Print) PP (Signature) (Signature) FP V i r 5� r Peak St, Fort Worth Hayward Baker Inc, - 1875 Mayfield Rd Odenton MD 21113 Diamond Hill Addition Blk 3 Lot 27R 27R i / � 1 0 oPZC° 6� e x_ SY 11AI N�FNK Y GRAVEL OF Rito - - - - - - - - - - - - 3.00 \ — - — - _ — _ GRAS ' 1 K � DgwE , s 3 4 \ f 25"'•2 reaK S: =0r, WO:';, � I Ca Cr c M L_^Or ty I �_T N e"y St Carl Wortn x 75106 Dicrpand Hill Acoi;ion I 2956 IVo-ine X 1 , 31k 4r _ats 2 3 510'_. 4 I :-O.'t Wor.1 -x 36 C6 r -:XZ no c :-Q Add: 01.1 r i i 31k 4 -o° 4 Less a7C` TEMPORARY RIGHT OF ENTRY AT 2503 PEAK S TREE T -$-; 1-w -�- A - FORT WORTH A D CONSUL TAA7S, L JZS PAVING AND STORM DRAIN IMPORVOMENTS _ 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 on Street and Storm Drain Improvements for Peak St. 1(�" Peak St. (Neal to Irion) D.O.E. No.3912 I 260 Peak Street Fort Worth,TX 76106 Lot 13,Block 4 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Seferino Sanchez,Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 13, Block 4, Diamond Hill Addition,also described as 2560 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of For Worth or its independcnt contractor, under, the Temporary Right-of--Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent contractor.are released from anv adverse consequences related to the entry or use of the propene by either part. The City of Fort Worth further agrees to restore the property to the same condition.or better. than that which existed prior to construction of said facilities. if restoration is required. the work shall be performed in a timely manner. weather permitting. This agreement is executed this_7 day of _ &211y . 20.D*by. Seferino Sanchez.Owner(s) and representative for the City of Fort Worth. (Please Print) . ONr�iER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) DIAMOND HILL ADDITION 2557 Peak St. Fort Worth I 2559 Peak St, Fort Worth I 2561 Peak St, Fort Worth Lora, Nicholas , Lopez, Jose D Etux Veronica IA Dickinson, Terry Wade , 2557 Peak St 2559 Peak St X25,61 Peak St+ Fort Worth Tx 76106 I Fort Worth Tx 76106 I tort ortn Ix T06 I Diamond Hill Addition Diamond Hill Addition , Diamond Hill Addition , Blk 3 Lot 21 I B►k 3 Lot 20 I Blk 3 Lot 19 I 21 i 20 19 i 1 I 1 I I I I 1 GRAVEL I GRASS J a s 0 I I I Z ,+5� � o L; y ROCK R SAI ING WALL 1�. ^. _ 7. •.y4GVi :i• �.. '• • ' _ - - - - - _ .- - _ — _ _ - - _ - _— _ — _ �- - _- - - _ _ - __ - - 1 •00 18.00 i /GRAVEL DRIVE • GRAiEL AR JE. 5• _ _ _ _ - � - _ _ - _ _ R v�^x�^J^�� _ __ _ spy.,°,_,�� _ ��._•, _ BOLLARD q eok S I . I 13 255c . 1 , Rogers, = c ,c N =s: I Du Bose joy I _ _ At:r: Kirstie Rogers I _ ?0 Sox 2990 I _c3 'scsc St, -O-t Wo-tr X509 Wirt} -Or* 'x %e'tt Soncne- Se'erino •art WO-t~ x 7.140 I Dig-nond HiE,Add'-!or. I _ 2»3`Oeok Z)t , DIcmOna .:li Agg:t.o- I Blk 4 Lot I 'ter: Worm Tx '0100 Bloc 4 _O: 1' Oi0^�ar,C "ii!Aggit:on ?Ik 4 Lot 13 I I ( BOLLARD] Y I I I I I TEMPORARY RICH T OF ENTRY 4MFORTWIOIRT-"HU A T 2560 PEAK STREET -$-;e Fw�� CONSULTANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 '� P Street and Storm Drain Improvements for Peak St. ` Peak St. (deal to Irion) D.O.E. No.3912 2549 Peak Street Fort Worth,TX 76106 Lot 25,Block 3 Diamond Full Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Raul&Carmen Garcia,Owner(s), herewith ;rants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 25, Block 3, Diamond Hill Addition.also described as 2549 Peak Street, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the propertv by the City or its independent contractor. Both, the City and its independent contractor, are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. it restoration is required. the work shall be performed in a timely manner, weather pertn:tting. This agreement is executed this day of �4p r f'1 20 Oq .bv. Raul&Carmen Garcia.Owner(s) and_ _ , representative for the City of Fort Worth. (Please Print) Ow.NER: CITY OF FORT WORTH: (p ) (Please Print) (S� ture) (Signature) DIAMOND HILL ADDITION 1 2511 Peak St, Fort Worth 1 2549 Peak St, Fort Worth 265'1 Peak St, Fort Worth , Scott, Warren L Etux Patricia, Garcia, Raul P Etux Carmen 'Bbrque, Patsy Marie 1 F Fort Worth Tx 76106 I 2511Peak St 1 2549 Peak St I 2551 Peak St ort Worth Tx 76106 on Fart Worth Tx 76106 Diamond Hill Addition ' Diamond Hill Addition 1 Diamond Hill Addition .. I Blk 3 Lot 26 I 3� 3, Lot 2,5 , I I Blk 3 Lot 24 ' 26 25 I 24 I I Ii 1 1 l 1 , ► I 0 C tic- 24 c •. AIARK-= �. I 15. 0 L J. -- AR s _ ,._Z) K �kY 1 I X I 6 xC I ' 8 R Wo-:r, I� 2548 "---K S-., =or: Vior:n 1_ , _encx -a. my =rank x Me;ic, Ge-mar. S��e;K St, For: Wort 2508 = CK c• I _ 2518 =eak S: 1 , .>,nes Ydcnac F =o�t Worth�Tx 75106 1 -o': Worth -x 7^.06 , X55.? =eok St Oiamonc Hill Aaci;ior. Diamond Hill Add:t:or. 75 i06 91k _ot 6 I 31K 4 :o`. 7 1 3icmond Hill Additior. �Ik 4 Lot 8 TEMPORARY Rl GH T OF EN T R Y A AT 2549 PEAK S TREE T -$-o)e FORT WORTH A CONSULTANTS, L.L.C. ENCME-EtS.PLANNERS and SMVErORS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 P Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) D.O.E.No. 3912 2551 Peak Street Fort Worth,TX 76106 Lot 24,Block 3 Diamond Hill Addition - TE;4IPORARY RIGHT-OF-ENTRY AGREEMENT Patsy Marie Borque, Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 24, Block 3, Diamond Hill Addition. also described as 2551 Peak Street, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both. the City and its independent contractor, are released from any adverse consequences related to the entry or use of the property by either party. The City of For Worth further agrees to restore the property to the same condition.or better, than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner.weather permitting. This agreement is executed this ; O day of � 7 r 20 01- , by, Patsy Marie Borque.Owner(s) and_ _, representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: PGfi� CI-i ue (Ple se Print) (Please Print) (Signs ) (Signature) r DIAMOND HILL ADDITION I 2511 Peak St, Fort Worth ( 2549 Peak St, Fort Worth 25;1 Peak St, Fort Worth Scott, Warren L Etux Patricia, Garcia, Raul P Etux Carmen 1 6prque, Patsy Marie I 2511Peak St I 2549 Peak St I 2551 Peak St Fort Worth Tx 76106 Fort Worth Tx 76106 Fart Worth Tx 76106 Diamond Hill Addition , Diamond Hill Addition .Diamond Hill Addition I Blk 3 Lot 26 I , B� 3, Lost 2j5 , I ► Blk 3 Lot 24 26 25 ► 24 Ln I I li I I I ► r o rr � rc� ��; 21 a , Ma?K_R — - - - - - - - - - - - r - - — - — - — - — - — - — - — - - - - — - — - 1s• o - - - - —�, - - - - - - At - - - — - - x . . a `• , .1. Doi Ll xLn �_ -oar. s ?� �� 1 ,`.,�✓�=;��_ _ - o 6 x 6 Worin I� 254= Peck St. -a-1 'filar.. _�. I _enox -orr my Fron c z Me!ic_ German ' �°ak St; -ar Wor:r 2508 -O'x I 2-51-8 Peak - '!:Qr.eS, Wanac Worth Tx 76106 F„ : Worth -x 7b"26 ,_ s�5u Pea_k Si .^,icrnonc Hi6.4ad tion D'.-rncnc Hill Aca::ior -0"''Worth x 76106 m-,k 4 Lot 6 I BIK 4 ;-a'. 7 LDicrnond Hili Addition B!k a Lot 5 TEMPORARY RI GH T OF EN T R Y AT 2551 PEAK STREET -$-;e FLIRT WORTH A D CONSULTANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS FJdG�S.PLNNERS•od SURVEYORS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) P P� D.O.E.No.3912 l 2555 Peak Street Fort Worth,TX 76106 Lot 22,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Noel Garcia,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 22, Block 3, Diamond Hill Addition, also described as 2555 Peak Street, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent - contractor. are released from anv adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the propeny to the same condition, or better, than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner. weather permitting. This aueem nyis executed this day of 20 ,bv,Noel Garcia.Owneris) and representative for the City of Fort Worth. (Please Print) OWNER• CITY OF FORT `FORTH: / 5 �=� (Please Print) (Please Print) (Signature) (Signature) Ct DIA1V1 U1V D 111 LL YI1U-U1 1 1 U1V 2553 Peak St, Fort Worth I BLOCK 3 I Me Martinez, Ramon J 2557 Peak St, Fort Worth 1 1 I I 2553 Peak St I 2555 Peak St, Fort Worth I Andrews, Lonnie Fort Worth Tx 76106 Garcia, Noel 2557 Peak St 1 Diamond Hilt Addition 2555 Peak St I Fort Worth Tx 76106 I Blk 3 Lot 23 I Fort Worth Tx 76106 ( Diamond Hill Addition Diamond Hill Addition Blk 3 Lot 21 23 i Blk 3 Lot 22 i 21 22 1 1 , 1 I 1 i 1 1 Y 1 3r 1 J s A z 0 0 z 1 r•- 1 U O L - - - - -� - - -- ^ i CONC.RETAINING WALL xJ - — - — — - — - — - — - — - — - — - — - — - — - - - - 16.00 1 •00 — — GRAVEL •• +•- —r. - s L-C)LALULJNi — - — - — - — - — - — - - - - - - - a —tea x- )r-=x—x—x I 9 I� 10 u '57 -v.e Wort�l � �o= 'ecx , For. W 1 - :,icoc_ _:.x Nc-i I Ou B aI - o =e St. -or -wo , °- a �_ cR 52 =eck Sz` Mn ':ox Zo�� t 'a:e-S, E'lc u0 :St 1 _ - _ _- t v l Wo-tr x 7a.O" - 4i �• KirSUe Rages 5icmord r�iti.�caitiar I -a•t Wc�;n Tx 76.'3 I o3., Windy icrno^0 ylli A L- 0 `^ aDitia^ ; Bfx L _oi .. Blk L _at �C `0" Worth -x oit-0 1 i t r crno^c Hil.Aaa:t,o^ ?:k 4 Lo: 11 TEMPORARY RIGHT OF ENTRY A AT 2555 PEAK S TREE T -$-;e rw�� PoRT WORTH A -- Da1.AS 0NSULTAIVTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak t. p S 1 Peak St.(Neal to Irion) D.O.E.No. 3912 2562 Decatur Avenue Fort Worth,TX 76106 Lot 17,Block 3 Diamond Hill Addition TErIPOPURY RIGHT-OF-ENTRY AGREENLENT Alonso Joel Garcia, Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the ownees property located at Lot 17, Block 3, Diamond Hill Addition,also described as 2562 Decatur Avenue, Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City*or its independent contractor. Both, the City and its independent contractor, are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further aerees to restore the prope.;v to the same condition.or better, than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner, weather permitting. This agreement is executed this day of 20 , by. Uonso Joel Garcia.Owners) and , representative for the City of Fort Worth. (Please Print) 0W`iER: CITY OF FORT WORTH: (Please Print) (Please Print) Pe 114 (Signature) (Signature) DIAMOND HILL DDI TION 2573 Peak St, Fort Worth BLOCK 3 Lopez, Ventura & Maria D Solis ' I 2562 Decatur Ave, Fort Worth 510 Meadow Lane , , Garcia, Alonso Joel Mo Bloomfield Nm 87413 2655 Grover Ave Diamond Hill Addition I I Fort Worth Tx 76106 Blk 3 Lo' 18 Diamond Hill Addition Bik 3 Lot 17 fMR 18 17 rAVVHH T . . . . . . . . . VE ,^ �_ �J -�• ,1X 16"HACKHRRY 36"---M .,. . . GRA� 3AS SIGN I � RION ST. _.:.L - - - - - - - - - - - - - - - - - -- - - - � l 1.00 1 2.00 l PROP. 8" PVC WATER LINE O.E. 37 2 I yy y y�y��X � /� X ' V XA X X-!� x � 1 / - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - I , 31 I I 1 _6,'r- Deca-,ur Ave For: Wo" ." 509 ."ioa Ave. Co oastia'r ,3r e- oez Seocs;icn jr ' ' 2219 Llncom Ave 2219 Linc�,n Ave I I =or: Wartn Tx 76'00 - _ -o Wortn -x ;iamor.c -El;Addi;o^ Dicrnond =ii.aac ' ' 31k 5 Lots , & 2 BLOCK 5 TEMPORARY RIGH T OF ENTRY A AT 2562 DECATUR AVENUE FORT N A D � CONS ULTANTS, L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 Riker Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 For.Worth.TX 76107 Fat: (917)335-995_ D.O.E. NO. 3912 � Street and Storm Drain Improvements for Peak St. r Peak St.(Neal to Irion) D.O.E.No.3912 2550 Peak Street I Fort worth,TX 76106 Lot 8,Block 4 Diamond Hlll Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Marklin Jones, Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's prvperty located at Lot 4,Block 8, Diamond Hill Addition,also described as 2550 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replac.-ment. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent contractor.are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property:o the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner, weather per.-mrting. This a t is executed this day of i'Llt.c , 20.Q-E by.Maridin Jones,Owner(s) and representative for the City of Fort Worth. (P'.casc Print) OWNER: CITY OF FORT WORTH: IF In Al 2t*,/ (Plcaac ' t) (Please Print) (Signature) (Signature) A DIAMOND HILL ADDITION I - 2511 Peak St. Fort Worth 1 2549 Peak St, Fort Worth 2W Peak St, Fort Worth Scott, Warren L Etux Patricia, Garcia, Raul P Etux Carmen B�rque, Patsy Marie 1 2511Peak St 2549 Peak St 1I2551 Peak St Fort Worth Tx 76106 Fort Worth Tx 76106 on I IFbrt Worth Tx 76106 Diamond Hill Addition i � Diamond Hill Addition Diamond Hill Addition I Blk 3 Lot 26 I B1 3, Lot 2j I I Blk 3 Lot 24 26 25 ( 24 I i li I I I o .(o I AlG4� �I - - - -.- - - - - - - - - - - t - - - - - - - - - - - - - - - - 15. 0 1 - - —�';- - - - - - - - - - - — — X Mttvr✓� "� - �� ? arc+• = i_ zz u z 0 u I 6 x I x 8 2508 =eck St. = Wcr—,r. I� 25G- =ecK S:. Fo Wor.., -� _enox, -o-nr.y -.ank x Mejic. Gerr^ar 2 Z yeck St, For_ Worm 2506 -°aK VS; I 2549 Peak St �r .yes Wcndc =o Wo, ;h -x 7E"06 =o'• Wo-:h 'x 7510E ,- A-50 ?sak St 1 O:amona �:li Acd:ion Diarnanc -i:l!Acdi;cr �r`rWorth Tx 76106 3;ki 4 Lo: 6 1 ?IK 4 ��; ? lDjc^nond Hill Addition ?ik 4 ;at 8 TEMPORARY RI GH T OF EN TR Y - A AT 2550 PEAK S TREE T �-�- R7RT lt'ORM (� D �, ENSULTAIVTS, LOBS PAVING AND STORM DRAIN 1MPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 "' r t Street and Storm Drain Improvements for Peak St. rC I Peak St. (Neal to Dion) D.O.E.No. 3912 2552 Peak Street Fort`North,TX 76106 Lot 9,Block 4 Diamond Hill Addition TEIVIPORARY RIGHT-OF-ENTRY AGREEILENT Cleto &.Marie Chapa, Owner(s), herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 9, Block 4,Diamond Hill Addition, also described as 2552 Peak Street,Fort Worth,TX 76106 for the pumose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the prope.-y by the City of Fort Worth or its independent contractor, under the Temporary Right-of-E=v Ageement shall be per-L..issive and shall not constitute a trespass to the prope-ty by the City or its independent contractor. Both.the Cirr and its independent contractor. are released from any adverse consequences rciated to :he eut:or use of the properr: by either oar-zv. The Cir:of For Wormb 5:rher asrees to restore the nrove:t:•to the same condition. or beaer. than that wlwca existed prior to ccastrrc:ion of said facilities. I=restcrat:on is required. -he work snail be pe.,ormea it a.ineiv manner, weather permitting. T'nas ag=craFre t is r!tecute3 this day of 20 0 by, Cleo &: Marie Chapa.Ow-nen's) and representative for"-e City of For Worth. (Please Print) OW"-ER: CITY OF FORT WORTH: ('6?�6 y,IY7,2 I �Pq ,Please lP::zt) tP,ease P:-Lt) (Signature) (S i=ature) DIAM O.ND 1111-4-L 1`i 1J 111 1 1 V 1V I 2553 Peak St, Fort Worth ( BLOCK 3 1 2557 Peak St, Fort Worth 1 Martinez, Ramon J ' 2555 Peak St, Fort Worth ' Lora, Nicholas 2553 Peak St I Garcia, Noel I 2557 Peak St Fort Worth Tx 76106 2555 Peak St Fort Worth Tx 76106 1 Diamond Hill Addition 1 Fort Worth Tx 76106 1 Diamond Hill Addition Blk 3 Lot 23 Diamond Hill Addition I Blk 3 Lot 21 I I 81k 3 Lot 22 I 23 I 22 I 21 1 1 I 1 1 1 I I I I r 3 A L -� 0 Z u V ' Z v CONC.RETAINING WALL IL mp U K;R r w a= 2J x 16.100 1 •00 tgAv.LO - -� LL -0 - - - - — - — - - - - - - — - — - x >< x 1 K , i 1 9 11 10 11 ' ]: "or' We-th 1 2554- Pe--k St. "�!. 'A'o' I �'� �oa,� C �. -;hcac 0 e:o :.*,,,;x:*or' ( y 0� -ose joy _ t• =o� A . .. 2552 �e_x S' , a0 =ax 2990 1 Rogers, Ella Jo :_s: *ort Worth 7x 75105 =ort Worth -x 7o'i3 A:tn: Kirstie Rogers ;"-ncnc -il'Acamor` I jiamo Id 'iiii Accitior I _ c� g Windy Ln 3iK 4 _c; 1 3tk 10 70.'t Worth °x 70140 ' Dic^^onc HiL Additior. Blk 4 Lot 11 TEMPORARY RIGHT OF ENTRY AT 2552 PEAK STREET FOOT WORTH A CONSULTANTS, L.L.C. e.cnrFISMS.rt,wivrJCS,m SURVEYORS PAVING AND STORM DRAIN IMPORVOMENTS � 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort worth.TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 iV .� Street and Storm Drain Improvements for Peak St. 1�D Peak St. (Neal to Irion) D.O.E.No.3912 2553 Peak Street Fort Worth,TIC 76106 Lot 23,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Ramon J. Martinez.Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 23, Block 3. Diamond Hill Addition,also described as 2553 Peak Street. Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor, under the Temporary Right-of--Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both.the City and its independent contractor.are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the properly to the same condition.or better. than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner. weather permitting. This a_reement is executed this day of 20__, by. Ramon J. Martinez.Owner(s) and , representative for the City of Fort Worth. (Please Print) ONVNER: CITY OF FORT WORTH: (Please Print) + (Please Print) (Signature) (Signature) P DIAMOND HILL ADDI11UN I I BLOCK 3 1 1 I 2553 Peck St, Fort Worth I 2555 Peak St, Fort Worth ( 2557 Peak St, Fort Worth Martinez, Ramon J Garcia, Noel Lofo, Nicholas ' 2553 Peak St ' 2555 Peak St ' 2557 Peak St I Fort Worth Tx 76106 I Fort Worth Tx 76106 I Fort Worth Tx 76106 Diamond Hill Addition Diamond Hill Addition Diamond Hill Addition 1 Blk 3 Lot 23 ' Blk 3 Lot 22 + Blk 3 Lot 21 23 I 22 I 21 t 1 1 1 1 1 I < I Y J Q C ` ; I A l i U o O Z t Z 1 V p U GONG.RETAINING WALL - - - r G ✓ .c • tiI ARKct �J z _� - — - — - — - - — - — - — - — - — - — - - - - - - - - - 16.00 1 •00 GRAVEL $ y I rX I .- 1 k 1 9 �I 10 ZI :2 °CK - - ��. Wor.r I 255.4 'eCK S:. a': Vva 4 I C� 'eCX -S:. a'^W . n=Z e- ,.x Mare DL. cse .oy ?avers, '.c a �s: ' r _552 Zeok S` + °C Box 2990 , A—r Ki-s::e Koce-s I bra , 'x 76106 I Fort Wor:r. Tx 761;3 I _ `�°irtov DiCmOnC =il. 4dd:ia^ a War,^ x "+ tl A3C:,io3 - _ .„` ,aCs BIK 4 ri 1 _ a 3IR C _a, a t _01.10 f ,, .. TEMPORARY RI GH T OF ENTRY AT 2553 PEAK S TREE T -$-;e FORT WORTH A CONSD ti EVGZMULLTANTS L.L.C. PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 office:(817)335-9900 T/PW PROJECT NO. 0115-030115095502 Fort Worth.TX 76107 Fax: (817)335-9955 D.G.E. NO. 39.12 "� Street and'Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) D.O.E.No.3912 1609 Brennan Avenue Fort Worth,TX 76106 Lot 1,Block 4 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Spencer Hodge,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 1, Block 4, Diamond Hill Addition, also described as 1609 Brennan Avenue, Fort Worth.TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor.under the Temporary Right-of--Entry Agreement shall be permissive and shall not constitute a trespass to the property by the.City or its independent contractor. Both. the City and its independent contractor,are released from anv adverse consequences related to the entry or use of the property z by either party. The City of Fort Worth further aurrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner. weather permitting. This agreement is executed this 3-� day of '_O/e{ ,by, Spencer Hodge.Owne-(s) and , representative for the City of Fort Worth. (Please Print) OW,iER: CITY OF FORT WORTH: ((Plea a Print) (Please Print)z4z gnature) (Sitmature) r �I I ICI XL'1A•M UND ` HI L4.,,LJ ADDI 1 1 U ' 25 1 Peak St, Fort Worth Pelton Mfg Co, Union 111 1 , 5 2 Woodstock Rd ` Pacific Railroad RCW ' F t Worth Tx 76116 (NO TRACKS) Dio and Hill Addition ` 1 ` `= lk 3 Lot 32 ` ► tm 1 32 BLOCK 3 GRAVEL GRAVEL — — _4. — L= — - — — — - — - — - — -t-- — — — — — — — — — — `, 11.00 p 160 or l :•. ,, •�•{� - � - a -ate~ •may � l ` _ ti � 1 7-, TEMPORARY RIGHT OF E AT 1609 RR ENTRY A ENNAN AVENUE �Rr Waarx N A CONSULTANTS L.L.C. EWGVVEE"or y.od suxvEroxs 1701 River Rua PAVING AND STORM DRAIN IMPORVOMENTS Suite 610 Office:(817)335-9900 FOR PEAK STREET Fort Worth.YX 76107 Faz: (817)335-9955 T/PW PROJECT NO. C115-030115095502 :r y••c<:_ D.O.E. NO. 3912 Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) D.O.E.No.3912 \V_ 2506 Peak Street Fort North,TX 76106 Lot 5,Block=4 Diamond Hill addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Tommy Lenox,Owner(s),herewith rants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 5, Block 4. Diamond Hill Addition. also described as 2506 Peak Street,Fort Worth.TIC'76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor. under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both. the City and its independent contractor. are released from anv adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition. or better. than that which existed prior to construction of said facilities. If restoration is required. the work shall be performed in a timely manner. weather permitting. This a_ereement is executed this day of , 20 , by. Tommy Lenox. Owner(s) and , representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) _ (Signature) U (Signature) DIAMOND HILL ADDITION - i I I 1 I Peak St, Fort Worth • I I Hayward Baker Inc, 1 1 1875 Mayfield Rd I I I Ocienton MD 21113 I 1 Diamonc Hill Addition I I 1 Blk 3 Lot 27R I 27R r / 1 I ° I rn I NL IN xr: x J - - - - - - - 14-00 - - - - - - - - - - - - - - '— — �'Rz . 8" P t/C—W R-ttNE-- — t--33 2— — — — — As F"LT- c:.DAR ; z I I IY� I O 0 ij I 4 I 5 I 6 ' I X06 ?eaX =or: Uror• I 50? Peak St. =o-t War I 2504 c-c.c _ =a t Worth I cx ammy r4_onax, Tommy =rcnK u „onchcs-_Jis _iJX•Normc , 5D8 ?e?k S; , 2508 Peak S; 2-25o Ncr`.ne -- S I 73-t Wo-:h x 76106 761 aicmonc -i��;A 6 06 For; VVo-t!: Tx 06 For: Vio-tr Tx 76106 d_i:ion I Diomond Hiil Addition Dicmonc -lid Aacition 31k C =ot i31k f Lo, 6 I ilk L o- c I-eSs Slat BLOCK 4 TEMPORARY RIGH T OF ENTRY ' AVT AT 2506 PEAK S TREE T 4-;e � a FORT WORTH 1 � D CONSULTANTS, L.L.C. e.onvE.rrs PLAWEU&W SUJZM•OxS PAVING AND STORM DRAIN IMPORVOMEN TS 1701 River Run FOR PEAK STREET Suite 610 Office:(81-)--"5-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth.TX 76107 Fax: (SM-135-9955 D.O.E. NO. 3912 4 Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Irion) D.O.E.No.3912 2573 Peak Street Fort Worth,TX 76106 Lot 18,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Ventura&Maria Lopez,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 18,Block 3,Diamond Hill Addition,also described as 2573 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required, the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of 20 ,by,Ventura&Maria Lopez,Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) DIAMOND HILL D,I DITION I I I I BLOCK 3 2573 Peak St, Fort Worth Lopez, Ventura & Maria D Solis I I 2562 Decatur Ave, Fort Worth 610 Meadow Lane , , Garcia, Alonso Joel Bloomfield Nm 87413 2655 Grover Ave Diamond Hill Addition I Fort Worth Tx 76106 Blk 3 Lot 18 Diamond Hill Addition Blk 3 Lot 17 18 ( 17 I 7ALPH ALT TvE - - - - - - - - - - - - - 0 o SIN 16"HACKBERRY 36"ELM GAS �. —4" G — MARKER 1 RION ST. 1 ASPHALT PAVEMENT - - - -•J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - {- - - - -� 1.00 2.00 PROP. 8" PVC WATER LINE .O.E. 37 2 -Awn 71HO 1 �� .•. X X _X X O I X - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 31 I ( 1 2600 Decatur Ave, Fort Worth •� 1509 Irion Ave, Fort Worth I Lopez, Sebastian Jr Lopez, Sebastian Jr ' ' 2219 Lincoln Ave 2219 Lincoln Ave I I Fort Worth Tx 76106 Fort Worth Tx 76106 Diamond Hill Addition Diamond Hill Addition ' ' Blk 5 Lots 1 & 2 Blk 5 Lot 31 I ' BLOCK S I I TEMPORARY RI GH T OF ENTRY N AT 2573 PEAK S T REE T FORT WORM D CONSULTAN TS, L.L.C. fwGm sXaNra=ww suxVEYOAS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9M T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912 ...1EXHIBIT-ROE..M 1011912004 03:12:56 PM Street and Storm Drain Improvements for Peak St. Peak St.(Neal to Won) D.O.E.No.3912 2559 Peak Street Fort Worth,TX 76106 Lot 20,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Jose&Veronica Lopez,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 20,Block 3,Diamond Hill Addition,also described as 2559 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition, or better,than that which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of .20 ,by,Jose&Veronica Lopez,Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) i� DIAMOND .HILL ADDITION 2557 Peak St, Fort Worth I 2559 Peak St, Fort Worth! 2561 Peak St, Fort Worth I Lora, Nicholas. + Lopez, Jose D Etux Veronica A Dickinson, Terry Wade i 2557 Peak St 2559 Peak St ,25fa1 Peak. SL Fort Worth Tx 76106 I Fort Worth Tx 76106 I or or x 106 I Diamond Hill Addition ► Diamond Hill Addition + Diamond Hill Addition + Blk 3 Lot 21 I Blk 3 Lot 20 I Blk 3 Lot 19 I 2 20 i 19 I I Y I o ^ J I GRAVEL I GRASS °o I Z I I Z + a +°, I ► v ROCK R 7 MG WALL O � _ 4N ... :.4RAVEL: — — — — - -4" F - - - - - - - - - - - - - - - - - - - - - - +- - — - — - — - - - - 1 •00 ti8.00 VV GRAVEL DRIVE �:. :.� :.: ;' .,;' • 'GRAVEL°DR• JE:. � w • vw O� O w w - - - - - - - - - - r - - - - - - - - - �0- o O - 11 � IZ ► �� jo � BOLLARD q 2556 Peak St, Fort Worth I 2558 Peak St, Fort Worth I "O- $ 0 13 Rogers, Elio Jo Est + Du Bose, Jo + Attn: Kirstie Rogers PO Box 2990 2560 Peak St, Fort Worth 4509 Windy Ln I Fort Worth Tx 76113 I Sanchez, Seferino I Fort Worth Tx 76140 ► 2560 Peak St Diamond Hill Addition + � Diamond Hill Addition Blk 4 Lot 12 Fort Worth Tx 76106 Blk 4 Lot 11 I I Diamond Hill Addition Blk 4 Lot 13 + II BOLLLAM J 1 � TEMPORARY RICH T OF ENTRY ' AT 2559 PEAK S TREE T * iw—! ._ A FORT WORTH CONSULTANTS, L.L.0 JWWOMMrtwnna SmW SURVEYORS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK S T REE T Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fart Worth,TX 76107 F= (817)335-9955 D.O.E. NO. 3912 ...\EXHIBIT-ROE..ht 10/19/2004 03:12:49 PM Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2557 Peak Street Fort Worth,TX 76106 Lot 21,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Lonnie Andrews,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 21,Block 3,Diamond Hill Addition,also described as 2557 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition,or better,than rthat which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. r This agreement is executed this day of 20 ,by,Lonnie Andrews,Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) r OF JP DIAMOND HILL ADDITION 2557 Peak St, Fort Worth I 2559 Peak St, Fort Worth 2561 Peak St, Fort Worth I Andrews, Lonnie Lopez, Jose D Etux Veronica IA Dickinson, Terry Wade I 2557 Peak St 2559 Peak St G /2581 Peaks St. Fort Worth Tx 76106 I Fort Worth Tx 76106 I --`�� of rtn i x 791-06 I Diamond Hill Addition I Diamond Hill Addition , Diamond Hill Addition , Blk 3 Lot 21 I Blk 3 Lot 20 I Blk 3 Lot 19 I 21 f 20 i 19 I I I IJ I GRAVEL I GRASS s O(0�0 O 00 u I I R Z OO°0 I 0 U Q ROCK R 7AI ING WALL �0 &RAVEL• :.f•4 :. ;- i• MARKEK F - _ - - - - - - - - - - - - - - - - - - - - i--•- - - - --- - - - - - 1 •00 18.00 VV GRAVEL DRIVE � w wUw O O • 00� 0 1 12 1 ° BOLLARD 9 2556 Peak St, Fort Worth I 2558 Peak St, Fort Worth I ° 2-_CO O O 13 I a Rogers, Ella Jo Est 1 Du Bose, Jo I I Attn: Kirstie Rogers PO Box 2990 2560 Peak St, Fort Worth 4509 Windy Ln I Fort Worth Tx 76113 I Sanchez, Seferino I Fart Worth Tx 76140 1 Diamond Hill Addition 1 2560 Peak St I Diamond Hill Addition Blk 4 Lot 12 Fort Worth Tx 76106 Blk 4 Lot 11 I I Diamond Hill Addition I Blk 4 Lot 13 1 I I BOLLARO� 1 I , I I TEMPORARY RIGHT OF ENTRY A AT 2557 PEAK S TREE T -��-�-- FORT WORTH L] D jj CONSULTANTS, LL.C. H,,oMM PLAMW=wd srneveruns PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)3354955 D.O.E. NO. 3912 ..AFXH181T-R0E.W 10119Y200403:11;11 PM 1 Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2556 Peak Street Fort Worth,TX 76106 Lot 11,Block 4 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Kirstie Rogers,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 11,Block 4,Diamond Hill Addition,also described as 2556 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth fin-ther agrees to restore the property to the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of 20 ,by,Kirstie Rogers,Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) IP DIAMOND HILL ADDITION I 2553 Peak St, Fort Worth I BLOCK 3 1 1 Martinez, Ramon J 1 2557 Peak St, Fort Worth 2553 Peak St 2555 Peak St, Fort Worth Andrews, Lonnie . I Fort Worth Tx 76106 I Garcia, Noel 1 2557 Peak St 1 Diamond Hill Addition 1 2555 Peak St 1 Fort Worth Tx 76106 _ Blk 3 Lot 23 Fort Worth Tx 76106 Diamond Hill Addition I 1 Diamond Hill Addition I Blk 3 Lot 21 i 23 i Blk 3 Lot 22 i 21 22 r 1 1 1 1 I r r I I a I Y r J 1 >c 1 Q a ; 00 Z Z ° CONC.RETAININ G WALL r . •.:.' MARKER .- XLn m ASPHALT PAVEMENT - - - - - -F-- - - - — - - - - - - - - - - - - - - - - — - — - 16.00 1 *00 GRAVEL �f �O 0 0 OoQdp� "MALMWNK - - - - - - - - _ - - - - - - _ X-' o O x- --x- -�x x x - 0 O K 1 9 II 10 11 2552 Peak St, Fort Worth 1 r _ Chapa, Cleto Etux Marie I 2554 Du Peak Bose, Joy 2556 Worth 1 2556 Peak St, Fort Worth 2552 Peak St , PO Box 2990 1 Rogers, Ella Jo Est Fort Worth Tx 76106 Fort Worth Tx 76113 Attn: Kirstie Rogers Diamond Hill Addition ( Diamond Hill Addition i 4509 Windy Ln Blk 4 Lot 9 1 Blk 4 Lot 10 , Fort Worth Tx 76140 Diamond Hill Addition Blk 4 Lot 11 TEMPORARY RI GH T OF ENTRY A AT 2556 PEAK STREET *;—e!!- >nxr wore e ' � CONS ULTAWS, L.L.C. MG00Ms,PL"Zerssma SURVEYORS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax (817)335-9955 D.O.E. NO. 3912 ...\EXHIBIT-ROE.ht 101191200403:11:05 PM Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2554 Peak Street Fort Worth,TX 76106 Lot 10,Block 4 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Humberto&M V Hernandez,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 10,Block 4, Diamond Hill Addition,also described as 2554 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of 20 ,by,Humberto &M V Hernandez,Owner(s) and ,representative for the City of Fort Worth. (Please Print) �- OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) i (Signature) (Signature) DIAMOND HILL ADDITION I 2553 Peak St, Fort Worth I BLOCK 3 I 2557 Peak St, Fort Worth 1 "Martinez, Ramon J ' Lora, Nicholas I 2553 Peak St I 2555 Peak St, Fort Worth I 2557 Peak St Fort Worth Tx 76106 Garcia, Noel Fort Worth Tx 76106 1 Diamond Hill Addition 1 2555 Peak St 1 Diamond Hill Addition Blk 3 Lot 23 Fart Worth Tx 76106 Blk 3 Lot 21 I Diamond Hill Addition ' 23 Blk 3 Lot 22 , 21 22 1 1 1 1 1 , J I io ?< 1 Q 3 A 3 I =O U V CONC.RETAINING WALL MARKER �.:. M ASPHALT PAVEMENT - - - -t•- - — - — — - — - — - — - — - — - - - - - - - 16.00 1 •00 M- 066 GRAVEL ..:�' �' - .�: 'i.. ��. ,'�! •'�.. •tom �•�_. ••i.� ;,�. � �O 9 0 0,C) O "MAWUN -- K - - - - - - - - - - - — - — - — - x x- - x —x x x 0� 0 C) KI 1 9 I! 10 u 2552 Peak St, Fort Worth Chapa, Cleto Etux Marie I 2554 Peak St, Fort Worth 1 2556 Peak St, Fort Worth 2552 Peak St Hernandez, Humberto & MV Fort Worth Tx 76106 Rogers, Ella Jo Est Fort Worth Tx 76106 Rogers Diamond Hill Addition ! Diamond Hill Addition Attn: Kirstie I 4509 Wind Blk 4 Lot 9 Blk 4 Lot 10 Fort Worth Tx 76140 I I Diamond Hill Addition Blk 4 Lot 11 TEMPORARY RIOH T OF EN T R Y A AT 2554 PEAK S TREE T 4-w-� FVRT WORTH D CONSUL TANTS, L.L.C. ENGRWIMM NAMVMM#Bd SURVLEMRS PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort Worth,TX 76107 Fax (817)335-9955 D.O.E. NO. 3 912 .v..uio r one—I—Q—M f nR'62 PGA Street and Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 2503 Peak Street Fort Worth,TX 76106 S41'Lot 31,Block 3 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Hayward Baker,Inc.,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at S41' Lot 31,Block 3, Diamond Hill Addition,also described as 2503 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth further agrees to restore the property to the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of 920 ,by,Hayward Baker,Inc.,Owner(s) and ,representative for the City of Fort Worth. (Please Print) FOWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) F F DIAMOND HILL ADDITION \� 2503 Peak St, Fort Worth I \ Hoyward Boker Inc, w 1875 Mayfield Rd Odenton MD 21113 I Diamond Hill Addition Blk 3 S41'Lot 31 27R � I o 31 rn II CHXINL INK _ - - - - - - - —4" G- - - - - ASPHALT PAVEMENT y - - _ _ - - _ - - - - - - - - - - _ — 12.100 i. • ,�-,; �• I° � 12"HACKBERRY I • '•• `' I 10"TREE GRAVEL P-- Y / — - — - — - — - — - -- - — - — - 1 — - - 4-- - — - — - — - — � I � • ) �� // sr 1 24"E LM 1 / BLOCK 4 1 2 2502 Peak St, Fort Werth Comacho, Charity M -3010 N Terry St 1 Fort Worth Tx 761061 \ Diamond Hill Addition I ` Blk 4 Lots 2 3 S10'Lt14 ` 1 \ I 1 � I (NO TRACKS) ► I I 1 TEMPORAR Y RI GH T OF EN T R Y AT 2503 PEAK STREET Fi7RT WORTH A CONSULTANTS, L.L.C. EfUM MU PIAeW=am SMVEYOxs PAVING AND STORM DRAIN IMPORVOMENTS 17oi River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROTECT NO. C115-030115095502 Fort Worth,TX 76107 Fax: (817)335-9955 O.0.E. NO. 3912 ...\EXHIBIT-ROE.sM 10119/2004 03:10:14 PM Street t Storm Drain Improvements for Peak St. Peak St. (Neal to Irion) D.O.E.No.3912 729 Grapevine Hwy#410 Hurst,Tx.76054 Lot 7& 8,Block 2 Diamond Hill Addition TEMPORARY RIGHT-OF-ENTRY AGREEMENT Capital Phis,Inc.,Owner(s),herewith grants permission to the City of Fort Worth and its independent contractor,to enter upon the owner's property located at Lot 7& 8,Block 2, Diamond Hill Addition,also described as 2361 Peak Street,Fort Worth,TX 76106 for the purpose of driveway replacement in conjunction with Peak Street roadway replacement. Any entry and use of the property by the City of Fort Worth or its independent contractor,under the Temporary Right-of-Entry Agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. Both,the City and its independent contractor,are released from any adverse consequences related to the entry or use of the property by either party. The City of Fort Worth finther agrees to restore the property to the same condition,or better,than that which existed prior to construction of said facilities. If restoration is required,the work shall be performed in a timely manner,weather permitting. This agreement is executed this day of 20 ,by,Capital Plus,Inc.,Owner(s) and ,representative for the City of Fort Worth. (Please Print) OWNER: CITY OF FORT WORTH: (Please Print) (Please Print) (Signature) (Signature) m 3 .r:. _ - - -- - - - - - =_ - - - - - - - - -I-- - - - - - - - - - -- - - - - -- - - - - DIA,V OND HILL I ADDITION I .BLOCK 2 I I ' I * 7 • 8 • 9 I I I VACANT VACANT VACANT I 2361 Peak 5t, Fort Worth I 2361 Peak St, Fort Worth �I { Capital Plus, Inc. ' Capital Plus, Inc. I V I 729 Grapevine Hwy 0410 I 729 Grapevine Hwy 0410 I = Hurst, Tx. 76054 Hurst, Tx. 76054 Diamond Hill Addition L Diamond Hill Addition �. I Blk 2 Lts 7 & 8 I Blk 2 Lts 7 & 8 I 0 Q I o o goo o f I o o I I 00 �o ... F�ONCI pE AN 7E S --- 4" G- - - ----- — 4" G---- - - - - - PEAK ST. ASPHALT PAVEMENT VV -� —�— —W— pK NAIL 2' ,BOLLARD FxE � '• � x x x x x x x x x---L , NK x x x 4 CHAINLi - — - — - — - — - — - — r — - — - — - — - — - — _ x-'•-•I TEMPORARY RIGHT OF I ENTRY /A" AT 2361 PEAK STREET PORT irOEH A DAIIAS CONSULTANTS, L.L.C. 1va17fmrs,N-4V0 Sr=d PAVING AND STORM DRAIN IMPORVOMENTS 1701 River Run FOR PEAK STREET Suite 610 Office:(817)335-9900 T/PW PROJECT NO. C115-030115095502 Fort worth,TX 76107 Fax: (817)335-9955 D.O.E. NO. 3912