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Home My WebLink AboutContract 38032C llY SE ,· E:TP y V 0.0.E . Fllt CIT Y SECRETARY I'.(" n3~ CONTRACT NO . \..JJu ~ C ONTP~ ~I ~cffiS AND CONTRACT DOCUMENTS c o '.STRIJCT ION 1S COPY FOR CLiEi rr :.r_:PI.\J~>T~~9-Jl4 CIP Neighborhood Street Project Year 4 & 5, Contract 41 . Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No. 5396 File No. K-2038, X-20607 FORT WORTH City of Fort Worth, Texas 2008 Dale A. Fisseler, P.E. Mike Moncrief Mayor City Manager S. Frank Crumb, P .E. Director Water Department Robert D. Goode, P .E. A . Douglas Rademaker, P .E. Director of Transportation and Public Works Prepared By: SWG Project No. 17036 Director Department of Engineering ~ STREAM WATER GROUP, INC. ~ ENGINEERS + PLANNERS + SURVEYORS 6737 ~ Sla ir Rd., Suite 230 ~lljjl Fo,tWotll,, 1X 76112 ~~ Phone , 817.4'46 .•m []ORIGINAL Pagel of3 City of Fort wo·rth, ·Texas Mayor and Council Communication COUNCIL ACTION: Approved on 12/2/2008 -Ord. No. 18387-12-2008 DATE: Tuesday, December 02, 2008 LOG NAME: 20NE37THSTREET REFERENCE NO.: C-23215 SUBJECT: Authorize a Contract in the Amount of $2,545,780.00 with Conatser Construction TX, LP., for Pavement Reconstruction and Water and Sanitary Sewer Main and Replacement on Portions of Northeast 37th Street, Decatur Avenue, Hardy Street and Selene Street; and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council : 1. Authorize the transfer of $884,271 .12 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $473 ,1 70.66 and Sewer Capital Projects Fund in the amount of $411,100.46; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $473 ,170 .66 and the Sewer Capital Projects Fund in the amount of $411,100.46, from available funds; and 3. Authorize the City Manager to execute a contract with Conatser Construction TX, LP., in the amount of $2,545,780.00 for pavement reconstruction and water and sanitary sewer main replacement on portions of Northeast 37th Street (Grover Avenue to Deed Road), Decatur Avenue (Terminal Road to Elaine Place), Hardy Street (Elaine Place to Mineola Avenue) and Selene Street (Decatur Avenue to Weber Street) (Project No. 00441). DISCUSSION: On September 26, 2006, (M&C C-21721) 1he City Council authorized the City Manager to execute an engineering agreement with Stream Water Group, Inc., for pavement reconstruction and water and sanitary sewer main replacement on Northeast 37th Street (Grover Avenue to Deed Road), Decatur Avenue (Terminal Road to Elaine Place), Hardy Street (Elaine Place to Mineola Avenue) and Selene Street (Decatur Avenue to Weber Street). The 2004 Capital Improvement Program (CtP) includes funds for pavement reconstruction and water and sanitary sewer replacements on all streets mentioned above. Street improvements include pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that severely deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. The project was advertised on May 22, 2008, and May 29, 2008, in the Fort Worth Star-Telegram. On July 24, 2008, the following bids were received: http ://apps . cfwnet. org/ council _packet/Reports/me __print.asp 12/4/2008 Bidders Conatser Construction TX, LP. JLB Contracting, LP Texas United Excavators, LLP McClendon Construction Co ., Inc. Stabile and Winn, Inc. Jackson Construction, Ltd. Cost with Green Cement (Base Bid/Green Cement) $2,545,780.00 $2 ,693,945 .74 $2,723 ,214.35 $2,749,672.05 $2 ,895,850.34 $3 ,526,484.00 Cost with Non-Green Cement (Alternate/Non-Green Cement) $2,435,167.50 $2 ,657,238 .86 $2,661,763.10 $2,733,285.03 $2 ,857,504.76 $3,485,516 .50 Page 2 of~ Time of Completion: 175 Working Days. The new pavement will consist of seven inch concrete over six inch lime stabilized subgrade with seven inch concrete curb. In accordance with City Council Resolution 3536, staff recommends award of contract to Conatser Construction TX, L.P ., with the green cement alternate. Funding in the amount of $69,569 .12 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water $38,953.66 and sewer $30,615.46). The contingency funds to cover change orders total $38,795.00 (water $20,677.00 and sewer $18,118.00). Funding in the amount of $117,834.79 is required for associated paving and drainage construction survey, project management, pre-construction, material testing , inspection and project close out. The contingency fund for possible change orders for paving and drainage improvement is $38,135.00. M/WBE -Conatser Construction TX, L.P ., is in compliance with the City's M/WBE Ordinance by committing to 15 percent M/WBE participation and documenting good faith effort on this combined project. Conatser Construction TX, L.P., identified several subcontracting opportunities. However, the M/WBEs contacted in the areas identified did not respond or did not submit the lowest bids. The City's M/WBE goal on this combined project is 17 percent. This project is located in COUNCIL DISTRICT 2 . Mapsco 48R, 48V and 49W. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund, the Street Improvements Fund and the Storm Water Capital Projects 2007 Revenue Bond Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2) $473, 170.66 1)PE45 538070 0609020 $473, 170.66 P253 472045 602170044122 1)PE45 538070 0709020 i411, 100.46 1&2) $411,100.46 ID P258 472045 702170044122 P253 541200 602170044183 $413,540.00 ~ $942 .00 ID P253 531200 602170044119 P258 541200 702170044183 $362,367.00 ~ $84 .00 ID P253 531350 602170044131 C200 541200 202400044183 $1,271,174.00 ~ $728.00 ID P253 531350 602170044133 P229 541200 202280044183 $498,699.00 ~ http ://apps .cfwnet.org/council _packet/Reports/me _print.asp 12/4/2008 P253 531350 602170044152 21 P253 531350 602170044160 ~ P253 531350 602170044180 21 P253 531350 602170044182 ~ P253 541200 602170044183 ~ P253 531350 602170044184 ~ P253 531350 602170044185 ~ P253 531350 602170044191 ~ P258 531200 702170044119 ~ P258 531350 702170044133 ~ P258 531350 702170044152 ~ P258 531350 702170044160 ~ P258 531350 702170044180 ~ P258 531350 702170044182 ~ P258 541200 702170044183 ~ P258 531350 702170044184 ~ P258 531350 702170044185 ~ P258 531350 702170044191 $7,915.01 $197.00 $593.63 $395.75 $434,217 .00 $3,957.50 $23,745.02 $395.75 $820.00 $856.00 $5,868.30 $1,505.18 $440.12 $293.41 $380,485.00 $2,934.15 $17,604.89 $293.41 Submitted for City Manager's Office by: Fernando Costa (8476) Originating Department Head: A Douglas Rademaker (6157) Additional Information Contact: Gopal Sahu (7949) Page 3 of 3 http:// apps. cfwnet. org/council _packet/Reports/me _print.asp 12/4/2008 frnm:bw le ' 8174464336 06/24/2008 14:28 1206 P.002/039 CITY OF FORT WORm DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 Original Bid Date: June 26, 2008; 1 :30 PM Revised Bid Date: Thursday, July 3, 2008; 1:30PM Addendum No. l: Issued June 24, 2008 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 1 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. PART A-NOTICE TO BIDDERS and COMPREHENSIVE NOTICE TO BIDDERS: • Revised paragraph one to read; . vWill be received at the Purchasing Office until 1 :30 p.m., Thursday, July 3, 2008 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. 2. PART B-M/WBE POLICY: / • The City's M/WBE goal on this project is 17% of the total bid. Revise this goal on the SPECIAL INSTRUCTIONS FOR BIDDERS, SUBCONTRACTORS/SUPPLIERS UTILIZATION FORM, PRIME CONTRACTOR WAIVER FROM, AND GOOD FAITH EFFORT FORM. 3. PART B -BID PROPOSAL: • Replace Part B-Proposal -Page 1 of 28 through Part B-Proposal -Page 28 of 28 with Revised pages Part B-Proposal-Page IR of3SR through Part B-Proposal- Page 3SR of 3SR. / .,,.- • Contractors are required to bid both the Base Bid-Green Cement and Alternate No. 1, Regular Cement pro~sal sections. Addendum No. 1, Page I of2 f rum:bw - 8174464336 06/24/2008 14:28 1206 P.003/039 • The Contractor must submit the Green Cement Compliance Statement at the time of the Bid Opening for the compliance of any anticipated supplier. 4. PART DB -SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS: • Replace Part DB, Page SP-20 with Revised page SP-20R A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered ''NONRESPONSIVE,'' resulting in disqualification. ISSUED BY: A. Douglas Rademaker, P.E., Director Byte~~.,µ...:..,~~~~ Co pany:C Of\ CA±Sf x-0wst-MLf 1'8i!!1B'-f '!tr,' , , s 5 Chris M. McCoy for; ~ Address: fb · f:o.r. f S l/ Y6 Gopal Sahu, P.E., Project Manager City: F-lvJo-1 th State:\ j _,,;.,".\.,, --~-~ OF' r· "' -.. ,-·\.,···••,,l.t \\ ~,., ...... * ··tJI ,,, ',f .. : . . .._ I . ~~·.· . ~···', (9. 1'*: . . . :•, c; ·r ·· ............................... -...•.. .,_ IJ ·, ~ .. ~.~~~~~.~~f.~ .. J ·'e. '~ \ 83·867 ".: J ··~~-.. i/,-~~~ ....... ~ ' . . .• '"C."-' ·,•· . . . ,tss,~····~tt.~ , ,,. ""AL _T.._-·. . . ,,,, .... --·.·. '. 6-24-200 . · . Addendum No . 1, Page 2 of3 Frnm:bw ,- I 8174464335 07/02/2008 12:27 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 To the Plans, Specifications & Generai Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 Original Bid Date: June 26, 2008; 1 :30 PM 11208 P.002/002 Addendum No. 1 Bid Date: July 3, 2008; 1 :30PM Addendum No. 2 Revised Bid Date: Thursday, July 10, 2008; 1:30PM Addendum No. 2: Issued July 2, 2008 This Addendum, forms part of the Plans, Contract Docwnents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification docwnents for 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 2 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. PART A-NOTICE TO BIDDERS and COMPREHENSIVE NOTICE TO BIDDERS: • Revised paragraph one to read; ... wj(l be received at the Purchasing Office until 1 :30 p.m., Thursday. July 10. 2oogL/and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. · A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered ''NONRESPONSIVE," resulting in disqualification. RECEIPT AC/,;n,EDGEMENT: By.¢L~ c~ cCbosi:iu 1. t 1001;<,UO By: -..,; , "'-....._. rv..... Q Chris M. McCoy for; ~ Address: 'tU·c:t):{. \csl.fl{[S'. Gopal Sahu, P.E., Project Manager ISSUED BY: A. Douglas Rademaker, P .E., Director Ci~ 8.,W 0 ~::V::::) State7J< Addendum No. 2, Page 1 of 1 Frnm:bw 8174464335 07/03/2008 15:04 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 3 To the Plans, Specifications & General Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 CityProjectNo. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 Original Bid Date: June 26, 2008; l:30 PM Revised Bid Date: Thursday, July 10, 2008; 1:30PM Addendum No. 3: Issued July 3, 2008 1212 P.002/010 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 3 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. PART B-BID PROPOSAL: • Replace Part B-Proposal-Page 14R thru 23R of3SR with Revised pages Part B- Proposal -Page 14Rl thru 18Rl of35R. • Replace Part B-Proposal -Page 26R, 27R and 30R of 35R with Revised pages Part B-Proposal -Page 26Rl, 27Rl and 30Rl of 35R. A signed copy of the Addendum should be included in the sealed bid envelope at the time of hid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to he considered "NONRESPONSNE," resulting in disqualification. RECEIPT ACKNOWLEDGEMENT: ISSUED BY: By:~ ~~s£cCi:rrenf,J\A(t),l \f',lfiay: "',' p ~ ...... f\r\ a._ -, l Chris M. McCoy for; ~ Address: ~ · L,.l}1::-'S4 \j~ Gopal Sahu, P .E., Project Manager A. Douglas Rademaker, P .E., Director City: F--L \ A) Q{tr State::1K Addendum No . 3, Page 1 of 1 Frnm:bw . 8174464335 07/08/2008 13:55 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 To the Plans, Specifications & General Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 Original Bid Date: June 26, 2008; 1:30 PM Revised Bid Date: Thursday, July 10, 2008; 1:30PM Addendum No. 4: Issued July 8, 2008 11216 P.002/004 This Addendum, forms pa.rt of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 4 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: - 1. PART B -BID PROPOSAL: • #eplace Pa.rt B-Proposal-Page 14Rl with Revised page Pa.rt B-Proposal -Page ·14R2. • ileplace Part B-Proposal -Page l 8Rl with Revised page Pa.rt B-Proposal -Page 18R2. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered ''NONRESPONSIVE," resulting in disqualification. RECEIPT L:WLEDGEMENT: By.#~ Co~::is.e (U'MSro l (;j ;VA Address: ~0 ~ \ <; '-\' \.J £) City: ( t.W12tt:b,, State:Tp_ ISSUED BY: A. Douglas Rademaker, P .E., Director By: 't:,", '= ~ D Chris M. McCVor. ~ Oopal Sahu, P .E., Project Manager Addendum No. 4, Page 1 of 1 From:bw .... 8174464335 07/08/2008 16:27 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 5 To the Plans, Specifications & General Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No . 5396 Original Bid Date: June 26, 2008; 1:30 PM Revised Bid Date: Thursday July 24, 2008; 1:30PM Addendum No. 5: Issued July 8, 2008 1218 P.002/002 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 5 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: 1. PART A-NOTICE TO BIDDERS and COMPREHENSIVE NOTICE TO BIDDERS: • Revised paragraph one to read; ... will be received at the Purchasing Office until 1 :30 p.m., Thursday, July 24, 2008 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. ISSUED BY: A. Douglas Rademaker, P .E., Director C anMY\c,k,• 4 umc;,\:x:U Uj DV\.. Address: ~D • e~ (64 4<$ By: 't:,' r ,. ~ Chris M. McC\,?or; ~ Gopal Sahu, P .E., Project Manager City: FLWZXl:bstate~ Addendum No . 5, Page I of I ~ "From :.bw • 8174464335 07/16/2008 16:41 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 6 To the Plans, Specifications & General Contract Documents 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 Original Bid Date: June 26, 2008; 1 :30 PM Revised Bid Date: Thursday July 24, 1008; 1 :30PM Addendum No. 6: Issued July 16, 2008 1219 P.002/041 This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (Proposal Signature Page) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for 2004 CIP Neighbomood Street Project, Year 4 & 5, Contract 41, City Project No. 00441, Water Project No. P253-602170044, Sewer Project No. P258-702170044, DOE No. 5396 are hereby revised by Addendum No. 6 as follows: SPECIFICATIONS & CONTRACT DOCUMENTS: '1('p ART B -BID PROPOSAL: • The Bid Proposal shall be removed in its entirety and replaced with the enclosed revised ~id Proposal. ( · · 2. PART DB -SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS • ""-eplace Page SP-42 with Revised page SP-42R • v"A.dd enclosed HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 and 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY. (Pages SP-44 and SP-45) M>PENDIXB • Enclosed Typical Traffic Control Plan "221," "F-1," "F-3," "P-1" and "General Notes" shall become part of the Specifications and Contract Documents. Addendum No. 6, Page 1 of2 • From ~bw .: 8174464335 07/16/2008 16:41 11219 P.003/041 ', L A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered ''NONRESPONSIVE," resulting in disqualification. RECEIPT AC pany:~,:;ke ( G,oQ-uLt,f ~ Address: f)o . f?ot, ISY tt-8;' City: F-t, WQi:t:Y'\state:$ Addendum No. 6, Page 2 of2 Frnm:bw 8174464335 06/24/2008 14:34 1205 P.039/039 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 bums 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 . 42. 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. 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. PAY ITEM-7" 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. 04/15/08 SP-20R From:bw ~ 8174464335 07/16/2008 16:46 11219 P.034/041 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 relnstallation is completed. Work shall not be perfonned on certain locations/streets during "peak traffic periods" as detennination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." SP-42R - Frnm:bw 8174464335 07/16/2008 16:46 11219 P.037/041 .. .[ 5 0 N Fl ogger 2 Fl ogge r s required wheneve opposing traffic required to use some lone . Floggers shall be i n constant radio con toe t. No congregroting oround flogger stations . Flogger stations must be lighted ot night. ENO ROAD WOR ,,. a a a I: 0 0 0 0 0 0 0 .. D a ,_ ~ £ND Q'. WW Lo. z Lo. 0 :> N CD ROAD WORK Floggor Requir ed On CoUec t or/Residentiol Streets . Add;·tionol F'1oggers hAoy Be Required Doper,dlng On F'ield Condi t ions . ~ This pion is submitted fo r TCP. I cer tify this pion will be used for the fo ll owing l ocotio n<s>= ~ Se.\ !LOS. .S.-\- LJJ < ond that oil chon 0 Signature: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS .~ ~·*« b"t..1 \\S-'t,~'f ~'.';; , lil. ~J .;'"-St devices will conform to "Generol Notes" as shown on the bock . Note : Dote : T"/ 1 t} b8 TYPICAL T WO WAY STREET LANE CLOSURE See reverse side for General Notes ond Device PL AN 11 2 2 111 Frnm:bw -. ( ., f tf ..J a. 0 0 N ' 0 ,., ::: w I-< 0 8174464335 l;/ml _./_ , -f . lliJ <@>~ <@> T II) X ¢=:J .... u . llWN Ll)H'ii 07/16/2008 16:47 1219 P.038/041 t ... ~ :z .... w w 0:: .... "' 1-w ~ .... Vl -, 1l ~ r .I. ROAD CLOSED This pion is submi tted for TCP . I certify this pion will be used for the follow ing -$ 9r\5i7r91r ..So.\-\?g.U~\>''" ~,t,,)\N\,, St , N\-)7-\~ ,>j, and that all channelizing devices will conform to "Gen eral Noles " as shown on t he bock . CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Dote : '9-} 1 t, } 0 8 FULL STREE T CLOSURE DETOUR From:bw '· ... .-~~- ( ' ,. ( -M I "'-- ( 8174464335 07/16/2008 16:47 1219 P.039/041 .. ' '@J t ·@) ~ i 1t li • Il --l]JlllS This plan Js subMltted for TCP, I certify this plan w t l l be used for the fol lowing loco:tton<s>• and that all channe t tzl devices will confor~ to •General Notes' as shown en the bock. Slgno.ture: f-!. Do.te 1 -::;-) I b / 0 a CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS FULL INTERSECTION CLOSURE DETOUR No ~' Sew r evwrse side For Genwrol Notws and Device S cln , M II F -3n .. I l _I lilliil I I ' -1 Frnm:bw 8174464335 07/16/2008 16:47 11219 P.040/041 ·i ·o 0 N ' !!2 ' !2 w !;j: C < . ' SIOCWM.K CLOSED This plan is submitted for TCP. I certify this pion will be used for the following locotion(s}: Se),..O:L ,S~ I t>c ,.\.,., ~;(9,..,~(~ Si: N'i. ~-t~""' S:\ f and that all channelizing devices will conform to "Generol~otes" as shown on the back . Signature: ~~ld-1:::S::Z:/ Dote: 1· f lb/ It)~ CITY OF FORT WORTH TR ANS PORT A TION AND PUBLIC WORKS SIDEWALK CLOSURE DETOUR Note: ee reverse s• e or PL AN " P -1 " ·1 •·· ·' I from:bw G 8174464335 07/16/2008 16:47 8219 P.041/041 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas Manual on Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in accordance with the current edition of TMUTCD . 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings, channelization must be made dominant by using a very close device spacing. This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline . In such locations, channelizing device spacing of 10 feet Is required. · 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes . 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass wherever pedestrian movements are affected by construction activities. All sidewalks and crosswalks shall be accessible when contractor is not working unless otherwise approved by the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures . The contractor shall provide one (1} stand-by unit In good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. 7. City Traffic Engineer and/or Inspectors may require additional traffic control devices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Lenoths (L) Feet S~cinc::i Posted 10' 11' 12' On a Taper On a Tangent Speed Formula* Lane Lane Lane . (Feet) (Feet) MPH Offset Offset Offset 30 150 165 180 30 60-75 35 L=WS 2 205 225 245 35 70-90 60 40 265 295 320 40 80-100 45 450 495 540 45 90-110 50 L=WS 500 550 . 600 50 100-125 *L= Taper length In feet W= Width or offset In feet S= Posted speed Note: Buffer Zone will be 25 feet (maximum). LEGEND Cl c:J lhl o=° l:m:i:I Channelizing drivlcos Trailer mounted arrow display Flagger Barricade ·-Suggested Sign Spacing (Feet) ·x· Dimension 120 160 240 320 400 i l I i I i f l. l j ! I i i ! f i I l ·' Co Q'1::f::S e ( CoGs+rucA-i'cYI -rx . '-'° Contractor ' Street Addres s Gc-t Wo <±n , ---Y-e.>CsA s 7 & 119 City & State Telephone Je"''j, Cooo±se c Contact Per CONTRACT DOCUMENTS City of Fort Worth 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 City Project No. 00441 Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No. 5396 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Stream Water Group, Inc. ENGINEERS + PLANNERS + SURVEYORS FORT WORTH, TEXAS MAY 2008 .... - -. - - PART A 1. 2. 3. PARTB 4. 5. PARTC 6 ; 7 . PARTD 8. 9. 10. PARTE Waterand Sanitary Sewer Replacement Contract 2004, STM-D City Project No. 00441 Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No. 5396 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS Notice To Bidders Comprehensive Notice to Bidders Special Instructions to Bidders (Water) Fort Worth M/WBE Policy Part B -Bid Proposal Part C -General Conditions Part C1 -Supplementary Conditions Part D -Special Conditions Part DA -Additional Special Conditions Part DB -Special Provisions For Street And Storm Drain Improvements General Specifications for Water Department Projects (Not Bound Herein) PART F -Contract Documents 11. Certificate of Insurance . 12. Contractor's Compliance with Worker's Compensation Law 13. Conflict of Interest 14. Vender Compliance to State Law 15. Payment Bond 16. Performance Bond 17. Maintenance Bond -Blue- -Pink- -Yellow- -Yellow- -Green- -Green- -Green- - - - - - PARTG Water and Sanitary Sewer Replacement Contract 2004, STM-D City Project No. 00441 Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No . 5396 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS (CONT.) 18. Contract APPENDICES APPENDIX A-Standard Figures and Details APPENDIX B -Traffic Control Plans APPENDIX C -Permits and Easements APPENDIX D -Soil Bore Logs - - 1. 2. 3. PART A Notice To Bidders Comprehensive Notice to Bidders Special Instructions to Bidders (Water) -Blue- - - -1- NOTl,CE TO BIDDERS - - Sealed proposals for the followin g: PART A NOTICE TO BIDDERS FOR: City of Fort Worth, TX 2004 CIP Neighborhood Street Project, Year 4 & 5, Contract 41 City Project No . 00441, Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No. 5396 .J \A '-'l d-ij Addressed to City of Fort Worth, Purchasing Di vision, 1000 Throckmorton Street ort Worth Texas 7 6102- 6311 , will be received at the Purchasing Office until 1 :30 .m. Thursda une !oo8-and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers . Plans , General Contract Documents and Specifications for this project may be obtained for a non-refundable fee of $60.00 from the office of the Engineering Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders. A pre-bid meeting has been set for June 17, 2008 at 3:00 P.M. in the Department of Engineering conference room. The major work will consist of the following: This project consists of installing, testing and construction of water line, sanitary sewer, storm drain, and paving improvements for four residential streets. The water line improvements consist of approximately 4,185 linear feet of PVC water pipe, 17 gate valves, and 4 fire hydrants. The sanitary sewer improvements consist of approximately 3 ,305 linear feet of PVC sewer pipe, 195 linear feet of DIP sewer pipe and 16 standard 4-foot dia. manholes. The storm drain improvements consist of approximately 205 linear feet of 6 ft. x 3 ft . box culvert, 231 linear feet of 5 ft. x 3 ft. box culvert, 60 linear feet of 10 ft x 9 ft 3 span multiple box culvert, 268 linear feet of 21 inch through 36 inch reinforced concrete pipe, 2 headwalls, 5 junction boxes, and 9 inline inlets. The paving improvements consist of approximately 14,734 square yards of 7 inch reinforced concrete paving, 8 ,227 linear feet of7 inch concrete curb , 12 ,203 square feet of 6 inch driveway and 32,278 square feet of 4 ft. concrete walk. As mandated by Fort Worth City Council Resolution 3535, all cement utilized for this project shall be procured from a kiln utilizing a dry kiln process or from any kiln that does not produce an excess of 1.71b of NOx emissions per ton of clinker produced. Bidder shall submit the 'Green Cement Policy Compliance Statement' at the time of bid opening of the project. A copy of the Compliance Statement is included in the Contract Documents. Failure to comply with the 'Green' Cement Policy shall be grounds for rejecting the bid as non-responsive. For additional information , please contact Mr. Gopal Sahu, P.E., Project Manager, City of Fort Worth - Department of Engineering at (817) 392-7949, and/or Mr. Shamsul Arefin, P .E., Project Manager, Stream Water Group, Inc. at (817) 446-4171 Advertising Dates: May 22, 2008 May 29, 2008 - - -2- COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: CITY OF FORT WORTH, TX 2004 CIP'Neigbborhood Street Project Year 4 & 5, Contl'act.41 CITY PROJECT NO. 00441 WATER PROJECT NO. P253-602170044 SEWER PROJECT NO. P258-702170044 DOE NO. 5396 Jv.lf ;;,tf Addt~ss,edtQ City ofEott Worth, J?yr:clfasing Division, l.000 Throckinorton Sq-eet, Fdrt Worth Texas76 to2 .:63 n, Will be rece·ived at the Purchasing Office until 1 ·::10 p;nt.,. Thursday, Jnne ~ and tlfen _publicly opened -and reacfaloud .at 1:00: p.m. ip the· Coum:'il Chambers-. Plans., Oen~ral Contract Docu~~ms-and Specifications for th.j s project may be qbtained for a ·non -re.fundabfo f¢~ of$60.00 -ttort1,)he office ·ofthe Ertgioeering .Department,Municipal Office Building, 1009 Throckmorton Str~et,. Fort Worth, Texl)S 7~102 .. These documents -contain additiQna'.I infonnation for prospective bjdderih A p.re~bt<I m·e~ting has ~een set fol' ,Tune 17, 2008 at 3':00 P ;M . ·in the Department of Engineering confere~ce room .. AUbidders ·,wHl be reqµired ~o comply withProvisions ,5.f 59a'of "Vernnn Annotated Civil Statutes'? ofthe State oftexas with.respectto the P.aymentofprevailitl1n~age ·rates ;an9 Cliy Orcfinam~esNo. 727'8, as'amended by City Oi:dinance No. 740Q, Fort .Worth City Code s ·ections I3-A~2l lhrough l 3-A-29~prohibiting0 discr 1m:jnaticm in employment practices. The major work on the above project'shall corrsist o-flhe following: This ptd)et;t :coo'sists of instal'l1ttg; testing :art:d 'cton.sttu,cti<>n ofwate.r line, :;anitary sewer, st9rm dta:.in, and p_aving impro.vemenWor0foun'es f dentia f streel:$: l;li'e ~ater fine Jmptoveroents:c.ons'ist of agprox:unateJy '4, 1 g:s 'linear fe~t of PVC }Yii~~r 'pip,~,. 17''}~~te,valve~, an·d 4 'f'ire:hY~rM~; :fhJ: sanit{hy$ewe timproveme11ts ~¢:ons·isf ofa,pproxitnateJy 3,305 l!)Jear fe~l of PVC, $ewer pipe, 1g~ linear fe,eJ p(DJP s,wet pipe an:ct 16 stand,ar.d ~fd.ot. di~ nxfu:tho1.¢s. Tile stonn dr.a:)n . inJ-pr!}yeqien:ts .CQl'!sist of ~pp,to~im~t~IY:205 '.H~e.tir f~t:t of . 6. fl.;:,x.~ .f'.t box'~JJlvert,.~? 1 li~.ear feet .of~ ft; x·~ fl box ~ulve tts ,6.0 lm~ fee,t-of l O,Jl' ic 9Jl 3 :~pJm: m,q ttu?Je • b~x. cu'IVei;t 26.8 hh~ar feet ,.of.Zl m,qlr throµg~ l6 melt re.m(or~ed . cqrt9:~te: p·~p~; 2. h~adw11.!ls~,5 j~_~c~ion: .bo)(e·s, an:j 9 Jnliit'e ~le~> Th~ _p~vir.ig. ifi?P,tovements consiS H>! apprQ~imate:1}'. 14.,Z.34 ~quare _yar<Js-of7 111ch:remforced-concretepav1ng; s,i27· hnear feet of 7 lhch concrete curbj 12,203 SQ\Ja(e feet 0(6 inch driveway and Ji;27s square feetto'f4 ft cqne_rete ,waik. . Incfµded in:'tlie abovewi.ll heall other m'i scellaneo.usifemsof cpnsjructi~n;~ outlined intbe Plans and -~pecifi~ati'on-s. The inrprov~ments .:i ncluded ,in th i's project mustbe pertormed ~y'.a ~ontcactor'who is pre;;qualified by tfre Water Departtnentat 'the time ofbid operiJng: The procedures for pre .:qualincatfon are ·outlinei:Un the HSpecial Instructions To Bidders (Water Department),.!'' Dte{Jity resewes ·the,ri_ghtto ,rejectcany and/br allbjds and waive any andfor all fonnalities. AWARD .OFCONTRACTt NoJiid may'be-1.wfthd'ra:wn until the:·expfratfon :of.nine.ty[90}days from the d.13te ,the· MBE/WBE UTILIZATION FORM $tJlJCO~-TRt\C11QR/SJ'.WPL{Ell0'tILIZATION':FOR_M,PQ.lME'.G0:\'1TMCT'OR,WAIVERFOitM;.G.00D ~AITHE'FFORT .FORM-with Documentation ,and/ort'he ,J .Olrfr VFtN:'.fURE FORM-as approprfate isreceived·by the Clty~ The award of'corittact, ff made, will be withihni'nety (90) days:·aftedhisdocumentation is ,recei:v.ed i ·but'ifl'no case wilt-the award .be,mademntil:all the,necessary,investig~fionsr,are ·made:a:s ,t o ·the responsibility of1hebidder to whom it is propose .d to :award the contract Bidders:are :responsible for ,obta'ining all addenda to the contract ·documents and acknowfodgingreceip i-of the addenda 'by initialin,gfthe ~ppr~piiate ;spaces on fhe.PROPO'SALform(s). Bids that do not acknowledge recetpt ofalladdenda may be reJected ,as being .·mm-responsive , Information regardin,g the status of addenda may be obtalhed by contacting 1he Department ofErrgineering at (817) 392-79.10 . As manda,ted .by Fort Worth ·City,Co.uncU.Resolution 3535,:allcement utilized fodhis project-shall be procured from a]dln utiliiing,a .dry'J<iln -process,.or,from .any kiln thahloes: not produce an excess of 1~'71b ofNOx emissions per ,ton · o( clinker produced . . Bidder shallsubmit.the 'Green Cem.en_fPolicy·ComplianceStatement'·at th dime of bid opening:of the project A copy•of the. Compliance"Slatemelit is .includedJn the Con.tract:Documents.,Failure to comply with the 'Green' CemenfPolicy shall be:grounds (or .rejecting the bid as non-responslve. In ac _cpr.d .with the: City pf F.ort Worth Or,diriance No. 1-5530, the City ofFortWorth has goals forfthe participation of . minority busirless enterprises ano women business enterprises in City cotitra·cts. A copy of the Drdiiiance can be oblained -1- from .the office of, the City Secretary.. The bidder shalt .submit the MBE/WBE UTILIZATION FORM, SUBCONTRAC'tOR/SOPPLIER UTILIZATION .. FORM, PRIME .CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with "Documentation!') and/or the · JOINT VENTURE FORM .as appropriate. The Documentation mustbe ·reeeived no later than ,5:00 p.m., five (5) City bus1ness days after the bid opening date. The bidder shall obtain .a receipl from ,the apP,r.opriate ·etnplOY.ee of:the managing,oepartinenfto whom d~live1;)"was made. Such ,receipt-.shall be-evidence 1hat:the d6comenta:tion was rec.eived by tne City . Failure to comply shall render the bid non-respons:iv.e. Prospective, b'idder.s.:ar:e. hereby advised thatthe City lias no.t a~uu:ed .-fitl ne.cessazy ,easetnents fotlhe .. constructio:n of the prqjecL It is .antic.ipate_d that .the. :_necess~cy e_asemerits ' :wiU ha-ve: b:eeil ac·qµit(:d J;,y the Start of construcJiOtJ. No c.ortt:p~nsatio.n :;Ii&,11 lte pr<jvid~d .for.de)ays ff litck .ot executed e·asefrtent(sJcausew6rk st.oP,plfge -and the .contractor shall honor his u·nit bid. prices for th e"'pr:oject, l'he ConttatJoi; shall b~ p,:epared to cotnmenpe ,cot1Strucfi9n witbounill exec.ut¢d.easement and Ptirmits;aod shill submita s¢h¢tluie to the City ofhow-constructfon will protreed in the otlrerareas of the project that do not require easements or permit&. Th¢ Mam1gil)g Depactm:ent for this proj~ct is .the Department of Engineerin,g: Fot ar.fd#ioni;l'l_ infonn:atlm), please .contact Mr~ Gopal Sah~, P.E:, Project ·Manag~1;, City,ofFort Worth " Department of Er:rgi_ne~ring:a_t (8 1:1) 192-1949, and/or Mr,-Shamsul Arefin,-P:.E.; Project-Manager,, Stream Water .Group, fnc. at (8 f7) 4'46:.4171 Dale A •. Fisseler, P.E, City ·Manager Marty Hendrix Qif:ylSecretruy A.,;Oouglas &ademaker!J 'P.E ,,,,Dir;eotor Department ofEuginee.rTng A~vedJ$ing P}~te~:- May,22, 2008 . "".2- -3- SPECIAL INSTRUCTIONS TO BIDDERS (WATER) - - - - - SPECIAL INSTRUCTIONS TO BIDDERS 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. t) 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 09/10/04 1 - - - - - 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 o f the General Conditions is deleted and replaced with the following : (a) The contractor shall comply with all requirements of Chapter 2258 , Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of Right to Audit, under paragraph L of Section Cl : Supplementary Conditions To Part C -General Conditions, pertain to this inspection. ( c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. ( d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas . 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Port 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. 09/10/04 2 - - - - "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 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 warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with 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 09/10/04 3 - - - FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate . The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive . . Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts ( other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. 12. FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. 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. 09/10/04 4 - - - - 4. 5. Fort Worth M/WBE Policy Part B -Bid Proposal PARTB -Pink- - -4- FORT WORTH M/WBE POLICY -, - 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 $2s ;ooo or more, the M/VVBE goal is applicable. If the total dollar value of the contract is le.ss 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 participa t ion by Mi nority 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. M/WBE PROJECT GOALS 1'7 9) The City's M/WBE goal on this project is j§ % of the total bid (Bal e bid applies to Parks and Community Services). -ti\_~~ ,a-J... 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 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 openinQ 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 open ing 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 b id perform all subcontracting/supplier work : opening date, exclusive of the bid openinQ 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 RESUL:T JN THE BID.BEING CONSIDERED. ' , : ; ' ' ' ' . ' . ' ' NON-RESPONSIVE TO SPECIFICATIONS . • '. ''. / ' ~ :{ Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 11/11/05 FORT WORTH Attachment 1A Page 1 of 4 ~ City of Fort Worth Subcontractors/Suppliers Utilization Form Prime Company Name: Project Name: 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 ,x 0 City's M/WBE Project Goal : UV~ Prime's M/WBE Project Utilization: ~. I </ ~1 r, ()(J-j j y I ./ . o / (';. '( vt,ow\~ ~~~ LJ:) l) Ce.Me""+ tl\./t~"' Check applicable block to describe prime M/W/DBE NON-M/W/DBE BID DATE o 1 J d-1 oa- PROJEC City Project No. 00441 Water Project No. P2S3-602I70044 'Sewer Project No. P258-702170044 OENo.5396 Identify all subcontractors/suppliers you will use on this project 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 . ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AW ARD. 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). Rev. 5/30/03 I .... I I fORTWORTH ~ Attachment 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of statu s; i .e., Minority, Women and non -M/WBEs. Pl ease li st M/WBE firm s fir st, use additional sheets if necessary. Certification N {check one) 1,p 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 R 0 B E E C T E A --(y-1).. l, IC. i J-......., ROBERT GRANADOS TR UCKING H-ct. (.,A. \ a +-j 8'7, &bD · ot> 4608 Sandage I ,/ Su fpJu.s Fort Worth, Texas 76 11 5 (817) 875 -2400 toY1C.-N-+-e..... ,~ ~;m;x '$ ~9(,,, 50!)_ COWTOWN REDI-MLX PO Box 162327 I v / Fort Worth , Texas 7616 1 V (8 17)7 59-] 9 ] 9 f (8 ] 7)7 59-] 7 16 JVCI.~~ 'c..-$ 3 1 ooo,00 Road runn er Traffi c Suppl y, In c . l...-oYl-+V"o I 32 00 Marqui ta Dri ve I v SL{ ppH e.s Fo rt Wo rth, Texas 76 11 6 ph one: 8 17-244 -4 524 fax: 8 17-244-4819 Tru Blue Serv ices, LLC I+ yd rvmu lc n i I ooo,OO 87 16 S. Water Tower Rd . s~e.cl I~ I Fo rt Worth , Texas 76 179 I i/ ph one: 8 17-9 17-323 8 T'1 $ /, ~ooJfD :r::-y\ ~e, ct-; 0v, Magn um Manh o le Comp any v' L,i -n...Q.S 3 14 S. Kirby Stree t I Garland , Texas v(2 14) 687 -2293 fax(9 72 ) 23 1-3934 .p; p-e. I .c I H ; v'f)S {)6 $Jg&,,i)g, NATIONAL WATERWORKS /v ~Vo.Ives PO Bo x 84 0700 l Da ll as, Texas 752 84 (800) 252-1557 Rev. 5/30/03 I I - fORTWORTH ---..,.---A ttach ment 1A Page 3 of 4 Primes are req uired to identify ALL subcontractors/suppliers, regardless of status; i.e., Mi nority, Women and non-M/WBEs. Please list M/WBE firms fi rst, use additional sheets if necessary. Certification p (check one) ( SUBCONTRACTOR/SUPPLIER r T Detail Detail Company Name I N T C X I Subcontracting Work Supplies Purchased Dollar Amount Address e M w Telephone/Fax r B B T D \ R 0 E E E C T E A Asphc,.. 1+ $ lf ()OD · o Z) R EYNO L D S ASPHALT & ) C O NSTR UCTION C O M PANY vv PO Bo x 370 I Eu less , Texas 76039 (8 17)267-3 13 1 R ev. 5/30/03 I FORT WORTH -----...,..--- otal Dollar Amount ofM/WBE Subcontractors/Suppliers o? '2d 06 Total Dollar Amount ofNon-M/WBE Subcontractors/Suppliers '°o <? . . , - TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ I $ t )' Attachment 1A Page 4 of 4 6 '1 / 1 100 · D D / Cj O <g /~. O D I ,c D() 5 8 J-) 7/f;. --'The ''Cont.ractor wili not make additions , del~tipps, or substitutions to . this ·Certified list \vithout the pri or . approval ,of tlie ·,·: , \_.,>., _ f~:'j!' c ~<s,:l· , ~. . , , • • . ·. ~.. ., u •, , ,,· . , ,. -, -.• ... _ ~ ._ . MinoqJ~: an4 '\Yogi.en Bus.iness :Ent~n,ris.e. Office M,apager or1,,d~signee through the :sub!iiitt al ofa Request forApprovat ,o ;· .Cha'tigef)fildition . · Any u.hjustifjed change or deletiQri shaJl be ca)naterial breach of contract arid may resulf in debamieQt in •. J·· . .,/': '-··"'· "~--, .,. '>_ ""-. '_-_,.. , ... If .. • __ ,.--. ...,v_:·_" . , .c ;'? ,'f:.;,,-" ,.'. ,· ·_:.r . _.--. ,;~_ > ~~ i . .,. . ~ -~ , -·· ·' 0:hc~wr<b'\f,ith_J he jrocedur:e,s ·'out~ed f tq.e· ordinance. ~'(he yontractor shall ,sµnmit a detailed ex~lanati9p _of how 'the /X:.eqt'.e~ted cllap.gtiladdition p,r ' defe.tip ffjill ~ffect the COIIllllltfed M/WBE goal. If tB.e detail explanati6n is not submitted, it ' wili1,affect the fmal ·co~pliance dete~ination: ' /' . . ,;, . . . '· . 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 '·nowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period Jf 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. Printed Signature / Title rnm::\S-Q C CDDStnJ tl '·o:o =rx) LP Company Name 9'ntact Name/Title (if differe!l!) _ . rho1'.(G F CA.'f-• Cll]-53Y -/7Y ~ 817-53t/;L/55 {0 Telephone and/or Fax ~D.bw. \::SLfY~ ' cl g ~~ ~ 0.,pCCtl5-Q ( LOYD Address ~ail Addr s City/State/Zip O 1 / ;J..1-f l 08 Date Rev. 5/30/03 PRIME COMPANY NAME: D PROJECT NAME: City of Fort Worth Good Faith Effort Form LP 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 City's M/WBE Project Goal: City Project No. 00441 Water Project No. P253-602170044 Sewer Project No. P258-702170044 DOE No. 5396 Attachment lC Page 1 of3 Check applicable block to describe M/W/DBE NON-M/W/DBE BID DATE 0 lf"Y,OU have failed to secure M/WE3E ,participation aricl;'.you t:iaye subj:o~tracting'and/or_supplier opportunities or if your' 6ee·~articipatlon is'i~ss than t'he·'city'sJ>roject goa'i,'yc;,tf ~ complete lllis form. . . , ··, ,. . . , If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2"a tier. (Use additional sheets, if necessary} List of Subcontracting Opportunities List of Supplier Opportunities YY1' Rev. 05/30/03 2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. /ves Date of Listing __Q.5._t 0 ] I 0'8 __ No Attachment IC Page 2 of3 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? · --6 es (If yes, attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) __ No 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? ~s (If yes, attach list to include name of M/WBE firm, person contacted, phone number and date and time of contact.) __ No NOTE:. A 'facsimile may be used tc:fcomply-'with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, Wtlich is to provide M/WBE name, date, time, fax number and d~cumentation faxe_d. ' .. ' ' " ' NOTE:.~,lft_~e . list of M/WBEs "for a 'parjicular subcontracting/supplier opportunity is ten (10) or less, the bidder niu-sJ contae:t the entire·listto ... b~.Jn compliance with questions 3 and 4, If the list of M/WBEs for a particular subcon'tracting/s'upplier opportunity is ten (10) pr more, .the bidder must contact at least two- thirds tit3) of the list within such area of opportunity, but' not less than ten to · be in compliance with qu'esti9ns 3 and 4. . 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plc}lls and specifications in order to assist the M/WBEs? ____j,{yes __ No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessarv, and attach.) Company Name Telephot;,e Contact Person Scope of Work Reason for Rejection ,L J ) n. L,;n r Jt ,d .,, ~rJ-fvA / Rev. 05/30/03 ADDITIONAL INFORMATION: Attachment IC Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed .on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates 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. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M E Printed Signatu Title Contact Name and Title (if different) Cooo -\S-O ' ( M S:ru Cit; BYJ'JX Lf Company Name 'b"ll -''5 ~Lj -( t43 z17~34 .. Aff;5&, Phone Number Fax Number f?D £vi \'54yg ~Q,((y @2 UX);A+s£-r. LJJ("() Address \Bnail Ad<fress ft. __ u)~o!-:UJ'""'-+;Ji~h~t ---la~I I ~1 -----~J-1-d '-f__( ~og~-- citytstatetzip Date I Rev. 05/30/03 8174464335 07/16/2008 16:41 1219 P.004/041 Jh:50,-f: ~ul:sJ R,p/a cc.A PARTB BID PROPOSAL (This proposal must not be removed from this book of Contract Documents.) TO: Dale A. Fisseler, P .E. City Manager, City of Fort Worth Purchasing Division, Municipal Office Building I 000 Throckmorton Street P.O. Box 17027 Fort Worth, Texas 76102 PROPOSAL FOR: p», adderdU/VYv The furnishing of all materials (except materials specified to be furnished by the City) equipment and labor for the installation of various water, sanitary sewer, and storm drain improvements, and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4 & 5, CONTRACT 41 CITY PROJECT NO. 00441 WATER PROJECT NO. P253-602170044 SEWER PROJECT NO. Pl58-70ll 70044 OOEN0.5396 Pursuant to the foregoing "Notice to Bidderst the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, and Standard Specifications for Street and Storm Drain Construction, with latest revisions, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: Part B-Proposal -Page 1 of 30 - :I ·" .JW • l Pay Item 1 2 3 4 5 CPMS No. BIi). 00591 BIi). 00588 BID- 00618 BID- 00616 BID- 00577 8174464335 07/16/2008 16:41 Unit I -Water Line Improvements 2004 CIP Neighborhood Street Projed Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 1005 LF *Pipe-Pressure-12 Inch (PVC C900 DR14 Water Pipe by Open Cut (All Depths) with Backfill Per Figure A) -Install @ !12<k:\ f i§ vi+- Dollars& ~o Cents per LF 64 LF *Pipe-Pressure-IO Inch (PVC C900 DR14 Water Pipe by Open Cut (All Depths) with Backfill Per Figure A) -Install (a) i:;,-{b~ F; J{)_ Dollars & l~l lJ Cents perLF 3080 LF *Pipe-Pressure-8 Inch (PVC C900 DR14 Water Pipe by Open Cut (All Depths) with ~fill Per Figure A) -Install (a) l b.ia .. ¥-Six Dollars & t.10 CentsperLF 42 LF •Pipe-Pressure-6 Inch (PVC C900 DR14 Water Pipe by Open Cut (All Depths) with Backfill Per Figure A) -Install @ --("h i {b -=f urn t:::: Dollars & JVQ Cents perLF 85 LF •Pipe-Casing-20 Inch (Steel Casing Pipe and Stainless Steel Spacers with 12-inch PVC C900 DR14 Water Pipe)-Open Cut- Install@ -~Q u u~dNhl Dollars & 1'!) ... Cents perLF 11219 P.005/041 Unit Bid Amount Price Bid $ ~g. DD $ lj_g:JJ/0.tJD :I s ~5 .ob $~'ifi?0,0 D I s3b. ob $ )IO '!'ta C() , s 3'i oo $ I 9;g.0D I sd<!Jv-°0 S fl. oOO· ([) *Contractor shall complete the City Approved Product Form on Page Part B-Proposal-28 of30 Part B-Proposal -Page 2 of 30 From:bw . .). ~ Pay Item 6 7 8 9 10 11 8174464335 07/16/2008 16:41 11219 P.006/041 CPMS No. BID- 00573 BID- 00573 BID- 00717 BID- 00715 BID- 00749 BID- 00745 Unit I -Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Unit Bid Ouantitv Unit Unit Price In Words Price a-.~ 60 LF •Pipe-Casing-16 Inch (Steel Casing Pipe and Stainless Steel Spacers with l 0-inch PVC C900 DRI4 Water Pipe)-Open Cut - Install@ 0 ~ Hl.4 ~d Yd E'15l:::d ~ i:-i ve.... Dollars & s l'?S?6 t::,l:O CentsperLF 60 LF *Pipe-Casing-16 Inch (Steel Casing Pipe and Stainless Steel Spacers with 8-inch PVC C900 DR14 Water Pipe)-Open Cut- Install@ · Ot.i:Ri!:lu 1llched S,'h.t"4 ti~ Dollars & $ Lf2.5.oD tvQ Cents perLF 4 EA Valve-12 Inch-Gate Valve w/ Box (Per Figure 3) -Install@ Si 6::1: :c e ,-.Jl:J.Y. J.J d ntri Dollars & ,b.l 0 Cents per EA s / 12,co-°0 '1 2 EA Valve-IO Inch-Gate Valve w/ Box (Per Figure 3) -Install @ --rfie. I I Al lJ I J ,...j d r\.PC'l Dollars & s4,J._oo 00 L~lQ Cents per EA 11 EA Valve-8 Inch-Gate Valve w/ Box (Per Figure 3) -Install @ £l§bt b/._ u )vd !'Ubl Dollars & $ gw.OD tvO Cents per EA 4 EA Valve-6 lnch-Oate Valve w/ Box (Per Figure 3) -Install @ -Se1 l:e~ /{u J\Jd Nb!. Dollars & $ 100,DC NO Cents per EA •contractor shall complete the City Approved Product Form on Page Part B-Proposal-28 of30 Part B-Proposal -Page 3 of 30 Amount Bid W:W-SiS.S.:E::leiN $/~LC{)pD s<]., 100. (Jl) $ ~.I/CO(X) $~(:f_/X)oi $ 25. 8"t?O. ~ ' $d.1 &Do~ fr.om: bw • .:,_ ~ Pay CPMS Item No. 12 BID- 00751 13 BID- 00546 14 BID- 00548 15 BID- 00547 16 BID- 00550 ' 17 BID- ' 00758 '-18 BID- 00762 8174464335 07/16/2008 16:41 Unit I -Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 14 EA Valve-Gate (D-29) -Remove (And Salvage)@ !WO Ll lJ ...Jd ~ Qd Dollars & J\JD ,-Cents per EA 4 EA Fire Hydrant (Per Figure 5) -Install @ /Wen-J '4 rlvf J./u,-0 vted Dollars & • A)r) Cents per EA 4 VF Fire Hydrant-Barrel & Stem Extension - Install@ 0 I}. re Id u. b.) rl M d. Dollars & I £~ lD Cents per VF 4 EA Fire Hydrant (D-29) -Remove (and Salvage)@ ~Y'e-e /+uNd NJd Dollars & l:i2D Cents per EA 82 EA Meter Box-Class A (D-52 w/ Meter) - Install@ F, :£: :b.( T) t::.JQ I ~I I ~rl \A-.Q d Dollars & I L~) n Cents per EA 1488 LF Water Service-I Inch (D-52.7)-Install@ /hi {-b~ Dollars & ' D. l 1::2 Cents perLF 82 EA Water Service-I Inch Tap to Main (D-52.5) -Install@ hi;Jn Liu ,,J<1 Y\O 01 Dollars & 11219 P.007/041 Unit Bid Amount Price Bid s.-mOD s~.~tXJ , s..J,5.oooc $/ 0, {XO,{)(~ ,. $L OO. O'D $ LJ[i).lYD S3l0·0D $/, dt>D oc I $ 1.50.oc Sid 3oo~D I $ 30,DO $ LJ 'l(L_'I O e{ ., tXJ lJD blO Cents per EA s ;?DD $ 1, l/f/) Part B-Proposal -Page 4 of 30 Fr.om: bw • J. ~ Pay CPMS Item No. 19 BID- 00121 20 BID- 00121 21 BID- 00121 22 BID- 00121 23 BID- 00568 24 BID- 00544 25 BID- 00372 8174464335 07/16/2008 16:42 Unit I -Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement Citv Proiect No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price In Words 2 EA Connect to Ex . 12" Water Line (Including Solid Sleeve) (0-52.5) EA ~1'£:1-eei::.) ilurJd N.<4 Dollars & ' 1,20 Cents per EA 2 EA Connect to Ex. 1 O" Water Line (Including Solid Sleeve) (D-52.5) EA --y1, 0 l C ±:. -e e t:.l U: I.U-Je',LY\Oc-.J Dollars& ~21J Cents per EA 5 EA Connect to Ex. 8" Water Line (Including Solid Sleeve) (0-52.5) EA 0AbQ 1hou.SC! t:1c-l Dollars & ~ llJ Cents per EA 5 EA Connect to Ex. 6" Water Line (Including ~id Sleeve) (D-52.5) EA "@ h+ J-+ ~ ,J tl "-1lrl Dollars & l~IO Cents per EA 5 TON Pipe Fittings-Less Than 16 Inch DI Pipe - Install@ m '(\oo ~ l"\l 1 <;:_fl v)N , Dollars & nio Cents per TON I CY Fill Material-Flowable Fill (8 inch Water) (DA-108)-Install@ HJC±~ Dollars & b,{Q Cents per CY 570 LF Trench Safety System 5 Foot (or More) Depth (D-26) -Install @ --r:wo Dollars & b,}1) Cents per LF Part B-Proposal -Page 5 of 30 1219 P.008/041 Unit Bid Amount Price Bid $ ~SIJDtxJ $3i Doo.~ s ~3.oV·tXJ So1, &,DO tJb SL1 DDO,/JtJ s s:~v~ $ <?f:XJ.Ot> s,!£Cl:O/)o $~[W,!Jt> S/S [J:060 -, $ L/D ,to $ Lfo .oo s_~.n~~ 01J $ /,JL/0 · ' Frnm:bw , . ~ Pay CPMS Item No. 26 BID- 00442 27 BID- 00443 28 BID- 00841 29 BID- 00121 30 BID- 00545 31 BID- 00837 32 BID- 00839 8174464335 07/16/2008 16:42 Unit I -Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantitv Unit Unit Price in Words 5723 LF Pavement-2 Inch HMAC on 6 Inch Flex Base-Temporary (2000-IC)-Install@ NiJJL Dollars & A/0 CentsperLF 100 LF Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-IA)-Install@ F; £ ±'::j Dollars& /VI) Cents perLF 180 LF Concrete-~ncasement (DA-SO) -Install @ -re 1'.i Dollars& I\/ 1:2 ,-Cents perLF 17 CY Cement Stabiliud Backfill -Install @ ~ 'i {i:.,~ Dollars & Nn Cents per CY 25 CY Fill Material -Type B Backfill -Install @ Fi f1eetsl Dollars & L~D Cents per CY 25 CY Concrete -Type B (for Miscellaneous Placement)-Install@ TurJ Dollars& ~ Cents per CY 25 CY Conct"ete -Type E (for Miscellaneous Placement)-Install@ l~ t:J Dollars& •"J~ r Cents per CY Part B-Proposal -Page 6 of 30 1219 P.009/041 Unit Bid Amount Price Bid $9 .00 $5/,97. OD ' SI) ()0 $ . $5CDOOD ' s JO.e;o $/fsOO.a , s 3o.0 c $ s,o-°0 $ 15.00 s 375.00 10 .00 vD $ $ c:J.50· . s /v.oo $.)~O·D0 fr-om:bw . . Pay CPMS Item No. 33 BID- 00542 34 BID- 00768 Total 8174464335 07/16/2008 16:42 Unit I-Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price In Words 1219 P.010/041 Unit Bid Amount Price Bid · ~ umwwwwmwmswww 3 EA D-hole-Exploratory Excavation (D-51)- Study@ riv~ ~~J'V~ Dol1ars & s 5"oooo $J ,9Y>pD /\)0 Cents per EA 1 LS Water Service - 2 Inch Temporary (D-52 .8) -Install@ ---( we!~~ --rhouSa YIC"l , Dollars & $hl , IJJ() {D $ le;) {(JJ C() ~o Cents per LS Unit I -Water Line Improvements NOTE Forward Total to Part B-Proposal .... Page 25 of30 Part B-Proposal -Page 7 of 30 fr.om: bw , . ' .J' 8174464335 07/16/2008 16:42 Unit I-Water Line Improvements 2004 CIP Neighborhood Street Project Year 4 & S, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 CAST/DUCTILE IRON FITTINGS SCHEDULE V\IEIGHT NUMBER Per Fitting Total ITEM NO. FITTING TYPE AND SIZE REQUIRED (lbs) (lbs) 1 8" x 6" Anchor Tee 4 /5"0 t. (? 0 2 8" x 8" Anchor Tee 1 /S-o / 'f0 3 12" x 8" Anchor Tee 3 -z..oo Coo 4 1 O" x 8" Cross 1 300 3r;o 5 12" x 8" Cross 1 ?,,.o ? O 0 6 8" x 6" Reducer 5 /() <) foO 7 8" 11 .s· Bend 2 15'0 .JOO 8 8"22° Bend 2 /JO Joo 9 8"45° Bend 11 /S-0 JL {O 10 1 O" 45 ° Bend 8 '20 0 !/ O <> 11 12" 45° Bend 8 2.o o r(oo 12 12" 11.s· Bend 3 zoo f oO 13 8" MJ Cleanina Wve 3 100 q~o 14 1 O" MJ Cleanina Wve 1 ?oO ,:V tP 0 15 12" MJ Cleaning Wye 1 'roo ~ 't~o 16 6" MJ Solid Sleeve 5 I~() l.,06 17 8" MJ Solld Sleeve 3 ,_;-o 'ff"O 18 1 O'' MJ Solid Sleeve 2 u~o :JoD 19 12" MJ Solid Sleeve 1 2,oO z_.e;6 Total 11219 P.011/041 Weight • __ o __ C_lbs_) ..... 0.00 (Tons) NOTE: Contractor is responsible for the correct quantity totals of all fittings and specials . Part B-Proposal -Page 8 of 30 Fr.om: bw . ~ . Pay Item l 2 3 4 5 6 7 8174464335 07/16/2008 16:42 11219 P.012/041 CPMS No. BID- 00351 BID- 00332 BID- 00331 BID- 00213 BID- 00214 BID- 00196 BID- 00218 Unit I -Sanitary Sewer Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 3233 LF •Pipe-Sewer-~ Inch -SDR35 (All Depths) - Install@ --fh i '-b.-~ 'i="~ J.L Dollars & D!Q CentsperLF 195 LF *Pipe-Sewer-8 Inch -DIP (All Depths)- Install@ ~Yk~ ~j v-e__ Dollars & 6.2Q Cents perLF 72 LF *Pipe-Sewer-6 Inch -SDR3S (All Depths) - Install@ , 1h \ f'b '--l r=-,~ I Dollars & ·· £JLn Cents perLF 16 EA Manhole-Std 4 Ft Diam-{to 6 Ft Depth) (D- 27)-In~tall@ -:(wQ lhou ~Cl 11:'.ld. Dollars & NQ Cents per EA 17 VF Manhole-Std 4 Ft Diam-Added Depth (Over 6 Ft Depth) -Install @ Tuo ~U~ci~.A Dollars & Unit Bid Price $ 3,SoO $ 4-'5. DD s 35.Db $~ CJ.D·co I NQ Cents per VF ,s Jco.CX) 17 EA Collar-Manhole (Per Figure 121)-Install ' @ ~{\Q.Q U.14 l~lQ.lb.Qd Dollars & (<OD ·oo 1'.} () Cents per EA 16 EA Manhole-Watertight Insert (D-27)-Install @ ~--; £:i 1 Dollars & ~Q Cents per EA $ 50.0D •Contractor shall complete the City Approved Product Form on Page Part B-Proposal-28 of30 Part B-Proposal -· Page 9 of 30 Amount Bid s11~,1~ $ ?", 775 .,Jl) $d,5~0 OD I Lt $~tJ00. $ 3 i'-f (J),QJ $ 5 I 00. Dl> s ?SW· ov Fr.om:bw . I L Pay CPMS Item No. 8 BID- 00217 9 BID- 00205 10 BID- 00206 ..,. I i BID- 00354 12 BID- 00355 Ill 13 BID- 00356 14 BID- 00361 8174464335 07/16/2008 16:42 Unit I -Sanitary Sewer Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Ouantity Unit Unit Price in Words 16 EA Manhole-Vacuum Test (D-36)-Services@ (2obQ ~ ~ rJ d r-Qd Dollars & ~o Cents per EA I EA Manhole (D-290) -Abandon @ Fi ~~ ~ u NG I\Oci Dollars & NO Cents per EA 8 EA Manhole (D-29H)-Remove@ --rwo u.~ ~rl N2o Dollars & ~u Cents per EA 2375 LF Sewer Service-4 Inch (D-28) -Install @ \V'\\{~I I Dollars & NO Cents perLF 93 EA Sewer Service-4 Inch Service Tap (D-28) - Install@ ~»o Uu "\ r\ t-.Oc-\ Dollars& ~lo Cents per EA 93 EA Sewer Service-4 Inch-2 Way Clean Out (D- 61)-Install@ (S)~ 1:± lJ !\.Jc\ M_ ct. +=; £ :l '-! Do1lars&1 )~l Q Cents per EA 3 EA Sewer Service-6 Inch Service Tap (D-28) - Install@ :-in ve.Q. Uu N:). ~ Dollars& t:JD Cents per EA Part B-Proposal-Page 10 of 30 1219 P.013/041 Unit Bid Amount Price Bid s 1w.oo $ 1 ilcPJ·C{) $ 500.CJ,:) $ 'SOO·DO $c:Jc0,D"D $ /, lcOO ·cj) $ :=so. ()t) $1 I 1'J.5DdJ $d!)0.txJ S I g'1 !d::O I)? $ lSV.OD s 13iqso.0 e $ 300.DD s qoo · [jl> Frnm:bw . .J, • Pay CPMS Item No. 15 BID- 00362 16 BID- 00363 17 BID- 00121 18 BID- 00121 19 BID- 00201 20 BID- 00202 21 BID- 00372 liill 8174464335 07/16/2008 16:42 11219 P.014/041 Unit I -Sanitary Sewer Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With UnhBid Quantity Unit Unit Price in Words Price 3 EA Sewer Service-6 Inch-2 Way Clean Out (D- 61}-Install@ 0 h i-.Q \i y .Nrt ~ J £~h1 ~ Do lars & $ i~o.ob NQ Cents per EA 16 LF Sewer-Service-6 Inch-SDR26 (D-28) - Install@ H)f b~ Dollars & r-JD Cents perLF $ L/D· DO 2 EA Connect to Ex. Manhole @ Fi v~ .. W..!J N d Nrl Dollars & 1:::::.J Q Cents per EA $SQoDb 3 EA Connect to Ex. 6 11 Sewer Line EA --rb :CQ.11 . H·U -Nd t:ed .. Dollars & s 3Do.o0 Cents per EA 3500 LF Inspection-Post Construction Cleaning & TV (D-38) -Study @ --r;DD Dollars & d. ob l\.)'0 CentsperLF $ . 340 LF Inspection-Preconstruction Cleaning & TV (D-35) -Study @ c.· ~ 2l X Dollars & ~ DD r.10 Cents perLF $ . 5781 LF Trench Safety System 5 Foot (or More) Depth (D-26) -Install @ 'll/.20 Dollars & s ~-ob ,tJO Cents perLF Part B-Proposal -Page 11 of 30 Amount Bid $8fD·Db $ fo4 0.0D I oo $ ., CO().. $ qoo_DD $ 7 1 DCD.O l ) $ ~ CY-If;. /Y, $ ll,$b),.Cl Fr.om: bw . ) . Pay CPMS Item No. 22 BID- 00442 23 BID- 00443 24 BID- 00841 25 BID- 00544 26 BID- 00121 27 BID- 00545 28 BID- 00837 8174464335 07/16/2008 16:43 11219 P.015/041 Unit I-Sanitary Sewer Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Proiect No. 00441 Estimated Name of Pay Item With Unit Bid Quantity Unit Unit Price In Words Price ===™™™~= 5720 LF Pavement-2 Inch HMAC on 6 Inch Flex Base-Temporary (2000-1 C) -Install @ ~1 i h).Q___ ' Dollars & S j.bo 10Q Cents perLF 146 LF Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1 A) -Install @ ~; £: 1 -..( I Dollars & J0D Cents per LF $ 5o.D0 160 LF Concrete-Encasement (DA-50) -Install @ -r-e t-J Dollars & s lD-00 ~Q Cents perLF 3 CY Fill Material-Flowable Fill (6 inch Sewer) (DA-108)-Install@ +-O'f~ Dollars & t-JQ Cents per CY slf:o.oo 22 CY Cement Stabilized Backfill -Install @ IV\\ (-b'--1 ) Dollars & ~10 Cents per CY $ 30.DD 25 CY Fill Material -Type B Backfill -Install @ B ~4 ee-1 Dollars & $ 15.0° hJO Cents per CY 25 CY Concrete -Type B (for Miscellaneous Placement) -Install @ -re~) Dollars & s lD-°o NQ Cents per CY Part B-Proposal -Page 12 of 30 Amount Bid *™ s5l,Y8'D.°c $ 7, 300.ol s I I k!OO·oc: s t;)o.00 $ /p~Q.lJO S3150D OD s ~O ; From:bw . . ' Pay CPMS Item No. 29 BID- 00839 30 BID- 00542 Total 8174464335 07/16/2008 16:43 Unit I -Sanitary Sewer Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 25 CY Concrete -Type E (for Miscellaneous Placement) -Install @ Te~l Dollars & I-\.) 0 • Cents per CY 5 EA D-hole-Exploratory Excavation (D-51)- Study@ J-i ~ }.4 lA 1"\\ Q l\.Orl Dollars& .rJO Cents per EA Unit I -Sanitary Sewer Improvements NOTE Forward Total to Part B-Proposal-Page 25 of 30 Part B-Proposal -Page 13 of 30 1219 P.016/041 Unit Bid Amount Price Bid -· S ID-DO $~50,0V $Z)OO ·ob s ;>1 soo Dl From:bw ~ . Pay CPMS Item No. 1 BID- 00472 2 BID- 00486 3 BID- 00496 4 BID- 00843 5 BID- 00404 6 BID- 00530 7 BID- 00462 8174464335 07/16/2008 16:43 1219 P.017/041 Unit II -Paving Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement Citv Project No. 00441 Estimated Name of Pay Item With Unit Bid Quantity Unit Unit Price in Words Price 4008 CY Pavement-Unclassified Street Excavation- Remove@ !="i ::f. 1 Ce rJ Dollars & fjuO f J I i Cents per CY $ 17430 SY Subgrade-6 Inch-Lime Stabilized -Install @ -[bc~2 .. Dollars& $ 3 . 00 ~2Q Cents per SY 281 TON Subgrade-Lime for Stabilized (32lb/SY) - Install@ 0~!12 ij 1 A Na f\..£. d \ W{l n.\-~ Dollars & t::J:0 Cents per TON $ J'M). 00 8227 LF Curb-7 inch -Install @ ~)!) Dollars & s @.oo b.lO Cents per LF 12203 SF Driveway-6 inch -Install @ ~iJL Dollars & 5,50 T=[±. f-..,/ Cents per SF $ r 32278 SF Walk-4 Ft -Install @ -rh -(QQ__ Dollars & $:)·Db pJ Q Cents per SF 66 LF Pavement-Header -Install @ 01 f±e.e .t::,.[ Dollars & tvD CentsperLF s 151 0° Part B-Proposal -Page 14 of 30 Amount Bid s bq J)v. oi $~.d9lllW -, S 3~7JQCl s l (p, 4 5~i/t st.iz LJ~$W s 9~8'.3 t ~ s 99 D 0 z; From: bw , . . -Pay CPMS Item No. 8 BID- 00469 9 BID- 00471 10 BID- 00532 11 BID- 00147 12 BID- 00402 13 BID- 00457 14 BID- 00424 8174464335 07/16/2008 16:43 8219 P.018/041 Unit II -Paving Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Unit Bid Quantity · Unit Unit Price in Words Price 7771 LF Pavement-Silicone Joint Sealant -Install @ 0 b,f'-Q .:: Dollars & DD b lD Cents perLF s I . 16 TON Pavement-Transition-Min 6 Inch HMAC- Install@ E,~nt~ ~iv~.::: Dollars & $ 85 oo /"JO Cents per TON 2238 SF Walk-ADA Wheelchair Ramp -Install @ Six Dollars & oD l:::J.Q Cents per SF $ (.p_. 2923 CY Topsoil 6 inch-Install@ Sixteen Dollars& Fitly Cents per CY $~ 12063 SF Driveway -Remove @ b1v-C> ... Dollars & s 1.so R £ ±:'--I Cents per SF 17241 SY Pavement-Asphalt -Remove @ ~vcN'fl Dollars & Sei~ v\-t~-+: i NL-Cents per SY $ 0115 8267 LF Curb & Gutter -Remove @ s;x Dollars & $ (p. Dl> A)J2 Cents perLF Part B-Proposal -Page 15 of 30 Amount Bid $ ~ 77/. oiD $ l~ 3W OU s L ~'f JS. uz $48,222.~Q $ \ <g'I t.fj ':J.,S l ~ $1~ 930~!) 1 $ L../ tJ, (d),J. '! ~ From:bw . . . - Pay CPMS Item No. 15 BID- 00529 16 BID- 00474 17 BID- 00533 18 BID- 00543 19 BID- 00849 20 BID- 00848 21 BID- 00414 8174464335 07/16/2008 16:43 1219 P.019/041 Unit II -Paving Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Unit Bid Ouantity Unit Unit Price in Words Price 10658 SF Walk -Remove @ O,~ Dollars & /. oD 100 Cents per SF $ 243 SY Pavement-Valley Gutter -Remove @ ~h·(QJ) Dollars & $~.oV .f'J[J Cents per SY 636 SF Walk-ADA Wheelchair Ramp -Remove @ ~1 0 Dollars& Sd.°D 1'.JD Cents per SF 300 CY Fill Material -Borrow -Install @ f: i'§h+- Dollars & ND Cents per CY $~DD 24 EA Manhole-Adjustment -Services @ Three Hundred Fifu: Dollars & N2 Cents per EA $ J50.00 90 EA Meter Box -Adjustment -Services @ Thim: l:iYSt Dollars & No Cents per EA $~ 1 LS Utility Adjustment -Repair @ T~n Thousand Dollars& No Cents per LS SlQ,QQQ,00 Part B-Proposal -Page 16 of 30 Amount Bid .d. $ I D,_b.Sf. $ 7~1.oD $ ~). 7 J,/i. $ d , '-/ClJ,a. $ 8,40Q,OO $ J.150.00 SlQ.000.00 From:bw . . Pay CPMS Item No. 22 BID- 00847 23 BID- 00844 24 BID- 00407 25 BID- 00408 26 BID- 00181 27 BID- 00504 28 BID- 00100 Subtotal 8174464335 07/16/2008 16:43 Unit II-Paving Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantitv Unit Unit Price In Words 24 EA Valve Box-Adjustment -Services@ Three HYDdr~g Dollars& NQ Cents per EA 340 LF Curb-Curb & Gutter as directed by ~tor -Replace@ ,1y Dollars & NL2 Cents per LF IO EA Mailbox -Install @ TWO \+u J"'JONC--\ Dollars & NO Cents per EA 10 EA Mailbox -Remove @ O"t.rJ2""" Wu rJci Md Dollars & b.BJ Cents per EA 1 LS Traffic Control (SP Item 92 , Page SP-42R) -Install@ ~ G 6 t=l .\--Du ~ (le--{ Dollars & N[2 Cents per LS 8 EA Sign -Project Designation -Install @ TwQHundr~g Dollars & No Cents per EA 1 LS Storm Water Pollution Prevention Plan - More than 1 Ac -Install ~ i=-, J ,e_ I:± I .{ r-..J d 1'-.0c-\ 1219 P.020/041 Unit Bid Amount Price Bid $ JOO ,QQ $7,2QQ,QQ $ 30.oD $' f 0,JCO·cx. $ .:}DD.oo s~10006D $ IOO.OD ti) S I.DOD· . I s<l orv 0t I S a:.oro $ I $ 200.00 $l,60Q,QQ Dollars & SbOD-oo s £oo-°6 P,20 Cents per LS Unit II -Paving Improvements Part B-Proposal-Page 17 of30 Fr.om: bw . . . Pay CPMS Item No. 29A BID- 00450 298 BID- 00450 8174464335 07/16/2008 16:44 Unit II -Paving Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price In Words 16387 SY Pavement-7 Inch Reinforced Concrete Pavement with areen cemH1 -Install @ i=-Q "it;-.,~ i::iJ1 J C Dollars & -r'-:i.w n ± ~ ~ u f.Q___ Cents per SY 16387 SY Pavement-7 Inch Reinforced Concrete Pavement with non:1reen cem,11 - Install@ -rn ; ( b~ Sev{? VI Dollars & r-{ k ±,~ Cents per SY 1219 P.021/041 Unit Bid Amount Price Bid slf':J.~ s lJ-'5/J.l/.-,j s3,.so $~51).~D BIDDERS SHALL SUBMIT BIDS ON BOTH PAY ITEMS 29A AND 29B SUMMARY OF UNIT Il BIDS BASE BID TOTAL 1 (UNIT II SUBTOTAL AMOUNT+ BID OF PAY ITEM 29A) ALT. BID TOTAL 2 (UNIT Il SUBTOTAL AMOUNT+ BID OF PAY ITEM 29B) THE CITY RESERVS THE RIGHT TO SELECT TOTAL 1 OR TOTAL 2 NOTE Forward Total to Part B-Proposal -Page 25 of 30 Part B-Proposal -Page 18 of 30 From:bw . . . Pay CPMS Item No. 1 BID- 00859 2 BID- 00879 3 BID- 00876 4 BID- 00118 5 BID- 00121 6 BID- 00121 7 BID- 00121 8174464335 07/16/2008 16:44 Unit II -Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement Citv Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 180 LF Box Culvert-IO Ft x 9 Ft -3 Span ( 60 LF Each Span, Per MC-10-7)-Install@ s;i 1-1.yr-.)t\ ~d f ~n+¥ f:"i'JJL Dollars & 1..10 CentsperLF 205 LF Box Culvert-6 Ft x 3 Ft -Install @ ~¥\YO li tA ~ (\ t\0,--.J Dollars & 1~n ' Cents per LF 231 LF Box Culvert-5 Ft x 3 Ft -Install @ -rwo 4-1., t l~ ~d ~1~1 '-/ Dollars & I ~Q Cents per LF 3 EA Manhole-Type C (Including Bolt Down Frame and Cover)-Install @ ~(\QR_.~ [2\.-l '2-,a Yr'l, Dollars & pJj;;! Cents per EA I EA Junction Box -5 Ft x 5 Ft -Install @ I\VQVI+ ~ er~Y\+ W-L-\Nd~ Dollars& ND Cents per EA I EA Junction Box -7 Ft x 7 Ft -Install @ F"°i V ~ -rt,,, Ou. S:.ct v\d Dollars & f\..)\) Cents per EA 1 EA Junction Box - 8 Ft x 8 Ft -Install @ ,S~J.e V\ mo~ 'hCL D cl 1219 P.022/041 Unit Bid Amount Price Bid s 1.ogs.w $ I di :>I 3af D s 300.~ $ /o fi'5DD .~ D s.;}-50.oc s S~75ot)l ,I ~DDDro $ 5: {X)l)• ti) ~ 9JD.IJC $'.d~DD,oo -. s5Dro~ s5 1000P1 Dollars & $1 oov.ut s 1oa/:1J M) Cents per EA 1 r Part B-Proposal -Page 19 of 30 Frnm:bw . . Pay CPMS Item No. 8 BID- 00121 9 BID- 00121 10 BID- 00085 I 1 BID- 00083 12 BID- 00082 13 BID- 00081 14 BID- 00107 8174464335 07/16/2008 16:44 Unit Il -Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & S, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price In Words I EA Junction Box "A" (Modified, Per Detail) - Insta11@ N',rvei.,~ t=", N..-~L{Alcil\Qd Dollars & rJ 0 Cents per EA I EA Junction Box "B" (Modified, Per Detail) - Install@ -fp N --rhou ~ vle,t Dollars & ~~D Cents per EA 32 LF Pipe-36 Inch-Class III -Install @ N: Ne--&.,~ Dollars & NO Cents perLF 354 LF Pipe-30 Inch-Class III -Install @ S'i~±~ ----J-Q_ 1-·-""' Dollars & ('JO .-Cents perLF 20 LF Pipe-24 Inch-Class III -Install @ hi±~ £::{~ Dollars & ~Q Cents perLF 206 LF Pipe-21 Inch-Class III -Install @ i:=-r&+~ Dollars & NO Cents per LF 2 EA Inlet-Inline • 15 Ft-Install@ rTh t { b'-I ~I 1kV Llu v\r\ ~o-'4 I Dollars & ~JQ Cents per EA Part B-Proposal -Page 20 of30 11219 P.023/041 Unit Bid Amount Price Bid sg1sooP 0 $ ~,'Ei>t>d $1'(\DOoCO $ \'01[.X)D(X) s CJo.Db $ ;).~o.')C s/..rfS.Db s~DJO.a ' $ 5500 $ \. IDO.oo $!:£).Ob s , 01 3co.C1· s ~Soooc 1 ooavc $ I Fr:om:bw , Pay CPMS Item No. 15 BID- 00106 16 BID- 00069 17 BID- 00066 18 BID- 00535 19 BID- 00080 20 BID- 00126 21 BID- 00102 • 8174464335 07/16/2008 16:44 Unit II -Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 7 EA Inlet-Inline -10 Ft -Install @ :D'u-e nt '-I r;:-;\J.t H 1,1 r,) a Nc:1 Dollars& D,!O Cents per EA 74 CY Parallel Wingwall (Per Detail PW}-Install @ 821.! c ilu Nd t\Od Se Jo Yl± '-I Dollars & T\lO Cents per CY 28 CY Retaining Wall -Concrete -(Per Detail RW 1 (H) B, (HB-11-32)-Install@ ~ l I C W !d r-Jd Wi---J Dollars & NQ Cents per CY 80 LF Walk-Handrail (TY D per PRD-06) -Install @ . Si~±f Dollars & AJQ Cents per LF 435 LF Pipe -Remove @ ~;ft-e.eh) Dollars & Nn Cents perLF 195 LF Fence -Install @ ,.::-a y -6-~ Dollars & NQ Cents perLF 7 EA Inlet -Remove @ t="i J-Q_ kb~ Ne\.~ Dollars& ~ID Cents per EA Part B-Proposal -Page 21 of 30 11219 P.024/041 Unit Bid Amount Price Bid $~600,lV $ q $OD. ,:i. sY.7o 00 $ 3 lf 78,D. on # $'/CO· Db $ IJ. 'JDo. w $ /d).00 $ t 8_(-0.DC s 15 . ob $~5JS.~ $ L/-0. DD s7i{1)DD -f s'EJJD.DO s 3~0D· o7. Fr:om:bw . . Pay CPMS Item No. 22 BID- 00129 23 BID- 00127 24 BID- 00070 25 BID- 00065 26 BID- 00543 27 BID- 00543 28 BID- 00442 lit 8174464335 07/16/2008 16:44 Unit Il -Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 Estimated Name of Pay Item With Ouantity Unit Unit Price in Words 42 LF Fence-Privacy -Install @ b 'f+~ DoUars& NQ CentsperLF 84 LF Fence -Remove @ Si,<. Dollars& ,J Q Cents perLF 2 LS Headwall -Remove @ r=-1 f :i p e ,-J U-Ll~d tJJd Dollars & "'~n .--Cents per LS 1140 CY Channel-Unclassified Excavation -Remove @ ~WQni-'1 I Dollars & ,NO Cents per CY 263 CY Fill Material -Borrow -Install @ F; ++et=>rJ Dollars & ND Cents per CY 510 CY Fill Material -Cement Stabilized Backfill - Install@ tQrh-~ Dollars & ND Cents per CY 1314 LF Pavement-2 Inch HMAC on 6 Inch Flex Base-Temporary (2000-1 C) -Install @ ~aJ Dollars & D.B J Cents perLF Part B-Proposal -Page 22 of 30 11219 P.025/041 Unit Bid Amount Price Bid --- $ '5/:)/5> s ;) wo.oo $ f.t,.Db $ '50t.f, 00 s I Soo.0b I $ 3, !)C(). IJC s;z0 oo s ~J.w.oD $ 1s.oo $ ~ CfL/5.0lD sL/O .bD $~{)'JC , s[o.oo s { 3 )tf{). Cr) )- Fmm:bw , . . Pay CPMS Item No. 29 BID- 00443 30 BID- 00846 31 BID- 00134 32 BID- 00121 33 BID- 00842 34 BID- 00121 35 BID- 00181 8174464335 07/16/2008 16:44 Unit Il -Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Prolect No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words - 10 LF Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-lA) -Install @ .,; f f'-1 Dollars & NO Cents perLF l EA Inlet-Top of 10 Ft Drainage Inlet -Replace ~: f ±:ee r-J [_f_LI Nd r:fcj Dollars & ;& )0 Cents per EA 133 SY Grass-Hydromulch Seeding -Install @ Ei Je Dollars & ' J\Jn Cents per SY . 38 SF Flume-6 inch (Concrete)-Install@ -r(;0e n-\-J I Dollars & ./'J'.Q Cents per SF 13 LF Curb-6 Inch -Install @ . rrh \ ( -t;:;;-/ } Dollars & NU Cents perLF I EA Steel Plate (8'x4' Per City of Fort Worth STD. Spec.) -Install @ -~ UJD~Q\..{ Set t""\d Dollars & ~JD Cents per EA 1 LS Traffic Control (D-8 Prepare and Maintain) -Install@ E l§b + ----r'h Ou S::.a n d Dollars & rvQ Cents per LS Part B-Proposal -Page 23 of30 1219 P.026/041 Unit Bid Amount Price Bid $ 60.60 $ 3>0/J'D s1,seo.ot s l~oooo $ 6,oD $~DO $~0 .Db $ 1/d)OD $ 30.(jJ $ 39_0,0D sJ.l))orx ~ s :){){X),~ --t si,000 00 s ~WD·OD Fr:om:bw . ,._ . Pay CPMS Item No. 36 BID- 00100 37 BID- 00493 Total 8174464335 07/16/2008 16:45 Unit II-Drainage Improvements 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement Citv Prolect No. 00441 Estimated Name of Pay Item With Quantity Unit Unit Price in Words 1 LS Storm Water Pollution Prevention Plan - More than 1 Ac -Install @ ~; . l Q._, u L,j rJd f'Q:-y Dollars & 6.20 Cents per LS 1SO CY Subgrade-Crushed Limestone For Misc. Placement -Install ,::-1 f 2 ee 7-J Dollars & l\lO Cents per CY Unit II -Drainage Improvements s NOTE Forward Total to Part B-Proposal-Page 25 of 30 Part B-Proposal -Page 24 of 30 1219 P.027/041 Unit Bid Amount Price Bid sSooOb s scoco s /'5 . ob $ dd.50q~ Fr:.om:bw , 8174464335 07/16/2008 16:45 11219 P.028/041 . BID PROPOSAL 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 Street Reconstruction, Water & Sanitary Sewer Replacement City Project No. 00441 PROPOSAL SUMMARY Total Unit I -Water Line Improvements Total Unit I -Sanitary Sewer Improvements TOTAL Unit I -Water Line and Sanitary Sewer Improvements BASE BID TOTAL 1 Unit II -Paving Improvements with Green Cement ALT. BID TOTAL 2 Unit II -Paving Improvements with Non-Green Cement Total Unit II -Drainage Improvements TOTAL BID Unit I and Unit II $ $ $ $ $ $ (Water Line Improvements + Sanitary Sewer Improvements + Ba11e Bid Total 1, Pavia& Improvements with Green Cement+ Dninace Improvements) $ TOTALBID Unit I and Unit II (Water Line Improvements + Sanitary Sewer Improvements + Alt. Bid Total 2, Pavia& Improvements with Non-Green Cement+ Drainage Improvements) Part B-Proposal -Page 25 of 30 s .Lf I 3 640· 00 J \ ~11 1,LJ .00 J } ~ I 5 y 5, / <go. 0 Q ~ 1S ~ 1 LJ 3..J, I t.e, 7. J Fr.om:bw , . Bid Schedule Item 1. 2. 3. 4. 5. 6. 7. 8. 8174464335 07/16/2008 16:45 Part B -Proposal 2004 CIP Neighborhood Street Project Year 4 & S, Contract 41 BID SCHEDULE Notes 11219 P.029/041 CPMS No. BID-00450 for BASE BID, GREEN CEMENT. The Contractor must submit the Green Cement Compliance Statement at the time of the bid opening for the compliance of any anticipated supplier. CPMS No. BID-00126, Fence -Install. This item shall be a six (6) foot chain link fence as indicated on the construction plans. CPMS No. BID-00129, Fence-Privacy -Install. This item shall be a six (6) foot wood privacy fence as indicated on the construction plans. CPMS No. BID-00134, Grass-Hydromulch Seeding -Install. This item includes all labor, materials, maintenance and watering to ensure that the grass establishes. See Special Conditions D-45 CPMS No. BID-00066, Retaining Wall-Concrete-(Per Detail RW 1 (H) B, HB-11-32) -Install. This item is for the construction of the concrete retaining wall within the Decatur Channel and shall be constructed per the TXDOT Detail RW 1 (H.) See APPENDIX A CPMS No. 00100, Storm Water Pollution Prevention Plan -More than 1 Ac -Install. A storm Water Pollution Prevention Plan has been prepared and is available for review at the D.O.E. front desk. CPMS No. 00532, Walk-ADA Wheelchair Ramp -Install. This item shall be constructed using the City of Fort Worth standard Sidewalk Ramp Details as provided in the Construction Plans. CPMS No. BID-00450, Pavement-7 Inch Reinforced Concrete -Install. This item shall have 28-day, minimum compression strength of at least 3800 psi. Part B-Proposal -Page 26 of 30 Fr:om:bw , ' . 8174464335 PARTB BID PROPOSAL 07/16/2008 16:45 GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each suppl/er I product supplier) Name of Project: City ProJ. No.: 0044 I 11219 P.030/041 This is to certify that the cement to be utilized for the above project will meet the following criteria: The cement was manufactured in a kiln utilizing the dry process (list source below) or in a kiln that meets the emission standard of 1. 71b or less of NOx / ton of clinker released into the atmosphere. Name of Manufacturer Address of Manufacturer: cz L/ :S CONTRACTOR SUPPLIER Jer:c~ 0MCA.:!S£c Name GJo.t LLI y{LJ1 Name' ~u, d .(;) a+-~\es ma~C Tltl• Title U)('a15e c WYi Sb1~ ct r d-01)[ l-P Company Cho±owD Ced; VhiX Company 311--l '64 ... l 9 I °1 Phone Number · Part B-Proposal -Page 27 of 30 8174464335 PARTB BID PROPOSAL 07/16/2008 16:45 CITY APPROVED PRODUCT FORM* 11219 P. 031/041 CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STAND7,EC. NO. SIZE El-31 4" Thru 30" El-25 4" Thru 15" El-27 4" Thru IS" El-28 18" Thru 27" El-100-2 18" Thru 48" Consult the "City of Fort Worth Standard Product List'' to obtain the Generic/frade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products of methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. Part B-Proposal -Page 28 of 30 Fr:.om:bw , . 8174464335 PARTB BID PROPOSAL 07/16/2008 16:45 #219 P.032/041 Within ten (10) days after notification by the City, the undersigned will execute the fonnal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents , for the faithful perfonnance of this 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 Deparbnent Projects dated January I, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the Specific Contract Documents and appurtenant plans. The undersigned assures 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. (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 statue is attached. Nonresident bidders in the State of ____ ,, our principal place of business, are not required to underbid resident bidders. r?"J The principal place of business of our COIIIJ>IIIlY or our parent company or majority owner is in the V State of Texas. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under house Bill 11, enacted August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges contractor at the time of executing the contract. The Bidder agrees to begin construction within 10 working days after issue of the work order, and to complete the contract within: One Hundred Seventy Five (175) Working Days after the beginning of construction as set forth in the written order to be furnished by the Owner. This project contract time will be strictly enforced. Part B-Proposal -Page 29 of 30 Frnm:bw ~ .. 8174464335 PARTB BID PROPOSAL 07/16/2008 16:45 1219 P.033/041 I (we) acknowledged receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials)/ f'&' Addendum No. 2 (Initials)/ ~ Addendum No. 3 (InitialsY ~ Addendum No. 4 (Initials)/ 1;.,{- Addendum No. 5 (Initials)/ ~ / Addendum No . 6 (Initials) t/:.; · v (SE AL) Date: , J ;;;4 / o<t> Address: P.O. f60'1. l-;t.{4e I-D ~ w l) ./t:.h ;-t 'f-I (p 114. Telephone <i?'l l ---S ~ Lf ,. J 7 c.J .3 Part B-Proposal -Page 30 of 30 -· 6. 7. PARTC Part C -General Conditions Part C-1 -Supplementary Conditions -Yellow- -Yellow- -6- PART C -GENERAL CONDITIONS - Cl-1 Cl-1.1 Cl-1. 2 Cl-1.3 Cl-1.4 Cl-1.5 Cl-1. 6 Cl-1.7 Cl-1. 8 Cl-1. 9 Cl-1.10 Cl-1.11 Cl-1.12 Cl-1.13 Cl-1.14 Cl-1.15 Cl-1.16 Cl-1.17 Cl-1.18 I Cl-1.19 ., Cl-1. 20 Cl-1. 21 Cl-1.22 Cl-1. 23 Cl-1. 24 Cl-1. 25 Cl-1. 26 Cl-1. 27 c1~1. 2s Cl-L 29 Cl-L 30 Cl-1. 31 cl-1. 32 c2.:..2 C2-2.l C2-2.2 .C2-2.3 C2-2 .. 4 C2-2.5 ci-2. 6 / PART C -GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council t~a :yor City Manager City Attorney Director o ·f Public Works Director , City Water Department Engineer Cnn+-rar+-nr Sureties • The Work or Project Cl-1 (1) Cl-1 Cl) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (2) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (3) Cl-1 (4) Cl-1 (4) Cl-1 (4) Cl-1 (4) Cl-1 (4) Cl-1 (4) Working~------------------·· Calendar Day --------------------· Cl-l _ __l!J ______ _ Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street INTERPRETATION AND PREPARATION OF PROPOSAL Proposal Form Interpretation of Quantities Examination of Contract Documents and _ Site Submitting of Proposal Rejection of Propos~ls Bid Security · (1) Cl-1 ('4) Cl-1 (4) Cl-1 (5) Cl-1 (6) Cl-1 (6) Cl-.1 (6) Cl-1 (6) Cl-1 (.6) Cl-1 C 6) C2-2 ( 1) C2-2 ( 1) C2-2 ( 2 ) C2-2 ( 3) C2-2 ( 3 ) C2-2 ( 3) C2-2.7 C2-2.8 C2-2.9 C2-2.10 C2-2.ll C2-2.12 C3-3 C3-3.l C3-3.2 C3-3.3 C3-3.4 C3-3.S C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.ll C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4 .1 C4:-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4 .-6 C4-4.7 cs-s CS-5.1 C5-S.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 CS-5.7 CS-5.8 CS-5 .• 9 CS-5.10 CS-5.11 CS-5.12 CS-5.13 CS-5.14 CS-5.15 CS-5.16 CS-5.17 CS-5.18 Delivery of Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to E x ecute Contract Beginning Work Insurahce Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND .MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and1or Rectification Work Field Office Construction Stakes Authority and Duties of Ipspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection ( 2) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 (1) -C3-3 (1) C3-3 ( 2) C3-3 (2) C3-3 (2) C3-3 (2) C3 ,-3 (4) C3-3 (4) C3-3 (4) C3-3 (4) C3-3 (7} C3-3 (7) C3-3 (7} C3-3 ( 8} C4-4 (l} C4-:-4 (ll C4-4 (1) C4-4 (2) C4-4 (2) C4-4 ( 3) C4-4 (4) CS-5 ('l) cs-s ('1) CS-:-5 ( 2) CS-5 (2) CS-5 (3) cs-s (3) cs-s (3) CS-5 C 4) CS-5 (5) CS-5 (5) CS-5 (5) CS-5 (6). cs-s (6) CS-5 C 7) cs-s (7) cs-s (8) CS-5 . C 8) cs-s ( 9) - \ I ·I ) C6-6 C6-6.l C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.l0 C6-6.ll C6-6.12 C6-6.l3 C6-6.l4 C6-6.15 C6-6.l6 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.2l C7-7 C7-7.l C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7. 9 C7-7.10 C7-7.ll C7._7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 CB-8 CB-8.l CB-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for ·Damages Adjustmen t of Relocation of Public Util.i ties, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by Ci t y Use of a Section of Portion of the Work Contractor!s Responsibility for Wor k No Waiver of Leg~l Rights Personal Liability of Public Officials State Sales Ta~c PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Com p letion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT -AND PAYMENT Measurement of Quantities Unit Prices ( 3) C6-6 (1) C6-6 (1) C6-6 Cl) C6-6 (2) C6-6 (2) C6-6 (3) C6-6 (4) C6-6 ( 4) C6-6 (5) C6-6 ( 6) C6-6 ( 8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 {12) C7-7 Cl) C7-7 (1) C7-7 ( 1) C7-7 ( 2} C7-7 (2) C7-7 (3) C7-7 ( 4) C7-7 (4) C7-7 (4) C7-7 (5) C7-7 (6) C7-7 C 6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10} C7-7 (13) CB-8 (1) ca-a Cl> CB-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) r CS-8.6 Withholding Payment C8-8 ( 3) I C8-8.7 Fin.al Acceptance CS-8 ( 3 ) I ! CB-8.8 Final Payment CB-8 ( 3 ) i I C8-8.9 Adquacy . of Design C8-8 ·1 ( 4) ~ C8-8.10 General Guaranty CS-8 ( 4 ) ' CB-8.11 Subsidiary Work C8-8 ( 5 ) I • C8-8.12 Miscellaneous Placement of Material C8-8 ( 5 ) 1.-l:-• . .,. CB-8.13 Record Documents CS-8 ( 5) f' ' ' ~- ' ¥ \; ,. . r ( 4) I / PART C -GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-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: · · Cl-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, a .ddenda, plans, etc., which govern the terms and performance of the contract. These are contained in 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 PART B -PROPOSAL (Sample) (Sample) PART C -GENERAL CONDITIONS (CITY] (Developer) PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS White White Canary Yellow Brown Green El-White E2-Golden Rod ·---·. ··--· -·-·-·----· ··-·-·--·-·-· -·-· --· --·--------·-·------E.2.A=Wh.i±e...----· .. -·------ PERM I TS/EASEMENTS Bl fie PART F -BONDS (Sample) White PART G -CONTRACT ( Sample) White b. SPECIAL CONTRACT DOCUMENTS: Th~ sp~cial Contract Documents are prepared for each specific project as a supplement to, the General ~ontract Documents and incl.ude the fc;rl,lo~ing 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~ -PLANS (Usually bound separately) Cl-1 (1) Cl-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. Cl-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 1 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. Cl-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. Cl-1. 6 GENERAL CONDITIONS: The General Conditi·ons 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 1 s charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take - -p-r--ec: ede.r1.c.e--a.f.l.d -s-h-a-l.J.---90¥.e-r-n • _ __:_ ___ ~---___ . ___________ -·---------··-__ Cl-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 Gerieral 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. Cl-1.8 SPECIFICATIONS: The Specifications is that section or p~rt of the Contract Documents which sets forth in detail ~he requirements which must be met by all materials, construction, workmanship, equipment a ·nd services in order to render a completed· and · us·eful 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. Cl-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractoi for the prompt and Cl-1 (2) 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) Cl-1.10 CONTRACT: The Contract is the 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. Cl-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the locatiori, dimension and position of the various elements of the project, including such profiles, typical cross-seciions, 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 chang~s in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. Cl-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State --------·----· ___ S_ta..tu..t..e.s-1 a c ti ng_hy_and._...:thr_o_ll_g.h __ il_s __ g_p~rning body or its City _____ , ___ _ Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter: vested in the City tlanager. The terms City and Owner are synonymous. ! Cl-1.13 CITY COUNCIL: The duly elected and qualified goyerning body of the City of Fort Worth, T~xas. 01-1.14 MAYOR: The officially elected ~ayer, ·or in his absence, the· Mayor Pro tern of the .City of Fort Worth, Texas. Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Tex _as, or his duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointea ·city Attorney of the City of Fort Worth, 'T,exas, or his duly .authorized repxesentative. Cl-1 (3) ' i I I I ; , I I I Cl-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred tq in the Charter as the City Engineer, or his duly authorized .representative. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. Cl-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, a~ting within the scope of the particular duties entrusted to them. Cl-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, actino directly or through a duly authorized representative . A sub-contractor is a person, firm, corporation, or others under contraqt with the prin~ipal contractor, supplying labor and materials or only labor, for work at the site of the project. Cl-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as se-t forth in the ·contract Documents and approyed changes therein. Cl-1. 22 TEE WORK OR PROJECT: The completed work contemp,lat.ed in and covered by the Contract Docu.ments, including but not limited to the furnishing of all labor, maierials, tools, equipment, ana incidentals necessary to produce a completed and serviceable project. Cl-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under th~-control of the Contractor .permit the pert"ormance of the principal unit of work for a · period of not less than seven (7) hours between . 7:00 a.m. and 6:00 p.m., with exc~ptions as permitted in paragraph. <;:..7-7.6. Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. Cl-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: Cl-1 (4) 1. 2. 3. 4. 5. 6. 7. 8 • 9. New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on 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 holiday as the holiday. Cl-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - ASCE LAW ASTM AWWA ASA HI Asph. Ave. Blvd. CI CL GI Lin. lb .. MH Max. American Associati.on of MGD State Highway Transportation Officia1s American Society of Civil Engineer-s· In Accordance With P.Jnerican Society of Te~ting Materials American Water Works Association American Standards Association Hydtaulic Institute Asphalt Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum Cl-1 {5) Million Gallons Per Day CFS -Cubic Foot per ----second------------------ Min. -Minimum Mono.-Monolithic % -Percentum R Radius I.D. -Inside Diameter O.D. -Outside Diameter Elev.-Elevation F -Fahrenheit -C -Centigrade In. -Inch Ft. -Foot St. -Street CY -Cubic Yard Yd. -Yard SY -Square Yard L.F. -Linear Foot D.I. -Ductile Iron Cl-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and tbe Contractor covering some added or deducted item or featur~ 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 orig~nal proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. Cl-1.28 PAVED S~REETS 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. ') L • ., .., . 4. 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base material . Concrete, with or without separate base material. Any combination of the above. Cl-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." Cl-1.30 CITY STREETS: A city street is defined as that area between the right-of~way lines as the street is dedicated. Cl-1.31 ROADWAY: The roadwav is defined as the area between parallel lines two . (2') feet 1ack of the curb lines or four (4') feet back of the average edge df pavement where no curb exists. Cl-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar mat .erial other than the natural material fo1,1nd on the street surface before any improvement was made. Cl-1 (6) ... SECTION C -GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.l 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 mate~ials to be frirnished and upon which bia ·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 en~ering 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 appropriat~ state licensing agency, and sball have been so prepared as to reflect the current financial status. This statement must be current and not more than one .Cl) 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. Li~uid assets in the amount ··----···----· -G-f-t.e -n--(.,..l--O -%-)-pe.r.c.e .n-t-0£---±..h.~e.s..ti.m.at_e_d _p_r_o_j_e...cJ:._c_Q_tl_yj_Ll be ___________ __ requ~red. For an experience record to be considered to be acceptable for a given project, it must ·reflect the experience of the fi~m seeking qualificat1on in work of ·both the. same nature and rnagnituoe a:s · that of the project .for which bids are to be received,· and such experiehce must have been on projects completed not more th_an f i.ve ( 5) years -prior to t _he date on whic~ are to be received. The Director of the Water department shall be sole jriage as to the acceptability of experience for qualificati6n to bid on any Fort Worth Water Department project. The prospective bidder $hall schedule the equipment he has available .for the ·project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furni~hed as ~ay be listed in the proposal C2-2 Cl) forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or . decreased as hereinafter provided, without in any way invalidating the un _it prices bid. or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all ·of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to vis~t the site of the project and examine carefully all local conditions, to inform themselves by their ~wn independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the cbnditions which will be encountered during the construction of the project. They rnu$t judge for themselvei the difficulties of the work and all attending ciicumstances 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 an,d of:E icially prornulga ted addenda thereto, shall be binding upon the owner. Bidders ~hall .rely exclusively and sol~ly ~pon their 6wn es~imates, investigation, research, tes··ts, explor,ations, and other data which are necessary for full and complete information upon which the pr .oposal is to be · ·based. It is m_utually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variatfo:n -s · between · conditio.ns actually encount"ered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the C2-2(2) j ) ) 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 st~te. the prices, written in ink in both words and numerals, for which he proposes ·to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the 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 must be given, and the propo~al must be signed by a member of the firm, association, or partnership; or by a person duly authorized. If a proposal is submitted by a company or corpor~tionr the company or corporate 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 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 ~ay be rejected if Ehey show any-ntera.tion of wor:as or f 1.gures, ada.1"t.-i ons noi:------· called for, coriditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or con ta·in · unbalance value of any i tem.s. .Proposal tendered or de:livered after .the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID -SECURITY~ No proposal will -be consjd~red unless it is accompanied by a "Proposal Security" of the character and in .the amount indicated in the "Notice to Bidders 11 ·ind the "Proposal.~ The Bid -Security is required by the Owner · as evidence of good faith on the part of the Bidder, and by way 9f a guaranty that if awarded the contract, the Bidd~r will within the r .equired 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 se,cur i ty of all other bidders may be returned promptly after the canvass of bids. C2-2(3) I· I 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 mer~ fact that a pEoposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal, shall be in a sealed envelope plainly marked with the word·11 PROPOSAL,11 ·and the name or description of the project as designated in the "Notice to Bidders." The envelope ~hall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 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 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-consider~tion are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may: a:t 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 City Manager prior to the said proposal open,ing time, and prqvided further, thart.~CTI~anager is satisfi-ed-Enat a wr1t·ten i'i ·ndaul_y ______ _ 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 tqe proposal opening .time, no further consideration will be given to the proposal. C2..:..2.10 PUBLIC OPENING OF PROPOSAL: Proposals which ,have been properly filed and for which no .11 Non-consideratiorr Request" has been received will be publicly opened arid read aloud by the City Manager or his authorized .repr·esent9,.tive at th~ .time and place indicated in the "Notice to -Bidders. 11 All proposals which have been opened and read will remain on file with the Owne.r until the .contract has been awarded. Bidders or their authori zed rep:r.esenta.tives are invited to be present for the opening of bids. C2-2.ll IRREGULAR PROPOSALS: Prop~sals shall be considered as being "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 C2-2(4) Owner reserves the right to waive any and 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 cannot 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 reason: 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 the financial statement, experience record, 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 ·----·-·-----·---------·· --·--a-dV'an-c'l=-o·f -th_e_h_our-of-th_e_o1rn11~·ngo-fp-r op o sal~E...,h-e~--- ) f ol lowing: 1 . Financial Statement showing the financial condition. of the bidder as spec if ied in _Part "A"~ Special Instructions. 2. A curxent 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 b~dder has ivailable for use on th~ project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) PART C -GENERAL CONDITIONS C3-3 AWAED AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.l 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 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 award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertige for new proposals, or to proceed with the ~ork in any· manner as maybe considered for } the best interest of the Owner. i / C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to ·owner, upon request, complet~ and accurate information regarding actual work performed by a _Minority Business En terpr i _s e C MBE) antl or a a ~oman-owned Business Enterprise c·wBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or ~n examination of any books, record~, or files in the possBssion of Contractor that will substantiate the actual work performed by the MBE or WBE. Any ~aterial misrepresentation of any :nature w i 11 be g ·rounds for termination of the contract and .f ·or initiating ·any action under appropriate federal, state or local laws ~nd ordinances ·.relating to false s~atements; further, any such misiepresentatiory may be grounds for disqualificatiort of Contractor at Owner'~ discretion for bidding .on future Contradts with the Owner for a period of time of not le~s ihan six (6) months. C3~3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with. Curr.ent ~ity Ordin:ance prohibiti~g discrimination in employment practices. C3-3 Cl) 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-fiv~ (45) days ··after the date on which .the proposals were opened. The pwner reserves the right to proposals for a reasonable time, (45) days after the date of opening will an award be made until after made as to the responsibility of the C3-3.5 AWARD OF CONTRACT: withholdfinal action on the not to exceed forty-five proposals, and in no event investigations have been proposed awardee. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Own~r may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would ------·-n-o--t--b-e-c-o--iTs-±-d-e-re-d--£-o-r-t-h-e -a-w -a-rd-.--2d-t-o-til-e-r-:-p-ro-p-o-s -a-1------- s ec ur it i es, 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 O~ner has otherwise 5isposed of the .bids, after which they will be ieturned by the City Secretary. · · C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and fil~ with the Owner in the amounts herein re~uir~d, the· following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount 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 ~or the protection of _th~ dwrier and all other persons against tlamage by reason of negligence ·of the Contractor, or improper execution of the work or the ~se 6f inferior materials. This p~rformance C3-3 (2) ) 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 p~rcent of the amoµnt of the contract, as evidehced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of tne general guaranty which is set forth in paragraph CB-8.10. c. a. PAYMENT BOND: A good and sufficient payment bond, in an amount 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 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, 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 payments as above stipulated are made. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. N-0 sureties will be accepted by the Owner which are at the ti~e in default or delinquent on any bonds or which are interested. in any litigation against the owner. All bonds shall be _made orr the for.ms furni -shed -by_ the· owner and shall. be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owne~~ In order to be acceptable, the name of the surety shall be included on th~ c~rrent U.S. Treasury list of acceptable sureties, and the amount of bond written by any one 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. Should any surety on the contract be determined unsatisfactory at any time by the Owner, noti6e will be given the Contractor to that effect and ~he Contractor shall immediately provide a C3-3 (3) 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 or paid until appr'oval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract~ the Contr~ctor 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 Secretaiy, 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 annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bends and contract with.in ten (lb) ·days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. · The filing of a proposal w1LL be considered as an acceptance of fhis provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until -authorized in writing to do sa by the Owner. Should the Contractor fail to corrunence work at the s'ite of the p .roject within the time s~ipul~ted in the written authorization usually termed the "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 ., corrunence the physical execution of the contract. C3-3.ll INSURANCE: The Contractor shall not conunence work under this contract until he has obtained all the insurance required under the Con tract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) 'i -I ) 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 b. maintain, during the life 0£ this contract, Workers' Compensation Insurance on all of his e -mployees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employ_ees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute 1 the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. COMFREHENSIVE GENERAL LIABILITY I NSURA NCE: The Contractor shall procur e and shall maintai n du ring the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liabil i ty and Propert y Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, inclriding death, and in an amount not less than $500,000 covering each occuri~nce on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The ·Contractor shall furn i sh ins u ran c e as s e _p a rate po 1 i c i e s 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. 2. 3. 4. . ' Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adjacent to same). Damage to underground utilities for $500,000. C3-3 (5) ' ! I I 1 I I i I I /. I d. 5. Builder's risk (where above-ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). AUTOMOBILE INSURANCE -BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the lif~ 6f this Contract, Compiehensive 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 th e 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 INSURA~CE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Coniract Documents in amounts and by carriers satisfactory to the · Owner. ( Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AG ENT FOR INS URAN CE AND BONDING ·: The insurance and bonding companies with whom the Contractor's insurance and 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 C3-3 (6) •/ City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have 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 cla~mant, any claims ~hat 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 of iuch bonds and certificates of 1r1surance. 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 PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the projec,t s .hall be .furnished to the Owner's representat~ve 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 Copt~act 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 th~ Contractor. C3-3.14 CONTRACTOR'S CONTR.ll,.CT 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 cnnstruction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas matropolitan area. The Contractor shall charge, delegate, or assign this office (or he may del·egate his Project Superintendent) with full authority to transact all business actions required in ·the · performance of the Contract. This iocal authority shall be made responsible to act for the Cbrrtractor in all matters per·taining to the work governed by the Contract whether it be, administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other C3-3 (7) matter associated such as majntaining adequate and appropriate insurance or security coverage for the project. Such local authority for administra~ion 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 0£ the Contractor's assignment of local authoriti shall be made in writing to the Engineer in advance of any work on the project,· all appropriatel .y signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents. The i ntent of these requireme nts is t hat all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. Th i s same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of 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 wprk until a new local authority satisfactory tri the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. ---·-·---e-3 --3 --;-l--5 ·-V-E-N-U -E--:--V-e ,"'l-ue-.:.-0.f--a-n-y---a-e-t-i-0-n -h e ~e -i--Il-u-n.-d -e-.?;--S-l:i...a-l -l -he exclusively in Tarrant County, Texas. · C3-3 (8) ... ' . - I J i / SECTION C4-4 SCOPE OF WORK PART C -GENERAL CONDITIONS C4-4 SCOPE OF WORK C4-4.l 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 definitelv 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. C4-4.2 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 ani additional p r op o s e d w o r k w h i c h i s n o t c o v er e .d by the s e Con tr a c t Documents, then ~special Provisions~ covering all such work will be prepared by the Owner previ6us to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4. 3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the ·work to be performed ·or to extend or sho.r:ten the improvements a.t any time when and as found to ·be necessary, and the ContraGtor shall perform the work as altered, increased or ·decreased at the unit prices. Such fric.reased or ae·creased quantity shall not _. be more than 25 percent ·of the conternpl.at.ed quantity of such item or items. When such changes increase or-decrease th_e original quantity of ariy item or items of work to be done or materials · to be furnished by the 25 percent or mor!;?, 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 woik above or below the 25 percent 6f 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 a _ntic ipa ted P:1'.'of its nor shall such changes be considered as C4-4 Cl) I I ; I I I I I I j 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 or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4. 4 ALTERAT.ION .OF. CONTRACT .. DOCUMENTS.: By Change. Order, the Owner reserves the right to make s~ch 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. C4-4.5 E XTR A WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities o r 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 in accordance with thes~ Contract Documents or approved additions thereto; prov.idea, howeve.r r 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 combinat-ibn of the_ following methods: r--------------------------.,--------------- a. uni t 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 -9f America curre·nt ·equipment .rental ·rates; (3) materials ente.ring per-manently i _nto the pr.eject, and (4) actual co_st of insurancer bonds, and social s~curity as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10% 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 own~d by him and used for the extia work. ~he f~e shall be full and complete compensation to cover ~he cost of superintendence, overhead, other profit, general and all other expens~ not included in (1), (2), .(3), and (4) ,above. The Contractor shall keep accurate cost records on the form and in the method C4-4 (2) ..... / J suggested by the Owner and · shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. NG "Change Order" shall become effective until it has been approved and signed by each of t~e Contraciing 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 invoive Extra Work for which he should receive compensation, he shall make writt~n request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does 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 an 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 the said Extra Work. The Contractor shall furnish the Owner such installation -·--·--·--·····------·-re-cords-o-f-a±-l-dev-i-a-t-i-0n-s -~r-0m -t-he-Gr-i.g-i -nal.-Coh.:tr.ac...t_JJ_o_c.um.e.n..t.s ___ _ i .as may be necessary to enable the Owner to prepare for pe·.tmanent record a corrected set of plans showing the actual installation. The compensation ·agreed upon for 'extra work' whether or not ini itiated by .a .' change order' shall be a full, complete and final payment for all costs Contractor incurs as a result or relating t6 the change or extra work 1 whether said costs are known, unknown, for~seen or unforeseen at that time, including without limitation r any costs for delay, ext.ended overhead, rip~l~ or impact cost, or any other · ~ffect on changed or unchanged work as a result or the change or extra work. C4-4.6 -SCHEDULE OF OPERATIONS:. Before commencing any work under this contract, the Contractor shall submit to the Own~r and receive the Owner's app~oval thereof, a nschedule of Operationsi" Showing by a St~aight lin~ method the date of co~mencing and finishing ea6h 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 C4-4 (3) I i i ! I 1 l ! l shall be presented also a composite graph showin g the anticipated progress of construction with the time being plotted horizontally and the 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 WATE~.AND . SEWER PLANT FACILITIES: Within ten (10) day ~·pr~or to -submission of 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 the work, the date of which he will start the several major activities (including procurement of m~terials, 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 dire~ted by the Engineer. The Contractor shall also revise the schedul.e 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 Owner. As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. ------------------------------------ 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. ~he ·following guidelines shall be adhered to in preparing the construction sched'ule: a. Milestone dates and fina·1 project completion dates shall be developed to conform ·to tim~ constraints, sequencing requirements and ·completion time. b. The construction process shall be divided into activfties with time durations of approximately fourteen .(L4) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) ...... - . .... } c. Durations shall be in calendar days anq 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 ~f 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 enouoh detail to achieve activities of approximately fourteen ci4) 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 subcont:r~cts, the c·o-n-stru~ctn:m ------·-·· schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical ~equertce for equipment and materials. 1. Preparation and transmittal of submittals. 2. Submittal review periods. 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. C4-4 (5) 9. Operational testing. 10. Final inspection. If, 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 m~y require the Contractor to submit a revised schedule ·d~rnon~trating hi~ program and proposed plan to make up l~g 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 equ.ipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered groQnds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. C4-4 (6) \ J :, - i \ PART C -GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTION CS-5' CONTROL OF WORK AND MATERIALS CS-5.1 AUTHORITY .OF ENGINEER: The work shall be performed to the satisfaction ~f the Engine~r and in strict compliance with the Contract Documents. He shall decide all qu~stions which arise as to th~ quality and acceptability of materials furnished, work performed, rate of progress of the work, av.era.IL sequence of the construction,' interpretatio_n of the C_on·tract 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~ sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor 1 s £ailure to perform the wor~ in accordance with the contract de:icuments. J Be shall determine the am.cunt -an d quality of the work ) completed and materials furnished, and his decisi6ns and ,estiinate.s shall be final. His estimates in such event shall be a co_nditi.on to the right of the Contr.actor t"o receive money · · 'dlie him und.er the Contract. Th~wner .s ·b-a1.-1-h-a-v-e-exe·cut±ve·--- authori ty to enfor,ce and make e 'ffective such necessary dee is ions and orders a .s the Con tractor fails to carry out promptl,y. In the event of any dispute between the Engineer and Contracto~ over th~ decision of the Errgine~r oh any such ma t>ter.s, the Engineer must, wi thiri a ,reasonahle time, upon written request of the Contractor, rencler and 'deliver to both the Owner a ·nd Contra.ctor, a written deci.Sion on the matter in controversy-. CS-5.2 CONFORMITY WITH PLANS: The f -inished project in all cases· sha.11 conform with lines, grades, c .ross-.sect,ions, finish, and dimensions shown on the plans or any other ,requlre~ents otherwise described in the Contract Documents. Any de.viatio'n from the· approved Contract Documents required by the Engineer durihg construction will in all cases be determined by the Engineer and ~uthorized by t~e Owner by Change Order. · CS-5 Cl) ' J I I . I ' I l CS-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 proje6t, 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 sp~cifications, and quantities shown on the plans shall govern o~er those shown in the-prop6sal. The Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discr·epancy, he shall im.rnedia tely call th is condition to the attention of the Engineer. In the event of a conflict in the 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. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall pave available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, ~nd 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 proj~ct a co~petent, English-sp~aking supeiintendeni and an assistant who are fully authorized ·.to act _as the Contracto~ ',s agent on the · wor·k. · Such superintendent and his aisistant shall be bapable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorize~ represen~atives. Pursuait to this respon~ibility of the Contractor, the Contractor shall designate in writing to the project supe·r intendent, to act as the Con tractor'· s . agent on 'the work. Such assistant project superintendent sh~ll be a resident of Tarrant County, Texas and shall be subject tQ 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 Contrac~or to CS-5 (2) - . I r.- i / 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 property contiguous to the project routing. The Contractor shill provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to ~ny 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 emer'g.ency condition. such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. ShouLd the Contractor fail to respond to a request from the Eng in e er to rectify any d i s c r e _p an c i e s , om i s s i. on s , or corrections nec~ssary to conform with the requirements of the project specifications or pl~ns, 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 discr.epant conditio.I1 and request. the Contractor td take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written raquest, or does not show j~st cause for not taking the proper action, within 24 hours, ·the City may -take such remedial action with City forces or by contract. ~he City shall then deduct an amount equal to the entire costs for such iemedial action, plus 25%, from any funds due the Contract6r on the proj _ect. CS-5.6 FIELD O?FICE: The Contractor shall provide, at no extra compensation, -an -adequate fie.ld off-ice for use .0£ the Enqin~er, if sp~cifically called for. The field office shall be riot less th~n 10 by. 14 feet in £loor irea, substantially constructed, well heated, 'air conditi_oned, lighted, and weather-proo1, so that d6cumen~s will not be damaged by the elements.· CS-5.7 CONSTRUCTIO~ STAKES: The City, through its Engineer, will furnish the -Contractor with all l~nes, irades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and 1 i ne.s, gr a des and measurements will be established by means of stakes or other customary method of marking as may be fqund consistent with good practice. CS-5 (3) i ! j ! I . I I i I I 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 the 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 EngLneer, any stakes or markings have been carelessly or willfully destroyed, difoturbed, or removed by the Contractor or any of his emplojees, the full cost of replacing such stakes or marks plus 25% will be charged against the •Contracto~} ~ad··the··fu~l amount will be deducted from pay~ent due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: 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 ~he materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of ~he Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lick of inspection will not relieve the Contractor from any ~obligation ~o perform the work in a~cordance with the requirements of the Contract Documents. In case of any dispute arisin~ between the ~on~ractoi and the City Inspector as to the materials or equipment furnished or the manner of performing the w,ork, t '.he City Inspector w i 11 have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not 1 however, be authorized to revoke, alter 1 enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion ~r ~ectiop ·of t~e work, n~r to issue any instru~tions cpntrary io the requirements of the Contract Documents. He wLll .in no case act . as superintendent or foreman or perform' ?-DY other d ·uties ·for the c ·on tractor, or interfere .with the m~nagement or operation of the work. He will not accept from the Contract6r any ·compensation in any form for performing any duties. The· Contractor shall regard and obey the directions and instructions of the City Inspector or En.g;.i.ne.er when the same are consistent with the obl iga·tions of the Contract D0cuments 1 provided, however, should the Contractor object to any orders or instructions of the City Inspecto~, the Contractor may within six days make written appeal to the Engineer for his decision on the matter .in controversy. CS-5 (4) .- - I I I ) CS-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 ihe 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 be work so exposed or examined prove to be unacceptable, the uncovering or removing and the 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 DEFECTIVE AND UNAUTHORIZED WORK: All work! materials, or equipment which has been r~jected shall be r~m~died or removed and replaced in an acceptable manner by the. Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as _herein specifically 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 .pro~isions of this pa~agraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removedr and the cost there~f may be deducted from any money due or to become due to the Contractor. Failur~ to ~equire the removal of any defective o"r unauthorized work shall not constitute acceptance 6£ such w6rks. : CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications~ law, ordinarice; codeg or regulations permit Contractor to furnish or use a substitute that is equal to any materi~l or equipment ·specified, ·and if Contractor wishes to furnish or use · a proposed substituie, he shall, prior to the preconstruction conference, make written ·application to ENGINEER for approval of su~h substitute certifying in writing that the pro~osed substitute will perform adequately the fu·nctions called for · by the general design, be similar and of eqhal substance to that spe~ifi~d and be suited to the same u~e and ci~able of performing the same function as that specified; ~nd identifying all variations of the proposed CS-5 (5) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the 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.· Contrac·to.r · shall indemnify a ·nd·· hold ·haEmless Owner and Engipeer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERI})...LS: Where, in the opinion of the Engineer 1 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 otherwise specifically provided. The failure of the Owner to make any tests of materials shall be 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 the materials r~presented by the samples until tests have been made and the materials approved for , use. The Contractor will furnish a~equate ,samples without charge .to the Owner. Ih 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 Contactor shall be responsible for rep.lacing .any concrete w~ich does not meet the requirements .of the Contract Documents. Tests s ·hall be rnade··at least 9 days prior to the placini 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 the new materials·. CS-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitn~ss of ~he work. When directed by the Engineer, they shall be placed on wooden platforms ·or other hard, clean durable surfaces and not on the CS-5 (6) -- - - ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the bes~ infoimation available. Omission from, or the ihclusion of utility locations on the Plans is not to be consider~d as the non~xistence of, or a definite location of, existing .underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on th e plans or to show them in the i r exac t location. It is mutually agre e d that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or f or increasing the pay quantities in any _manner whatsoever, unless an obstructi on encounter e d is such as to n e cessitate changes in the lines and grades of con s i derable magnitude or requ i res the building of special wo rks 1 provi s ion for which is not made in the Co ntract Documents, in which case the provision in these Contract Documents for Ex tr a Work shall apply . It shall be the Contractors responsibility to verify locations of adjacent and/or conf~icting utilities sufficiently in advance of -cbnst~uctibn in order tha t he may negotiate such lqcal adjustme_nts _as necessary in the construction process to pr_ovide adequate clearanc.es. The Contractor .shal.l · take all --. ----··----. --fl -e 0 &e-s-s-a-~y-p -:r.:-e--G-a.-u-t-i-0:n..s:...:.....i -n-0sr..:d..e -r-..to-p -r-o..t-e.c-t-a...l...l -e..x.i..sti-n-g ut~lities, structures and service lines. Verification of existing utilities, structQres and service lines shall include notification qf ·all utility companies at least forty eight t4B) hours in advance of co~atruction · including exploratory excavation if hecessary. All verification of existing util~t·ies and their adjustmerit shall be c -on~idered as / I ,/ subsidia~y work. · CS-5.15 INTERRUPtt'ION OF SERVICE: a. Normal Prosecution: .In the normal prosectuion _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 Divi~1on as to location, time, and schedule 0£ service interr).J.ption. · · CS-5 (7} b. 2. Notify each customer personally through responsible personnel as to 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 entrance door knob. The tag shall be durable in compos,i tion,. and in lar.ge. bold-.type. shall. say: 11 NOTICE 11 Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted 0n between the hours of and This inconvenience will be as short as possible. _Thank you, Contractor Address Phone Emergency: In the event that an unforeseen service ihterruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts OF neglect on ~he part 0£ the Con~ractor, any other Contractor or any sub-contracto·r shall suffer loss 6r damage on the work, the Contractor agrees to settle with such ot·her Contractor or· sub-contractor by agreement or arbitration._ If such other Contractor br ijUb-corttractor shall assert any claim against the Owner on account of any damage alleged to have be.en sustained, the Owner will notify ttre c ·oritra-ctor, who shall indemnify and save harmless the O.wner against any such claim. CS-5 .17 c ·LEAN-UP: Clean-up of su·rplus and/or waste materials accumu·lated-on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily ·routine est~blished to the the satisfaction of the Engin~er. Twenty-fours fours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to corr~ct the CS-5 (8) .... ...... - - I ) 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 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 a n d 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 b y him and shall deliv e r over such materials and equipment in a bright, clean, polished and ne w appearing condition. No extta compensation will be made to the Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final ~leanup performed, the Engin~er will notify the proper officials of the Owner and request that the Einal inspection be made. Such inspection will be made within 10 <lays after such notification. After such final inspecti_on, if the work and materials and equipment -· ··--a-re-f·o·um:i.-s ·at-i-s-f·a-ctory,·t·h-e--e-ontra-ct-or-wi-1-l-be·,roti-fi.-e ·d-i.--n·------·--- wr it i ng of the acceptahce of the same after the proper resolution has been passed by the City Council. No time charie will be made against the Contractor between said date of notification of the Engineer and · the date of final inspeetion ·of the work. CS-5 (9) PART C -GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6 .1 LAWS TO BE OBSERVED: The Contractor shall at all times observe ~nd 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 of misunderstanding or ianorance thereof ~ill 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 li~bility arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or bis employees. C 6-6. 2 PERMITS 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 des ires to us·e any· design, device, material, or process covered by letter, patent, or copyright, ---.. ··--·-·-he shall provide foE such use by sui tabie legal agre-ement with the patentee or owner of such patent~ letter, or copyrighted design. It is mutually ·agreed and understood that ~ithout exception the contract pric~s shall include all royalties or cost arising from patents, trade-marks, and copy rig.htS' in any w.ay involved in the work. The Contract-or and his sureties shr;1.ll indemnify and save harmless the Owner from any and all c ·laims for infr inge"inent by ·reason of the-use of any -su.ch patented ·design, device ., material or process, or any trade-mark or copy ri-ght' .in c .onnection with the work agreed to he performed uhd.er these Contract Docume-nts ,. an-d sha'l l 'inde-rnnify 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, how~ver, that the Owner will assbme the respon sibili°ty to defend any a.nd all suits brought· t'or the infringement of any patent claimed to be infringed upon by the design, type of construction or material or eqtiipmsnt specified .in the .Contract Documents furnished the Contractor by the Owner, and tc hold the Con tractor harmless on account of such suits. C6-6 Cl) C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanlines~ and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious 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 inunediate force and effect by the Contractor. The necessary sanitary conveniences for use bf laborers on the .work, properly secluded from public observation, shall be constructed cind maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free 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 so placed and used, and the work s h a 11 at a 11 t i mes be s o c o -n du c t e d , as to cause Jl o 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 property contiguous to the work area. The Contractor shall make adequate provisions --·~·------t.o· reode.r:__r..e_a..s .. un..a.l:>le ingress and egr·ess for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gra~el or su~h 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 · d .ivers.ion of driveway traffic, with specific approval by the Engineer.· If diversion of traffic is a~proved by the Engineer at-any location, the Contractor shall make arrangemen~s sat~sf~ctory to the Engineer at any location~ the Contractor shall make arrci.ngements satisfactory to the Engineer for the diversion of traffic., and shall, at his own expense, provide all materials and perform a11· 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 the con~truction 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 ~all boxes, water valves, C6-6 (2) - - -- 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 i .n 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 done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contia~tor, 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 again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for croising 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. The Contractor shal,l -at all times conduct his operation and the use of cons~ruction machinery so as not t-0 damage or destroy trees and . shr·ubs located in close proximity to or on -· -·--·-the-stt-e-of----the-wor]c-;-W·h·er·eve-rc3:n-y-s-u-c-h-d·a-rna-g·e-ma-y--be-El0-n-e,----- t he Contractor shall immediately satisfy all claims of prop!:rty owrier:s ·,. and no payment will be made by th.e Owner in settlemen-t of such claims. The Contractor shall file with the Engineer a writtan statement sho~ing all such claims a~justed . ) . C6-6. 6 PRIVILEGES :op CONTRACTOR IN STREETS, ALLEYS, AND :RIGHT,-OF-WAY:· For the performance of the. contract, the .:contractor wi l _l be perrni f'ted to use and occupy such portions ·of :the pctblic street~ and alleys, or other public places or other r ights-of'-way as pi;\ovid.ed fo·r · in the. ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A ,reasonabla amo~nt of toolsi ·materials, and equipment for const-rue;tion purposes ·may be stored in such space, but -no more than is necessary to avoid delay in the construction operations. Excavated and waste materials $hall be .piled or stacked in sue~ a way as not to interfere with the use of spaces that may .be designated to be left free and unobsttucted ~nd so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be C6-6 (3) carried on in such manner as not to interfere with the operation o f trains, loading or unloading of cars, etc. Other contractors of the Owner mayi 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 railway, the City will secure the necessary easement for the work. · Where the railway tracks are to be crossed, the Contractor shall ob~erve all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for 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 or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6. 8 EARRICP..DES, WARNINGS AND WATCHMEN: Where the work is. carried on in o -r adjacent to any street, alley, or public pla~e, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fence .s, lights and danger -----·--si.·g-na-1-s -, -s·ha-J.-l-p ·r-ev-i-El-e-s-ue-h"7"wa.tchmen.,_and__shall take . a 11 such - - ; other precautionary measures for the protection of perso·ns or _________ ----- property and of the work as are necessary. Barricades and fencei shall be paLnted in a color that will be visible at -0ight. From sunset to sunrise the ~ontra~tor shali furnfsh and maintain at least one easily visible burning light at each .barzicade. A su£ficient number of barricades shall be erected ind ~aintained .to ~eep p~d~strians away iiom, and vehicles from ·being driven on or in to, ·any work under ·co·nstr.uction or · being maintained. The Contractor s6all furnish waichmen and keep them at their respective .aisignmerits in su~ffcient numbers to protect the work and prevent acci?ent or damage. All ·installations and procedures shall be consistent with the pro~isions set forth in the "1980 T~xas Manua~ on Uniform Traffic Control Devices for Streets and H~ghwaysn issued under the authority of the "State of Texas Unifor~ Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent . sections bein.g Section Nos. 27,. 2 9, 3 0 and 31. . - C6-6 ( 4) - .J The Contractor will not remove any regulatory sign, inBtructional 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 (ph.one number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporaiy sign meeting the raqulrements of the above referenced manual and such ternporaTy 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 tamporary 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 for all damage to the work or the public due to fpilure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evid~nce is found of such damage to the work the Engineer i:nay order the damaged portion immediately removed and replaced by the Contractor at the Contract~r's own expense. The Contractor's responsibility for the maintenance of barricades, s i gns, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted --·---oyl:he 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 m~intaining of barricades~ signs, fences, ahd lights or for salaries of wat~hmen, for the subsequent removal and .disposal of such barr·icades, signs, or for ·any other -incidentals necessary for · the proper-protect.ion, safety, -and convenience of tl:>.e public during ~he contract period, '.as this work is considered to be subsidiary to the several ite~s for which unit or lump sum prices are requested in the Propdsal. .C6-6.9 USE OF ~XPLOSIVES, DROP WEIGHT, ETC.: Should the Con:tractor elect to use explosives,· drop !'eight, 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 r~presen~ative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in C6-.6 ( 5) advance of the use of any 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 Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours piior to commencing and shall furnish evidence that he has insurance coverage to p~otect against any damag~s and/or injuries arising out of such use pf · explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer ·within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of a~y such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent· watchman at all times. All vehicl.es in which explosives are being transported · shall ~e plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic rou£es. ···c6-=-·15 ~··1 ·0 --wotrK'.-wrT-HIN._EASEMEN"Ts:·-·--wffe-r ·e-·the·-wo ·r1c ··-p·a-s ·s 'e ·s -over-i- through, or into private property, the Owner will provide such r~ght-of-way or easement privileg~s as the City may deem necessary for the prosecution of the work. Any ~dditional rights-of-way or work area considered necessary by the Conttactor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acq~ired for the benefit of . the City. The City shall be notified in writing as to th~ rights ·so acquired~efote work begins .in the affected area. The Contractor shall not enter upon private property for any purpose without hiving previously obtained permission from the owner of such property. The Contractor will not be allowed to store eguipment or materlal on private property unles~ and until the specified ~pproval oi the property-·owne·r ~ has · been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically pro·vided otherwise, the Contractor shall clear all r~ghts-of-way or easements of obstructions whicih 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 C6-6 (6) - - : -- J every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all waterr sewerr and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the co~struction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or . o"ccupants of public or private lands or inter.est 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, companyr individual; or other, ·either as owners or occupants, whose land or interest in land might 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 thawork, or at any time due to defective work, material, or equipment . . When and where any direct or indirect or injury is done to publ.ic or private property on account of any a ;c _t r omission, neglect, or misconduct in the execution of the .work, .or in co.nseguen.ce of the non-execution thereof on the part of the Contractor, he shall restore or hav~ restored at h{s own cost and expense such property to a condition at least eguql to that ex i .s ting ___ be for e: __ _s u__c_b __ ...d.a.m.ag_e._o_r _ _j__r,-3.u-r-y -wa.s .-dG-ne0;-b-y-------·--- repa-ir ing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shai1 make good such damages or injur_y in -?-manner acceptable to ·the owner of the property and the Engineer. All ferrces encountered and removed during construction of this project shall be restored to the or ,iginal or ·a bett::er than original .condition upon completion of this project. When w·ire· fencing, · either wire mesh· or barbed w,ire is to be crossed, the Contractor shall set cross braced posts on either side of perman~nt easement be£ore the fence is cut. Should ~dditional fence·cuis be· necess~ry, the Contractor shall provide cross braced posts ·at point of the propo·sed_ cut in addition to the cr-0ss brac~d posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be er~cted in pl~ce of the fencing removed whenever the work is not in progress and when the site is· vacated overnight, an~/or at all times to prevent liv:estock from entering the construction area·. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the -~roject C6-6 (7) 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 pioperty to make good such damage or injtiry, the-Owner may, upon 48 hour writt.en 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 tq be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract_ C6-6.ll INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that 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 the exclusive right to control 'the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents; servants ·, employees, contxactors, subcontractors, licensees and invitees .. The doctrine of respondeat superior s~~ll not apply as between Owner an~ Contractor, its officers, agents, employ.ees, con tract0rs and subcontractors, and nothing herein shall be construed as -creating a partnership or Joint enterprise between Owner and Contractor_ .... A ------------------------------------·------, ____ ·----------- C6-6.12 · CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to and do.eS hereby indemnify, hold harmless and defend, at its own expense, O·,vner, its officers, agents, servants and employees, from and against any and all claims or suits for property loss or damage and/or personal injury, includ,ing death, to any and all person.s, 0f ... vhatsoeve.r kind or character, whether real or asserted, a.-ising ~mt of or in connection with, directly or indirectly, the work and servi~es to be performed hereunder by Contractor, its officers, agents, employee_s, subcof}tractors, licensees or invitees, ·whether or not caused, in ·whole or i~ part, by the alleged ~e~ce of the . officers. agents, servants, employees, c~mtractors, subcontractors, licensees and invitees of .the City: and said Contractor does · hereby covenant and agree . to assume all liability arid responsibility of City, its officers, agents, servants and employees for any and all claims or suits for property loss or damage 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 Contractor, its officers.,· agents, employees, subcontractors, licensees o·r invitees, whether or not caused, in ·whole or in part, by the alle~ ~ence of the officers. agents, servants, employees, C6-6 C 8) ..... ., - ) contractors. subcontractors, licen-sees and invitees of the City. Con~ctor Iike·wise covenants and agrees to, and does hereby, indemnify and hold harmiess City from and against any and all injuries, damage, loss or destruction to property of City during the performance of any of the terms and conditions of this Contract, whether arislng out of or in connection with or resulting from. in whole or in part. any and all alleged acts or omissions officers, agents, servants, employees, contractors. subcontractors, licensees, invitees of Owner. In the event a written claim for damages against th e contractor or its subconlractors remains unsettled at the time all work on the project has be en completed to the satisfaction of the Director of the Water Department, as evidenced by a final "inspection, final payment to the Contrac tor shall not be recommended to the Director of the Water Department for a period of30 d ays a ft er th e date of such final inspection , unle ss the Contractor shall submit vmtten evidence satisfactory to the Director that the ciaim ha ~ been settled and a release has been obtained fr om .the claimant invo}J/ed. If the claims concerned r e mains unsettled as of the expiration of th e above 30~day period, Lhe -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 vaiue of any written claims pending against the Contractor arising out of perfon:nance of such work, and such semi-final payment may then be-recommended by the Pirector. 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 a<;:c~ptance of the work perfo~ed unless ·the Contractor submits evidence in writing salisfactory tot .he Director that: L The claim has been settled and a release has been obtained from the claimant invo-lve,d, or -2. . Good faith efforts have been made to settle such outstandin~ claims, and such oood faith efforts have failed. . t:, If co~dition (1) above is met at any time witpin the six month period~. V1e Director shall recommend that t~e final paymen:t 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 Director may C6-6 C~) 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 outstandi!1g as a result of work performed under a City Contract. (Revision Date: April 15, 1999) C6-6-13 CONTRACTOR'S CLAIM FOR DA.MAGES: Should the Contractor claim compensatioµ for 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 Engi~eer, setting out in detail the natu·re of the alleged damage., and on or before the 25th day of the month succeeding that in which -any such damage is claimed to have been sustainec.J the Contractor shall fi.le with the Engineer an itemized statement of the deta,ils a!ld amount of su.ch alleged damage and, upon reguest, 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 bereinabove regµired ., the Contractor• s claim for compensation shall be waivedr and be shall not be entitled to paJrmen t on account of such dcu-nages _ C6-6 _ 14 ADJUSTMENT OR RELOCATION OF ;J?UBLIC UTILITIES, ETC'_: . In case it is necessary to change, move, or alter in any manner the propert,y of a pu:Plic utility or othersJ the said property shall not be· ~oved or interferea :with until orders thereupon have been ·issued by the Engineer_ The right is reserved to the owners of ppblic utilities to enter ~he geographical limits of the Contract for the purpose of rnpking such changes or repairs to their property that may b~ necessary by the performance of this contrac:t_ C6-6 _ 15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When exist::ipg sewe~ lin.es fiave to ·be taken up or rem.eyed, the Contracto.r. shall, at his own expense and cost, provide and maintain temporary outlets and conr;lections for all private or public drains and sewers_ The Contractor .shall also take care of all sewage and drainage· which · will be recei v .ed from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and exp~nse, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such trou.gJ?s, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 (lQ) - -. - - / received from these temporary connections until such times as the permanent connections a~e built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specif~ed 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. C6-6.16 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 comp·lete and sitisfactory arran~ements with the Fort Worth City Water Department for so doing. City wa t er fur n ished to the Co n tr a ctor shall be delivered to the Contrac t or from a conn~ction on an existing City main. All piping required beyond the point of delivery shall be instailed b y the Contractor at .his own expense. The Con ~ractor~s responsibil i ty in th e use of all e x isc1ng fire hydrant and/or valves is detailed in Section E2-l.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are uaed to measure the water, the charges, if any, for water will be at the regular established rates. wnen meters are not used, the charges, if any, will be as prescribed by the City Ordinan~e, or where no ordinance --a -P -P-l-i-e -s .. .,_--p.a,¥-m-e-n~t-S-i:i-a-l-l.-b-e -m-a .d-e .--0 -n -e.s-t-i -m-a-t-e.s-a-n-d -:r:-a-t-e-S------ ~ stablish e d by the Director o f t6e Fort Worth Water Department. C6-6.17 USE OF A SECTIO~l OR PORTION OF THE WORK: Whenevl;:r, in the opinion of the Engineer, any settioh or portion of the work or .any strtict,ure 'is in suitable condition, it may be put into use upon the .written brder of the E~gineer, an~ such usage shall not be held to be in any way an adceptaqce of said work oi::: struct1;1r_e or any part. thereof or as a waiver of any of the provisions -of the~e Contract Documents. All. necessary repairs and r~movals of any sec~ion df the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be per£,ormed l?Y the Contractor at his own ex~ense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WoRi: 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, arid he shall t~ke every necessary precaution to prevent injury or da~age to· the work or any part C6-6 (11) r I I 1 I I --t -.•. thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The ·Cont~actor 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 aq6eptan~e of iny 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 Docu..rnen ts. C6-6. 2 0 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 representatives of the Owner, either personalLy or otherwise 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, an .organization which qualifies for exemption pursuant the provisions of Artic'le 2-o--:-o-t1-("H1~--i:ne-rrex-aTs ·-·-····-·-·· 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 cf this con~ract 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 by the Contrac~9r in lieu of the tax shall be subject to and shall comply with the provi~ions of State Comptroller's Ruling .011, ~nd ~ny other applicable State Cbmptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Ta;x Act. On a contract awarded by a developer · for the construction of a publicly-owned imp~ovement in a street right-of-way or other ~asement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 CH) of the Texas limited Sales, Exciise, and Use T~x Act, the Contractor can probe:bly_ be exempted in the sa_me manner stated above. C6-6 (12) - - - - ' , ' Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Aus·tin, TX . C6-6 (13) ) J PART C -GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.l SUBLETTING: The Contractor shall perform with his own ·organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embrace.d i n the contract. If ttie Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be reliev ed 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 th.:: Contractor and shall be subjec t to the same requireme nts as to character and competency. The Owner will not recogniz e any subcontractor on the work. The Contractor shall at all times ; when th e 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 s h all no t assign, transfer; sublet, convey, 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 ~he City Council and concurred in ·by the Sureties. ·•-·-·--·-----------···------------·---·----·-· ) If the Contractor .does, without such previous consent, assign, transfer, subl~t, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, io any person or persons, partnership, company, fiFm, pr. coreoration, or does ~Y bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of ant stat~, attempt to dispose of the ~ontract may, at the option of the Owner be revoked and annulled, unlesa the S~reties shall successfu,lly complete· said contract, ansI in the event of q.ny -such revocation or annulment~ any monies due .or to becorrre due under ox by virtue of sa"id contract shall be retained by the O~ner as liquidat~d damages for the reason that i~ would be irnprat~ic~ble and _ e~t~emely diffic~l~ to fix the ~ctual ·damages. · C7-7.3 PROSECUTION . OF THE WORK: Prior to beginnin~ ~ny con~truct~on opetation, the Corttractor shall submi~ to the Engineer ih five or more copies, if requested by the Engineer, a progress schedule preferably in chart o,r · diagram form, or a brief outlining in detail and step by step ~he manner of C7-7 (1) 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 also 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 w i th s u ff i c i e i1 t e q u i p _m e ri t , mater i a 1 s , and · 1 a b or as i s necessary to insure its completion within the time limit .. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Docu~ents. Any deviation from scuh sequencing shall be submitted to the Engineer for his ~pproval. 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 the full responsibility of the complete perform.=:nce 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 Agreementr and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contiactor so as to create .a minimum amount of inconvenience to the public. At any time when, in -The J.UOgment orEne Eng1neer,tl1e-contrac1:or·------ has obstiucted or closed or is ~arrying on operations in a portion of a street or public way greater than -is necess~ry for the proper execution of the work, the Engineer may require the Contractor to finish the section · on which operations are in progress before the wo:i;k is commence_d .on .an'y addH;.ional seGtion or street. C7-7.s · CHARACrER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor. i ·s available. The Contra·c ~tor may. bring in. from outside the City of .Fort Wor.th _his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the locaL supply is exhau~ted._ The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assig-ried to them, and the .Eng ine·er may · demand and secure the sumrna.ry dismissal of any person ·or persons · employed }:)y the C~ntractor in or about or on the ·work who, in the opinion of the Owner, shall misconduct himself or be found to be incompeten·t, disrespectful, intemperat~, dishonest, or C7-7 (2) --. - J ,' otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions 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 performan~e of the a~signed duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for 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 tha Engineer a -nd shall be maintained in a satisfa~tory, safe and efficient working condition ~ Equipment on any portion of the work shall be such that no injury to the work, workmen or aajacent property will result from its use. C 7-7. 6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl-1. 23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whicheve·r comes first. ]Jothing in these Contract Do.cuments s .hall be construed as prohibiting the Contractor from working on Saturday, Sunday or -r;e-ga-1--:n 0 -1-±·d-ays ·,--pT-ovhli-n g -t -hat-t-he--f-o-1-1-ow-i-ng-ie-'eq-u -i -r:-eif!en-t-s --a-1: e · ----------· met: a. A . r eque.s t to wo_rk on a specific Saturday, Sunday or Legal Holiday must be ma .de 't:o th-e Engineer no later than · the proceed1ng Thursday. b. .Any work --to be done on the project on sucl} a specific S~turday, Sunday or Legal Holiday must be, ~n the opinion of .the Enginee·r., essential to tlie timely completion of the pr<?jec:t. T-he Engineer's dee is .ion shall be final in response to such a request ·for. approval to work on a s,pecif ic S.ai:u~day, Sunday or riegal Holiday, and no extra ·compensation shall be allowed to the Contra.ctor for a ·ny work performed on such a specific Saturday, Sunday _or Legal Holiday. · Calendar Days shall be defined in Cl-.L 24 and the Contractor may work as he so desires. C7-7 (3) I I ' I I j I ! C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations withLn 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 rna~ntain a rate of progress such as will insu:re0 that the whole work · will be performed and the premises cleaned ~pin accordance with the Contract Documents and within the time established in sue~ documents and such extension of t~rne as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's reauest for an extension of time of completion shall be consid~red 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 have occurred. Should an e x tension 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 unforseeable causes beyond the control of and w.ithout the fault or negligence of the Contractor, including but, limited to acts of the public en_emy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. -------------------------- 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 oLder dates and other pertinent da~a as requested by the Eng ine~r i ,ndica t'es that the Contractor has, made a bona£ ide attempt to secure del"ivery qn schedule. This _shall include efforts to ~b~ain th~ supplies and materials from alternate sources in case the first source cannot make delive~y. If satisfactory execution and completion of the contract should require work and materials · in greater amount~ or quantities than those set forth in the approved Contiact Documents, then the contrac~ time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, excep~ when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 C 4) 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 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 shal~ 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 delai will entitle the Contractor to an equivalent extension of time, his application for which shall, how~ver, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his perf.ormance bond from all his obligations hereunder ~hich 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 biddei shall indicate in the appropriate place on the last page of the Proposal the n u mber 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 t he 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 -c:omp-l'et-ion-spe-c-i -f-.i:-ed-.i:--n-t:he -eo-n·c-.r-a·e-t-B0e·ume-B -ta-s .----------- For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the Lncreased time granted by the bwner, or as automatically increased bv additional work or materials ordered after the c.ontr~ct. is signed, the sum per aky _given in the following s _chedule, unless ot::herw"ise specified in other parts of the Contract Documents, will be deducted from monies due the ~ontractor,· n~t as a pen~lty, but as ligui~ated damages suffered by the O~ner. AMOUNT OF CONTRACT Less than $ 5,000 inclusive $ 35.00 $ s,001 · to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25 ~ 0,00 inciusive $ 6~.00 $ 25,001 to $ 50,000 inci"usive $ 105.00 $ S'O, 001 to $ 100,000 inclusive $ 154.00 $ 100,001 to $ 500,000 inclusive $ 210.00 C7-7 CS) i I !· $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 $2,000,000 inclusive$ inclusive$ $ 315.00 420.00 630.00 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 ihe Contract Documents would be incapable or very difficult of accurate estimation, 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. C7-7.ll 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 event 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 unfavorable conditions whjch in the opinion of the Owner or Engineer cause further prosecution of the ~ork to be unsatisfactory or detrimental to the interest of the project. During temporary ~ension of work covered py this contract, for any reason, · the Owner will make no extia payment for stand-bi time of construction equipment and/or construction crews. I f i t s h o u 1 d b e come n e c e s s a r y to s us p .e n a work for an indefinite period; the Contractor shail store ill 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 t6 p~event damage or deterioration · of the work performed; he shall pcbvide ~uitable dt~inage ·about the work, and ·ere.ct temporary structur·es · 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 TH~ TIME OF COMPLETION, and should it be determined by mutual ·consent of the Contractor and the Engineer that~ sqlution to all~w construction to proceed is not available within a re~sonable 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 C7-7 (6) - ... - ) I ) that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of movirig 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 riotify 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 obtainab~e. 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 faault or neglect of the Contract, then if the Owner · cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equ ipm.en t with in thirty days, the Contract0r may request the Owne~ to terminate the contract ·----,3.·B e.-t-h e ---ffwn -er--ma.y.--G.o.mp -1.y--w.i . .th _..:t.h.e ._r_e_q.u.e.s..t .;._an.d_t_b..e . t er mi n at i o n ________ _ shall be conditioned and based upon a final settlement mutually acceptable to both the Own ,er and the Contractor and finai payient shall be made in accordance with the terms of .the agreed settlement, which shall include, but no~ be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7 .14 SUSPENSION OR AB!i.NDONMENT OF THE WORK AND ANNULMENT OF CONTRAC~: The work operations on all or any portion or section of the work under Contract shall be suspended i.mrnediately on written orde'r of the Engineer or the C.on tract may be declared cance1·1ed by the City Council for any good and sufficient cause. The -following, by way of example, but not of limitation, may be consid~red grounds for suspension or cancellc1.tion: a. Failure of the C6ntractor to commence work operations within the time specified in the Work Order issued by the Owner. C7-7 (7) ;; i ' I i ! I i I I I l i ! b. c. d. e . f. g. h. i. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. Failure of the Contractor to provide and maintain sufficient l~bor and equipment to properly execute the working operations. Subst.a.n.t.i .al evi .dence th.at the C.o,ntractor has abandoned the work. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. Failure on the part of the Contractor to observe any requirement~ of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. Failure of the Contractor promptly to make good an y defect iu mat e rials or workmanship, or a n y def e c t s of any nature the correction of which has been directed in writing by the Engineer or the Owner. 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. ·----------~---------· --·--·----.. -----·--~ A substan.t.ial indic9-tion that the Contractor has made an unautho~ized 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 workiilg operation in an a -cceptable manner. k. If the Contractor ~omrnences legal action against the Owner. A copy of the suspension order or action of the City Council sha11 be served on the Contractor's Sureties. When work is suspended for any cause or cau~es, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assu~e the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written · C7-7 (8) ... ) ) consent of the Owner, sublet the work or that portion of 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'~ place in· all respects, and shall be paid by the Owner for all work performed by them in accordance with the te~ms 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. 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 by 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 part thereof as it m~y deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, e .quipment, 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 w·ork, and to . charge to the account of the Contractor of said con.tract expense for labor l materials r tools! equipment, and all expenses incidental thereto. The expense so charged shall be deducted -by the Owner from SUGh . monies as may be due or ~ay become due at any ti~e theieaf~er to the Contractor under and by virtue 9f the Contract or any part~ereof-.--Tne ____ _ Owner shall npt be required to obtain the lowest bid for the work cornplet~ng the contract, but the expense to be deducted sha11 be the actual cosi of the owner of such work. In case such expenses shall exceed the .amount which would have ·been payable under the Contract if _the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amdunt ·of such excess to the City .on notice from the Owner of .the exce~s due. When any particular part of the work is being carried ·on by the Owner by contract or otherwise under the provisions of this ~ection, the Contractor shall continue ~he 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 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 br bonds or by law, when all the work and all sections or parts of the proje~t covered by the Contract Documents have C7-7 (9) been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C?-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work und~r this .. contract~ay 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. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is term i n ·a t e d ·, a n d t h e d at e up on w h i c h s u c h termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and establ.ished when the letter is placed in the Uni t e d States Mail by the Owner. Further, it shall be d.eemed conclu~ively presu-med and established that such termination i s made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Own~r regardi~g such disqretionary action. - B. CONTRACTOR ACTION: After receipt of a notice of ·--------,---------·--h=•rm i oa.ti..on.,~lLd._excep_i_~ otherwise dire;cted by ____ .... __ _ the Engineer, the Contractor shall: 1. Stop work under the contract on the date an d to the ext~nt specified in the notice of terminat i on; 2. place no further orders or subcontracts for ~aterials, servi~es or facilities 'except as ~ay 'be necessary for bompletion 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 wor~ terminat~d by the notice· of termination; 4. transfer ~itle to the Own~r and deliver in the manner, at the times, and to the extent, if· a~y, directed by the Engineer: C7-7 (10) .... ,-- I ' a. the fabricated or unfabricated parts, work in process, completed work, ~upplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of ter~ination; 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 part of the work as ~hall 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 t~rmination, the C~ntractor may submit to the Engineer a list, certified as to quantity and gual.ity, of ·~ny or all items of termination inventory -·not previously d""i-spos ea.-o-f---,-e-xc-1--u-s--±-v ·e-o·-+r-- i terns the disposition of which has been directed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be s -u b j e c t t o :v er if i cat i on by the Eng i n e er upon removal of the items or, i£ the items are stored~ Mithin 45 days from the date of submission of the list, and any n~cessary adjustments to .correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAJ;M:· Within 60 days after 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 ona or more e~tensions 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 co~cl~sively deemed waived. C7-7 (11) D. E. AMOUNTS~ Subject to the provisions of Item C7-7.16(C), the Contractor and 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 work pursuant here~o; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of ~ayments otherwise made and as further reduc·ed · by-the · contract pr ice of 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 in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, r estrict or otherwise determine or affect the amount or a mounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided i n C7-7.16 (D) up.on the whole amount to be paid to the Contractor ·by r~ason of the termi nation of work pursuant to this secti,on the Owner shall determine, on the basis of information available to it, the amount, if any, dUe to the Contrac~or by reason of -------__ .. ____ , __ · --th-e-t1:r:nrtrra:~-i_-o-n-,1m:rs-h-a-1-1-pa:y-t-o-th-e--c-o-nYnn::-:t-or-·tl:fe ___ ------ F. amounts determined. No amount shall be due for 16st .or anticipated profits. DEDUC'rIONS: In arriving at the .amount due the con.t.ractor under this section,. the.r ,e shall be deducted (a} all unliquidated advance or other payments on accou~t the~etofoie made to the Con.tractor, applicable to the termina:tea· portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) ·the agreed price for, or the proceeds. of sale of, any mate~ials, supplies or other things kept by the Contractor or sold ~· p.ursua-n.t to the provisions of this clause, and not otherwise recovered bj or ·credited to the Owner. G. ADJUSTMENT: If the termination hereunder be parti~l, prior to the ·settlement of the ter~inated portion of this . qontract, the Contract9r may file with the ~ngineer a reguest in writing for an C7-7 (12) .,. ..... - I / ) equitable adjustment of the price or prices specified in the contract relating to .the continued portion of the contract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or pr~ces; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract wh e n said contract does not contain an established contrac t price for such continued portion. H. NO LIMI~ATION OF RIGHTS: Nothing contained in this sectiorr shall limit or alter th e rights which th e Owner may have for t er min a tion o f this contrac t under C7-7.14 hereof entitled nsuspension o f Abandonment of the work and A.i-nendment of Con t ract " or any other right which Owner may hav e for default o r breach of contract b y Contractor. C7-7. l 7 S A FETY METHODS AND PP~ll:.CTICES : The Contractor shall be responsible for i nitiating, maintaining 1 an d supervising a l l saf e ty precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement s The Contractor shall comply with federal, state, and local l~ws, ordinances, ~nd reaulations so as to protect person and . pro p,erty from 1njury',-1.~clud1.ng deatn,-or· ctamage-1-n-conn-e-ctron-------- with the work. C7-7 (13) ) ) PART C -GENERAL CONDITIONS CB-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT CB-8.1 MEASUREMENT OF QUANTITIES: 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 praccice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. CB-S.2 UNIT PRICES: When in the Proposal a "Unit Price" is ~et forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, e~uipment, appliances and appurtenances nec~ssary for the construction of and the completion in a manner acceptable to the Engine~r of all work to be done under these Con~ract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead: surface: and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxe~, and all other i terns not speciflcaily rnentionedtnat may be regu 1.red ~--··-·--· fully construct each _ item of the work complete in place and in a satisfactory condition for operation. CB-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the ·said ~Lump Sum" shall represent the total cost for th.e -Con.tr·act,or to furnish all labor, tools, materials, rnach_iner.y, · equipment,, appu·rtenances, and all subs idary wc;nk · necessary for the ~onstruction and completion of all the work t'O provide a ·complet;.e and functional item as detailed in the Special Co.ntract ·Docurnents and/or Plans. CB-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor; tools, materials, and incidentals for per·forrriing all work contemplated and embraced under these Contract Documents, for all lo"ss and. damage arising out of the nature of the work or fro"m the action of the elements, for any -~nfor~seen defects or obstructi9ns which may arise or be encountered during ~he pros~cution of th~ work at any time C8-8 (1) before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of 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 completeing the work in an acceptable manner according to the terms of ·the Contract Documents. The paym~nt of any current or partial estimate prior to 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 ~aterial used or equipment or machinery furnished in .or about the coustruction of the work .under contract and i 'ts appurtenances, or any damage due or a ·t tr i b u ,t e d to such defect s , w h i c h defects, imperfection, or damag~ shall have been discovered on or ·before the final inspection a.nd acceptance of work or during the one year guaranty period after final acceptance. The Owner sha11 be the so~e judge of such defects ~ imperfections, or dama_ge., and the Contractor shal_l be liable to the Owner for failure to correct the same as provided herein. CS-8. 5 PARTIAL ESTIMATES AND .RETAINAGE: B.etween the 1st and -----· ----St-h-nay--of-e-a-c -Jr-nwnth--o-trre-e-ontra-ct-o-r-s~h a-1-1--s -u-b -mi-:t·-t-o--t -he · --···-·---· 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 10th day of the month. the ,.Engineer shall verify such estimate, and if it is .£·ound· to be · acceptable and. the value 0£ work performed since. the last partial payment was made exceeds one hundred dollars ( '$100. 0 0) in amount, 90% of such estimated sum will be· paid to ±he Contractor df the total contract amount is l~ss than $4D0,0-00 1 br 95% oi s~ch estimated sum wLll be paid to the Contractor i'f the total, contract amount . is $400,000 or greater within twenty-f·i ve ( 25) days after the regular estimate period. The city will have the option of preparing estimates on forms furnished by the City. The partial estimate may inqlude acceptab-le·nonperishable materials delive:i;ed to the work which are io ·be incorporated into the work .as a per~anent part thereof, but which at the the time of t~e -estimate have not been installed. {such payment will be alLowed on a basis of 8S% of the net invoice value thereof.) The Contractor shall furnish the Engineer such information ~she may request to aid C8-8 (2) ) I ; him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and 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 quality 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 paymeht of any monthly estimat~ if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. CB-8.6 WITHHOLDING PAYMENT: Payment on any estimate or e~timates may be h~ld in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Doquments. CB-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 f ,ulfilled on the part of the Contractor: the Contractor shall notify the Engineer in writing that the improvements are ready for the final ~nspection. The Engine~r shall notify the _appropriate officials of the Owner, will within a reasonable time make such · f -inal ,inspection, ana-i-f-£11e work 1s·-~----.-·- ·satisfactory, in ah acceptable condition, and has been completed in accordance with the terms of the Contract D_ocument,s and all approved modifications thereof, the Engineer ~ill initiate ·the processing of the final estimate and recomm.end final acceptance o.f the project and final payment therefor as outlined in cs~s.a below. CB ·-8. 8 FIN.AL PAYMENT: Whenever all the improvements ,provided for by the Contract ·oocuments ind all approved modifications thereof shall have been completed and all requirements ·of the Confract 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 cart be made. All prior estimates upon which payment has been made are subject to necess~ry corrections or revisions in the final payment. C8-8 (3) The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnish~d by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and 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 ~nder the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The ma,king of the final payment by the Owner shall not relieve t .he Contractor of any guarantees or ot:her requirements of the Contract Documents which specifically continue thereafter. CB-8.9 ADEQU.ACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the contract Doquments and all modificat!ons of the approvea-co.nt:ract--:lJocurnents. IE is~nerefore, a<;1reed tnat~ __ .., ___ --· ·-· the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety o ·f the structu.!7~, and the practicability of the operations of the completed project., provided tbe Contractor has . complied with .the requirements of the .said Contract Documents, all approved ~edifications thereof, and additions artd a .Iterations thereto approved in writing by the Owner. The burden of ·proof of .such compLiance sha11 be upon the Contractor to show that he ~as compli~5 with the s~id requirements of the c;ontract Doc.uments, approved :modifications thereof, and all approved additions and alterations thereto . . CB-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any· provision in the Contra·ot 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 riocuments or relieve the Contractor of liability in respect to any express warranties or responsibiiity for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) j pay for any damage to 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 andshall 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 outline. The Owner will give notice of observed defects with reasonable promptness. C8-8 .11 .SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plaris, 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 wo~k, 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. CB-8 .12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under va~ious 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 misceltaneous placement of material w~ll be made for only that amount of material ~sed, measur~d to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of tne-ci.-c::c.ll.ct-.r -cfmou-nt--u-s -eu-f ·or~ire-proj-e-ct-: --------- C 8 -8. 13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all spe~ifications, plans, addenda, modi£ications, shop drawings and samples at the site, in good orde~ and annotated to show all changes made during the construction process. 'I'hese shall be· delivered to Engineer upon completion of the work. C8-8 (5) - - - -7- PART C1 -SUPPLEMENTARY CONDITIONS - - - ..... - PART Cl: SUPPLEMENTARY CONDITIONS TO PART C -GENERAL CONDITIONS A. General 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. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: C. D. 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 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. Part C -General Conditions: Paragraph C3-3. l 1 of the General Conditions is deleted and replaced with D-3 of Part D -Special Conditions. C3-3.l 1 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised 10/24/02 Pg. 1 E. F. 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 harml ess and defend, at its own expens e, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss , property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury, 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. INCREASED OR DECREASED QUANTITIES : Part C -General Conditions, Sect ion 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 10/24/02 Pg . 2 ...... G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL INSURANCE REQUIREMENTS" a . The City, its officers , employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents , 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to prov ide 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. Revised 10/24/02 Pg. 3 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 d amage 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 CS-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 p artial 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 10/24/02 Pg.4 J. which shall assure the performance of the general guaranty as above outlined . The Owner will give notice of observed defects with reasonable promptness. Any reference to any shorter period of time of warranty contained elsewhere within the 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. 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 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 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 10/24/02 Pg. 5 1. Page C3-3(3); the paragraph after paragraph C3-3 .7d Other Bonds should be revis ed to read : 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 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. l 1 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". 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 th e 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) 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 compli ance 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 10/24/02 Pg. 6 -(' ., ..... 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. l O 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 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. 0. MINORITY /WOMEN BUSINESS ENTERPRISE COMPLIANCE: 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 . Revised 10/24/02 Pg. 7 P. M' A9ffR.{\.TE~: Section C3-~.:B of the Ge~eral Con ditions is delet~4-~<ir€?P.la ~~~tFith . 1tl:ie foll qwin g:_ ( ~) The '.c~~~~~,9!,~~~L~-~P,lY with ~-~equireip,,~tsl ~ 9~~pt_er, 2f 5(;tt~a~ _ . GovelllD),ent Cotle; mcludiµg the payment of notJess. than the i:ates \aetermmed by'the .. ~+ ? --•r , . --l;, ;~. "*'1;'" ,, . .:o ' ·• _ : 1 • . :;·, , -' , -J~ ~ :f•.} ,~'I-_ t\J,r·c~ •-t,J. ~ . .;_f ,. t . -., _ · 1.- City Cmµic;il of(tjj e City of E.ort Wortµ to'.be the prt;vailing ,wage -rates'ii(aCC?Otdance with'. "' · i · • " ··, 7 -_·" ... -·.•' ~ t. ii<. ~--.' __ ,,;_*,,., . • ,"',,< S!:?:~gtir~~f~8,: t ~xas G q_verpp1 ent Coµe. -such "lirig. wag e·rates are·m cl1,id ¢,µi thes~ contract aocuments;' Revised 10/24/02 ,._ ..... "'_.,, .. :,.;,;,1, •..... --. ,._.. • Pg. 8 - ...... PARTD 8. Part D -Special Conditions 9. Part DA -Additional Special Conditions 10. Part DB -Special Provisions For Street And Storm Drain Improvements -Green- -Green- -Green- -8- PART D -SPECIAL CONDITIONS PART D -SPECIAL CONDITIONS D-1 GENERAL .......................................................................................................................... 3 D-2 COORDINATION MEETING .............................................................................................. 5 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .................... 5 D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT .................................... 7 D-5 CROSSING OF EXISTING UTILITIES ............................................................................... 7 D-6 EXISTING UTILITIES AND IMPROVEMENTS .................................................................. 8 D-7 CONSTRUCTION TRAFFIC OVER PIPELINES ................................................................ 8 ~ :'·8. if:RA FFle CGNTR© ......................................................................................................... 9 D-9 DETOURS ....................................................................................................................... 10 D-10 EXAMINATION OF SITE ............................................................................................. 10 -D-11 ZONING COMPLIANCE ............................................................................................... 10 D-12 WATER FOR CONSTRUCTION .................................................................................. 10 D-13 WASTE MATERIAL ........................................................................... : ......................... 10 D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE ...................................................... 10 D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................. 11 D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ............................ 11 D-17 BID QUANTITIES ........................................................................................................ 11 D-18 CUTIING OF CONCRETE .......................................................................................... 12 D-19 PROJECT DESIGNATION SIGN ................................................................................. 12 D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...................................... 12 D-21 MISCELLANEOUS PLACEMENT OF MATERIAL. ....................................................... 12 D-22 CRUSHED LIMESTONE BACKFILL ............................................................................ 13 D-23 2:27 CONCRETE ......................................................................................................... 13 D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ......................................... 13 D-25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS ............ 14 D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) ................ 15 D-27 SANITARY SEWER MANHOLES ................................................................................ 16 D-28 SANITARY SEWER SERVICES .................................................................................. 19 D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ................ 20 D-30 DETECTABLE WARNING TAPES ............................................................................... 23 D-31 PIPE CLEANING ............................... _ ........................................................................... 23 D-32 DISPOSAL OF SPOIUFILL MATERIAL ....................................................................... 23 D-33 MECHANICS AND MATERIALMEN'S LIEN ................................................................. 23 D-34 SUBSTITUTIONS ........................................................................................................ 24 D-35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER. ............ 24 D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES .......................................... 27 D-37 BYPASS PUMPING ..................................................................................................... 28 D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER .......... 28 D-39 SAMPLES AND QUALITY CONTROL TESTING ......................................................... 30 D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ............................................................... 31 D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................ 32 D-42 PROTECTION OF TREES, PLANTS AND SOIL ......................................................... 32 D-43 SITE RESTORATION .................................................................................................. 32 D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST .............................................. 33 D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING ............................................. 33 D-46 CONFINED SPACE ENTRY PROGRAM ..................................................................... 38 D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ............................ 39 D-48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) ...................... 39 D-49 CONCRETE ENCASEMENT OF SEWER PIPE .......................................................... 40 04/15108 SC-1 D-50 0-51 0-52 52.1 52.2 52.3 52.4 52.5 52.6 52.7 52.8 52.9 52.10 52.11 52.12 0-53 0-54 D-55 0-56 0-57 0-58 0-59 0-60 0-61 0-62 D-63 0-64 0-65 0-66 0-67 0-68 0-69 PART D -SPECIAL CONDITIONS CLAY DAM ................................................................................................................... 40 EXPLORATORY EXCAVATION (D-HOLE) .................................................................. 40 INSTALLATION OF WATER FACILITIES .................................................................... 40 Polyvinyl Chloride (PVC) Water Pipe ........................................................................... 40 Blocking ....................................................................................................................... 41 Type of Casing Pipe ..................................................................................................... 41 Tie-lns .......................................................................................................................... 41 Connection of Existing Mains ....................................................................................... 41 Valve Cut-Ins ............................................................................................................... 42 Water Services ............................................................................................................ 42 2-lnch Temporary Service Line .................................................................................... 44 Purging and Sterilization of Water Lines ...................................................................... 45 Work Near Pressure Plane Boundaries ....................................................................... 45 Water Sample Station .................................................................................................. 46 Ductile Iron and Gray Iron Fittings ................................................................................ 46 SPRINKLING FOR DUST CONTROL .......................................................................... 47 DEWATERING ............................................................................................................ 4 7 TRENCH EXCAVATION ON DEEP TRENCHES ......................................................... 47 TREE PRUNING .......................................................................................................... 47 TREE REMOVAL ......................................................................................................... 48 TEST HOLES ............................................................................................................... 48 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ............................................................................... , ........................ 48 TRAFFIC BUTTONS .................................................................................................... 49 SANITARY SEWER SERVICE CLEANOUTS .............................................................. 49 TEMPORARY PAVEMENT REPAIR ............................................................................ 50 CONSTRUCTION STAKES ......................................................................................... 50 EASEMENTS AND PERMITS ...................................................................................... 50 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ................................................ 51 WAGE RA TES ............................................................................................................. 51 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ..................................... 53 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) ............................................................................................................. 53 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS ..................................................................................... 55 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ................................................. 56 EARLY WARNING SYSTEM FOR CONSTRUCTION ..................................................... 56 AIR POLLUTION WATCH DAYS ..................................................................................... 57 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS .......................................... 57 """'•"'R""'"""'EJ=· ~-" """".~'-~"-=e=· M=.··a fr.f.f:!©'111~.. . ........................................................................................... 57 04/15108 SC-2 ' PART D -SPECIAL CONDITIONS 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: CITY OF FORT WORTH, TX 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4 & 5, CONTRACT 41 CITY PROJECT NO. 00441 WATER PROJECT NO. P253-602170044 SEWER PROJECT NO. P258-702170044 DOEN0.5396 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 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. 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. 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 - . CITY OF FORT WORTH 04/15108 SC-3 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-conside ration 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-co nsideration requests have been properly filed may, at the option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposa l 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 tha t 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. 04/15108 SC-4 PART D -SPECIAL CONDITIONS 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 . 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. 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 undertake_n 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 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. 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 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 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 04/15108 SC-5 PART D -SPECIAL CONDITIONS 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. 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 . 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 t he person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage , prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in 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 04/15108 SC-6 PART D -SPECIAL CONDlTIONS 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 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 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) 463-3642 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 04/15108 SC-7 PART D -SPECIAL CONDITIONS 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 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 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. It is understood that the Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with the proposed 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 util ities 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 04/15108 SC-8 PART D -SPECIAL CONDITIONS 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. · TRAFFle OONTRO The contractor will be required to obta in 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. 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 817-392-7738) 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 ." mairi enanc 04/15108 SC-9 PART D -SPECIAL CONDITIONS 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 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 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 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- 04/15108 SC-10 PART D -SPECIAL CONDITIONS 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: 1. 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." 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 (ONCOR) 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 ONCOR, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCOR 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. 04/15108 SC-11 PART D -SPECIAL CONDITIONS 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 . 0-19 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 1 '-0 " by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817) 392-8306 M-F 7:30 am to 4 :30 p.m . or (817) 392-8300 Nights and Weekends 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. 0-20 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. 0-21 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. 04/15108 SC-12 PART D -SPECIAL CONDITIONS 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 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 Contractor's 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. 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 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 8. 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 mater.ial 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: 04/15108 SC-13 PART D -SPECIAL CONDITIONS • 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 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 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 . 0698) 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 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 backfill 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. 04/15108 SC-14 PART D -SPECIAL CONDITIONS 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 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 froni 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. D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) 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 shalr 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. 2. 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 levels. 04/15108 SC-15 PART D -SPECIAL CONDITIONS 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" 0r "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 . Sh ields 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, 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 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 04/15108 SC-16 PART D -SPECIAL CONDITIONS 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 . 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 0-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sea lant 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: 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 w ith 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 04/15/08 SC-17 PART D -SPECIAL CONDITIONS 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 concr:ete 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 . 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 . 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 fina J 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- 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 . 04/15108 SC-18 PART D -SPECIAL CONDITIONS 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, wh ich 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 pe r 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 exped itious 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. D. SEWER SERVICE RECONNECTION : When sewer service reconnection is called for the Contractor shall vertically adjust the exist ing 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 Eng ineer. 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 San itary 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 04/15108 SC-19 PART D -SPECIAL CONDITIONS approved by the Engineer. For situations involving sewer service re-routing, whether on 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 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 04/15108 SC-20 - PART D -SPECIAL CONDITIONS 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. 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 04/15108 SC-21 PART D -SPECIAL CONDITIONS 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 make a 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. 04/15108 SC-22 PART D -SPECIAL CONDITIONS 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 2Y:! pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Water Safety Blue Sewer Safety Green Legends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's 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 SPOIUFILL 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 occurring 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 The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. 04/15108 SC-23 PART D -SPECIAL CONDITIONS D-34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which 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 for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. 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 proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptabil ity of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. 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 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 carry 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 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 equipment shall be set up on the other manhole and cleaning again attempted . If, again, successful 04/15108 SC-24 PART D -SPECIAL CONDITIONS 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 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 d isposed 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. 04/15108 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 the SC-25 PART D -SPEClAL CONDITlONS 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 of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection . 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 04/15108 SC-26 PART D -SPECIAL CONDITIONS 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 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 . 04/15108 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-lnch Dia. 60-lnch Dia. (FT.} Manhole Manhole Oto 16' 40 sec. 52 sec. 18 ' 45 sec. 59 sec. SC-27 PART D -SPECIAL CONDITIONS 20' 50 sec . 65 sec. 22' 55 sec. 72 sec. 24' 59 sec . 78 sec. 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, wh ich 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 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 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 to discharge sewage into the trenches . Payment shall be incidental to rehabilitation or replacement of the sewer line . D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER 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. 8. 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 04/15108 SC-28 PART D -SPECIAL CONDITIONS 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. C. 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. 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 communicat ions 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 04/15108 SC-29 PART D -SPECIAL CONDITIONS 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. 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 manhqles 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 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 determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) 04/15108 SC-30 PART D -SPECIAL CONDITIONS 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. 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. 04/15108 SC-31 PART D -SPECIAL CONDITIONS 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. 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 817-392-5738. 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 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. 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. 04/15108 SC-32 PART D -SPECIAL CONDITIONS D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth 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. 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 04/15108 SC-33 PART D -SPECIAL CONDITIONS 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. 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. 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 . MATERIALS: 04/15108 SC-34 PART D -SPECIAL CONDITIONS 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 Purity Germination Common Bermuda Grass 95% 90% 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) Dates Feb 1 to May 1 Mixture for Clay or Tight Soils (Eastern Sections) Bermudagrass 40 Buffalograss 60 (Western Sections) Buffalograss 80 Bermudagrass 20 Total: 100 Total: 100 Table, 120.2.(2)b Mixture for Sandy Soils (All Sections) Bermudagrass 60 Buffalograss 40 Total: 100 TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 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. 04/15108 SC-35 PART D -SPECIAL CONDITIONS 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 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. 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 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 rap idly 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. 04/15108 SC-36 PART D -SPECIAL CONDITIONS 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 soil 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. 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 w ith 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. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. 04/15108 SC-37 PART D -SPECIAL CONDITIONS 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 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 majntain 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. 04/15108 SC-38 PART D -SPECIAL CONDITIONS 0-47 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 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 "C5-5.18 Final Inspection" of PART C -GENERAL CONDITIONS. 0-48 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. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations . The Engineer shall be notified at least 24 hours prior to any tree trimming work. · No trimming work will be permitted within private property without written permission of the Owner. • 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 0.1. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 04/15108 SC-39 PART D -SPECIAL CONDITIONS 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-50 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench . Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole ), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole} to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole}. Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. 0-52 INSTALLATION OF WATER FACILITIES 04/15108 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). SC-40 04/15108 PART D -SPECIAL CONDITIONS 52.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers ( centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the Manufacturer. · 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents . 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 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 SC-41 04/15108 PART D -SPECIAL CONDITIONS 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 City Project Manager, Construction Services, Phone 817-392-8306, 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 appurtenants required, shall be included in the price of the appropriate bid items. 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 (E 1-17 & E1-18) contained in the General Contract Documents. 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. SC-42 PART D -SPECIAL CONDITIONS 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 . 04/15108 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. SC-43 PART D -SPECIAL CONDITIONS 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 E 1-18A -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 ). 52.8 2-lnch 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. 04/15108 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" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation . 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. SC-44 PART D -SPECIAL CONDITIONS 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 . 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 requ ired, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the 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 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. 04 /15108 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. · Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe . 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 SC-45 04/15108 PART D -SPECIAL CONDITIONS 52.11 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 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 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. SC-46 PART D -SPECIAL CONDITIONS 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 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 04/15108 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. SC-47 PART D -SPECIAL CONDITIONS 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 . 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 . D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION 04/15108 SC-48 PART D -SPECIAL CONDlTIONS 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 samp le of the 'pre-construction notification' flyer is attached. The contractor shall submit. a schedule showing the construction start and fin ish 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) 392- 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) 392-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. D-61 SANITARY SEWER SERVICE CLEANOUTS 04/15108 SC-49 PART D -SPECIAL CONDITIONS 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 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 lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject 04/15108 SC-50 PART D -SPECIAL CONDITIONS property. This shall be subsidiary to the contract. The agreements, which the City has obtained, 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 Contractor's attention is directed to the agreement terms along w ith 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 Contractor's responsibif ity 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 thoroughly reviewing, understanding and 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). ft is the Contractor's 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 railroad insurance costs and any other incidental costs necessary to meet the conditions associated with permit(s) compliance, including payment for flagmen, shall included in the lump sum pay bid item for "Associated Costs for Construction within Railroad/ Agency Right-of-way". No additional compensation shall be allowed on this pay item . D-65 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 Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates . The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the preva iling wage rates in accordance with Chapter 2258 . Such prevailing wage rates are included in these contract documents. Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid fess than the preva iling wage rates stipulated in these contract documents. 04/15108 SC-51 PART D -SPECIAL CONDITIONS This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred . The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above . If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration . The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following . the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The prov isions of the Audit section of these contract documents shall pertain to this inspection. Pay Estimates . With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates . The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance . The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section .) (Attached) 04/15108 SC-52 - PART D -SPECIAL CONDITIONS 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 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 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 04/15108 SC-53 PART D -SPECIAL CONDITIONS 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 prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOi shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOi shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. 04/15108 SC-54 - - PART D -SPECIAL CONDITIONS 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. -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. 04/15108 SC-55 PART D -SPECIAL CONDITIONS D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City , in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information , a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of th is 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 provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3 . Any notice that may, in the City 's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the contractor's response , the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will , if necessary, then forward updated notices to the interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 0411510a SC-56 - - PART D -SPECI.AL CONDITIONS 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 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: 1. The street perm it fee is $50.00 per perm it with payment due at the time of permit application . 2. A re-inspection fee of $25 .00 will be assessed when work for which an inspection called for is incomplete . Payment is due prior to the City performing re-inspection . Payment by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. 04/15108 SC-57 PART D -SPECIAL CONDITIONS 04/15108 SC-58 - - - - - - Date: ____ _ DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON --------- BETWEENTHEHOURSOF _______ AND _____ _ IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT __________ _ (CONTRACTORS S_UPERINTENDENT) (TELEPHONE NUMBER) OR MR. ____________ AT _______________ _ (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ------------CONTRACTOR 04/15108 PART D -SPECIAL CONDITIONS TEXAS DEPARTMENT OF HEALTH Di NOTE: CJRCLE ITEMS THAT ARE AMENDED T n· H DEMOLITION / RENOVATlON NOTIFICATION FORM NOTIFICATION# . t) ~temenl C011tracto r: ____________________ TDH Uc!"':.:""en-,-,.-e..,..N:-u-m..,..b-er.----- Address: City : State: ___ .Zip: ___ _ · -~~ . .,f!.·-~~~r:.um· .. ·t>er: . ..,.· __________ ).ob SltePhol')e .Numbat: .... -_____ ._.;_ _ __;:....;__......::......::...._ ~ ... .x.i'"' .,,, ...... TDrt't,.i¢ell$e;:Number. Sl t:ilSup~i'Nis(lr:--------------TD.H l.fcense Number:-------------'--- . Trafnixl On-S ile NESHAP ln.d lvidual . ._· _____________ Ceritficcl~on Dale·._· ------- ~~.!~.cU~.. Conlractor : ____ ~--~--~--Offlce .Phone Numbe ..._..,.._ __________ _ ,.....,...,..,., ______________ C.ity: Slate:. ____ .. Zip : ___ _ . 2) Project Co!l$1.1ltanl or Operator:._ ______________ TOH Ll¢eJ\$$ Numbar;~----~ Mailing AIJdfess: ____ ~-,-----=------::-=--::-:--.......,..,.......-,-.......,--,,----------Clty: S~:. ___ .Zip:. ____ Office Phone Number:...._ __ ....._ ____ _ 3} FacllftyOwner: ____________________ ~----------- Aitention "":· ·-,------------------------------------- Mailing Add res.s·._ _____ ~~-----==------=----=,----::-:---:---:-.,.-----~-- c.1ty: . .. Slate-: Zip: Owner Pflone Numoor{ } . . . .. ""Noto:th l nvoii:o for lhO notlficatlon file wlll be s:ent to the .owner ot tho buildlnG and tho billlng1 acldress tor the Tnvoica wlll' be obtalnocf fr.om tho lnform;;:auon thilltls provided In thbi &eetlon. 4} Oescr!pUon or Facility Name=-----------------,---------------- Physical Address: __ =· .,.....,. ________ County: City; Zip,_· ---- Faclllty Phone Number. Facility Contact Persolli: ____________ ~ ~scriplion ofAre.i.'Room Numbe.r.. ______ ..,...--------~----------- Prior Uae ;. _________________ FlllUta.Us:e:. ____ ~------------ Age of Buildlng}Faclllty: Site: N:u mt>er of Floors: Schoot'(K -12): a YES n NO 5) ~ -of Work: c:J Oemolitl<m o Renovation (Abatement) IJ Annual Consolidatlid . Wofk wiu be during: 0 Day D Evenlog· D Night O Ph~d fltojeet '- ·Oescripllon ofwork schedule:. __________ ------------------- 6) ts thls a PUbEfc .Buildio9? Cl YES CJ NO Federal f ·aclllty1 DYES a NO Industrial S .ite? Cl YES ONO· NESHAP~nly .Facillty? Q YES D NO Is Btllldlhg/FacllttyOccupled? a YES ,· a NO 7) No4fficatioo Type CHECK ONLY ONE a Original (10 Worklng Days) O Canc•llation tl Amendment o Emergen~y/Ordcrod If lhis ls an amendment , wliicti cimernJmen t number Is this?_ {encloH«>PY oforiglnal andlor iast amendment) .If an emerge~. Vlflo dldl you .~lk'wlth at TOH? Emergency#:.·_------- Date and 'I-lour of Em&tgency {H H/MM/DDJYY)· . . 08SC(iptiQn of ltle $\!®en. unexpected event and explanation or how the 8\/en.t catJse<f unsafe COJidi!ioos Of' Would' cause equipment damage (eompulets , machinery, etc'------------------------ 8) ~scriplioo of procedUfe$ to be followed In the event that unexpected asbestos. ts. t'Q1,1nd. OT prevjoU$Jy m:iri •fiiable •asbestos mate.rial becomes aumblad. pu1,..ari2!8<1, or reduced to powder.. · .. . . . 9) W~8 en Asb~t0$ 5"\JrveyperfOIITled? D. YES o NO Data: I I TOH lnspeclor License No._· ------- ·Anafylical Method: D PL.M D TEt.f D Assumed TOH l.8b0r'al0!)' li¢e1'1Se, No ;------ (For· TAHPA {publfc building) proi'El¢1ij ; ijn essumption must be made by a TDH llcsnsed ,i nspactar) '· · '10) 'Description of planned oomolition or rer:uw.atiot1 WQlk, fype of materia r, and method(s) to be used · ,, ' ''------~~- 1 1) Description. of W<Jrk .praciices and engineering controls to be used lo prevent emlsstons of ast,esto51 :et itie · demo'lltlon/renova.tfo n·,.. -----------------~----~------ SC-60 - PART D -SPECIAL CONDITIONS 12) AU. appllcabla llems In the fl)!lowlng table mu1>t be completed ; IF NO ASBESTOS PRESENT CHECK HERE a PJJM!a Surface Acee · AACM 1-0 be removed RACM NOT removed Interior Cale I non•rrfable removed Exlet ior Cate · o I non-friable removed I non.friable NOT removed lntedorCat II non-friable removed II non-frfable removed Ca II non-friable NOT removed AACM Oft''-Facmty component 13) Waste Transpor1er Name: ··---------------lOH ucense Number. ____ _ Address: __________ City ; ______ -__ state: ___ Zip._· __ _ Confect Pereon-Phone Number: -~-------- 14) Waste Disposal Site Name=·---------------------------. AdrJtes_ .• _.,......-,-__________ c 1ty: ________ state; ___ Z'ip: ___ _ ,Telepho_ne : ( ) TNRCC Petmit Number:------- 1§) g lior slructuralty uns~nd facllllles , attach a copy of demorJ!iOn ol'det and identify Governmental Officlal below: Name: _ eglstrat:lon No: ____________ _ Tille,_· -=-.....,.........,.,...,.,...,.,,,,..,,..,,..,..,,,.....---,,--...,...-.._-- ~ Cate of ordef'. (MMfDD/YY) I I _ _ Date <Jtder to beg in (MMIODIYY} / l 16) Scheduled Oates of Asbeslos Abacement (MM/DDIYY} Start __ _,_;_-'-/ __ Compll!'te: I · l 17) Schet1ul$d Dataa DernolfC!on/RenCJVation (MM/00/VY} S1art: / / Comprete:_....:.I_ ...... I ___ _ ~ Note: If the.start dale on this naUfl~on c:iui not bo mot. tho TDH ~lonal or Loi:al Program office Must be conlacb!d by phor.1e prior to the &lart date. Fallaw to do ao ls a vlc:il!ltlon In accol'Clanc:o to TAHPA. Sodlon 295.61 . I herel:JY cert_ily ttlet all Information I llave provrded Is correct, comptet&, and lttJe to the bMt of my knawledge, I eckntwwtedge that I am responsl>le for all aspects of the notification form, inclucfang, but not lfmlling, conlenf and submlssCon dates. The ma)(imum penal(y is S10.000 per day per violaUon. (Sjgl\811.!te of Bu ilding OtNner/ Operator rtlf·Oer~ted Consultant/Contractor) MAIL TO: ·"Fa.xos aro not ar:~optetr {Printed Name) (Date) ASBESTOS NOTIFICATlOJII SECTION iOXfC SUBSTANCES CONTROL DIVISION TEXAS DEPARTMENT OF HEALTH PO BOX 143538 AUSTIN, TX. 78714-3538 PH : 512-834..fl600, 1~00-5n-5548 ' > (Tefephorie) (Fax Number} "Fa,ces am not aecttptod* F;om, APB#5, d$ied 07/2<J/02. Replaces TDH fonn dated 01/13/01. For assislanG'8 in ~ting form. caJt 1-80().572•5548 ~'I'"~ • 04/15108 SC-61 PART D -SPECIAL CONDITIONS GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each supplier I product supplier) Name of Project: City Proj. No.: This is to certify that the cement to be utilized for the above project will meet the following criteria: The cement was manufactured in a kiln utilizing the dry process (list source below) or in a kiln that meets the emission standard of 1.71b or less of NOx / ton of clinker released into the atmosphere . Name of Manufacturer Address of Manufacturer: ------------------- CONTRACTOR SUPPLIER Name Name Title Title Company Company Phone Number Phone Number 04115108 SC-62 - - - - -9- PART DA -ADDITIONAL SPECIAL CONDITIONS PART DA -ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (OMITTED) ...................................................................................................................................... 4 DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) .............. .4 DA-3 PIPE ENLARGEMENT SYSTEM (OMITTED) ..................... ; ................................... .4 DA-4 FOLD AND FORM PIPE (OMITTED) .................................. : ..................................... .4 DA-5 SLIPLINING (OMITTED) ............................................................................................. 4 DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT (OMITTED) ........................... .4 DA-7 TYPE OF CASING PIPE ................................. : ............................................................. 4 DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR (OMITTED) ............... .4 DA-9 . PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ....... 5 DA-10 MANHOLE REHABILITATION (OMITTED) ........................................................... 7 DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION (OMITTED) ...................................................................................................................................... 7 DA-12 INTERIOR MANHOLE COATING-MICROSILICATE MORTAR SYSTEM (OMITTED) ...................................................................................................................................... 7 DA-13 INTERIOR MANHOLE COATING-QUAD EX SYSTEM (OMITTED) ................ 7 DA-14 INTERIOR MANHOLE COATING-SPRAY WALL SYSTEM ............................. 7 DA-15 INTERIOR MANHOLE COATING -RA VEN LINING SYSTEM ....................... 10 DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER (OMITTED) ...................................................................................................................... 13 DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED) ..... 13 DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) ....................................... 13 DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTED) ................. 13 DA-20 PRESSURE GROUTING (OMITTED) ....................................................................... 13 DA:-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) ............ 13 DA-22 FIBERGLASS MANHOLES (OMITTED) ................................................................. 13 DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ........ 13 DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER ................................... 14 DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ............................................ 14 DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .................................... 14 DA-27 GRADED CRUSHED STONES .................................................................................. 15 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMITTED) ............................. 15 DA-29 BUTT JOINTS -MILLED (OMITTED) .................................................................... 15 DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ............................................. 15 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .................................. 16 DA-32 NEW 7" CONCRETE VALLEY GUTTER .............................................................. 16 DA-33 NEW 4" STANDARD WHEELCHAIRRAMP ........................................................ 17 DA-34 8" PAVEMENTPULVERIZATION(OMITTED) .................................................... 18 DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) .............. 18 DA-36 RAISED PAVEMENT MARKERS (OMITTED) .. ~ .................................................... 19 DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTED) .................................................................................................................................... 19 DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED) .................................................................................................................................... 19 11/02/04 ASC-1 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-39 ROCK RIPRAP-GROUT-FILTER FABRIC (OMITIED) .................................. 19 DA-40 CONCRETE RIPRAP (OMITIED) ............................................................................ 19 DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMITTED) .............................. 19 DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (OMITTED) ................................ 19 DA-43 UNCLASSIFIED STREET EXCAVATION (OMITIED) ........................................ 19 DA-44 6" PERFORATED PIPE SUBDRAIN (OMITIED) .................................................. 19 DA-45 REPLACEMENT OF4" CONCRETE SIDEWALKS ............................................. 19 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMITIED) ................... 20 DA-47 PAVEMENT REPAIR IN PARKING AREA (OMITTED) ...................................... 20 DA-48 EASEMENTS AND PERMITS ................................................................................... 20 DA-49 IDGHWAY REQllREMENTS (OMITTED) ............................................................ 20 DA-50 CONCRETE ENCASEMENT .................................................................................... 20 DA-51 CONNECTION TO EXISTING STRUCTURES ...................................................... 20 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMITTED) 20 DA-53 OPEN FIRE LINE INSTALLATIONS (OMITIED) ................................................. 21 DA-54 WATER SAMPLE STATION (OMITIED) ............................................................... 21 DA-55 CURB ON CONCRETE PA VEMENT ....................................................................... 21 DA-56 SHOP DRAWINGS ...................................................................................................... 21 DA-57 COST BREAKDOWN (OMITIED) ............................................................................ 22 DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMITTED) .. 22 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP (OMITTED) ......................................... 22 DA-60 ASPHALT DRIVEWAY REPAIR (OMITTED) ........................................................ 22 DA-61 TOP SOIL ...................................................................................................................... 22 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT .... 22 DA-63 BID QUANTITIES ....................................................................................................... 22 DA-64 WORKINIDGHWAYRIGHTOFWAY+(OMITIED) .......................... : .............. 23 . DA-65 CRUSHED LIMESTONE (FLEX-BASE) ................................................................. 23 DA-66 OPTION TO RENEW (OMITIED) ............................................................................ 23 DA-67 NON-EXCLUSIVE CONTRACT (OMITTED) ......................................................... 23 DA-68 CONCRETE VALLEY GUTTER (OMITTED) ......................................................... 23 DA-69 TRAFFIC BUTTONS (OMITTED) ............................................................................. 23 DA-70 PAVEMENT STRIPING (OMITTED) ........................................................................ 23 DA-71 H.M.A.C. TESTING PROCEDURES ........................................................................ 23 DA-72 SPECIFICATION REFERENCES ............................................................................. 24 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTER/CONTROL VAL VE AND BOX (OMITTED) ................................................... 24 DA-74 RESILIENT-SEATED GATE VALVES .................................................................... 24 DA-75 EMERGENCY SITUATION, JOB MOVE-IN (OMITTED) .................................... 24 DA-76 1 Yi" & 2" COPPER SERVICES ................................................................................. 24 DA-77 SCOPE OFWORK(UTIL. CUT) (OMITTED) ......................................................... 24 DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) (OMITTED) ......................... 24 DA-79 CONTRACT TIME (UTIL. CUT) (OMITTED) ........................................................ 24 DA-80 REQmRED CREW PERSONNEL & EQillPMENT (UTIL. CUT) (OMITTED).24 DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMITTED) ................... 24 11/02/04 ASC-2 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMITTED) ............................................ 24 DA-83 PAVING REPAIR EDGES (UTIL. CUT) (OMITTED) ............................................ 25 DA-84 TRENCH BACKFILL (UTIL. CUT) (OMITTED) .................................................... 25 DA-85 CLEAN-UP (UTIL. CUT) (OMITTED) ...................................................................... 25 DA-86 PROPERTY ACCESS (UTIL. CUT) (OMITTED) .................................................... 25 DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMITTED) ................................................. 25 -DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (OMITTED) .................. 25 DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) (OMIT·TED) ..................................................................................................................................... 25 DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (OMITTED) .................................. 25 DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) (OMITTED) .................................................................................................................................... 25 DA-92 MAINTENANCE BOND (UTIL. CUT) (OMITTED) ................................................ 25 DA-93 BRICKPAVEMENT (UTIL. CUT) (OMITTED) ...................................................... 25 DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) ................................. 25 DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (OMITTED) ......................... 25 DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) (OMITTED) .......... 25 DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) (OMITTED) ........................................ 25 DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (OMITTED) .............................................. 25 DA-99 STANDARD CONCRETE SIDEWALKAND WHEELCHAIR RAMPS (UTIL. CUT) (OMITTED) ......................................................................................................................... 25 DA-100 LIMITS OF CONCRETE PAVEMENTREPAIR(UTIL. CUT) (OMITTED) .. 25 DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMITTED) ........................ 25 DA-102 PAYMENT (UTIL. CUT) (OMITTED) ................................................................... 25 DA-103 DEHOLES (MISC. EXT.) ........................................................................................ 25 DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMITTED) ........................ 26 DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMITTED) .............. 26 DA-106 BID QUANTITIES (MISC. EXT.) (OMITTED) .................................................... 26 DA-107 LIFE OF CONTRACT (MISC. EXT.) (OMITTED) .............................................. 26 DA-108 FLOWABLE FILL (MISC. EXT.) .......................................................................... 26 DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMITTED) .............................. 27 DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (OMITTED) .................................................................................................................................... 27 DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) (OMITTED) .............. 27 DA-112 MOVE IN CHARGES (MISC. REPL.) (OMITTED) ............................................. 27 DA-113 PROJECT SIGNS (MISC. REPL.) (OMITTED) .................................................... 27 DA-114 LIQUIDATED DAMAGES (MISC. REPL.) (OMITTED) .................................... 27 DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMITTED) ............... 27 DA-116 FIELD OFFICE (OMITTE.D) ................................................................................... 27 DA-117 TRAFFIC CONTROL PLAN· .................................................................................. 27 DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMITTED) .................................................................................................................................... 27 DA-119 GATE VALVES ........................................................................................................ 27 DA-120 ABANDON EXISTING PIPE LINE ....................................................................... 30 11/02104 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 1. WATER: The casing pipe for open cut and bored or tunneled section shall be A WW A C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions ofEl-15, El-5 and El-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. 8. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard El-15 and Construction standard E2-l 5 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, e,quipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR (OMITTED) 11/02104 ASC-4 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated , including interior wall , top and bench surfaces . Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-14 and DA-15) and the Manufacturers recommendations and specifications. 2. Description : The Contractor shall be responsible for the furnishing of all labor, supervision , materials , equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations . 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS : 11/02104 1. Scope : This section governs the materials required for completion of protective coating of designated structures . 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids , rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers , is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows : 5. Property Tensile Strength Flexural Stress Flexural Modulus Standard ASTM D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10 ,000 psi 550 ,000 psi Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in ASC-5 PART DA -ADDITIONAL SPECIAL CONDITIONS accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 11/02104 1. General: Protective coating shall not be installed until the structure is complete and in place. 2. Pre.liminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application . c. After all repairs have been completed, remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated . b. The protective coating shall be installed in accordance with the manufacturer's re~ommendations and the following procedure. 1) 2) 3) 4) The surface shall be thoroughly cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous material from entering the sewers. If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. ASC-6 PART DA -ADDITIONAL SPECIAL CONDITIONS 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 -VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-10, MANHOLE REHABILITATION. 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 A GENERAL 11/02104 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-12, DA-13, DA-15, DA-16 or DA-17. 2. Description 3. The Contractor shall be responsible for the furnishing of all labor, superv1s1on, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. Manufacturer's Recommendations ASC-7 PART DA -ADDITIONAL SPECIAL CONDITIONS Materials , mixture ratios , and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations . 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface . B. MATERIALS 11/02104 1. Scope This section governs the materials required for completion of interior coating of manholes . 2. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4 . Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows : Property Tensile Strength Flexural Stress Flexural Modulus 5. Mixing and Handling Standard ASTM D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550 ,000 psi Mixing and handling of specialty cement material and interior coating material , which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures ta ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of ASC-8 PART DA -ADDITIONAL SPECIAL CONDITIONS the coating material shall perform the spray coating operations and coating installations . C. EXECUTION 11/02104 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned · of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 1.25 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). 1. Testing of Rehabilitated Manholes a . Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 . ASC-9 PART DA -ADDITIONAL SPECIAL CONDITIONS D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot. measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full for performing the work. and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM A. GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating . Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-12, DA-13, DA-14, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, superv1s1on, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios , and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations . 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex ·QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating 11/02104 ASC-10 PART DA -ADDITIONAL SPECIAL CONDITIONS Raven Ultra High-Bu ild epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers , is manufactured by Raven Lining systems and designated as Rave A 405. 3. Specialty Cement The specialty cement-based coating material shall be either Quad ex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties , ease of application , and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure -that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers . C. EXECUTION 11/02104 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. . Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a . Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule . The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. ASC-11 PART DA -ADDITIONAL SPECIAL CONDITIONS b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11 , SURFACE PREPARATION FOR MANHOLE RESTORATION . 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired . Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations . Spot check of coating thickness may be made by Owner's Representative , and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 -VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT 11/02104 Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench . The Contract Unit Price shall be payment in full far performing the work and for furnishing all labor, supervision, materials , equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and ASC-12 PART DA -ADDITIONAL SPECIAL CONDITIONS trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER (OMITTED) DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM (OMITTED) DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTED) DA-20 PRESSURE GROUTING (OMITTED) DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) DA-22 FIBERGLASS MANHOLES (OMITTED) DA-23 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 resurfacing 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 of two (2) working days before resurfacing 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 resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield 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. 11/02104 ASC-13 PART DA -ADDITIONAL SPECIAL CONDITIONS Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be re.sponsible 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. 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 S-S4. 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 removal. Included , and figured subsidiary to this unit price, 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 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. 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 govern ing 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 . S-S5 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 11/02/04 ASC-14 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 . After satisfactory completion of removal as outlined above , the contractor shall place. the 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 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 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, e.quipment 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 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 O" DEPTH 5.0' WIDE (OMITTED) DA-29 BUTI 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 11/02104 ASC-15 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 uni t 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 . DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley , asphalt pavement, concrete base , curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details , shall be subsidiary to this Pay Item . See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No . 106 , "Unclassified Street Excavation" Item No . 208 "Flexible. Base ." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2 :27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete. Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days , a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUTTER This item shall include the construction of concrete valley gutters at various locations to be determined in field . Removal of existing , asphalt pavement. concrete base , curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing 11 /0210 4 ASC-16 PART DA -ADDITIONAL SPECIAL CONDITIONS and placing of 2:27 concrete base an9 crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5'' non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch . Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the Contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work . DA-33 NEW 4" STANDARD WHEELCHAIR RAMP The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details , or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5 (Removal and Replacement of Curb and Gutter). Pay limits for laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1 ). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb . Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. All concrete flared surface 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 manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "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. 11/02104 ASC-17 PART DA -ADDITIONAL SPECIAL CONDITIONS The method of application shall be by screen , sifter, sieve or other means in order to provide for a uniform color distribution." The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work . 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: 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. 11/02104 ASC-18 PART DA -ADDITIONAL SPECIAL CONDITIONS 4. Saw cut along marked lines a m inimum of two (2) inches deep. 5. Remove existing concrete . 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard 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 (OMITTED) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING (OMITTED) DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL (OMITTED) 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) 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". 11/0 2104 ASC-19 PART DA -ADDITIONAL SPECIAL CONDITIONS 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. DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMITTED) DA-47 PAVEMENT REPAIR IN PARKING AREA (OMITIED) DA-48 EASEMENTS AND PERMITS Easements and permits , both temporary and permanent, have been secured for this project at this time and made a part thereto . Any easements and/or permits, both temporary and permanent. that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements , as contained herein, along with any special conditions that may have been imposed on these easements and permits . Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's 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 DA-49 HIGHWAY REQUIREMENTS (OMITIED) DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E ( 1500 psi) concrete and for sewer line encasements shall conform to Fig . 113 ; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as forming , placing , and finishing including all labor, tools , equipment and material necessary to complete the work shall be included in the linear foot price bid far Concrete Encasement. DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities. shall consist of a watertight seal. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents . Prior to concrete placement, a gasket, RAM -Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM . DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMITTED) 11/02/04 ASC-20 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-53 OPEN FIRE LINE INSTALLATIONS (OMITTED) DA-54 WATER SAMPLE STATION (OMITTED) DA-55 CURB ON CONCRETE PAVEMENT 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 concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is requ ired . 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 1. Submit . seven (7) copies of shop drawings , layouts , manufacturer's data and material schedules as may be required by the Engineer for his review. Subm ittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require . Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review , shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders . The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittal.s and the design drawings and/or specifications are discovered , either prior to or after submittals are processed , the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are . to be confirmed and correlated at the job site , fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work . The Contractor shall check and verify all measurements and review submittals prior to being submitted , and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation : 11/02/04 ASC-21 PART DA -ADDITIONAL SPECIAL CONDITIONS List the required submittals here Additional shop drawing requirements are described in some of the material specifications . 3. Address for Submittals -The submittals shall be addressed to the Project Manage[: (Project Manager) City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN (OMITTED) DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMITTED) DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP (OMITTED) DA-60 ASPHALT DRIVEWAY REPAIR (OMITTED) 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 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 . In particular, the Contractor shall be aware that it is the City's intention that the quantities in Unit I be used on an "emergency" basis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000 (see Options to Renew) shall be awarded with final payment based on actual measured 11/02104 ASC-22 PART DA -ADDITIONAL SPECIAL CONDITIONS quantities and the. unit price bid in th is proposal. Moreover, there is to be not limit on the variation . between the estimated quantities shown and actual quantities performed. It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City bit will in not case exceed $200 ,000 (see Options to Renew) including all change orders . DA-64 WORK IN HIGHWAY RIGHT OF WAY+ (OMITTED) 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 (OMITTED) DA-70 PAVEMENT STRIPING (OMITTED) 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 Ho ~ 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. 11 /02104 ASC-23 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 (OMITTED) DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves supplied for this contract shall conform to · Material Standard E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1. All resilient-seated gate valves shall be mechanical joints and be approved on the City of Fort Worth Standard Product List. 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. Payment for all work and materials associated with 1 % " and 2" copper services shall be included in the price of the appropriate bid item. DA-77 SCOPE OF WORK (UTIL. CUT) (OMITTED) DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) (OMITTED) DA-79 CONTRACT TIME (UTIL. CUT) (OMITIED) DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMITIED) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMITTED) DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMITIED) 11102104 ASC-24 ..... PART DA -ADDITIONAL SPECIAL CONDITIONS DA-83 PAVING REPAIR EDGES (UTIL. CUT} (OMITIED) 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) DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT} (OMITIED) DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (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) (OMITIED) DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT} (OMITTED) -DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (OMITIED) DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) (OMITIED) DA-97 "QUICK-SET" CONCRETE (UTIL. CUT} (OMITIED) DA-98 UTILITY ADJUSTMENT (UTIL. CUT} (OMITTED) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT} (OMITIED) DA-100 · LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT} (OMITTED) DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT} (OMITIED) DA-102 PAYMENT (UTIL. CUT) (OMITTED) DA-103 DEHOLES (MISC. EXT.} The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch . The location and dimensions shown on the plans relative to other existing utilities are based on the best information available. Omission from , or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of 11 /0210 4 ASC-25 PART DA -ADDITIONAL SPECIAL CONDITIONS adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances . The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage to utilities resulting from the Contractor's operations, shall be restored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item. 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.) 1. Description : The flowable fill material shall be delivered to the site , free flowing and self-leveling and shall have a consistency enabling it to fill all voids without tamping, vibrating or compacting. The flowable fill material shall have an in place density of not less than 95 and not more than 115 lbs./cu. ft., with a maximum twenty-eight (28) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels . The height of free fall of the flowable fill shall not exceed four (4) feet. 2. Material Specifications: Flowable fill shall consist of: a. An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives as necessary). b. Aggregates meeting ASTM C-33 c. Sand or fine aggregates as per City of Ft. Worth Standard Specifications for Street and Storm Drain Construction Item 406 d. Flyash, Class C or F, meeting ASTM C-618 e. Admixtures 1. Mineral admixtures will be pozzolanic 2. Chemical admixtures shall be in liquid or powder form used in standard ready-mix concrete products unless specifically designed for flowable fill. Permissible types of admixtures are : a. High air generators, as manufactured by Grace Construction Products or approved equal , which are specifically designed for flowable fill to lower unit weights, reduce shrinkage and subsidence , and control compressive strength. b. Air entraining admixtures conforming to ASTM C-260. c. High range water reducers conforming to ASTM C-494 Type F or G. 11102104 ASC-26 - PART DA -ADDITIONAL SPECIAL CONDITIONS d. Accelerating admixtures conforming to ASTM C-494, Type C. 1. Non-chloride, non-corrosive accelerators used where metals are present in concrete or embedded members. 2. Calcium chloride 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 typical traffic· control plan has been included in Appendix B. AH other requirements of D-8 shall apply. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMITTED) DA-119 GATE VALVES A. GENERAL 1. SCOPE OF WORK a. Furnish all labor, materials, equipment and incidentals required to completely install and put into operation resilient seated gate valves and actuator as specified herein and shown on the drawings . 2. QUALITY ASSURANCE a. References: 1) American Water Works Association (AWWA) AWWA C509 Resilient seated gate valve for water supply service. 2) American Society for Testing and Materials (ASTM} ASTM A48 Gray Iron Castings 11102104 ASC-27 11/02104 PART DA -ADDITIONAL SPECIAL CONDITIONS ASTM A126 Gray Iron Castings for Valves, Flanges, and Pipe Fittings ASTM A436 Austenitic Gray Iron Castings ASTM A536 Ductile Iron Castings. b. Unit Responsibility and Coordination : The Contractor shall cause all equipment specified under this section to be furnished by the valve manufacturer who shall be responsible for the adequacy and compatibility of all valve components including the actuator. Any component of each complete unit not provided by the valve manufacturer shall be designed, fabricated, testing, and installed by factory-authorized representatives experienced in the design and manufacture of the valve equipment. This requirement, however, shall not be construed as relieving the Contractor of the overall responsibility for this portion of the work. 3. ENVIRONMENTAL CONDITIONS The equipment to be provided under this section shall be suitable for installation and operation either inside vault structure or directly buried for a gate valve . 4 . SUBMITTALS a . Submittals required after award of contract and prior to installation : 1) Technical builetins and brochures on resilient seated gate valves. b . Submittals required prior to final walk through: 1) Operation and Maintenance Manual. 5. SPARE PARTS AND TOOLS a. Furnish one set of special tools required for the proper servicing of all equipment supplied under these Specifications, packed in a suitable steel tool chest with a lock. 6 . SHIPPING INSTRUCTIONS a . b . C. All parts shall be properly protected so that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation . All equipment and parts must be properly protected against any damage during a prolonged period at the site. The finished surfaces of all exposed flanges shall be protected by wooden blank flanges, strongly built and securely bolted thereto. ASC-28 .... - PART DA -ADDITIONAL SPECIAL CONDITIONS d. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and corrosion. e. Storage and Protection : Take special care to prevent plastic and similar brittle items from being directly exposed to the sun, or exposed to extremes in temperature, preventing any deformation . 7. WARRANTY a. The equipment shall be warranted to be free from defects in workmanship, design and materials. If any part of the equipment should fail during the warranty period , it shall be replaced and the unit(s) restored to service at no expense to the Owner. Warranty shall be for a period of two years and begin on the Date of Acceptance . 8. PRODUCTS 11/02/04 1. RESILIENT SEATED GATE VALVES a. Resilient seated gate valves 4" through 48" shall meet or exceed the latest revisions of AWWA C509 and shall meet or exceed the requirements of this specification . All valve components in contact with potable water shall conform to the requirements of ANSI/NSF Standard 61. All valve materials for components in contact with potable water shall be resistant to chloramines. b. Valve body shall be ductile iron per ASTM A536. Flanged ends shall be furnished in accordance with ANSI/AWWA C115/A21.15 . Standard Flanged Drilling . Mechanical Joints shall be furnished with outlets which conform to ANSI/AWWA C111/A21.11 mechanical joint requirements. C. d. e. f. g. The disc shall be constructed of ductile iron fully encapsulated in rubber. No iron shall be exposed on the disc . Hex head bolt, and hex nut shall be Steel ASTM A307 Gr. 8, Zinc Plate per ASTM 8633, SC3 for non-buried service ( 4" through 12" valves). Hex head bolt and hex nut shall be 304 or 316 Stainless Steel for buried service (all sizes) and for valves 16-inch through 30-inch (non-buried service). T-8olts shall be high strength low alloy Cor-Ten or approved equal. Resilient seated gate valves shall be Clow, American Flow Control, Mueller, or equal for size 4" through 48" in accordance with the City of Fort Worth's Standard Products List. Valves 16" and larger shall be contained within a vault as shown on the plans. Gate valves in buried service shall be provided with polyethylene encasement in accordance with AWWA C105. ASC-29 PART DA -ADDITIONAL SPECIAL CONDITIONS h . Resilient seated gate valves for buried service shall be furnished with a square 2" operating nut. The valve box shall be Mueller H-10360 or Engineer approved equal. i. In all non-buried service , handwheel operators shall be furnished, unless otherwise specified. j. Resilient seated gate valves shall be non-rising stem type unless otherwise specified. k. All resilient seated gate valves shall be provided to open in clockwise direction. I. All resilient seated gate valves 20 " and larger shall be provided with gear reduction. C . EXECUTION 1. INSTALLATION a . All resilient seated gate valves shall be installed in accordance with the instructions of the manufacturer and as shown on the drawings. DA-120 ABANDON EXISTING PIPE LINE This item shall consist of filling existing water or sanitary sewer pipe to be abandoned with flowable fill as designated in the construction plans. Flowable fill material shall be in accordance with DA-108 as well as any requirements of the Union Pacific Railroad Company or the U.S. Army Corps of Engineers , Fort Worth District (CESWF). Payment for this item shall be per linear foot of pipe filled with flowable fill. This cost shall include all labor, material, and equipment associated with filling existing water or sanitary sewer pipe with flowable fill. 11/02/04 ASC-30 - - - - - - - - -10- PART DB -SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WOR.K .................................................................................................... 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. PAYM.ENT ................................................................................................................. SP-5 9. SUBSIDIARY WORK .......................................................................... ; ...................... SP-5 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ....................................................................................................... SP-5 11. WAGE RATES .......................................................................................................... SP-6 12. EXISTING UTILITIES ................................................................................................ SP-7 13. PARKWAY CONSTRUCTION ................................................................................... SP-7 14. MATERIAL STORAGE .............................................................................................. SP-7 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS ............................................................................................. SP-7 16. INCREASE OR DECREASE IN QUANTITIES ........................................................... SP-8 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SP-8 18. EQUAL EMPLOYMENT PROVISIONS ...................................................................... SP-9 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIAN.CE ........................................................................................... SP-9 20. FINAL CLEAN UP ..................................................................................................... SP-10 21. CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW ............................................................................................ SP-11 22. SUBSTITUTIONS ..................................................................................................... SP-14 23. MECHANICS AND MATERIALSMEN 'S LIEN ........................................................... SP-14 24. WORK ORDER DELAY ........................................................................................... SP-14 25. WORKING DAYS .................................................................................................... SP-14 26. RIGHT TO ABANDON ............................................................................................. SP-14 27. CONSTRUCTION SPECIFICATIONS ..................................................................... SP-14 28. MAINTENANCE STATEMENT ................................................................................ SP-15 29. DELAYS ....................................................................................................... SP-15 30. DETOURS AND BARRICADES ............................................................................... SP-15 31. DISPOSAL OF SPOIUFILL MATERIAL .................................................................. SP-16 32. QUALITY CONTROL TESTING .............................................................................. SP-16 33. PROPERTY ACCESS ............................................................................................. SP-17 34. SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ...................... SP-17 . 35. WATER DEPARTMENT PRE-QUALIFICATIONS ................................................... SP-17 36 . RIGHT TO A.UDIT .................................................................................................... SP-17 37. CONSTRUCTION STAKES ..................................................................................... SP-18 38. LOCATION OF NEW WALKS AND DRIVEWAYS .................................................. SP-18 39. EARLY WARNING SYSTEM FOR CONSTRUCTION .............................................. SP-19 40. AIR POLLUTION WATCH DAYS ............................................................................. SP-19 04/15/08 SP-1 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS: 41. 42. 43. 44. 45. 46. 47. 48. 49. 50 . 51. 52. 53 . 54. 55. 56. 57. 58. 59 . 60. 61. 62. 63. 64. 65. 66 . 67. 68. 69. 70 . 71. 72. 73. 74. 75 . 76 . PAYITEM- PAYITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAYITEM- PAY ITEM- PAYITEM- UNCLASSIFIED STREET EXCAVATION ....................................... SP-20 6" REINFORCED CONCRETE PAVEMENT ................................... SP-20 SILICONE JOINT SEALING ........................................................... SP-21 7" CONCRETE CURB .................................................................... SP-25 RETAINING WALL ......................................................................... SP-25 REPLACE EXIST. CURB AND GUTTER. ....................................... SP-25 HMAC TRANSITION ...................................................................... SP-25 6 " PIPE SUBDRAIN ........................................................................ SP-26 TRENCH SAFETY .......................................................................... SP-26 8" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION ........................................................ SP-26 PAY ITEM-6" HMAC PAVEMENT (THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES) ............................................................. SP-27 PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTTER, PAY ITEM- PAYITEM- PAYITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAYITEM- PAYITEM- PAYITEM- PAY ITEM- PAYITEM- PAY ITEM- PAY ITEM- SIDEWALKS, LEADWALKS , WHEELCHAIR RAMPS AND DRIVEWAYS) ................................................................................. SP-28 REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS , STEPS, LEADWALKS AND WHEELCHAIR RAMPS ..................... SP-28 REMOVE EXISTING CURB AND GUTTER ................................... SP-28 REMOVE EXISTING CURB INLET ................................................ SP-28 6" REINFORCED CONCRETE DRIVEWAY ................................... SP-28 REMOVE AND CONSTRUCT CONCRETE STEPS ....................... SP-29 4 ' STANDARD CONCRETE SIDEWALK, LEADWALKAND WHEELCHAIR RAMP .................................................................... SP-29 REMOVE AND REPLACE FENCE ................................................. SP-29 STANDARD T CURB AND 18" GUTTER. ...................................... SP-30 REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUSSP-30 BORROW ....................................................................................... SP-30 CEMENT STABILIZATION ............................................................. SP-31 CEMENT ........................................................................................ SP-31 NEW 7"' CONCRETE VALLEY GUTTER ........................................ SP-31 STORM DRAIN INLETS ................................................................. SP-31 TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN .... SP-31 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE) ...................... SP-32 PRE BID ITEM -PROJECT DESIGNATION SIGN .............................................. SP-34 PRE BID ITEM -UTILITY ADJUSTMENT ........................................................... SP-34 PRE BID ITEM -TOP SOIL ................................................................................. SP-35 PRE BID ITEM -ADJUST WATER VALVE BOX ................................................. SP-35 PRE BID ITEM -MANHOLE ADJUSTMENT ....................................................... SP-35 PRE BID ITEM-ADJUST WATER METER BOX ................................................ SP-35 NON-PAY ITEM CLEARING AND GRUBBING ................................................... SP-35 NON-PAY ITEM -SPRINKLING FOR DUST CONTROL. ...................................... SP-35 04/15/08 SP-2 liiiii - 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - PAY ITEM PROTECTION OF TREES, PLANTS AND SOILS .................... SP-36 · CONCRETE COLORED SURFACE ........................................ SP-36 PROJECT CLEAN-UP .............................................................. SP-36 PROJECT SCHEDULE ............................................................. SP-37 NOTIFICATION OF RESIDENTS ............................................. SP-37 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION ..................................................................... SP-37 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ............. SP-38 WASHED ROCK ....................................................................... SP-38 SAWCUT OF EXISTING CONCRETE. ..................................... SP-38 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ............................................................. SP-38 TIE-IN INTO STORM DRAIN STRUCTURE ............................. SP-39 SPRINKLER HEAD ADJUSTMENT .......................................... SP-39 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS.~. SP-39 TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ......................................................................... SP-40 'GREEN' CEMENT POLICY ...................................................... SP-41 TRAFFIC CONTROL ............................................................... SP-42 04/15/08 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 CIP Neighborhood Street Project Year 4 & 5, Contract 41 WATER PROJECT NO. P253-602170044 SEWER PROJECT NO. P258-702170044 DOEN0.5396 1. SCOPE OF WORK: CITY PROJECT NO.: 00441 The work covered by these plans and specifications consist of the following : Pavement reconstruction and water and sanitary sewer improvements of Selene Street (Decatue Ave. to Weber St.), Decatur Avenue (Terminal Rd. to Elaine Pl.), Hardy Street (Elaine Pl. to Mineola Ave.), and N.E. 37th Street (Grover St. to Deen Rd .) 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 II 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 Engineering Department 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 04/15/08 SP-4 - 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 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 as appropriate and as determined by the Director of the Engineering Department. 6 . WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site . Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in the price bid in the Proposal for each bid item , including but not limited to surface restoration cleanup and relocation of mailboxes. All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102 "Clearing and Grubbing " and shall be subsidiary to the other items of the contract. 10 . LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: 04/15/08 SP-5 The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction". 11. WAGE RATES: Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258 . Such prevailing wage rates are included in these contract documents. Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents . This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor. has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258 .023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above . If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. Records to be Maintained. 04/15/08 SP-6 - The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. Posting of Wage Rates. The contractor shal.1 post the prevailing wage rates in a conspicuous place at the site of the project at all times. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. (Wage rates are attached at the end of this section.) 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to protect 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 Engineering Department. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property City. 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. 04/15/08 SP-7 The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design , from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES : The quantities shown in the Proposal are approximate . It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. No additional compensation shall be paid to Contractor for errors in the quantities . Final payment will be based upon field measurements. The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories. 17 . CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend , at its own expense, the City , its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees , subcontractors , licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contrac( 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. 04/15/08 SP-8 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in employments practices .· The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19 . MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE : In accordance with City of Fort Worth Ordinance No . 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance 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 m isrepresentation 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 part icipating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office . The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central 04/15/08 SP-9 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 contaci 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 let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been completed. No more than seven days shall elapse after completion of construction before the roadway and ROW . is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before 04/15/08 SP-10 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 th_e work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees . This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, City-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation , providing, hauling, or delivering equipment or 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 del iveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements , which meets the statutory requirements of Texas Labor Code, Section 401 .011 (44) or all employees of the Contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e . The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) 04/15/08 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 SP-11 (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: 04/15/08 (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) (b) a certificate of coverage, prior to the other person beginning work on the project; and 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; SP-12 j. k. B. (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. 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. 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. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" 04/15/08 The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." SP-13 Call the Texas Worker's Compensation Commission at 512-463-3642 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal ", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal " is not used in the specifications , this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose . However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact , equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to "substitutions" shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities, right-of-ways, easements and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days . 26. RIGHT TO ABANDON : The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27. CONSTRUCTION SPECIFICATIONS: 04/15/08 SP-14 This contract and project are gov~rned by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes . 29. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Engineering Department 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. 04/15/08 Construction signing and barricades shall conform with the latest version of the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways" 31. DISPOSAL OF SPOIUFILL 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 ttie 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 relieve the Contractor of its responsibi lity 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 04/15/08 SP-16 system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. ( e) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site . The ticket shall specify the name of the pit supplying the fill material. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (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. 36. RIGHT TO AUDIT: 04/15/08 SP-17 (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection ( c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 37. CONSTRUCTION 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; 04/15/08 SP-18 c-;.. • 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 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 COl!ncil 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. 04/15/08 SP-19 ' The Texas Commission on Environmental Quality (TCEQ), in coordi ~ion with the National Weather Service, will issue the Air Pollution Watch by j.oo p.m. on the afternoon prior to the WATCH day. On designated Air Pollutiof 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 begf work until 10:00 a .m. whenever construction phasing requires the use of motorized quipment for periods in excess of 1 hour. However, the Contractor may begin work 1or to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if e ui ment is ew and certified by EPA as "Low Emitting ", or equipment burns Ultra Low S fur iese (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuou hours between the hours of 7:00 a.m . -6:00 p. Day, that day will be considered as a weath d days of a given month. k for a period of at least seven a designated Air Pollution Watch d added 1 the allowable weather CONSTRUCTION jry 41. PAY ITEM -UNCLASSIFIED STRE XCAVATON : See Standard Specifications Item 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or a halt pavement shall be included in this item. Operations necessary to windrow xisting gravel base in order to lower or raise subgrade shall be considered as subsidia to this item and no additional compensation shall be given as such. During the construction of th· project, it is required that all parkways be excavated and shaped at the same time t roadway is excavated. Excess excavation will be disposed of at locations approved b the engineer. The intention of the Cit is to pay only the plan quantity without measurement. Should either contracting part be able to show an error in the quantities exceeding 10 percent, then actual quantitie will be paid for at the unit prices bid. The party requesting the payment of actual r her than plan quantities is responsible for bearing any survey and/or measurement cos necessary to verify the actual quantities . 42. PAY ITEM-6" REINFORCED CONCRETE PAVEMENT: (a) All applic le provisions of standard Specifications Item 314 "Concrete Pavement," shall aP, ly . The Contractor shall use a six (6) sack concrete mix for all hand place nt in the intersections. The unit price bid per square yard shall be full pay nt for all labor, material, equipment and incidentals necessary to complete the 04/15/08 SP-20 (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 d.ue 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) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. ( 11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION -CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. MATERIALS 04/15/08 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A 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 sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems . Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 2.3 Self-Leveling Silicone Joint Sealant SP-21 The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, Ml 48686- 0994, or an approved equal. Test Method AS SUPPLIED **** MIL-S-8802 ASTM D 1475 **** **** **** AS CURED- ASTM D 412, Die ASTM D 3583 (Sect. 14 Mod.) ASTM C 719 ASTM D 3583 (Sect. 14 Mod.) ASTM D 3583 (Sect. 14 Mod.) Self-Leveling Silicone Joint Sealant Non Volatile Content, % min. Extrusion Rate, grams/minute Specific Gravity Skin-Over Time, minutes max. Cure Time, days Full Adhesion, days Mod . Elongation, % min. Modulus @ 150% Elongation, psi max. Movement, 10 cycles@ +100/-50% Adhesion to Concrete, % Elongation min. Adhesion to Asphalt, % Elongation min. Requirement 96 to 99 275 to 550 1.206 to 1.340 60 14 to 21 14 to 21 1400 9 No Failure 600 600 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 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) 04/15/08 SP-22 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 ps i 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 ofoperations 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 slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. 04/15/08 SP-23 When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned . Solvents will not be permitted to remove stains and contamination . Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in 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 04/15/08 SP-24 joints at no cost to the City. Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 7 . BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications . 44. PAY ITEM-7" CONCRETE CURB: The Contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45 . PAY ITEM -RETAINING WALL: This item will consist of placing retaining walls in locations and at heights determined by the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk" where applicable. All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected . Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the Contractor. 46. PAY ITEM -REPLACE EXIST. CURB AND GUTIER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field . The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTIER" 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: 04/15/08 SP-25 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 specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. 49 . PAY ITEM -TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench . The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman . The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall , in addition, comply with all other applicable Federal, State and local rules , regulations and ordinances . Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials, tools, labor, equipment and incidentals necessary,. including removal of the system. Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe . 50. PAY ITEM -8" THICK LIME STABILIZED SUBGRADE & CEMENT FOR SUBGRADE STABILIZATION: See Standard Specifications Item No. 210 , "Lime Treatment (Material Manipulation)" and Specification Item No. 212, "Hydrated Lime and Lime Slurry" for specifications governing this item. Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for "8" THICK LIME STABILIZED SUBGRADE" as shown in the Proposal will be full payment for all labor, equipment, tools and incidentals 04/15/08 SP-26 necessary to complete the work. The price bid per ton for "LIME FOR SUBGRADE STABILIZATION" as shown in the Proposal will be full payment for materials necessary to complete the work. 51. PAY ITEM -6" H.M .A.C. PAVEMENT (Thickness Tolerances and HMAC Testing Procedures): The base course shall be a 3" deep Type "B" course placed in one lift. The surface course shall be a 3" deep Type "D" course placed in one lift. All provisions of Standard Specification No. 312.7 'Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements . If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than ~ 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. 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 04/15/08 SP-27 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. 56. PAY ITEM-6" THICK REINFORCED CONCRETE DRIVEWAY: 04/15/08 SP-28 See Standard Specification Item No. 504, "Concrete Sidewalks and Driveways" for specifications governing this item as well as details S-S5 and S-S5A. The price bid per square foot for "6" THICK REINFORCED CONCRETE DRIVEWAY" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 57. PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS: See Standard Specification Item No . 516, "Concrete 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: 59. All applicable provisions of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details , or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign which has been erected by the City. The Contractor shall contact Signs and Marking Division, TPW (Phone 817-392-7738). 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 ." 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 04/15/08 SP-29 used in reconstructing the fence. Their constructed fence shall be equal in every way, or superior, to the fence removed . The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence, and for any damage or injury sustained by persons, livestock or property on account of any act of omission, neglect or misconduct of his agents , employees, or subcontractors . The unit price per linear foot shown on the Proposal shall be full compensation for all materials, labor, equipments, tools and incidentals necessary to complete the work . 60. PAY ITEM -STANDARD 7" CURB AND 18 " GUTTER: All provisions of Standard Specification No. 502 'Concrete Curb and Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the fol !owing : 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. 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 arid gutter shall be reduced by 25% until the backfill operation is complete. Standard Specifications Item No. 502, shall apply except as herein modified . Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) gallons per sack (94 lbs .) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. 61 . PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXES/ MISCELLANEOUS : This item includes the removal and reconstruction of existing mailboxes, brick walls , flowerbed trim and miscellaneous items within the right of way which may be damaged or removed during construction. When possible, the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items . Items wh ich are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. 62 . PAY ITEM-BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No . 200 sieve, a minimum of 85 percent passing the No. 4 sieve , and which are free of organics or other deleterious materials. When compacted to the recommended moisture and density, the material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec, as determined by 04/15/08 SP-30 laboratory testing of remolded specimens of the actual materials proposed for the non- expansive earth fill. 63 . PAY ITEM-CEMENT STABILZATION: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. 64. PAY ITEM -CEMENT: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. 65. PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: 66 . 67. This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No . 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time , and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. 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. 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 04/15/08 SP-31 excavated/backfilled. The placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications. All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 68. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be 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 min i mum sediment retention of not less than 70%. NOTICE OF INTENT (NOi): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee. The NOi shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOi shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 04/15/08 SP-32 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment , a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O . Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site . Five of the project SWPPP's are available for viewing at the .plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES : A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Eng ineer 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 w ithin 30 days after final stabilization has been achieved on all port ions 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 SW PPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activit ies. 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 ma intained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to , silt fences, straw bale 04/15/08 SP-33 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 ~" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work . 70. PRE BID ITEM -UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide 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 04/15/08 SP-34 actual cost of the adjustments plus ten percent ( 10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. 71. PRE BID ITEM -TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 72. PRE BID ITEM -ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 73. PRE BID ITEM -MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 74. PRE BID ITEM -ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes, which are within 0.1' of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 75. NON-PAY ITEM -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL: 04/15/08 SP-35 77. All applicable prov1s1ons 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. 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 recommended. 78. NON-PAY ITEM -CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb , shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications . The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be 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 order ly 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 04/15/08 SP-36 • 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: 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 04/15/08 SP-37 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 817-392-8306. 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 follow ing 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 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 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. 04/15/08 SP-38 It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycl ing 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 AT&T TXU ATMOS Energy Dig TESS Telephone Number 817-338-6275 1-800-233-2133 817-215-0366 880-344-8377 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 work ing 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 w ith 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. 04/15/08 SP-39 90. 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. A. B. NON PAY ITEM-TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): 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 . CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and th~ 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 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 04/15/08 SP-40 91. taken during the constructio~ 'crnd removal of such barriers to minimize the muddying of a stream. 4 · • • ...,:y 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 m inimize 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 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. 04/15/08 SP-41 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 requi_red 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 ." 04/15/08 SP-42 (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 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL< REPLACE WATER AND/OR SEWER LINES -RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HA VE 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 FLYER HANDY WHEN YOU CALL. 04/15/08 SP-43 PARTE General Specifications for Water Department Projects (Not Bound Herein) ,. .- PARTF 11. Certificate of Insurance 12. Contractor's Compliance with Worker's Compensation Law 13. · Conflict of Interest 14. Vender Compliance to State Law 15. Payment Bond 16. Performance Bond 17. Maintenance Bond " (la,~ i'. ,_a! :on AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason · Brfcklaver/Stone Mason Helper Carpenter Carpenter Helper Concrete Fin isher Concrete Form Builder Drywall Mechanic Drywall Heloer Drywall Taper Drywall Taper Hetoer Electrician (Journeyman) --Elect rician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Heloer Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pioefitter Helper Plasterer Plasterer Helper 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Hrly" Ra~c C•ass1f1 ca ti or. $21.69 Plumber $12.00 Plumber Helper $15.24 Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Heloer $16..23 Sheet Metal Worter $11.91 Sheet Metal Woriler Helper $13.49 Sorinkl~ Svstem Installer $13 .12 Sorinkler Svstem Installer Heloer $l4.62 Steel Worker Structural $10.91 Concrete Pump Crane, aamsheel, Backhoe, Derrick, D'Line $13 .00 Shovel $9.00 Forklift $20.20 Front End loader $14.43 Truck Driver $19.86 Welder I $12 .00 Welder He(per I $20.00 $13.00 $18.0D $13.00 $14.78 $11 .25 $10 ,27 $13 .18 $16.10 $14.83 $8.00 $18.85 $12.83 $17 .25 $12.25 I Hrly Rat<.> $20.43 $14 .90 $10.00 $14.00 $10 .00 $16.% $12.31 $18 .0D $9.00 $17.43 $20.50 S17 . 76 $12.63 $10.50 $14. 91 $16 .06 S9.75 HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RA TES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weismer Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Ooerator Concrete paving Saw Ooerator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator Electrician Fla!!:l!:er Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Gommon Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipelayer Reinforcing Steel Setter, Paving Reinforcin~ Steel Setter, Structure Roller Operator, Pneumatic, Self-Propelled Roller Operator, Steel Wheel, Flat Wheelffamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Ooerator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowboy-Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Liimt Truck Driver, Tandem Axle, Semi-Trailer Truck Driver, Transit-Mix Wagon Drill, Boring Machine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $10.06 $13 .99 $12.78 $] l.01 $ 8.80 $14.15 $ 9.88 $13.22 $12 .80 $12 .85 $13.27 $12.00 $13.63 $12.50 $13.56 $14 .50 $10.61 $14.12 $18.12 $ 8.43 $11.63 $11.83 $13.67 $16.30 $12.62 -s 9:-18 $10.65 $16.97 $11.83 $11.58 $15.20 $14.50 $14.98 $13.17 $10.04 $11.04 $14.86 $16.29 $11.07 $10.92 $] 1.28 $1 J.42 $I2.32 $12 .33 $10.92 $12.60 $I2 .9 l $12 .03 $14.93 $11.47 $10.91 $11.75 $12.08 $14.00 $13.57 $10.09 ... ACORQM CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDD/YYYY) 10/06/2008 PRODUCER (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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P O Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# INSURED Conatser Construction TX, LP INSURER A: Bituminous Casualty Corp ,+ IX P.O.Box 15448 INSURER B : Bituminous Fire & Marine Ins. Co A+ IX Fort Worth, TX 76119 INSU RER C: INSURER D : INSU RERE: 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 T O WHICH THIS C ERTIFICATE MAY BE ISSUEO OR MAY PER T AIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T ERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY H AVE BEEN REDUCED BY PAID CLAIMS . IN SR ADD'L TYPE OF INSURANCE POLICY NUMBER PJL!S,~:}f/t~~/' POLICY EXPIRATION LIMITS I TR ,,.,cor nAT~ •• GENERAL LIABILITY CLP 3 255 208 08/01/2008 08/01/2009 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIAB ILITY DAMAGE TO RENTED $ 100,000 noc•~1 c-cc-(f=::a ---1 11"onr-o\ ~ D CLA IM S MADE 0 OCCUR MED EXP (Any one person) $ 5,000 A X CONTRACTUAL, XCU PERSONAL & ADV INJURY $ 1,000,000 x INDEP CONTRACTORS GENERAL AGGREGATE >-- $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMP/OP AGG $ 2,000,000 n fxlPRO-POLICY JECT n LOC AU TOMOBILE LIABILITY CAP 3 523 271 08/01/2008 08/01/2009 COMB INED SINGLE LIMIT ,__ (Ea accidenl) $ X ANY AUTO 1,000,000 ,__ X ALL OWNED AUTOS BODILY INJURY X (Per person) $ SCHEDULED AUTOS B i-- X HIRED AUTOS BODILY IN JURY i--$ X NON-OWNED AUT OS (Per accident) 1-- 1--PROPERTY DAMAGE $ (Pe r accident) GARAGE LIABILITY AUTO O NLY · EA ACCIDENT $ ~ ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY CUP 2 583 186 08/01/2008 08/01/2009 EACH OCCURRENCE $ 5,000,000 }] OCCUR D CLAI MS MADE UMBRELLA AGGREGATE $ 5,000,000 A $ ~ DEDUCTIBLE . $ RET ENTION $ 10,000 $ WORKERS COMPENSATION AND WC 3 523 272 08/01/2008 08/01/2009 X I WC STATU· I TnRY I IMIT<: IDJ~· EMPLOYERS' LIABILITY 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EAC H ACCIDENT $ OFFICE R/M EMBER EXC LUDED? E.L DISEASE • EA EMPLOYEE $ 1 ,000,000 If ye.s , describe under 1,000 000 SPECIAL PROVISIONS be low E.L. DISEASE -POLICY LIM IT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/ VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS STREET RECONSTRUCTION, WATER & SANITARY SEWER REPLACEMENT 2004 CIP NEIGHBORHOOD STREET PROJ 00441, ~EAR 4 & 5, CONTRACT 41, P253-602170044, P258-702170044 IN THE CITY OF FT WORTH. CERT HOLDER NAMED ADLN ~NSURED EXCEPT ON WORKERS COMPENSATION WITH GENL LIAB PRIMARY & NON-CONTRIBUTORY, WITH WAIVER OF SUBROGATION ALL POLICIES AS REQUIRED BY WRITTEN CONTRACT. 30 DAY CANC NOTICE AMENDED TO 10 DAY FOR NON - PAY OF PREMIUM. CERTIFICATE H DER CITY OF FORT WORTH 1000 THROCKMORTON FT WORTH, TX 76102 25 (2001/08) CA CELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF , THE ISSUING INSURER WlLL ENDEAVOR TO MAIL _lQ_ DAYS WRITIEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IM POSE NO OB LIGATION OR LIABILITY AUTHORIZED REPRESENTATIVE CERTIFICATE OF INSURANCE TO: CITY OF FORT WO RTH Date~ NAME OF PROJECT: Pav em ent Reco nst ru ctio n and Water and Sanitary Sewer Ma in and Replacement on Portions of NE 37th Street, Decatur Avenue, Hardy Street an d Se lene Street PROJECT NUMBER: P253-602 l 70044/P258-702170044 IS TO CERTIFY THAT: Conatser Constructio n TX, LP is , at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits ofLiabilitv Worker 's Compensation Comprehensive General Bodily Injury : Liability Insurance (Public Ea. Occurrence: $ Liability) Property Damage : Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence : $ --- excavations Damage to Underground Utilities Ea. Occurrence : $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person : $ Ea. Occurrence: $ Property Damage: Ea. Occurrence:$ Bodily Injury : Contractual Liability Ea . Occurrence : $ Property Damage: Ea. Occurrence : $ Other Locations covered :----------------------------------- Description of operations covered:----------------------------- The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation . Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements , either in the body thereof or by appropriate endorsement thereto attached . The City , its officers , employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor 's worker's compensation insurance policy . A enc Fort Worth Agent Address ------------------ Insurance Co .: ___________ _ By ______________ _ Title ________________ _ CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V .T.C.A Labor Code Section 406.096 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No . 5396 and City ofFort Worth Project Number P253-602170044/P258-702170044 STATE OF TEXAS § COUNTY OFT ARRANT § Conatser Constructio ir'V X, LP By Conatser Mana i nt Group Inc CON I Mark Pappas, Vice-President of Conatser Management Group , Inc , G.P. Title Oclcb q 1 d PQ]' Date BEFORE ME, the undersigned authority, on this day personally appeared ,_:__l,,),::...::._.:.._.L.:..:.c,q...,,p,~· known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to m executed the same as the act and deed of Conatser Construction TX, LP the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thifi_day of ~J.;,,. 2008. NQ ID,:;d•fifi ~ the State of Texas ..• ,:;.:;;:z~···· JAMIE L BROWN '"~·· .,.... BLIC !~( .\ .. \ NOTARY pU i *\ J* i state of Te>C86 \ .;.__-. ,..-.,:~/ ,.......,... Exp ()6-27-2012 • '•,;qOf~' VU''""" • ' ....... . Bond No : 022023676 PERFORMANCE BOND THE ST A TE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OFT ARRANT § That we (1) Conatser Construction TX, LP as Principal herein, and (2)i:iberty Mutual Insurance Canpany a corporation organized under the laws of the State of (3)~, 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: Two Million Five Hundred Forty-five Thousand Seven Hundred Eightv and no /100 .................................. . Dollars ($2.545.780.00) for the payment of which sum we bind ourselves , our heirs , executors , administrators , successors and assigns ,jointly and severally, finnly by these present. WH S · · 1 h d · · · · h h ob1· DEdc do? 2ooa f EREA , Pnnc1pa as entere mto a certam wntten contract wit t e 1gee ate in e _o ____ _,_2"""0"-"'0'--"-8 a copy of which is hereto attached and made a part hereof for all purposes , for the construction of: Pavement Reconstruction and Water and Sanitarv Sewer Main and Replacement on Portions of NE 37th Street, Decatur Avenue, Hardy Street and Selene Street NOW THEREFORE, the condition of this obligation is such, if the said Principal 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 exp ense 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 s uch statute , to the same extent as if it were copied at length herein . IN WITNESS WHEREOF, the duly authorized representative s of the Principal and the Surety have executed this in strument. --r:; Q 2 2008 SIGNED AND SEALED this_ day of ____ =2=0""'"08=. ATTEST: Conatser Construction TX. LP (Principal) Secretary (SEAL) g m,,~.,J;~ Witneas to Principal ATTEST: Secretary (SEA 1¥/;}tjf~ Witness as to Surety Nikki L. Adams NOTE: 5327 Wichita St. Fort Worth, TX 76119 Name: Glenna S. Davis (Attorney-in-fact) Address : 175 Berkeley Street Bast an, MA Q2 I I 7 Telephone Number: 972.233. 9588 (1) Correct name of Principal (Contractor). (2) Correct name of Surety . (3) State of incorporation of Surety roup, Inc GP Telephone number of surety must be stated. In addition, an original copy of Power of Attorney sh a II be attached to Bond by the Attorney-in-Fact. The date of the bond sh a II not be prior to date of Contract. THE STATE OF TEXAS COUNTY OF TARRANT § § § &Jnd No: 022023676 PAYMENT BOND KNOW ALL BY THESE PRESENTS: Liberty Mutual Insurance Canpany That we (1) Conatser Construction TX, LPas Principal herein, and (2) a corporation organized and existing under the laws of the State of(3) MA , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties , Texas, Obligee herein, in the amount of Two Million Five Hundred Forty-five Thousand Seven Hundred Eightv and no/100 ................................... Dollars ($2,545,780.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs , executors , administrators, successors and assigns , jointly and severally, firmly by these presents: DEC 02 2008 WHEREAS , the Principal has entered into a certain written contract with the Obligee dated the _day of ____ A.D. , 2008 , which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length , for the following project: Pavement Reconstruction and Water and Sanitary Sewer Main and Replacement on Portions of NE 37th Street, Decatur Avenue. Hardy Street and Selene Street NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253 , Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void ; otherwise , to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code , as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein . IN WITNESS WHEREOF, the dul y authorized repre sentatives of the Principal and the Surety have ex ecuted this instrument. SIGNED AND SEALED this _ day [r ~ -I") ( 20~ 008. ATTEST: (Principal) Secretary (SEAL) ATTEST: Na e: Mark Pappas Vice President of Conatser "tie : Manageirent Group. Inc .• GP 5327 Wichita St. Fort Worth, TX 76119 ~~urd~ Name: Glenna S. Davis Secretary Attorney in Fact (~ lfJdafii,O Witness as to Surety Nikki L. Adams NOTE: l. Correct name of Principal (Contractor). 2 . Correct name of Surety . 3 . State of incorporation of Surety . Address :175 Berkeley Street Boston,MA 02117 Telephone Number: 972 .233.9588 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. Bond No: 022023676 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: Liberty Mutual Insurance That Conatser Construction TX, LP(Contractor), as principal, and Canpaoy , a corporation organized under the laws of the State of MA , (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 Two Million Five Hundred Forty-five Thousand Seven Hundred Eightv and no/100 ................................... Dollars ($2,545,780.00) lawful money of the United States , for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves , their heirs , executors, administrators , assigns and successors , jointly and severally. This obligation is conditioned, however; that, WHEREAS, said Contractor has entered into a written Contract with the City of Fort Worth, dated the _d't}'. oJ _ 2008 copy of which is hereto attached and made a part hereof, the performance of the followmg described public improvements: Pavement Reconstruction and Water and Sanitary Sewer Main and Replacement on Portions of NE 37th Street, Decatur Avenue, Hardy Street and Selene Street the same being referred to herein and in said contract as the Work and being de signated as project P253- 602170044/P258-702170044and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and 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 Two (2) Years 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 sai d 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 Water Department of the City of Fort Worth , it be necessary ; and, 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 recon struct said work in accordance wit h 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 the Contractor and Surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries ma y be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this in strument is executed deemed an original , this_ da y of , A .D . 2008. ATTEST : (SEAL) Secretary ATTEST : (SEAL) Secretary DEC O 2 1..U08 in .!Q_counterparts , each one of which shall be Conatser Construction By Conatser Manag Contract Liberty Mutual Insurance Canpany Surety B~df{l&d,/ Name: Glenna S. Davis Title : Attorney-in-Fact 175 Berkeley Street Boston, MA 02117 Address 2346180 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company , pursuant to and by authority of the By-law and Authorization hereinafter set forth , does hereby name, constitute and appoint GREG A. WILKERSON, GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, JOHN R. WILSON, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS ....................................................................................................................................... . , each individually if there be more than one named , its true and lawful attorney-in-fact to make , execute , seal , acknowledge and deliver, for and on its behalf as surety and as its act and deed , anv and all undertakings, bonds , recognizances and other surety obligations in the penal sum not exceeding TWENTY FIVE MILLION AND 00/100**1***************** DOLLARS ($ 25,000,000.00***** ) each , and the execution of such undertakings, bonds , recognizances and other surety obligations , in pursuance of these presents , shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons . That this power is made and executed pursuant to and by authority of the following By-law and Authorization : ARTICLE XIII -Execution of Contracts : Section 5 . Surety Bonds and Undertakings . Any officer of the Company authorized for that purpose in writing by the chairman or the president , and subject to such limitations as the chairman or the president may prescribe , shall appoint such attorneys-in -fact , as may be necessary to act in behalf of the Company to make , execute , seal , acknowledge and deliver as surety any and all undertakings , bonds , recogn izances and other surety obl igations . Such attorneys-in-fact , subject to the limitations set forth in their respective powers of attorney , shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company . When so executed such instruments shall be as binding as if signed by the president and attested by the secretary . By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII , Section 5 of the By-Laws , Garnet W . Elliott , Assistant Secretary of Liberty Mutual Insurance Company , is hereby authorized to appo int such attorneys-in-fact as may be necessary to act in behalf of the Company to make , execute , seal , acknowledge and deliver as surety any and all undertakings, bonds , recognizances and other surety obligations . That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. >, m 'tJ (/) (/) Cl) C: .iii :::s .c > C: m -C: -o ~ ..... >,UJ Cl)W Ee IN WITNESS WHEREOF , this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of O a. Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting , Pennsylvania this 29th day of May , := 0 2008 < M COMMONWEALTH OF PENNSYLVANIA COUNTY OF MONTGOMERY ss LIBERTY MUTUAL INSURANCE COMPANY By~,.,._ef-M-~- Garnet W. Elliott, Assistant Secretary On this~ day of May , 2008 , before me , a Notary Public , personally came Garnet W . Elliott, to me known , and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation ; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WH P. ~i ~ unto subscribed my name and affixed my notarial seal at Plymouth Meeting , Pennsylvania , on the day and year first above written . ~ ~ONWG ( f'i 0~ '(_;; <;,. COMMONWEAi. TH OF PENNSYLVANIA ,,;--..._ i .-" ~ Nolarial &ai f// . ' , I/ -1--,1 J ToreeaPa&tela,NoialyPubllc By 7~------~..c._---'-----------==~ Ter~sa Pastella , Notary Public CERTIFICATE I, the undersigned , Assistan ecretary of Liberty Mutual Insurance Company , do hereby certify that the original power of attorney of which the foregoing is a full , true and correct copy , is in full force and effect on the date of this certificate ; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This ~ertificate and the above_ power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March , 1980 . VO'.~D that the facsimile or mechanically reproduced signature of any assistant secretary of the company , wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds , shall be valid and binding upon the company with the same force and effect as though manually affixed . IN TESTIMONY WHEREOF , I have hereunto subscribed my name and affixed the corporate seal of the said company , thi 0~ ... 'tJ Cl) C: :: m oe c. m .!!?o .c:o -" _o, 0 C: >,Cl) :!:: Cl) :2,! -Cl) ~.c Cl)O =~ E~ .!::~ 'E~ Oo (.) ,- 0 CD 1-,.!. ~Libertx ~ Mutual. Important Notice TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P. 0. Box 149104 Austin, TX 78714-9104 Your notice of claim against the attached bond may be given to the Surety Company that issued the bond by sending it to the following address: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the claim office by telephone at: 610-832-8240 Premium or Claim Disputes If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. This notice is for information purposes only and does not become a part of or a condition of the attached document. It is given to comply with Section 2253. 048, Government Code, and Section 53. 202, Property Code, Effective September 1, 2001 PART G -CONTRACT THE ST A TE OF TEXAS § COUNTY OFT ARRANT § DEC O 2 2006 THIS CONTRACT, made and entered into the _ day of 2008 and between the City of Fort Worth , a home -rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do , Party of the First Part , hereinafter termed "OWNER", and Conatser Construction TX, LPthe City of Fort Worth County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows : Pavement Reconstruction and Water and Sanitary Sewer Main and Replacement on Portions of NE 37th Street, Decatur Avenue, Hardy Street and Selene Street And all extra work connected therewith , under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials , supplies, machinery, equipment, tools, superintendent, labor, bonds , insurance , and other accessories and services necessary to complete the said construction , in accordance with all the requirements of the Contract Documents , which include all maps , plats , blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon , together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. OFF J The Contractor hereby agrees to commence work within ten (I 0) days after the date written notice to do so shall have been given to him , and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore , subject to additions and deductions , as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein . IN WITNESS WHEREOF , the Parties to these presents have executed this Contract in !Q_counterparts in the year and day first above written. City of Fort Worth, Texas (Owner) Party of the First part Fernando Co sta , Asst. City Manager Conatser Construction TX, LP By Conatser Management Group, Inc 5327 Wichita St. Fort Worth, TX 76119 Contractor Ti APPROVED : ATTEST: ID~0P City Secretary c /-;:23 '*\s-(Seal) Contrac t Authoriza tioa ~-... -r._21_'2....-~l O~:Xa._ __ WITNESS~te - APPENDIX A STANDARD FIGURES AND DETAILS WATER DETAILS SEWER DETAILS DRAINAGE DETAILS PAVEMENT REPAIR DETAILS ,• till~ l, i!t!E!~~~~~J?i{1.~1'<i ~~l{nil;,r ea~~•,i r;, ·2_t §-e'r)t 'i'p;e ·, •. -~;, ln 'lt;a:itsix~ ~h{f.f firip l~,e rA ~lt$Js. : iQr: · ;(\'.af J: tt~~;er tts~x: :As , . · . 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C~O!J'CS;'l!ACKi"AND': C'Ai:f :'$iijl'Q BE: PVC: 'lit'ATERiAt: " ~" · . ' ... t .: h ,. ,, 6· PIPE Afio FJ.tfiRG S'. sA~lL. BE SDR,,.;.'ss ' OR . soR':.:2a :p.tli(,: WHEN 'N:O'r' iN,... H(r.H ' W.lF~~ ·A'~¢p;~: . , . . . . . . ' ,>t ,7i •. -¢'QN'Ci~~ 'IJ~~b ~dQl'q ;~t'~Kt;J:90;!' . , A~ji,~EM~l;t, iSl;fA.U:<'.BE 5 ~s:-'.o~·. 3;.QQO 'PSI -~J"t DRIVEW&Y ~.~-,.---·'!'9 , ,--:-·-.-.. ·{~ DRIVEWAY 'APP.ROACH ~ smt:et PVC CLE'..ANOU.J BO'OT CAST IRON CLEANOUT '.SOO't: Cit'( PF r0ar WORTH, TEXAS' TWO WAY SERVJQE OLEAN'OUT SAN-0.1·1 ,;·_ "U Ill co CD ~ 0 -N (0 f.i E){ISiifil~ .tQRa: ' ' ;;r~:· • ~; l ., . ' '- ,· -' • 'r ·jt 1-;, •• \.-•• ...... ,· '.:. .. , : .... > 'i. c-· · ~eH: aJ:PA!B: 'U:G1rrs:· .,tf "'.li----,==····"-;;...:•...;••""::.0.·"""·· .("..._...._,.~--""'-.. -""", ,\._.._--i r ·,;" •· _-+;;~ ... . 'i •. • ,,-J •• - ·, ' . txls.fiNG CURB & -GurrtFt, · ·-ms~r1-f gtF .,., .. :~ .;w~PSaM :"~~ MM ··-~1 rt."Y:!EMe:~·r ·;t(wo · ~~FJ REtf'lF-i.)R'CEc ~o NGRE'IE s\'\se . >.,. C ,· -: -,~11~·" .. :~,». L:~··:(i;·~: ~{' .. -; .... :.:~·'.'.~~~l_-~~i)~~·, ·. ' -: ... ~--. > 1 0 / • ' .> ·" ' · '. ,; __ ·. '. 1 NA$$'~",.;· ... ,.··-+' , . · .'..·./;. . . .· .•. :- 1'..t. p~,q;~ ~ M!N.;, PF ·~~; H.~!i.'Ct S.l/Jff'.'!6;,q'~ Jt~l).R~~ -~~ '":oJ J,fl~} :to: .t;i '.\T/Zffi t8lS1ttN~ if.M~C P-A~MtJ~:r' ~ij,Al)_E AS1 .S:A o~. ~:,; Pl.A'C.t »r M!fI,, bF :a.7 ~-;];J, C"O&OB!~ i:~ ~PWJ\l'., .. . . . .,. ,, , ' t, ·2 . J., -u 4 •. Q) <C CD s~ N (11 i}r 0 -N co •: J . I } . ,.___,, ~. ,. ... ?#', _.:;· f."<:;?::fJ;/'t 1!·;':'" ;.. RSlt\lFORCEO CON'C REJE P?!i~ENr SffAlt. '.BE '8'EP,1 .ACEO TO · oar . n\iJCKN'es~ .oR°-"to l -~1Nfir4@ '1ll1CRN~s.s Ofi' 'il ·@/icittE~ fs(~ . \. 1'{, JF' ·sfm s)'(rsts '®' :bhNtRErt'E J?A\IEMEN:J' [(l 'e'a :'.GU:r, "(f:16 :STEEL !$HAil_ BE cut ~NO s~.t:YAQ~ ;;'A~i !i?"A$~eJJ;; ls 'M!.tilt'.tll~ ;~,F iPt;f~~ J,?f~'.l!AJ{~~;t~·,~i<!' '~"~ '.11~ :'f~:ijA~gf:t.1,, REt9FtittdEO. ~"."f.ii ,R .::,;;, ff': 'E ':t :wtiL st R~tE .i 'O:\?i'ftf '''TR'.:'[l;;A ,~§! SHOWN .11tl TH& •.. ,., ... ,-" ,,. ........ ,,.Q .. _ _,g..., .. ~\h ... "., . lt -~-,. ~.l ~._.;.;,,; ... ;;;...,,.~.,---.R.,;,, ... t~f~t .al/) .... , ---..... .,. • .. · - E::v.Elfl .N:CaR~~EINFORCED . ' . E.,,t.. PA,v t;M c.t'H JS, REM.QvcEl. ·. ".... : ' ' Atl extsti'fl.G' ASPRAL'.F coUR:S~ §lilb, at '~EPLAG'Eb' to -THB :OR(GfNru. ':tle'P-n:t MIMiMUM'. P~~EfH 'C:lN :Al.b. A;S,Pltf~t.T $:~EE T~ :~JMJJ.. !3E: ·i ... · Qfi fl!'!~: GlIAf>EP iS,Q_R(;;~~~ 9QUR,.SE,. SEOOIN'G cjp F>ti=>E'. id M'~t.clil &0:JA'CS'ffT :S~C::OQNS:t Mc'7 ,CONMei:E· tJA$t BE, bEiFrEo iF ' i.l~LF 'THE $P'E'.c1~fED'. 1BIGKNESS: 0F 11.:§;J, 1:s;, ini;tEQ-TP lJiE: '.~!,:~$.$ ~,l l;:P,Ji{C_R,EW."' ~~-:....-· · ~mµ. .MA'.f'.E8!AL .(SEE . NQ'i:E: ·fZ] R&v: .os/~oos ""O Q) (0 (I) N 0) 0 -N (!) ·• ,,. .i ':EXfc:"trklii Ql'.IDB • ..l .•.. '1:~·~ttrtl''?·. 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'" . : ; ' . . t PL~C.t; JA. ~ift::(jJ=",!" :f{FIA'C: iSU8."P:A~t. :SP.J:!~$~' tmE ,,;A"i;'., ~l~ 'lQ ;R~:r€;~; ~,.5;11,!il.§ JiMJ;~ p~~~t' :GRADE· ,~s ~Htiv#I:, :: =~9~~~~~1f~·!'::!~:::· -~ o:~· :\,~::::'~' C'·t~-· . .... ~ fi~Effi AR'f"'s~--~JJ~\~·~J~s: ~Eli~~J··A; ·Te.I, ··· J~>-' i: M M'lai ~°lo£if~i ~oR' soe~cL-l~~-::Pi~~tr_:o·!,_~A~~rA~~~~·~-~~:¢1<r,1LJ;'~ij,tt'L '>;4~~1: ~~;p~~~~-~rtrnJij ~~Tt.,~O~flD , -4, \l\F~~t~Q~~ff P~r;;s_E, )~: Ae,t:Q~Ql{~QE $~,E~,~~PP.f~ ,f-f~"\~~~J: :fl. m"k~-. ~~~B:··~f~!N,P,r.~& i·,Ffl t9~i ~JiJH,., cSP~tt~h.1101ls ,i;:oir!m~~lor%\i~,Q. FOR mR _ R .SA. l't R 'SE . 1~ ,., • £:A:.p~; CK _Lt .J;{~ . ,_ . ,, ·" t..1GJ:,LE,, ~' )jtfA}jif b:cti\.i:SJ'!BC(C""~ •• · -.·' ·· · -··· ·' · '.REV, bs.(alffi6, . ·. -· ---·-·--D'-"i'IB ogj;aoe5 '.,..;~ .. : .~.. . . .~~-.::-._< )', .:,>'/'-~'--:. ,2--.o· ~o· .... }•-:«2, ' . ~.\l\. :, . ·,. ' -· J ,~strr!lci, ·e»:si • .tf-',At-lY} . , .. f ,,, ··ra:Ef/J:Cl:1 ,R12PA"f~ WIR'ElNFP~~go;,_,'~Q~RElt~ PAVEMENT iW:RltlAb :SStin~e~: . ,. . . ' . . . . . i3~ P.LAGE: :6." ,{jf' :2::2'7 · 'CONC8EIE; 1AS, SHOWN'. t" OF RtlN.FO~CEb. ,Cm,[CR~ .MAY BE: stJa:ti'tlJtrED ~()'R E\IER Y 2· Of! 02:~7 -ti:ON'CRETE . . ii~ 'Rtrtii;:oRfEMENT bF 'C()N6RETE MUST ME;ET :ci:rY ,STANDARD bR MATCiil EXfSlil'fG, Wfll:CHEYER I_$ G:RE'ATER , S·. ,A~L :CQ~'.STB;Qt)'.J:QN Ml.($.i J{E IN ~CS9.8D~t·{CE · WITH 1He;: GIT¥' Or F.:GRT WORTH ST;b.ND'ARO i5-fl~I~JH9!llQij~.:f~ 'STREET ' AND: SffO~t;( DR~I.~ C08SJR0.C;TJO'N, .. '·~ ""'""' ·" c· • WjiSr'l·.,.,.,i '"""''o/1'1;' :Cl.n: ,Ut'-:.F:-ORT ... Ill~ In-; •. ,,c~l'\s ~EN:cH R,EflAlR W/REINFOR'CEO ceN8RETE: .'PAv.EMENT •• ·> ,. • ... ;,_,.,,_ • ,·. -.• • ,.. • ,:-. ,._. . -~.-, "'O ' ll) ; (0 ' (1) "' (X) o ' -"' co .~ . ·• ~~J' h}~. •; •. 0 -~- ·~-. ·i ~·;,. .,,ii,;,,j; ;J , ·J1' ~1t ;pJ~ ,J\ .. ', .. ' .. ' ... · -:. .. ~ .. 3'11' ·. ' ... ,,"' , .. .. ~-i::r5,11 ~ ... ·:J . ___ !.,... '8 -15'' .~. ' .4,.9 11 ' .~~ -J ~;a;.; ~·, 1·r:· ._·-. -':-' ------. •. ------·:--~_ -...__,., . . ~·~l~INJl; . t~:(Pbt€RJ;TJ; SJt~\..L , . ;; \'!;'AW ;~\,H' l"U(L {I[e,=tl:'I ' . : : )~,'~1~t(~t~i.~_t!fra,l1l~;rJ1~:i.. l ITO-r.i1sr,g1.a R~':V-F.J~i~ -i,,i-S'eCJn~ ;N.©'£~ __ -_~M_: :Si TP_, -_--THC J{cts 't'lt 8·/1:R ·11:JH ,-A l-;1J!<J1F;i!:!'M: 12" 'O;V,E8LA~~ if-To . .J BAR'S .& 2:-i-" p:.;c ·13:ctr:H W.A¥S .-."' 'A'T g;~f?if\1}1'.SJf)f.); 4QJN;t'J1~-~,, R'Cew q,:gp 2'Xl?,ffl~lQ'i( ~p1rrf:',: flt,!;;~ .~10 N~/9' 'ji ~,i;: .. · >t,MPl,lrfH .p;OW@~ '/1:T ~'4>·11• ·Q'~bJ s,Aw :ebn i /' ,J::_._x1_·-~-:r1N~_--_ st_e.t•·· 1111· r-;;xyE.;in,Y -, .. -· 51-~ALL et Co'r~ ·-· -~ " -· -·T: . ' ·-t l -• ' ;~ •• •"'.°i'l , ;", :--""''.''' . ' -· • • ~ " •• •: ·~ ~--_ ~.;y_-,,-. .-~ ,'• . . • . ;· ._ I'" _. l;;_~'f,~:-.5~~~C_.;~l\~f:ll.lp'~!J,.. ., .. ~~-:-~ ;:;~,f·"-· :.r-,,~, · ,., .. ·";~ ~.--t1-,~ .. t !· -C,: .. ;··,•:.-;ir;¥· •.. ~~ -~,~ .. -~~-'."·:.;,?:'' .. -~ i~·. ·, ~.f .. :···,1· .. r.··.~.·_1.:,,.-.---· -·-· -··-· _:~-~. ~Xl§T,sr.. b t, , I', , • ,,i·· _. ... ,., -. ..:.'.f.:, ., ,, ,. • "... -_' :.·:,,:_'·-_ .,. I : ~'J~\i-..,_,,r ~all -, .... ~ · ·· 1-fjji .... ,., -:!·~~.., ,, .Q J(_. ' ' µ \ I I i I l j -a ll) (0 -~1_: ;ldf(·l<d ~---.• .. ·4>· JY:t lee'\.. , . . . I~"""' .. ~ . . ~ '·' . ·---.. r ©W~~ ro~---=-~-'-~~------\-:~---.-._-·-_-'----· -~~lECOMtl~&G.E,i) ecV~~twd,o. ~:~~H-~G,~. -~,. I-I~H~:@~tfl;' co.-1\~SJSi.M{f: ;OJ~-~ctl t;5~; J;,PW R;c,A•, l:J~fR!l ... ~-K"!.1 Ji.'i~lLi-. ·. · ,. -1:-1.-.·fi-i /1 X:,~%!:~\: .; } .~ .. · i$}-;,~g,f_t §1.~ @PN:STIJUC[Ell JO\itt -:~ J~'._lNT ,§: 'i--· T~:P]l)AL _)3',l\~ttA1*" PA,Nl!l.,, · ~.tJ~LAC.tM.E:NT · m~Jkt:&fi:Rrel[IJ ·~~1r<H/E'Tc· PAVEMENT (~:-~-.f"f,--: < .~· ':' ..... "-~ .;,. "' .. ~:~~.:k'f .. ~;.; ,:.· -J·.:.., , ... ~ '. "' : . :I' '" ':JlJY_&x ·--~ ~~il1JA ~rii\,,W~ . J'CJlNt 'DEPTH ~~-........ ~ . . ~ ... ~pAV:E'.MEr.;JJ' -tRt01~»ass J:" 9.{' T"' G? l'-1-'', ~------· -· _:ti< B:" ' J.OJNJ' tfEPtfl HtW t~\{2''' 1'-'ri/+~· 2W ·oc1xre1 .. ~ l~¢(,-0.L.· l\Pl?i&11V:~D i:l~ -4~~'~ O;_AJt;,i,'."i}:ZPi HUG'..0 ,1'4Alffl.9A µ,• ~WR.Tp;,;;.,, :ctf~ '.O'.F' ·Mar ,wurri:fr, T.~*:.1?; rriu1sP.:@R1:t,:f1~tttt~P]t'1~ mC!RI~?'· · :~NGl~}~brt: :~1~rs1~u~r J .Fl:q..~0~0 .. 0:--~h.l) ,___..__._. ... ~J.;., .. " .. ~ U + 0 ai OW03 LO+ POEM E3vE W 010 L° 0110+w �Q O C? OIL V)C C nL+ b T+7 x 0 o w mi F ° y0°- III 0) 4001 +od.9 GXOI O.L 10 � 00 m0+} / 2 L �YD LO C °ccc m woo°io L low +i o L :.000 o L COW L +p ¢to �E w:) WL � 040 - OZ0o°- J1 .F- L IUn +OL O1XX o o U _ Q ,`See DETAIL "A" 13 6" Min & Usuo114) I `; Precast Cement Culvert ::: stabilized I Wall backfill O i a Cast -in -Place B 8 concrete closure T S c (Place 4 - tt40s '- o as shown) 11 Cement Stabilized End of "Concrete Backfill OI Box Culvert" MULTIPLE UNIT SECTION B-B PLACEMENT See SECTION THRU CURB O for Curb details Finished Grade x (Roadway Slope) Place additionalU i CA layer of 6 #4's •- Spa at 6" max (D End of "Concrete as shown Box Culvert" for oyment iv Bars C p U� 3" Chamfer�' N _ (See GENERAL ZJ Q I Precast NOTES) Concrete J C 3'-0" Min Closure Box Top I Sla SECTLON THRU TOP SLABS LESS THAN 7" 10" Exposed reinforcing inside and outside i shall extd a min of 4" ngap rL Box , k0,4" h if ANGLE DETAIL Concrete Closure Outside Face NEW 8" wide band 7 Reinforcing I 1 Inside Face Inside Face Reinforcing SECTION A -A Precast � End of "Concrete Concrete Box Box Culvert" for payment OI c T O O 3'-0" Min O1'-0" Min Extension — — Cost -in -place concrete closure (Place 4 - tt40s I Cement as shown) 11 stabilized bockfiII 9 RI ��013DETAIL A OWingwall — Finished Grade (Roadway Slope) 12 8 \ >, Ox 1 K 2 " o N H(#4) 3" Chamfer (See GENERAL NOTES) SECTION THRU CURB t0 oUANTITIES PER FOOT OF CURB Reinforcing Steel 4.18 Lb Concrete 0.037 CY 10�0" .v=.■=.■vet■�� Cash i n-p I ace Concrete Closure 11 Precast Concrete Box WINGWALL CONNECTION (Also applies to Safety End Treatment) BARS C - tt4 BOX Culvert° ---1 for payment ___� Cement stabilized (TYP) Box ---i backfill between multi-boxesO H End of Cost -in- Place Concrete ---i Closure PLAN OF SKEWED ENDS (Showing multi -box placement) O Ih X J BARS K - u4 (Spa = 1'-0" Max) (length = 4'-3") O0" min to';5'-0" max. Estimated curb heights ore shown elsewhere in the plans. For structures without roiling and curbs taller thon 1'-0% refer to ECD standard. For structures with T6 bridge rail, refer to T6-CM standard. For structures with bridge rail, other than T6, refer to RAC standard. OFor curbs less than 11-0" high, tilt Bars K or reduce bar height as necessary to maintain cover. For curbs less than 3" high, Bars K may be omitted. OCurb, Wingwall or Sofety End Treatment reinforcing shall extend into concrete closure. Any reinforcing that does not fit into the closure shall be bent or trimmed as necessary. - OCast -in -place concrete closure sholI be 3'-0" min. Boxes shall be cast short or broken bock 1n the field. All reinforcing in the closure shall be the some size and spacing as in the precast box section. Except where shown otherwise, the cost-in-ploce closure shall be flush with the inside and outside faces of the precast box section. OFor multiple unit plocements the length of the closure for the interior walls may be adjusted as necessary. The length of the top slob, ,bottom slob, and exterior wall closure shoII not be less than:3'-0% See Section B-B detail when interior wolfs ore cost full length, © Precost box reinforcing shall extend a minimum of 1'-0" into concrete closure (Typ). O7 Bonds of reinforcing matching the inside and outside face reinforcing shall be placed in the gaps of the top and bottom slobs. A bond matching the outside face reinforcing of the wall shall be placed in the gaps of the walls (placed in the outside face only). The bands shall be tack welded to the exposed reinforcing at each point of contact. ® For vehicle safety, the following requirements must be met: For structures without bridge rail, curbs shall project no more than 3" above finished grade. For structures with bridge rail, curbs shall be flush with finished grade. Curb heights shall be reduced, if necessary, to meet the above requirements. No changes will be mode I quantities and no additional compensation will be allowed for this work. 0 Cement Stabilized BockfiII between boxes is considered part of the Box Culvert for poyment. CO All curb concrete and reinforcing is considered port of the Box Culvert for payment. 1t Any additional concrete and reinforcing required for the closures spoil be considered as subsidiary to the Concrete Box Culvert. 12 1'-0" typical. 2'-O" when RAC standard is referred to elsewhere in the plans. 13 For multiple unit placement with overlay, with 1 to 2 course surface treatment, or with the top slab as the final riding surface, provide walI closure as shown in DETAIL "A". 14 This dimension may be increased with approval of the Engineer to allow the precast boxes to be tunneled or jacked in accordance with Item 476, "Jacking,'Boring, or Tunneling Pipe or Box". . No payment will be made for any additional material in the gap between adjacent boxes. GENERAL'- NOTES: Designed according to current AASHTO Standard and Interim Specifications. All closure concrete shall be Class "C" with o minimum compressive strength of 3600 psi and shall be placed according to the Item, "Concrete Structures". Any additional concrete required for the closures shall be considered as subsidiary to the Concrete Box Culvert. Refer to the Single Box Culverts Precast standard for details not shown. The bottom edge of the top slob closure shall be chamfered 3 inches at the entrance. HS20 LOADING Texas Department of Transportotlon Air Br10ge Dlvlslon BOX CULVERTS PRECAST MISCELLANEOUS DETAILS SCP-MD FILE: SC�578, dgn wu GAF � CK: (h(W � Dw: 8WH/TXDOT � CKs GAF ©TXOOT MOy 20�5 ( DISTRICT I FEDERAL A[0 PflOJECT SHEET REVISIONS 08-07: Bors H size, i COUNTY (CONTROLI SECT .108 IHIGHNAY 0 C L 840 3 Da w COO— do omo 0+° OLOC W &c4- t— 0 L ohm m`mSg +0>6 AXCV "" 8 ma LC+mt oavTTL vc^LL°o a '0o O CCC 0oS- pOL4C- +CCC}Igo O itlm40 W]sW "OO mzo `C <iX--] O I a) 3" R (Typ) Limit of Payment (Typ) Max Length = 30'-10" minus % Panel Length (Typ) (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two Post Min each side) 1'-0" 6" 5'-0" Usual & Max iO" Post Spa (Typ) -1_ (Typ) End of rL Post 6 I- — Splice Joint O7 6" armp 2 TYP _ i TA i (:D O i t /� B I" —cL Post 6 ro f, II 3 1 I ' I 1 ' 1 1 S i dews I k Top of Curb -- v " ( Top of ramp/ sidewalk 1 -------------- --- __ _� r' Sidewalk See "Typical Post Base Plate Detail"- - - J TY A ELEVATION TY B Anchor Bolts (Shop Splices and Splice Joints only shown on one Type for clarity) (TYP)11 _ Limit of Payment (Typ) Max Length = 30'-10'.' minus %" Panel Length (Typ) _ (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two Post Mtn each side) 1'-0" 6" 5'-0" Usual & Max 1 10" End of O Post Spa (Typ) - . Post�6 ---(Typ) C Splice Joi tO7 UP (Typ) ramp - P ickets(8� C 2 Typ I i � p n I 6" 1' -ON L-Y-t r--- I— I G" I11 Typ I 5 I I/� Typ rL Post 6 I O �- Q--�' End. of Miter ramp Joints C I -- 5 _ - %=-i- I �+ 1 �T- ' ' I �`/ I 1 NTYp Typ 60• 0.� I ` ` rn \ a I , �. OL -T �- ----- ,-------_ t� -' -- _--��—Ao Miter I_ - _ I I Joints Sidewalk - _ -h-- _ _ I See "Typical Post �' I ------- -__ ----_-_--_ _ Base Plate Detail Top of ramp/ _ - -- sidewalk - - - _ _ _ _ _ J TY C ELEVATION TY D Anchor Bolts Sidewalk 11 (Shop Splices and Splice Joints only shown on one Type for clarity) (Typ) Parallel to ground. One shop splice per panel is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove. Grind smooth. Shop splice is permitted with minimum 85 percent Penetration. The weld may be square groove or single vee groove. Grind smooth. See Ramp Details located elsewhere in plans for ramp slope and dimensions. Maximum ramp slope will not exceed 8"3 percent. Level landing required for each 3011 rise if grade exceeds 5 percent. 0 1" Dia Extra Heavy Pipe (1.315" O.D., 0.179" wall thickness). Parallel to ramp/sidewalk. Provide holes as needed In 1" Dia pipe for galvanizing drainage and venting. © 2 %z" Dia Standard Pipe (2.875" O.D.0.203" wall " thickness). Plumb all posts. See ,Post Mount Detail " for crimping and trimming post to fit DTa of top rail. Provide holes as needed in post for galvanizing drainage and venting. See "Handrail Fabrication Details" for Splice Joints. © rt 5/" D i a Round Bar Eq Spa at 4 %2 " Max. P I umb aiI pickets. When needed for accessibility (grade > 5 percent) or as needed for pedestrian safety. t0 Not to be used on bridges. it See "General Notes" for anchor bolt information. RECOMMENDED USAGE 9Oio Dropoff Height/ Recommended Rail Options Condition <30" TY A, TY B, TY C, or TY D dropoff dropoff, TY E or TY F or along Bike Path M I M rt Handrail M I _� a Top of Curb Top of I 1 ramp/ 6--- - V D• sidewalk D D See "Section at Rail Post Foundations"-J` SECTION A -A ($hawing Handrail Ty A) SECTION B-B (Showing Handrail Ty B) rL Handrail i Picket© in Post (�.. - o N p M N Top of V)) x M ide swalk - 1 See "Section at Rail Post Foundations ;SECTION C-C (Showing Handrail Ty C) SECTION D-D (Showing Handrail Ty D) j�' Texas Department of Transportotlon Qeslyn Dlvialdn (Roodwayl PEDESTRIAN HANDRAIL DETAILS PRD-06 SHEET i OF 3 FILET prd06, dgn DN. JMH I as TxDOT-I Du JTR I Cx. TXDOT ©TxDOT Dember 2006 DISTRICT FEDERAL AID PROJECT SHEET REVISIONS COUNTY ICONTROLI SECT JOB INIGH«AY W U +m o L8+°IL 10 c°o` vL m WGL C & Q) p77 W C: W QL+- +- o«co = IL F0 F L p L a$o0 V ToOL W n 0 mVOt+W - nnnnnn OF CO =`+•r vc=Ow L O]CD L occ OCO LF 432b OLWW 'o10 U ~•aO O In +oc a a° � Limit of Payment (Typ) AP yMax Length 30'-10" minus % K Panel Length (Typ) Y (If Splice Joint is used, requires two Post Min each side) (If Splice Joint is used, requires two Post Min each side) 6" 5'-0" Usual & Max 10" End of O1 Q1 Post Spa (Typ)Post —.J(Typ) Splice Joint 07 6„ 1•_0" - r CL 6 p ets 8 2 Typ I �- Oj Typ �'A I - � � " �/� Typ I 5 I r'A TYP �_ram - P ck'rL Post End of� rampMiter - — -,Joints5 1/�1JJ Typ 600 Ann Typ, I = I i �_ a M I, I i I "' a _ I I i I I 0. Miter � I I � I I �, Joints Sidewalk See "Typical Post E Base Plate Detail" (-------_____ _-- - U Top of ramp/ -------__ I sidewalk - - - - _ _ _ J TY E ELEVATION F TY F Anchor Bolts Sidewalk (Typ) Anchor! (Shop Splices and Splice Joints only shown on one Type for clarity) Limit of Payment .(Typ) T _, Max Panel Length = 31'-0 �/4" minus �/8" _ Max Panel Length = 31'-0 1/4" minus �" (If Splice Joint is used, requires two Wall Mounts Min each side) (If Splice Joint is used, requires two Wall Mounts Min each side) 6"_ 5'-0" Usual & Max 10" 6" 2 /� 1'IO" Wall Mount Spa (Typ) _ Wall Mounts (TYP)I f.-- Wall Mounts �" 0 End of i I "— Splice Joint t) ramp H Typ I I 1'-0„ 2 y�„ �" Handrail( I ( i End of O I O i I ramp ' I See "View I -I" for Handrail Termination Sidewalk 0 M Parallel to ground. a � One shop splice per panel is permitted with minimum c 85 percent penetration. The weld may be square groove or single vee groove, Grind smooth. M a Shop splice is permitted with minimum 85 percent N m Q o penetration. The weld may be square groove or w r M m single vee groove. Grind smooth. ` N ) See Ramp Details located elsewhere in plans for ramp oQ o r slope and dimensions. Maximum ramp slope will not W r M mN exceed 8.3 percent. Level landing required for each 30" rise if grade exceeds 5 percent. 0 Na IQ 1" Dia Extra Heavy Pipe (1.315" O.D., 0.179" wall TDIMADthickness). Parallel to ramp/sidewalk. Provide holes M I=nO1" N as needed In 1" D i a i for N m ` venting. P galvanizing drainage and Mm , I See "Typioal Wall .. Mount Details". 11 Top of ramp/ sidewalk I Sidewalk TY W ELEVATION © 2 �/2" Dia Standard Pipe (2.875" O.D., 0.203" wall thickness). Plumb all posts. See "Post Mount Detail" for crimping and trtmTtinq post to fit Dia of top rail. Provide holes as needed in post for galvanizing drainage and venting. 0 See "Handrail Fabrication Details" for Splice Joints. © CL % " Dia Round Bar Eq Spa at 4 %2" Max. Plumb alI pickets, 11 See "General Notes" for anchor bolt information. 5 Ann (' Handra) 15 U) - Gl- G I /�_ o.� o .� - ' "� See "Post p %I Mount DetaIIS " v nnniz Picket® C = v In a ( o uT ' _ ~ G In x I M _ fV Post( O W - M Top of a ramp/ a sidewalk In I e_ e' e ' e - `" ' >.; •�D See "Section D.: >.: at Rail Post - Foundations"J SECTION E—E SECTION F—F (Showing Handrail Ty E) (Showing Handrail Ty F) Post 6 0 Post LJ - Pedestrian Side - �J 'A Typ r--Miter Joints -- TYP 600 SECTION G—G 60" TYP (Showing Handrail Termination) See "Handrail Fabrication Details" for Handrail End Caps. 6" 12 �/4 " I, jI 4 1 �D �I G •i Dl' \I Conc Wall 3" R 3 (Typ> -Handrai l VIEW I —I (Showing Handroii Termination) See "Typioal Wall Mount Details"� V rt Handra i I O5 D D,' D Top of ramp/ sidewalk SECTION H-H (Showing Handrail Ty W) �" Texas Deportment of Transportation Uaslgn ONlalon (Roadway). PEDESTRIAN HANDRAIL DETAILS PRD-06 SHEET 2 OF 3 FILES "06. dgn Dm JMH I au Tx00T I Dn JTR I cK: TXDOT © TxDOT Decenber 2006 DIST"ICT� FEDERAL AID PROJECT SHEET REVISIONS COUNTY ICONTROLI SECT JOB HIGHWAY U og+� c°o`EE L�C6 m pm+°vL- 018C C o�� x0°CL ip*Opu LFL°' ago O T�� mam Eo++ P � 4°- O = ro++ v c = LLm° O Y D L vogc ,0 O L 1°- ��g� O LqW �mo�� UFL-- .O 0Lp VI t�L o a°moo x a W� J = ,� m N m w � �� L(m(t of Payment (Typ) _ _ ` _ Max Length = 30'-10" minus �/e" �, _ Panel length (Typ> _ I N 5 _ __ _ - - _ - --- Handrail 5 �----� `c--�. 1'-0" 6"_ (If Splice -Joint is used re wires two Post Min each side) " (If Splice Joint is used, requires two Post MTn each side) � I - -/1 � � ' 1 n � — __ _ _ 0 Usual & Max � �V_ ----- "'u, r q �- _ _1C End of � � Post Spa (Typ> I � Post ©---'(TyP) � Splice Joint Q7 6" i'-0" _ 11 ,�( � � � ` - ' `See "Post O -, ramp -- Pickets 8 ^- �2)---► TYP ' , p I �`C ' I 0. � � , j O O _ I Mount Details' J � 1 5 � m o 0 �/� �`-------_l , G �/, TYP � I � i/, TYP �—C[. Post 60—� --End of � � � � Picket[�8 O � c Miter I�� I I � - �- - - -%1- _ _ __ _ � 1 � , F ranP zo � � O ,n x° `n Joints � I � � I rn .. -- Post [� ��--_--��— I �;I i �i / �� -------�__ � i ( � a J �TOp of O Oa \ Tn ' ; . � i==--_'i — i ramp/ a -�—' ' � � s i dewa I k O N o , „ � r- I I _ \_ '� �If ll TYP M —5 0---- N_ n 1 Typ - I , , j � , —�,�,r � — ° ( I , . �,I � > • ' > See "Sect t on n � n c �� ,_ .- -. I �I , ( -r=': ' ;,I ------ oo "' _� � at Rai I Post 60• -I- -•._.__..-._ _. -.=-J.._, � , �`...' . _ � � � I � � �I Foundations"-�' �_,- -- - �- --____ __- + 1. � � _____ �_�- �� '� � �� Miter SECTION E E SECTION F F I - - _ _ _ _ _ - -- _ ��:: I Joints (Showing Handrail Ty E) (Showing Handrail Ty F) Sidewalk --------- ----__ -� � -- ___ _ _ _ � I '� � ,� � - _ - _ i_ _ � Handrail 5 See "Typical Post �� , I - - - - - _ _ _ _ _ _ _ _ _ _ _ _ Post 6 Post Base Plate Detail" -' V' - _ _ _ _ _ � _ _ . U Top of ramp/ - - - - - - - - - _ _ - � - - SO--�' -- Pedestrian Stde -� '..-� sidewalk - _ - _ F - -' J Sidewalk TYP � TYP TY E ELEVATION TY F (Typ) iiBoits /, �� --Miter Joints-,` /, (Shop Splices and Splice Joints only shown on one Type for clarity) TY% ��TYP 60• SECTION G-G so• _ _ Limit of Payment .(Typ) _ � ... _ (Showing Handrail Termination) Max Pane I Length 31 ' -0 �/� " minus �/8 " (If Splice Joint is used, requires two Wall Mounts Min each side) 6"� 5'-0" Usual & Max � - _ Wall Mount Spa (Typ) �, Wali Mounts Oj i O rn�P f `J -' �`��,�,. J\TYP _ � f�/' "� Handraii� , , _ G " ----� - � ---___- See "View I -I" O . i+� for Handrail Termination Sidewalk U 0 M 0 Parallel to ground. 0 One shop splice per panel is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove. Grind smooth. Shop splice is permitted with minimum 85 percent penetration. The weld may be square groove or single vee groove. Grind smooth. See Ramp Details located elsewhere in plans for ramp slope and dimensions. Maximum ramp slope will not exceed 8.3 percent. Level landing required for each 30" rise if grade exceeds 5 percent. 1" Dia Extra Heavy Pipe (1.315" O.D., 0.179" wall thickness). Parallel to ramp/sidewalk. Provide holes as needed in 1" Dia pipe for galvanizing drainage and venting. Max Panel Length � 31'-0 �/�" minus 3/e" (If Splice Joint is used, requires two Wall Mounts Min each side) 10" 6,� (Typ)I � rt Wall Mounts '�- � Splice Joint O7 � I � 1�-0° 2 �/�" iEnd of O i� ram � , �, � I I , I `� ' ( I� See "TYPical Wall " `'-' Mount Details". Top of ramp/ sidewalk TY W ELEVATION Sidewal_ k © 2 �/Z" Dia Standard Ptpe (2.875" O.D., 0.203" wall thickness). Plumb all posts. See "Post Mount Detail" for crimping and trimming post to fit Dia. of top rail. Provide holes as needed in post for galvanising drainage and venting: See "Handrail Fabrication Details" for Splice Joihts. © � 5/e " D i a Round Bar Eq Spa at 4 %Z " Max. P I umb all pickets. 11 See "General Notes" for anchor bolt information. See "Handrail Fabrication Details" for Handrail End Caps. , 6" �2 �/� " , 1' , See "Typioal Wall Mount Details"� rt Handrail 5O '� ' . „T � . ,' O • • � ems- Conc •' Woii o p I •[ M �� D Conc Wall.. 3" R •', ' 3 (Typ) L ryp Til � " Handra T I O D • , o ` Top of ramp/ sidewalk VIEW I -I SECTION H-H (Showing Handrail Term(natiorU (Showing Handrail Ty W) �' Texas taeepartmeni` of TronsportotJon Dbslgn D/vlelon (Roadway!_ PEDESTRIAN HANDRAIL DETAILS PRD-06 SHEET 2 OF 3 vuE� prd06. dgn � w+� JAIH � Ou TxDOT � o", JTR � c". ixDOT © TxDOT Decenber 2000 DISTRICT � fEOERAI AID PROJECT f SHEET REVISIONS ' fj COUNTY �CONTROLI SECT I.IOB IHICH"AY �� +o 0 8g}� c� o± v moot m ao++- ogeoc w �c+ +- ocv-a W ��L O*qP LFpp-CLR �F�V v>,°� E�� o�v°-m o �O TL ++ �c_� O.Y C L +�'g°c W�-at q OLw �� O LtlaD �0�� +5� o a° � o x a J W 1" Dia Extra Heavy Pipe Sleeve Member - (1.315" O.D., 0.179" � „ wall thickness) /z Dia Standard Pipe (0.840" O.D., � End Cap PL 0.109" wall (ASTM-A36). thickness) ` See "View I -I" /J „I..� ----� ______- - � - G i EL �/e'� Dia Orain Hole in bottom. 4" 4" _ —_-- �_ ��" _i Splice --1" DTa Extra Heavy Pipe (1.315" 0.0., 0.179" wall thickness) I _-r{'--�------ _-) �r- �/�" Dia Pin. Drive fit pin Tn predriiled hole in Q. Splice --I bottom of Sleeve Member. �� ------------------ Continuous \I 1„ M° �11\I o0 -� � /\• � � i � � _ i � _ - _ � Ramp N o _ _- o 0 Romp Post at point of tangent � � _ _ _ _ _ _ _ am i l - ' �i - `. � Landing � m � - - - - - T � 10" R Romp � � Post Spa Romp I no;n Romp �I Landing (TYP> � 5'-0" Max �,k— ' -, (Typ) , - . AT TYPE W HANDRAIL END CAPS AT SPLICE JOINTS rL Epoxy Anchor Bolts (5" Embedment) t1 = HANDRAIL FABRICATION DETAILS a it � q �2" Pedestrian Stde • + �. - Bo I t 11 3 %z " 3 %z "_ � o c Post 2 i/� �� 2 1/� " III------iii--- - rL Handra i t i" D i a m o I_ _ Embedment) I Extra Heavy. Pipe + ' (1.3t5" O.D., 0.179" iv � m/s Dia. I 1° Hex Nut IASTM-A563) � wall thickness) Bolt Holes and � �/e x 1 %z" Bar (Typ) ' (ASTM-A36) is T ( ( rt Epoxy Anchor Washer �- Bolts (TYP>11 ( —-------- � _ �� c - � - — - r � -ASTM �A36) Bar J—lINIIINNIFi I I- �/� TYP �' (Typ) \ 6 i � _ _ I _ _ _ _ _ _ _ � \ � tL�N � -- — � � �/� TYP —� I � t-'� ,`'�� x 1 %z° Bar a � � !� 1 " R (ASTM-A36) (ASTM-A36) �/e Base PL 3/e x 1 �/z" Bar a � (ASTM-A36) (ASTM-A36) � /8 x t /2" Bar i �z"� _ (i %z"- .. 1 �/z° � I 1 %z" Bolt (ASTM-A36) 1 'Projectioh (Typ) SECTION J—J SECTION. AT (Anchor Bolts not shown for clarity) WALL MOUNT TYPICAL WALL MOUNT DETAILS 1" Dia Extra Heavy Pipe (1.315" O.D., 0.179" wall thickness). Parallel to ramp/sidewalk. Provide holes as needed in 1" Dia pipe for galvanizing drainage and venting. © 2 %2" Dia Standard Pipe (2.875" O.D., 0.203" wall thickness). Pitxnb ail posts. See "Post Mount Detail" for crimping and trimming post to fit Dia of top rail. Provide holes as needed in post for galvanizing drainage and venting. 11 See "General Notes" for anchor bolt information. Bors S(#3) spaced at 12" Max (Spaced 3" from outside edge of overall length of Ramp/Sidewalk>. =1 , , 6 , , i, Post Soaoinq 5'-0" Max__I _Post Spacing 5'-0" Max RAMP INTERSECTION MULTI —LEVEL RAMP SINGLE —LEVEL RAMP PLAN SHOWING RAIL AT RAMP CONDITIONS -i -a Top of Curb � � a -- Top of ( it v ramp/ ' ( +. sidewalk —� ( o c Post © m ° --Existing ' + ramp/ � � N aoi sidewalk reinforcing � � a t0 C i � m � � .- .-1 L � "- .- >° io 2" Bars S(#3>1 Bars D(#4)1 12" 12" WITHOUT CURB WITH CURB SECTION AT RAIL POST FOUNDATIONS I i a U T e f.- �" v Q 5/s" Dia Hex Head � �+ Anchor Boit (ASTM-A307) or Threaded Rod iv t--I (ASTM-A36) with one Hardened Steel Washer � placed under Hex Nut. One additional Hex Nut � � - wili be furnished for - - � � each Threaded Rod. II� weld i m 87n �'t- W � F I ush or % " Ma). CAST -IN -PLACE " 5 ANCHOR BOLT OPTIONS Provide 1 %z" end cover to Bars D(#4) from outside edge of overall length of Ramp/Sidewalk. +� (Used for Post Base Plate only) 8" 4 " __ (Typ) I �' � m .` 0 BARS S (#3) 7 �z „ 3 ��"3 ��"� -I- -) _ 1 i/+ „ T , I - (Typ) � " � ^'t- � � (�- (ASTM-A36> - � ------ i-Post© M � — _ — _ � �I �s Dia � rIi / Bolt Holes °/s D i a Ma� Drain Hole Tvo TYPICAL POST BASE PLATE DETAIL • +' -_ - - - / � / �`` Bend a _ "� -�' -t - 2 m �� 2 %z" Dia � Extra Heavy Line — l Pipe (2.875" 0.0., 0.203" wall thickness) — - -i ® i — - and � 3/ex 1 %z" Bar I I (ASTM-A36). � I I I I ,/, TYP I - — I I I Post -- Pedestrian Side Handrail 5O ��TYP � -- - I �1„ R �� 3/s x 1 %z" Bar �.J. a � „ (ASTM-A36) /s x 1 /p Bar (ASTM-A36) SECTION K—K ELEVATION POST MOUNT DETAILS GENERAL NOTES: Designed according to ADAAG, Texas Accessibility Standards, Uniform Building Code, and AASHTO LRFD Specifications. Handrail anchorage details shown on this standard may require modtficotton for select structure types. See appropriate details elsewhere in plans for these modifications. Pipe will conform to ASTM-A53 Grade B, A500 Grade B or A501. Steel plates and steel bars will conform to ASTM-A36. Galvanize all steel components except reinforcing steel unless noted otherwise. Concrete for foundations will be in accordance with Item 531 "Sidewalks". All reinforcing steel must be Grade 60. Bar lops, where required, will be as follows: Uncoated - #q 1'-5" Epoxy coated - #q 2'-1" When the plans. require painted steel, follow the requirements for painting galvahTzed steel in Item 446, "Cleaning and Pointing Steel". Sleeve Members will receive galvanization and only get field painted after installation unless directed otherwise by Engineer.) Epoxy Anchor bolts for wall mount and post base plate will be 5/s" Dia ASTM A36 threaded rods with one hex nut and one hardened steel washer at each bolt.- 5/e" Dia threaded rod embedment depth for wall mounts is 3 %z" and embedment depth for post base plate is 5". Embed threaded rods into concrete with a Type III (Gloss C> epoxy meetthq the requirements of DMS-6100, "Epoxies and Adhesives". Mix and dispense adhesive with the manufacturer's static mixing nozzle/dual cartridge system. Core drill holes (percussion drilling not permitted). At the contractor's option the post base plate anchor bolts may be cast with the Ramp/Sidewalk (See Cast -in -Place Anchor Bolt Options). ,Optional cast -in -place anchor bolts will be 5/B" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer at each bolt. Embedment depth of cast -in -place bolt will be B" for post base plate. Handrails and any wall or other surface adjacent to them will be free of any sharp or abrasive elements. Submit 'shop drawings to the Engineer unless otherwise noted. For curved handrail appiicotions, fabricate the handrail to the curve if radius is less than 600 ft. Shop drawings are required when tali is fabricated to the curve. For all'handratis, erection drawings will be submitted to the Engineer for approval to ensure proper installation. Drawings will show.. handrail mount locations with bolts setting, spacing, ramp slope, and/or splice Jofnt locations, and handrail lengths with identification showing where each handrail goes on the layout. Payment, for concrete sidewdiks or curb ramps will be paid for in accordance with Item 531 "Sidewalks". Payment for all items shown is to be included in unit price bid in accordance with Item 450 "Railing" of the type specified. Ail exposed edges will_ be rounded or chamfered to approximately %s" by Orindinq. �' Texas Deportment of Transporfotlon Omslgn DNlslan (Roadwiryl PEDESTRIAN HANDRAIL DETAILS PRD-06 SHEET 3 OF 3. FnE. pr'd06.Ogn oH. JAM � au TxDOT � Gu JTR � au TxDOT © TxDOT Decenber 2006 � msrnlcr� FEGEAAL A70 PROJECT � sxEET eEV [SIGHS ' CWHTY IGONTROL�SECT�JOB iHIGHIfAY I a SECTION BILLS OF REINFORCING STEEL (For Box Length = 40 feet) QUANTITIES in DIMENSIONS Bars F x Bars H foot of Curb Total LL Bars B 5 Bars C & D Bors E Bors F1-tt4 2` q Bars M�tt4 Bars Y & Z�tt4 C Bars Per w at 1'-6" Max of 1'-6" Max at 8" Mox K I Barrel m a ar I Bar C ( Bar D S H T U No. Len th Wt No. N° N a Bar Y Bar Bar Z Bar Z = = Conc o^ Z I I (� I g I ( I a I V ( No. a Length Wt No. Spa Length Wt No. Length Wt No. Length Wt No. Y Length °' No. ° Re i of c } c a Conc Re i of Length Wt ( Length Wt I N I N I I I I I I g I I I I Lengthl Wt Length Wt ai a (CY) (Lb) t (CY) (Lb) 3 3 I# - , I 1 ( , I 1,912156 5'- 0"l1871 614'- Bell 190111'- 2"li 455121'- 6"1 571 46113111.3981 362.11 1a611881 57.51149672 21 10'-0"1 5 -0"1 8 7"11621 616 121 6 1 5,23111941#415 (13 - 4 1,728110'- 1" 1 307 1621#6 6"111'- 0'1 2,677 301 8"139'-9"1 7971 72139'-9"1 31 10'-0"1 5•-0"I 8"1 7"1162I 6I6"'32'- 1"' 7,8071194Itt415"'13'- 4"1728110 1 1,30711621#616 121'- 7 15,252)451 8 139 _9 11,1951103139 _9 12,735)561 5'- 0"1187112214'- 8"I 380111'- 2"1 910132'- 1"1 861 661187 12. 029i 537.51 2.412731 83.6121,774 41 10'-0") 5'-0"I 8"1 7" 1621#6 6" 42'- 8" 10,3821194 #4 5" 13'- 414119 72811Of- 1"11,30711621#616"1321. 2"1 798271601 8 1 399l 1,5931134139 9 13,5581561 5 - 0 1187118314 - 8 1 5701 Wow 2 11,365142'- 8"11141 88125012.6591 712.91 3. 213641109. 6128, 881 51 10'-0"1 5'-0"1 8"1 7"11621#616"153'- 3"112995711941 11 1421110131213.2901- 888.41 4.014541135.6135,988 6 1 10' -0'; I 5' -0") 8"1 7' 1 1621 616" 166' - 5" 116, 161 194 #4 5" 1 13' - 4" 1 1, 728 110' - 1 "1 1, 30711621 #61 6"1 53" - 4" 1 12, 9771 901 8" 139' -9"I 2,, 3901 1961 39' -9�� 1 5' 381 156 1 5 - 0 1 18713051 4 - Bill l 951 1 1 1 - 2 1 1, 275165t - 7" 531 I, 31 l0 -0 16 -0,l 8111 71111621 #616,121 - 6 1 5,23111941#415,114'- 4',11,8571101. 1"11,30711621#616"111'- 0"1 2,6771301 8"139'-9"1 r7971 78)39'-9"12,-0071156( 6'- 0"1224(361I4'- 8"1 190113'- 2"12,537121'- 6.�11571146113111.4631 6113111.92111,372.51 4.711881161.5143,724 - „ 11 I, 1 I 461 131 1 1 . 4631 372. 3I 1. 61 1 881 60. 11159 079 lt I 1 i 1 I ( - - „ 3801130- 2"11,0731321. 11 861 66118712.1151 551.11 2.412731 87.0122,315 0,_0„1 6 0 1 8 1Vol 1621 616 13211 1 7,80711941tt415 114 - 4 (1,857I10 - 1 11,30711621�616 132•- Vol 7,8271601 8 139'_9'I 1,5931144139,-9"�3,8241561 6•- 0"1224 224118314,- Bell 7 •_ " 1 I 1- 1 5 0113 - 2 1.1,610142 8 11141 88125012.7671 729.91 3.213641113.9129,558 51 100,-00„1 61-0111 8,.oil 7t116213r616„No. 153 - 3'112,95711941#415„114 - 4 IIt8571101- 1"11:30711621#616"142'- 9"110,4021751 8"139'-9"I 1,9911177I39f-9"I4iI7OOI56I 61- 0'12241244140- 8"I 7611131- 2"12,146 53'- 3"1142 110 312 3 4 0 I I I_ 1 2 I 908. 61 4. 01 4541140. 8136, 799 2 1 1 0' -0" ( 7' -0"1 # #q , - 9511 1 3' - 2"1 2,6831651 - 7'' 1 1751 130136914.0721 1 , 103. 2l 4. 71 5441167. 61449 670 6 10'-0„1 6'-O"1 8"I 7"11621#616„1216 - 6 115,23111941#415„115'- 4"11;987110'- 1"11,30711621#616"I11'- 0"112,6771301 8'139 9"1 2.79771278139'-9 12,07161561 7 - 0 (262136114,- Bell 190 1 `- " 1 11 -5,25214511 I 1 5 2 I 618I21 6 1 571 46113111.5281 378.51 1a611881 62.7115,328 m 4 1 1 0' -0" 1 7' -0"� B"� 7"� 1621 #6l 6" 142' - 8" 110, 3821 1941 #41 5" 1 15' - 4 1 1 , 987 10 - 1 111 1 , 307 1162 1 #61 6"1 3p, - 2111 8" 139' 391 =9"1 1 , 1951 1 1 1 1 39 -9 1 2, 9471 56 1 7' - 0"1 26211 221 4' - 8"1 3801 15' - 2"1. 1 , 2361320 - 1 " 1 861 666118712. 2021 559.31 2. 412731 90. 5122, 646 5701150- 2"1,1,854142'- 8"11141 88125012.8761 740.21 3.213641118.2129,970 o > m 61 10'-0") 7'-0"1 Bill 6"1531 3 112,957It941#415"115 - 4 11,987110 - 1 11,30711621#616"142'- 9"110,4021751 8"�39'-9"I 1,9911177139 9"14,7001561 7'- 0"1262124414 Bill, 7611151- 2"12,472153'- 3"11421110 312 3.549 921.0 4 4 I 1 I_ 5 I1 6, 1 61 1 1941 4' ' - 11 I - 11 „ 01 5411 46. 0137, 293 L y+ w 2 1 10' -o" I 8' -o"� 8" 1 7"1 1621 tt616" 1 21 ' - 6" 1 5, 231 1 1941 tt4 5" 1 16' - 4" 2, 987 10' - 1 " 1 , 30711621 tt61 6"I 1 1 ' - O' 112, 6771 301 8 139 -9 "1 2r 79012101 39' -9" 1 5, 5761 56 1 7' = 0"1 26213051 4' _ 8"I 951 1 15 - 21 3, 090165' - 7" 1 1751 1301369149 2231 1, 1 17. 51 4: 71 5441173. 6145, 245 Colo L. - 3 1 10 _0 1 8' _0") Bell T' 1 1621 #616 1 32 - 1 1 7, 8071 1941 #41 5" 1 16' - 4" 12, 1 1 7 110' - 1 "1 1 , 307 11621 1 I ( I 841 39 9 1 2, 2301 56 1 8 0 1 2991 61) 4 8 1 1901 17 2 1 700121 - 6 1 571 461 131 1 1. 5931 388. 71 1. 611881 65. 31 157 736 cro 3 c 8 4 1 10 0" 1 8 0"1 Bill 7 1 1 621 #616 1 42 8 110, 3821 1941 #41 5 1 1 6 - 4 (2, 1 1 7 110' - 1 " 1 1 , 307 11621 #61 6"I 32' - 2" I 7, 8271 601 8" 1451 Bit 139' -9 ell 1 r 5931 1 1 91 39 -9 13, 1601 56 1 Be = 0" 129911221 4' _ S"I 3801 1 7 - 2 1 113991 32' - 1"1 861 661 1 8712. 2881 572. 91 2. Al 2731 93. 9123, 189 d 0) 0 L 1 1 1 1 2, 1 1 7 I10' - 1" 11, 3071162 ( I I, 1 541 39 9 149 089156 I S 0 1 29911831 4 8 1 5701 1 7 2 1 2, 0991 42 - 8 11 141 88125012. 9841 757. 1 1 3. 21 3641122. 6130, 647 10�c o w #61 Bell 42' - 9" 1 10, 4021 751 8" 139' -9"i 1 , 99111891390 -9" 15, 01 9156 18' - 0"129912441 4' - 8" 1 7611 1 7' - 2"1 217981 53' - 3" 1142I 1 10131 213. 679.1 941. 31 4. 01 45411 51 . 2138, 105 —n a 6I 10'-0ell 8'-0"1 Bell 7"i1621#616"166'- 5��116,16111941#415��116 - 4 l ala,o L 5 10 -0 8'-0"I B"1 7"11621#616" 53'- 3"112,957 194 tt415"I16'- 4"1 ON L 2,117110'- 1"11,307116214616"153•- 4"112,9771901 8"139'-9"1 2,3901224139'-9"15,9481561 81- 0"1299130514'- 8"1 951117'- 2"13,498165'- 7"11751130136914.37411,141.2I 4.715441179.71469192 w >, :1 31 10'-0"1 9'-0"I 8"� 7"�1621#61621 �6'�32'- 6"� 7,80711941tt415"117'- 4"12�246110'- 1„11,30711621#616;;111 - 0 1' 2,677I30) 8"139 -9 I 7971 90139'-9"12,3901561 9'- 0"13371 6114'- 8"I 1901190- 2"I' 7811211- Bell 571 46113111.6571 398.91 1.611881 67.9116,144 1 I ( , 3071162I 61 6 (21 7 1 5, 2521 451 8 139 9 1 1 , 1951 1271 39 -9 13, 372156 1 9• - 0" 1 33711221 4' - 8" 1 3801 19' - 2"I 1, 562132' - 1 " ( 861 661 18712. 374 I 586: 5) 2. 4I 2731 97. 4 123, 731 °x o o CO 41 10'-0"1 9'-0"1 Bell 7"I1621#616"142'- 8"I10,38211941tt415"117'- 4"12,246110'- 1"11,30711621#616"132'- 2"1 7,827I601 S"139'-9"1 1,5931164139'-9")4,3551561 9•- 0"13371183141- 8"l 570119'- 2"1'2,343142'- 8"11141 88125013.0921 774.0I 3.213641126.9131,324 m if 0 d 61 10'-0"► 9'-0"1 Bell 7"11621#616" 66'- 5" 16 16111621#516"117'- 4" " „ c 51 1 1 r 11941#415"117'- 4„12,929110'- 6„�1,7074I1621#616 153 - 411112�97071901 8 139 -91'1 1,991I20T139 -9 15,337156I 9 0133712441 4'- Bell 761119'- 2"I3,T24153'- 3"I142I1101312I3.809I 961.61 4.014541156.4138,916 •-o a 2 1 10' -0' 110' -0"1 S"1 7"11621 #616" 121 ' - 6" 1 5, 231 1 _ - 1751 1301369) 4. 5261 1 , 193. 61 4. 71 5441185. 7148, 288 10'-O" 9'-0"1 Bell 7" 1621#616"153•- 3"112,957 „ 3201561 >.�x co 3 1 1 0' -0" l 10• -0"1 8"1 7"1 1621 #616" 1 32' - 1 " 1 7, 8071 1621 #51 6" 1 1 8' - 4" 1 3� 098 110' - 6„ I 1 , 774 11621 #61 Bell 1 1 I - Doll 2,6771301 8" 139' =9 12� 79701 2901 39 9 1 2, 3901 56 1 9' 0 1 33713051 4 - Bill 951 1 1 9 2 1 3' 862I 21 6 1 571 461 1 31 1 1 . 7221 434. 8I 1 . 611881 70. 51171 581 I I1,77411621#616"I21 7 1 5,2521451 8139 -91 1,1951127139 -9 13.372156110 - 0 13741122141- 8"1 380121'- 2"1,19725132'- 1") 861 66118712.4611 624.41 2.412731100.8125;250 21 2 I Dr- v L 4 11.0' -0".1. 10' -0"1 8"1 7"1 1621-#616" 1420 - Be' 1101 3821 1621 #51 6" 1181 - 4" 131 098 110' . 6"1 1 , 774 11621 u61 6" 132' - 2" 1 7, 827) 601 8111.3 '9 9 1 1 , 5931 1641 39' -9 1 4, 3551 56 110 0 1 374 11831 4 - 8 1 5701 21 - 2 1 2, 587142' - 8" 1 1 141 881 25013. 2001 81 4. OI 3. 21 36411 31. 2132W 924 alo o 61 10'-0"1 „ „ „ „ „1 C a„L+ 5 1 1 0' -0" 1 10' -0"I 8"1 7111.1621 #616" 1 53' - 3" 112, 9571 1621 #51 6" 1 1 8' - 41113, 098 110' - 6" 1 1 , 774 1162 1 #61 6"1 42' - 9" 10, 4021 751 8" 139' -9 "1 .1 , 99112011390 -9"1 5, 337156 110' - 0"1 374 12441 4' - Sell 7611 21 ' - 2"1 3, 4501 53' - 3" 1 1421 1 10131213. 9381 1, 003. 61 4. 01 4541161 . 5140,'598 > O L. 10'---0"I 8"I 7';1 1 621 tt61 6" 166' - 5" 116, 1b1 (1621 #51 6 118 4 13,098110 6 1 1 , 774 11621 #61 6 1 53 . 4 1 12, 9771 901 8" 139' -9"I 2, 3901 2381 39' -9" 16; 3201 56 I10' - 0"1 374 13051 4' - 8"1 9511 21 ' - 21 .413121 65' - 7" 1 1751 130136914. 6771 1, 208. 91 4. 71 5441191 . 81 489 901 CIEOw- CJI 4- 0 waTL .;Bar i•-o° 4Q 71--10't GENERAL NOTES: - + + Dimensions Designed according to current AASHTO Standard and Interim Specifications, L^^OacD L H =tin 02 Finished Grade I 9 6 Designed to the moximum fill height shown. P L _ c N c „X„ „Y, F x° (Roadway Slope) _ I All reinforcing steel shall be Grade 60, o c \:- � } z 3 ^� All concrete shall be Class INC" with these exceptions: use Class "S" for to 5'-0" 5' -Bell 2'- 3". - (1 v 3„ top slabs of culverts with overlay, with'1-to-2 course surface treatment, or w o m o W o o X UU he op lob as the finoI riding surface. wiCh s C oL TL"- 6 0" 6 Bell 2'- 3" K Tel` y ° - , o a s " " c ncrete shall have o minimum compressive strength of 3, 600 psiMccco 7 0"1 7 6"1 2'- 3" H = 1 3j" Class "S" concrete shod) have o minimum compressive strength of 4,000 psi. 4.0 7'-10" v The use of permanent :farms is not allowed. o L w w ( , 3" Chamfer J L + 8'-0" 8'-6" 2'- 3" - _ The bottom edge of the top slab shoII be chomfered 3" of the entrance. m °a c (See GENERAL Reinforcing bars shall be adjusted to provide a minimum of 1 i/4" clear cover. w w L 9' -0" 9' -6" 1 2' - 3" NOTES) t� I BARS C BARS D BARS- Z BARS Y BARS K - tt4 Construction y Q —� joints shown °t the flow line may be raised a maximum of 6" 411C�4)Z °'� l0'-0"110'-Bell 2'- 8" �� (Spa = 1'-0" Max) at the Contractor's option. If this option is used, Bars M may be cut off Length of Box .J''_'oo SECTION THRU CURB - g _ (Length = 4'-3") or raised, Bars C and D may be reversed, and Bars Y and Z may be reversed. in +OL See standard MC -MD for skewed ends, angle sections and lengthening details. 1'-0" I� o alx o Bars F2 Bor s F2 U S U (Top .& Boff) �j Bars C I III- Bars K - J _ Bars F2 Eq Spa (Typ) 1r, Permissible - - - - - - Qo" min to 5'-0" max. Estimated curb heights Const Jt Bars D ore shown elsewhere in the plans. For (TYP) FZ �E II Fz I Bors M truthonaturOs,wrefertto ECDnstand andordrbsFtooller .-1 ~ -—� Bors B— Bars H L -— r rt y (Top) 1 I structures with T6 bridge rail, refer to —� Bars Z T6-CM standard. For structures with bridge a B Bars E I' - roil, other than T6, refer to RAC standard. L �'T v F Fr F1 (Bottom) _ _ _ _ — _I _ _ 02 For vehicle safety, the following requirements ° must be met: T'` 6 B Bors F2 - For structures without bridge roil, curbs HS20 LOADING C 1 ' �M (Ty 1 \ ---Bars F shall project no more than 3" above finished z �, _ _ _ 2 _ grade. Texas Department of Tronsportotlon of _ (Typ) ` Bars Y - For structures with bridge roil, curbs sho I I , Bridge alvlsiort Q YP - 2„ F2 _ - be flush with finished grade. '''��fff Curb heights shall be reduced, if necessary, MULTIPLE 80X CULVERTS (Typ) ,1 - — — -I — — - — will et the be madeaiinvquanttitieseand noNaddlitional CAST _ I PI- P L A C E F2 n 1 _ 6" ges _� Bars F2 will E compensation will be allowed for this work. C J a n Do (Typ) I IFIF Q3 For curbs less than 1'-0" high, tilt bars K „ v F y �� Const Jt (Typ) ,� Bars B or reduce bar height as necessary to maintain 0 — 0 SPAN F2 B� F2 I (Bottom) cover. For curbs less than 3" high, burs K Q' TO 7' FILL I' •-~ ( V1 Bars M I may be omitted. ' � Bars C _, - _ 1'-0" typical. 2'-0" when RAC standard is �� _ 0 _ ��-i _ referred to elsewhere in the plans. J 1 Q Bar lengths over 60' include one bar 1 op as FILE, Incl07ste, dgn ON: GAF CK, LMW OWN BWH/T%DOT cW: GAF D E E Bars D Bars F2 I i Bars F1(Bottom) follows: I I I I BOTTOM SLAB TOP SLAB #4 . = 1' -9" #5 = 2' -2" & #6 = 2' -7" ©UGOT May 2005 DISTRICT FEDERAL AID PROJECT SHEET TYPICAL SECTION PART PLANS For Epoxy coated reinforcing, bar lops shall REVISIONS 1 be as fo I I ows: COUNTY ICONTROL SECT I Joe HIGHWAY #4 = 2'-7", #5 = 3'-3", & #6 = 3'-10" 1 I I I N c O 007 a+m +a+ PO L•EE— L C 6 NNOL' C S /+n CAL _N C W QL+ 0 T+0 X000 �0 LCL oo0 N am +oaLg n� CIO OL �NDN0 L NW'D.i + pip oEw a07i NpTL +0 oc^a) flippil,p10 DO oCCC +o01 CX 10000 Ill L4. CCCO 0L�0�P(0 ip W :) COL 2 000 NZ 09- JF .f—L Lips t 00 C3 «o Bars Bars E Bars E ' MMM LI Ip ■■Ir�1�11 !IYlMi!1lINlI�lI��Y pnn■rn�nnrnn■>�nl �iiiiiiiiiiii■ICilCiiiiiiii iuii�uei'�■Cill�lsiiilwl��l I nhrrW■Ie1 gnmall 1 ■ ��! 1 1■I�iAJ Bars F2. f 47 Bars Y �- Culvert - Bars Z - - 4 Sk Bars C rs B Bars E - Tc E and Bott SI Bars B Top one Bott SI • - eti Bars C Top Sic - Bars F2 Bars D Bott SI Bors F2 \ Bars F2 Bars H — — _Bars _M��_ Bars M Bars D- - - Bors C Bars K BOTTOM SLAB TOP SLAB PLAN OF SKEWED ENDS FROM 0° TO 15°0 Bars F2 Bo-s F2 Bars FI Bars Bars B Bars E / ors Y IN - Bars F2 Bars FI �S_ Limits of Skewed End Section (Typ) 03 1 N -NIY��i11YN111ANIIsi m Alf1lYN LMMMM:;ywwMLOU nm�m�■Irrrnn�nrnm�■1>rn :. �7�7i�Tiiiiiiiii�i■i�li0iiiii ' �I■ w uI■I III) I�u I�u U tU UJ lull■! Bars _ — Limits of Angle Section O2 PLAN OF ANGLE SECTION FROM 00 TO 150 `�— Limits of Skewed End Section (Typ) - - — - — �Bars Z IN --IF - -- i I il -Tilt Bar as necessary Bars F2 \ 1 Bars F2 to maintain cove�r Bars M --- �Npi _ ►rs M - —-- lip IF IN NO Bars D �� r `� Bars C BOTTOM SLAB TOP SLAB PLAN OF SKEWED. ENDS OVER i TO 300 Bars F2-,,. Bars F2-., Bars D Bars K FI� Top Slab F2� Bott Slab05 Bars E - Tc and Bott SI Bars 8 - To, and Bott SI, Bars C - Top Sic Bars D Batt SI .--Limits of ' Angle � � Sect ion C2)---� PLAN OF ANGLE SECTION OVER 150 TO 300 Bars F2 OS F h Top Slab F2" Bott SIab05 Bars E To and Bott SI Bars B pi To and Bott SI Bars C � Top Sic Bars D - Bott SI Bars Filli Top Bars F2li Batt Limits of ' Angle Section O2 PLAN OF ANGLE SECTION OVER 30° TO 450 Bars C GENERAL NOTES: (DFor box culverts with Tess than 2'-0" of fill, the top slob shall Designed according to current AASHTO Standard and .Interim be broken back to provide a minimum 1'-10" lop of the / existing © (Typ) Specifications. longitudinal bars with the longitudinal bars in the extension. All reinforcing steel _shall be Grade 60. If the depth of fill is 2'-0" or greater, the top slob shall be Bars B All concrete shall be Class "C" with these exceptions: broken bock to provide a 1'-0" minimum embedment of existing illipplipplippi— use Class "S" for top slabs of culverts with overlay, with longitudinal reinforcing into the extension. Alternatively, if ilm III — 1-to-2 course surface treatment, or with the top slab as the the fill height is greater than 2'-0", the existing curb may be final riding surface, left in place and 2'-0" long #6 bars shall be drilled and grouted Bars E Class "C" concrete shall hove a minimum compressive strength 1'-0" into the existing top slab at lip center to center spacing. of 3,600 psi. Class "S" concrete shall have a minimum Wings and apron shall be broken back as necessary to install the compressive strength of 4,000 psi.. extension. Exposed wIngwoII and apron reinforcing may be removed Refer t - - o Multiple Box Culverts Cost in Place standard for or cleaned and included in the extension. When lengthening details of straight sections of culvert. For skewed sections existing box culverts with dimensions different than current Culvert and angle sections refer to Multiple Box Culverts Cost -in -Place standard dimensions, horizontal and vertical transitions shall Skew standard for slab and wall dimensions, bar sizes, maximum be formed as directed by the Engineer. Bottom slabs shall match bar spacing, and any other details not shown. For Skewed to mointoin an.un1nterrupted flow line. Existing and new ends with curbs, adjust length of Bars H, number of Bars K, reinforcing shall be field bent into transition maintaining curb concrete volume and reinforcing steel weight by dividing specified cover requirements. For top slabs of culverts with Bars H the values shown on the culvert standards by the cosine of overlay, with i-to-2 course surface treatment, or with the top the skew angle, slab as the final riding surface, the "H" dimension may be The use of permanent forms is not allowed. adjusted to provide a smooth riding surface. Laps for Bars H, when required, shall be 1'-9" for uncoated bars and 2'-7" for epoxy coated. often the spacing between Bars 8 or Bars E becomes less than half Bars F1 — — _. _.___.. _.� _..�.� ._._..� �.� .._,�.� �, y a _ 11 I_IJJI_ L_11 _ILLil 1L �eors Y � Bars Z ---------- .Bars F2 — --- Cmnecessory Tilt Bar as \ \ Bars F2 —_— to plipplip,l— — — _ Bars F2Bars M o i nto i n cover Bars M ��_ w lip IF IF IN IF III IN Bars D J� N Bars C BOTTOM SLAB TOP SLAB PLAN OF SKEWED ENDS Ni OVER 30° TO 45' of the,normal spacing, bars shall be cut to avoid fouling 03 The length of Bars 8 and E will vary in the skewed end sections OQ [One half of overall width] x [Tan of the skew angle] 05 Bars F1',and F2 shall be continuous through the ongIe section. They Limits of Skewedshall be bent to remain parallel to the. walls of the Box Culvert. r•�— End Section (Typ)9 ©When necessary to avoid fouling in ocute corners, the slab extension leg of Bars C and Bars D may be shortened to a minimum of 1'-6" Bars C for skews of 30- and 450 IT 11 © (Typ) Q)For skews of 15• or less, the contractor has the option of placing pill Bars B, Cr D and E parallel to the skewed end while maintaining spacing along centerline box. Lengths of Bars B and E shown on Bars B the stondards shoII be Increosed to accomrlodote the skew. N - - - Bars E Length of extension HS20 LOADING pilli lip Bars H `.Bars K r , Texas Department of Tronsportatlon 40 eri Dlvlslon Culvert - L I lip "i1... ". _r,. j MULTIPLE BOX CULVERTS CAST -IN -PLACE _____ MISCELLANEOUS DETAILS Existing Box Culvert LENGTHENING DETAIL(D PILE= Ra-mdste. dgn DN. GAF cgs LMW ( Dr, BWH/TxDOT I Cx, GAF ©TXDDT May 20C D[STRICT FEDERAL AID PROJECT SHEET REVISIONS COUNTY ICONTROLI SECT JOB (HIGHWAY W - U L. +� CL O~EE L 3C6 W NOL W07 cn)r a V L M C w QJC O C v 00 zoom fOON W La +ow TXCO ' n r- o VTUO C AL0 my++ O Eom P W W N W TL t t 10 O.- U LC— L.-.- L O Y D o O OCCCTC � 8' I wML moWo � L TLV- +•OL CCo ao O L 0) W L t Ofw3 E w7 MDL acZ °4- JH *F L V) +o= o «o a w TYPE 1 I Ramp Limits of Payment S/ J' s/owe°% i raf or y �'TO ath R� �� I PERPENDICULAR CURB RAMP Planting or other non - walking surface if dropoff is not protected TYPE Z S- �f kiln o.s� yn 8.3ti y � y {y Ramp r Romp limits ofi Payment PARALLEL CURB RAMP (Use only where water will not pond in the landing.) I TYPE 4 Romp Limits of Payment Sidewalk \� 2' min. run ,I � �cR � ` CROSSWALK / eJ oa y +o e43 Dc ti� ca ' 43 DIAGONAL COMBINATION CURB RAMP Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk TYPE 7 Ramp Limits of Payment .r ' — 2 ♦ iq 0 5' Sidewalk Lantl'n9 % « Mo "' Cross slope not to exceed 2% on any portion of ramp or transition to street. R 4' iO )vdtn DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk set back from curb) TYPE 8 5'x 5' Ramp Limits Of Payment Landing 4' Ramp Width e F Maneuvering s � ` r Sidewalk DIAGONAL CURB RAMP (FLARED SIDES) TYPE 5 FLUSH LANDING TYPE 20 1 Planting or other non -walking surface if dropoff is not protected 51X 5' Shored B.3% nin9 Romp .mo 2' strip if cut through is greater than 4' in length. OtherwMse place detectable warning on the entire surface 1n 3" of cut throe curb parallel rosswolk Romp Limits Curb details ore of Payment shown elsewhere TYPE 21 I in the plans. CURB RAMPS AT MEDIAN ISLANDS Usual Curb Ramp 51 Ramp Limits 2' min. run at 8.3% of Payment I TYPE 3 Planting or other non - walking surface if dropoff is not protected Ramp_ _5' Min Side_ TYPE 6 Shared y "e� Flare Landing 8.3% Shored \i Landing S Walking y yy Surface ^ Surface m ¢ Fiore 4' Romp Width Romp Limits of Payment COMBINATION CURB RAMPS ITYPE 9 ( 5•x 5' Flare Landing 4:� 8.3% TYPE 22 Ramp Limits / of Payment Romp q. Rip / Romp Limits Width Flare , of Payment t.yyy \ N Maneuvering 5'x 5' (Min) Space 4'x 4' 8.3% > Shored Landing �c \ Jr Romp � •E S i dewo I k .� r y Fiore ` Fiore 2' min. curb of igned with 8, 3j I Stop Bar crosswalk Ramp IAGONAL CURB RAMP (RETURNED CURB) COMBINATION ISLAND RAMPS TYPE 10� Romp Limits of Payment '0�4W LOnding 2— /zY � `� Cross s I ape not to exceed 2% on any portion of ramp or transition to street. ZR: wI dtr10 DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk adjacent to curb) Min. 2' toper to existing or proposed sidewalk _ 5' Min. Ramp Limits of Payment ° Be 3% ro ' t Curb c j Ramp �� Sidewalk Sidewalk o c �— ° O o � d TYPE 11� OFFSET PARALLEL CURB RAMP NOTES: See General Notes on sheet 2 of 4 for more i formation, - Texas Department of Transportatlon Denotes planting , Design Division !Roadway) or non -walking surface. PEDESTRIAN FACILITIES CURB RAMPS PED-05 SHEET 1 OF 4 nLEM ped05. dgn au EH � a. � Or. BGD � cu ©TxDOT Abrch 2002 DIST I FEDERAL AID PROJECT SHEET REVISIONS - COMITY (CONTROL I SECT) JOB HIOMFAY m aL U > ,0O a O1 O7 L O i- D_ !O W +v+ Po L•- L3CO L WO y'' 0W +a 4L- C OQ N 0 OIL 0C C 3•-^ W O.L+ +- t x O O W m ' 0 L +OWE o>0 AXCU ~0L 0> a O - L w1 + >FLO 0 E m 4a- z N. �L ++ 10C- 00J L•-•- L OYML C AMU OCCC +NOQ- In0W0 •- L 4 ++OL CO CO W oLO} 0:0; WL WO € v-. O . VZ O4 - ac J� .F-L M + o L o a F O F Concrete Driveway Payment S• =�_ Mel Setback sidewalk Concrete Driveway Poyment � Apron offset sidewalk Concrete Driveway Poyment � Wide Sidewalk Concrete Driveway Poyment � 0 . Ap�Oyiejpa,Y NON N 4 NNOONN:�� 0 ON AF Now 0404400 WON ON 0000 Planting or other non -walking surface curb height is greater than 6 inches, use grade less than or equal to 5%. Handrail and detectable warning not required. � It Ramp sidewalk SIDEWALK TREATMENT AT DRIVEWAYS 80" 27 "— lv - CAFE I I PROTECTED ZONE 4" MAX. POST f PROJECTION 4" MAX. WALL PROJECTION CANE DETECTABLE RANGE PROTECTED ZONE In pedestrian circulation area, maximum 4" projection for post or wall mounted objects between 27"and 80" above the surface. CLEAR GROUND SPACE CENTERED AT PEDESTRIAN PUSH BUTTON MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2-p� BETWEEN OBSTRUCTIONS 5'-0" CURB I ' - - - OBSTRUCTION (POLE, HYDRANT, ETC.) Z F _ Y Q ry Y -1 F- J Z Z) t- ZO W �p t- Q L U N Q O Z Cr U1 Cr In V V7 -- Q o OBSTRUCTION (CONTROLLER CABINET, PLAN VIEW MAILBOX, ETC.) PLACEMENT OF STREET FIXTURES (ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' x 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES.) General Notes 1. Ail slopes are maximum allowable. The least possible slope that will still drain properly should be used. 2. Place traffic signal or iIluminotion poles, ground boxes, controller boxes, signs, drainage facilities and other items so as not to obstruct the accessible route or clear ground space. 3. Usual sidewalk cross slope equals 1.5%. The maximum allowable sidewalk cross slope equals 2%. 4. Street grades and cross slopes shall be as shown elsewhere in the plans. 5. Existing features that comply with TAS may remain in place unless otherwise shown on the plans. 6. Changes to level greater than are not permitted. 7. The (east possible grade should be used to maximize occessibiIity. The running slope of sidewalks and crosswalks, within the public right of way, may follow the grade of the parallel roodwoy. Where a continuous grade greater than 5% must be provided, handrails may be desirable on one or both sides of the sidewalk to improve access1 b i l i ty. 'Hands t l s may also be needed to protect pedestr ions from potentially hazardous conditions. If provided, handrails must comply with TAS 4.8.5. 8. Handroil extensions shall not protrude into the usable landing area or into intersectingpedestrian routes. 9. Driveways and turnouts shall be constructed and paid for in accordance with Item, "Driveways and Turnouts'. Sidewalks shall be constructed and paid for in accordance with Item, "Sidewalks". to. Sidewalk details are shown elsewhere in the plans. x ' Q When on obstruction of a height greater Protruding objects of a than 27" from the surface would create height : 27" are detectable a protrusion of more than 4" into the by cane and do not require pedestrian circulationlarea, construct additional treatment. additional curb or foundation at the bottom to provide a maximum 4" overhang. DETECTION BARRIER FOR VERTICAL CLEARANCE < 80" �' Texas Deportmen>' of Tronsportotlon Design OJvislon JRoodwayJ PEDESTRIAN FACILITIES SIDEWALKS PED-05 SHEET 3 OF• 4 vuE� petl05, dgn DNS EH � cR� I we 8G0 ©TXDOT MorCh 2002 D[5T � FEDERAL AID PROJECT � SHEET REVISIONS COUNTY �CONTHOL�SECT� JDD IHIGWAY N U N 0 > ca 0 L 4m a. co a POLE ,W4)0L C 0 V) aCk L00C C :) - *. W nL+ +— o xo oN N L r ° w 40- N to O LI—L O +ONIn E %X OL F S 10>1 a s CnEta - VD+ > O L 7 0 E to 40- qN�1 y 10 C 4) L.--- L OYjoL C 1107 0 OCCC 0 o o' 40o4)o L 4. ++OL CCo 4.0 O L/D U) L + ; g W:) M L 3 i ONO G N20P ( JF .1- L U = O N V) tot o «o 5'x 5(MIN) LANDINGS �\ SPLIT RADIAL \ i RAMP PLACEMENT SIDEWALK SIDEWALK ADJACENT TO CURB - 4'x 4' (MIN) MANEUVERING SPACES STOP BAR CROSSWALK CROSSWALK SIDEWALK IDEWALK ADJACENT TO CURB 4'x 4'(MIN) MANEUVERING SPACES CROSSWALKF 4' (MIN) NEUVERING ACES /I 5'JNDNG i LA SINGLE RADIAL RAMP PLACEMENT % SI < SIDEWALK SIDEWALK REMOTE SIDEWALK ADJACENT FROM CURB TO CURB ESIDEWALK SIDEWALK REMOTE FROM CURB CROSSWALK STOP BAR CROSSWALK 4'x 4'(MIN) MANEUVERING SPACES TO CURB NORMAL INTERSECTION WITH "LARGE" RADIUS LANDINGS � t Sr0 i � t (MIN) SHARED LANDINGS p STOP BAR In W n T- 7` AT INTERSECTION W/FREE RIGHT TURN & ISLAND TYPICAL CROSSING LAYOUTS SEE SHEET 1 OF 4 FOR DETAILS AND DIMENSIONS Generol Notes ). Street grades and cross slopes shall be as shown elsewhere in the plans. 2. Romps ore shown here without detectable warnings for simplicity. Detectable warnings ore required of the locotions shown on the PED Standard (Sheets ) and 2 of 4) and in accordance with -the details shown below. 3. Small chonnelizotion islands, which can not provide o minimum 5' x 5' londinq at the top of ramps, shall be cut through level with the surface of the street. LANDING 1 � 1 SIDEWALK I =5'MIN SIDEWALK j 5'MIN I ( I I ( I SIDEWALK ADJACENT SIDEWALK REMOTE TO CURB FROM CURB MID -BLOCK PLACEMENT PERPENDICULAR RAMPS �" Texas Deportment of Trvnsportotlon �eslgn Divlslon fRoodwayl PEDESTRIAN FACILITIES INTERSECTION LAYOUTS PED-05 SHEET 4 OF 4 FILE, ped05.d0n DIN EH CK, IDr, RGD CKt ©UDOT March 2002 DIST I FEDERAL 4111 PROJECT flEVISIONSCOUNTY COWROLISEC7I JO0 IH:::y I U L omo3 L Ot a. 0 V) +D+ ~E c L.O ; IL C b C CINO - OL O) C W ni1- t — to oc4 w xoom 0 L `LC mod d N CpA +-ONE 0>0 ` DOD Da°o Ln0 to 4)or �4- P 0 CO L % T `:0 I^ ( Dc L.- L O]LD L OoCC C to Q, O4- CO L 'OOL O 2 t O L CO CO 4 O L to V) L i » Cr 3 E ? W 7 {OL M OW . OZ 040- Q t U a O V) t 1- UxL o a� o i 5'x 5'(MIN) LANDINGS—N SPLIT RADIAL � RAMP PLACEMENT ` SIDEWALK i _ T SIDEWALK ADJACENT TO CURB — 4' x 4' (MIN) MANEUVERING SPACES STOP BAR �I / SINGLE RADIAL RAMP PLACEMENT CROSSWALK % / SIDEWALK SIDEWALK ADJACENT TO CURB SKEWED INTERSECTION WITH "LARGE" RADIUS STOP BAR 5'x 51(MIN) LANDINGS CROSSWALK SIDEWALK SIDEWALK ADJACENT ' TO CURB 4'x 4'(MIN) MANEUVERING SPACES SIDEWALK SIDEWALK REMOTE FROM CURB SKEWED INTERSECTION WITH "SMALL" RADIUS 5'x 5'(MIN) LANDINGS-� SIDEWALK T ' 1 SIDEWALK REMOTE FROM CURB STOP BAR CROSSWALK '�' �' i c 4'x 4' (MIN) MANEUVERING SPACES SIDEWALK SIDEWALK ADJACENT TO CURB NORMAL INTERSECTION WITH "SMALL" RADIUS 5'x 5' (MIN) + I LANDINGS y STOP BAR +* t SIDEWALK CROSSWALK t i y ---- -----—-— - — - — -� 4' x 4' (MIN) SIDEWALK REMOTE I MANEUVERING FROM CURB SPACES General Notes 1. Street grades and cross slopes shall be as shown elsewhere in the plans. 2. Romps are shown here without detectable warnings for simplicity. Detectable warnings are required at the locations shown on the PED Standard (Sheets 1 and 2 of 4) and in accordance with the details shown below. 3. Small chonnelizotion islands, which can not provide a minimum 5' x 5' londing at the top of romps, shall SIDEWAL K be cut through level with the surface of the street. SIDEWALK ADJACENT TO CURB NORMAL INTERSECTION WITH "LARGE" RADIUS CROSSWALK .- � STOP BAR 0 D LANDINGS 'F' W S14 444 K t (MIN) y + SHARED LANDINGS AT INTERSECTION W/FREE RIGHT TURN & ISLANO TYPICAL CROSSING LAYOUTS SEE SHEET I OF 4 FOR DETAILS AND DIMENSIONS LANDING —� SIDEWALK 5'MIN I I I I SIDEWALK ADJACENT SIDEWALK REMOTE TO CURB FROM CURB MID -BLOCK PLACEMENT PERPENDICULAR RAMPS �' Texas Depertme>rl of Tronsportotlon ahslgn Olvlslon (Roadway] PEDESTRIAN FACILITIES INTERSECTION LAYOUTS PED-05 SHEET 4 OF 4 FILEt ped05. dgn ON, EH ICRS IDrs BGD ( C[I ©TxDOT March 2002 GIST FEDERAL AID PROJECT I SKEET REVISIONS �- COUNTY �CONTROLISECT ! JOB INIGNRAY I TYPE t I Ramp Limits of Payment S�D� rQA- i 44 PERPENDICULAR CURB RAMP Planting or other non- . walking surface if dropoff is not protected TYPE 2 y y 1s. 0 g,31/ Min a 5• iAin _ RomP + N ti g3Z ed a > CO L ing O HD O :1 RaTrp LO+ OM to + O t OOl•FF- ! L3Cb Came Rome Limits cam•-- w nL i- of Payment aCw(0 x0om 0 co PARALLEL CURB RAMP L0>o (Use one where water will not '" o> y pond in the landing.) 1xCID OL 10 0 Y1G 0 lC. N 1C FA OEwm N CO T L O+U D OewL 'aaJC�o TYPE 4 C T Na U +O.O RCC NO0•o LTL'~ Ramp Limits 0 � o o of Payment a qz �e O`m+ ,?moo<a♦OQ k� 2' min, run w-3� 5 oC o too CROSSWALK E12 O H- Q V oC1� Q �J�ooea i o aN- o ofe �Cer�Q + Sidewalk � 1 � � DIAGONAL COMBINATION CURB RAMP Perpendicular to the Tangent of the Curb Radius and Contained in Crosswalk 5' TYPE 7 Sidewalk Romp Limits Landing of Payment ;r' 2— 0 �2y Ma'Cross slope not to exceed 2% on any portion of romp or e;iatt)Ztransition to street. 9 DIRECTIONAL RAMP WITHIN RADIUS (Sidewalk set back from curb) TYPE 8 I 5 Ramp Limits of Payment Landing 5' 4' Romp Width e F / 3• ° � � Maneuvering s ` s Sidewalk DIAGONAL CURB RAMP (FLARED SIDES) Ramp Limits of Payment TYPE 5 FLUSH LANDING I TYPE 9 � 5'x 5' landing Romp Limits of Payment 4' Ramp Width �3 3 Maneuvering \c� r `/ Space 4' x 4' Nn�c •E S i dewa I k ./ y y Y = r —• 2' min. curb aligned with crosswalk DIAGONAL CURB RAMP (RETURNED CURB) 2' strip if cut through is greater than 4' in length. Otherwise place detectoble warning on th= =^+;tee s e P s- of cut throe curb parallel rosswalk Fl 05• MNN' V Romp Limits Curb details are Of Payment shown elsewhere TYPE 20 1 TYPE 21 i in the plans. 111 CURB RAMPS AT MEDIAN ISLANDS Planting or other TYPE 10� s' non -walking surface S 1 if dropoff is not Ndewo)k protected 58X 5• Sh r nA g 3/ Lon Romp ' Ramp Limits L Bea% of Payment Landing Romp 2= ..► Q ,yl. �o F/Ore F, S 5 Bsuoi Curb Ramp Ramp Limits /2Y�J._ Cross slope not to 2' min, run at 8.3% of Payment exceed 2% on any portion of ramp or transition to street. TYPE 3 ( 4' RciTW width Planting or other non- DIRECTONAL RAMP WITHIN RADIUS wa I k i ng surface if dropoff (Sid v ewaI k adjacent to curb) Is not protected Min. 2' toper to existing _y Romp_ _5' Min Side TYPE 6 ( or proposed sidewalk 'Shared y IyFiore 111 Landing 5' Min Ramp Limits of Payment 8.3i Shared �i_ Landing Curb a t• 32 S i dewa I k x Wa I k I ng Rang Surface S i dewa I k o c O I o m B..TdRamp Width Romp Limits ` T of Payment (TYPE i 1 COMBINATION CURB RAMPS OFFSET PARALLEL CURB RAMP h F I are ' TYPE 221 NOTES: 8,3% See General Notes Romp on sheet 2 of 4 for more information. Texas Depart1 Ent of Transportafton Ramp Limits � Denotes Planting , Design Divlslon (Roadway) of Payment or non' -walking surface. 5'x 5' (Min) PEDESTRIAN FACILITIES 8.3% - shared Landing p CURB RAMPS Rom((�C Flare I' Fiore P E D' 0 5 SHEET 1 OF 4 8.3% I [*- Stop Bar FILEN mW5. dgn OR, EH ICK. Iwo 8G9 CKH Ramp - ©TKDOT Aia'Ch 2002 DIST I FEDERAL AID PROJECT SHEET REVISIONS COMBINATION ISLAND RAMPS COUNTY �CONTAMISECT I JO8 HIGHWAY d U L N U> 0003 L O+ a to a +v+ c°o x c L 0dO� e O+4 OF ' aatN L (J)C w nLi- O CY CO) 0OOL ~DON tr•- 0 0 coo t00 TXCV DF O U L ° Ol y C L O) ` L C)++ L a - OEOttD O 4 Ot (0 I N TL vc-w L--•- L OYGL v —O C TNU OCCC +Oo•- m a U)OO)0 I L >1 ++OL 0Co 0 L 0 CO L + ¢tq3 E W 3 tO L ONO .M. )Z OW s Q .o L VL) mot agoson o OEM ENO so M on mom mom mom mom mom mom mom DETECTABLE WARNINGS Generol Notes for Detectable Warnings 1. Curb romps must contain a detectable warning surface that consists of raised truncated domes complying with Section 4.29 of the Texas Accessibility Standards (TAS). The surface must contrast visually with adjoining surfaces, including side flares. Furnish dark brown or dark red detectable warning surface adjacent to uncolored concrete, unless specified elsewhere in the plans. 2. Detectable warning surfaces must be slip resistant and not allow water to accumulate. 3. Align truncated domes in the direction of pedestrian travel when entering the street. 4. Shaded areas on Sheet 1 of 4 indicate the approximate location for the detectable warning surface for each curb ramp type. 5. Detectable warning surfaces shall be a minimum of 24" in depth in the direction of pedestrian travel, and extend the full width of the curb romp or landing where the pedestrian access route enters the street. 6. Detectable warning surfaces shall be located so that the edge nearest the curb line is a minimum of 6" and a maximum of 10" from the extension of the face of curb. Detectable warning surfaces may be curved along the corner radius. 7. TxDOT maintains a list of Qualified Detectable Warning Materials. Details are provided herein for the placement of landscape pavers. For other materials, refer to the manufacturer's product manual for proper installation. Expansion joint os required --� No. 3 rebar around paver inset Detectobie warning surface o C 0 0 o L Landing igp::tiiaii#i q' Max o x?:a:cse.(T;gap:a::cs; and Usual E :�cY:b:cl;d_b::occ7.:o:cY-. 6" min Face of 10" Max curb Typicol placement of detectable warning surface on landing of street edge. o c a Land i ng avi NL •_ 1.• o_+�o 4" Max. and Usual Detectable warning surface (Domes to run parallel to pedestrion travel) fide flare (Typicol) 6" min Face of lots Max curb Typical placement of detectable warning surface on sloping romp run. ° o •L (0m o Landing Side flare 1" mortar bed - Shall conform to 4)> ar (Typ) applicable specifications w L Control joint permissible a Mo 4 i. Max and Usual a 2" Sand Cushion Min, 4" iv E No. 3 reof 1loss(max.. ) ) on -center (/ Detectable warning paver with truncated dome surface A Detectable warning paver with truncated dome surface both ways Class A Concrete - Shall conform to ` 1 applicable specifications Section A -A Generol Notes (Pavers) Furnish detectable warning paver units meeting all requirements of ASTM C-936, C-33. Lay in a two by two unit basket weave pattern or as directed. Loy full-size units first followed by closure units consisting of of least 25 percent of a full unit. Cut detectable warning over units using a power saw. de flare YDiC01) Face of curb Truncoted Dome Pattern Curb Romp DETECTABLE WARNING PAVER (OPTION) Pedestrion Facilities General Notes 1. All slopes are maximum allowable. The least possible slope that will still drain properly should be used. Adjust curb ramp length or grade of approach sidewalks as directed. 2. The minimum sidewalk width is 5'. Where the sidewalk is adjacent to the back of curb, a 6' sidewalk width is encouraged. Where a 5' sidewalk can not be provided due to site constraints, a minimum 3' sidewalk with 5'x 5' passing areas at intervals not to exceed 200' is required. 3. Landings shall be 5'x 5' minimum with a maximum 2% slope in any direction. 4. Maneuvering space at the bottom of curb ramps shoII be a minimum of 4'x 4' wholly contained within the crosswalk and wholly outside the parallel vehicular travel path. 5: Maximum allowable cross slope on sidewolk and curb romp surfaces is 2%. 6. Curb romps with returned curbs may be used only where pedestrians would not normally walk across the romp, either because the adjacent surface is planting or other non-wolking surface or because the side approach is substantially obstructed. Otherwise, provide flared sides. 7. Additional information on curb romp location, design, light reflective value and texture may be found in the current edition of the Texas Accessibility Standards (TAS) and 16 TAC §68.102. 8. To serve as a pedestrian refuge area, the median should be a minimum of 5' wide. Medians should be designed to provide accessible passage over or through them. 9. Small channelizotion islands, which do not provide a minimum 5'x 5' landing of the top of curb romps, shall be out through level with the surface of the street. 10. Crosswalk dimensions, crosswalk markings and stop bar locations shall be as shown elsewhere in the plans. At intersections where crosswalk markings are not required, curb ramps shall be aligned with theoretical crosswalks, or as directed by the Engineer. 11. Existing features that comply with TAS may remain in place unless otherwise shown on the plans. 12. HandroiIs are not required on curb ramps. Provide curb ramps wherever on accessible route crosses (penetrates) o curb. 13. Curb romps and landings shall be constructed and paid for in accordance with Item 531 "Sidewalks". 14. Separote curb romp and landings from adjacent sidewalk and any other elements with premold or board joint of Y4" unless otherwise directed by the Engineer. 15. Provide a smooth transition where the curb romps connect to the street. 16. Curbs shown on sheet 1 within the limits of payment ore considered part of the curb ramp for payment, whether it is concrete curb, gutter, or combined curb and gutter. 17. Flare slope shoII not exceed 10% measured along curb line. O O O O 1 4" 2" 8" I Detectable Warning Paver �' Texas Deportment of Transportation !�slgn Division fRooOwoyJ PEDESTRIAN FACILITIES GENERAL NOTES AND DETECTABLE WARNINGS PED'05 SHEET 2 OF 4 FILEt pedp5,dgn Ow Ell I CKt I owl BGD I CKt ©T%DOT A cm 2002 0151 1 FEDERAL A10 PROJECT SHEET REv151aHs 00twy - ICOHTROLISECT� JOB IHIGHRAY m aL U > ,0O a O1 O7 L O i- D_ !O W +v+ Po L•- L3CO L WO y'' 0W +a 4L- C OQ N 0 OIL 0C C 3•-^ W O.L+ +- t x O O W m ' 0 L +OWE o>0 AXCU ~0L 0> a O - L w1 + >FLO 0 E m 4a- z N. �L ++ 10C- 00J L•-•- L OYML C AMU OCCC +NOQ- In0W0 •- L 4 ++OL CO CO W oLO} 0:0; WL WO € v-. O . VZ O4 - ac J� .F-L M + o L o a F O F Concrete Driveway Payment S• =�_ Mel Setback sidewalk Concrete Driveway Poyment � Apron offset sidewalk Concrete Driveway Poyment � Wide Sidewalk Concrete Driveway Poyment � 0 . Ap�Oyiejpa,Y NON N 4 NNOONN:�� 0 ON AF Now 0404400 WON ON 0000 Planting or other non -walking surface curb height is greater than 6 inches, use grade less than or equal to 5%. Handrail and detectable warning not required. � It Ramp sidewalk SIDEWALK TREATMENT AT DRIVEWAYS 80" 27 "— lv - CAFE I I PROTECTED ZONE 4" MAX. POST f PROJECTION 4" MAX. WALL PROJECTION CANE DETECTABLE RANGE PROTECTED ZONE In pedestrian circulation area, maximum 4" projection for post or wall mounted objects between 27"and 80" above the surface. CLEAR GROUND SPACE CENTERED AT PEDESTRIAN PUSH BUTTON MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2-p� BETWEEN OBSTRUCTIONS 5'-0" CURB I ' - - - OBSTRUCTION (POLE, HYDRANT, ETC.) Z F _ Y Q ry Y -1 F- J Z Z) t- ZO W �p t- Q L U N Q O Z Cr U1 Cr In V V7 -- Q o OBSTRUCTION (CONTROLLER CABINET, PLAN VIEW MAILBOX, ETC.) PLACEMENT OF STREET FIXTURES (ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' x 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES.) General Notes 1. Ail slopes are maximum allowable. The least possible slope that will still drain properly should be used. 2. Place traffic signal or iIluminotion poles, ground boxes, controller boxes, signs, drainage facilities and other items so as not to obstruct the accessible route or clear ground space. 3. Usual sidewalk cross slope equals 1.5%. The maximum allowable sidewalk cross slope equals 2%. 4. Street grades and cross slopes shall be as shown elsewhere in the plans. 5. Existing features that comply with TAS may remain in place unless otherwise shown on the plans. 6. Changes to level greater than are not permitted. 7. The (east possible grade should be used to maximize occessibiIity. The running slope of sidewalks and crosswalks, within the public right of way, may follow the grade of the parallel roodwoy. Where a continuous grade greater than 5% must be provided, handrails may be desirable on one or both sides of the sidewalk to improve access1 b i l i ty. 'Hands t l s may also be needed to protect pedestr ions from potentially hazardous conditions. If provided, handrails must comply with TAS 4.8.5. 8. Handroil extensions shall not protrude into the usable landing area or into intersectingpedestrian routes. 9. Driveways and turnouts shall be constructed and paid for in accordance with Item, "Driveways and Turnouts'. Sidewalks shall be constructed and paid for in accordance with Item, "Sidewalks". to. Sidewalk details are shown elsewhere in the plans. x ' Q When on obstruction of a height greater Protruding objects of a than 27" from the surface would create height : 27" are detectable a protrusion of more than 4" into the by cane and do not require pedestrian circulationlarea, construct additional treatment. additional curb or foundation at the bottom to provide a maximum 4" overhang. DETECTION BARRIER FOR VERTICAL CLEARANCE < 80" �' Texas Deportmen>' of Tronsportotlon Design OJvislon JRoodwayJ PEDESTRIAN FACILITIES SIDEWALKS PED-05 SHEET 3 OF• 4 vuE� petl05, dgn DNS EH � cR� I we 8G0 ©TXDOT MorCh 2002 D[5T � FEDERAL AID PROJECT � SHEET REVISIONS COUNTY �CONTHOL�SECT� JDD IHIGWAY - APPENDIX B TRAFFIC CONTROL PLANS I: / I Ii 1 0 0 0 N :::: ' I") UI ~ 0 ENO ROAD WQR,:; ,r 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 (HO RO..O WORK ..a.~. w w ... z ... 0 :::> N This pion js submitted for TCP . I certify this pion will be used for the following locotion(s.): and ttiot oil channelizing devices will conform to "General Notes" as -shown on the bock. Signature: CITY OF FORT .WORTH TRANSPORTATION ANO PUBLIC WORKS Dote: TYPICAL TWO WAY STREET ONE LANE CLOSURE . Note: See reverse side for Generol Noles ond Device S ocin , PLAN "A'·, ' ~ ~ ~ _p_~ .ll. 0 0 r loo 0 0 0 I la° 0 f ¥ 0 y <r o · a: .W 0 0 a: ~ .3 <r a: w lL w lL z 0 0 ::, 0 ,<i CD N 0 I I 0 0 0 l _J ~A 0 0 ir1 it I it f ....J N " 0 0 0 0 a ,. 0 \ D D ·~- z <I: ....J 1· I _a.. .Jl.. " u C 0 " X "Cl <t if! if I if 11f ...ll.. i (S) (S) . (S) N . ThlS plon 1s submitted for TCP. I certify this plon will be ·used for the falling la"cot1on(sl: ' c.o I /~-----------~ orld thot oll chonnehz1ng devices lllll conform to 'Generol Notes'. os sholln on the bock. w 1- <C C) . CITY .OF FDRT WORTH TRAN SP ORTA TION. .. . ANO PUBLIC WORKS Qote TYPICAL ONE WAY STREET . TWO RIGHT LANES CLOSURE See re':'er-se side· fa ,-Generol N"otes ono Device ·spocing PLAN 'B' N'ote: ~1 ... ... ,p . t ; ;_j 1-- 0 0 0 N ;::, ,- r') w 1- . ~· -)( 00 0 :z ~ ._; ENO R0.-0 WORK \ 2 Signs 0 CBock·to·Bockl 0 0 • 0 • ":it: .. • 0 . . • • 0 0 0 ..II.. . • C L } " ENO /~~·oo• .A.. (Nol Requa"ed' f'"or iCP • • .J -:!: X < a: w 0 ~ 3: w w "-z "-0 :J N ...J z ~ ~ ...J z ~ ~ This pion is submitted for TCP . I certify this pion will be used for the following locotion(s): and that oll channelizing devices wiH conform to "General Notes" as shown on the bock . Signotur: e: Dote: CITY OF FORT WORT TRANSPORTATI.ON AND PUBLIC WORKS CONTINUOUS . LEFT TURN lANE --DETOUR ~- _J 0... Flogger 2 Floggers required wheneve opposing t raffic required • to use some lone . Floggers shall be in constant radio contact. No congre9roling around flogger stot~oris. Flogger stations niust be lighted at night. ENO ROAD WORK ~- 0 o · I: . • 0 .. . 0 I ~I~ D er WW u..Z IL 0 :::>N ID ~ ._ w w .... X ~ ~ 0 $2 Flogger Requk ed On CoUccto, /Re:sidcntio1 Stree(s. Addilionol Floooers Moy Be Required Oiep_e.ndtng On F'i~ld Conditions. 0 0 0 N :::, This pion is submitted for TCP. I certify this pion wiil be used for the following loc-ation(s): w ~ and that all cho·nnelizin~ devices will conform to "Gener:ol Notes" os shown on lhe bock. SignCJt_ure: CITY OF F-ORT WORTH TRANSPORTATION ANO . PUBL"IC WORKS . Note: Dote: TYPICAL TWO . WAY STREET LANE CLOSURE See reverse side for Gener·o1 Noles cind Device Soocin PLAN ''D"· !1 I ,\ j !' ... . ;;: r . p ... . t ... "i . .. ,., t· .. :·; [ ~ ...J 0... 1-- 0 0 0 N ~ ..... I"') w I-< 0 ___ JJ-__ ___,_l __ _ >- -----~ ~'\.-------------------1 /-------- ~\~ I f eC~Eo 1---l--+------+...J 1 % ·3 1-,.._ I ~. 1>1" I 1---1--2.ft RO/oO WORK . ~-..0 x~ .,, O• 0 -~ 0 0 0 O 0 I I 0: WW t..Z t..Q :JN l!l .J X ..l!..---l-- X X I LAHE 9LO.CKEO 1 2 J X 1 BL~~D1 12 .3 X This pion is submit led for TCP . I certi.fy this pion will be ~sed for the following locotion(s): ------------,-------------,---------- and tho l all channelizing devices will conform to "General Noles" as shown pn the bock. Signature: CITY OF FORT WORTH TRANSPORT ATiON ANO PUBLIC WORKS Date: ·TYPICAL· TWO WAY DfV(D~D· AR-TERI.AL ONE -LANE CLOSURE. Nole: See ·reverse side for General Notes ond Device Soocinc PLAN "E" II 11 I\ ll 1:1 ll ! ' I I , I IL. ~ _J Q. • .l 0 0 0 N ' :::: P") w I-< Cl T t if i Lt w @:] 1 /~ :z: ... w ~ w ~ "' / -1/ ¢=, ~ ~ .L -<ic-, .-~-~r CI.OSEO -- ~- ¢::, / -I . -.... T I-/1-I-' \ ~ ,., ~~I ~ -{ z. ... .., ... C: ... "' .n. it ~ Jj. it ~------· .L ~ This pion i s submitted for TCP. lcertify this pion willbe used for the following focotion(s): arid that all·channelizing devices will conform to "General Notes" os shown on the bock . Signature: CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS Date : FULL STREET CLOSURE DETOUR Note: . PLAN "F" . ·• .. ) .;-i J ' ... .T:• d -~ :.J . , -; r ''I: ~ ( ii • l l. t-.•. J .t . I J ! : .I I [ r,: f: ( z ~ _J Cl. 0 i § g : .. ~ ... ... ... ~ "' (. S,CCW.-(.t( a.o,co This pion is submitted for TCP. I certify this pion will be used for the following locotion(s): and that all channefliing devices will conform to "General Notes" as shown on the bock. Signature: Dote: j w o · '---4------'-------.-----------'---------------------l j CITY OF FOfU WQRTH · TRANSPORTATION ANO PUBLIC WORKS SIDEWALK CLOSURE DETOUR Note: ~ -' a. 0 0 0 N ' ~· ' 8 w .. h '< a . I i This pion i$ submitled for TCP. I certify this plan will be used for the following locati on(s): -----------;··-.,!··------~--=--- and that oil channelizing devices will conform ta "General Notes" as shown on the bock. Signature: CITY OF f.ORT WORTH TRANSPORTATION AND . PUBLIC WORKS Dote: SIDEWALK CLOSURE DETOUR Note: See reverse side lor General Notes ond De vice S ocin . PLAN "H" n ·., d .:l , I n d • l ;_j - -APPENDIX C PERMITS AND EASEMENTS - - .... - - APPENDIX D SOIL BORE LOGS Bureau Veritas North America 11050 Ables Lane Dallas, TX 75229 {9T2) 468-8800 ~ n: w NE38TH N 37 H 2004 Capital Improvement Project Years 4 and 5 City of Fort Worth, Texas Drawn by AKH Dale Revised 15APR07 FRANKLIN MEACHAM z i5 D DOWNING 0 1,000 2,000 ....._._ I APl'ROXlt.CATE SCALE {IN FUT) SITE VICINITY MAP Scale Project No . 1 inch= 2,000 feet DE07-017 (030016) N .; NORlH FIGURE 1 LEGEND Approximate Boring Location Bureau Verltas North America 11050 Ables Lane Dalas, TX 75229 (972) 488-8800 Modified lrom CJNCTCOG 2005 Ae~al Photograph 2004 Capital Improvement Project Years 4 and 5 City of Fort Worth, Texas Drawn by AKH Dale Revised 15APR07 t 0 400 800 ,-...-_ I #'PROXIMATE SCALE (IN FEET) NORTH FIGURE PLAN OF BORINGS Scale Project No. 2 1 inch= 800 feet DE0?-017 (030016) LOG OF BORING 8-1 Proj ect: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Da te: 03/08/07 Elev.: Location: Decatur Avenue (See Figure 2) Depth to wate r at completion of boring : Dry Depth to water when checked: During Drilling Depth to cav ing when checked : N/A ELEVATION/ I DEPTH (feell ~o >-4 SOIL SYMBOLS SAMPLER SYMBOLS & AELD TEST DATA ..... -:-:· ~ DESCRIPTION ----------------------kJ:_AVEMENT -4" Ase!}alt ________ ... I _ _]_A.§..E..: g· _Q~ Er~ _§andi.CLA Y w/ fil~L- Stiff dark brown CLAY w/ calcareous nodules -'--GRAVEL w/ clay seams - -w/ organ ic odor was: Dry was: N/A MC LL PL Pl -200 00 P.PEN UNCON Strain Swell %%% % pcf tat t sf % % ... ... ... .. .... . ... ...... . ...... ..... ..... ... ... .. .... .... ..... . ...... ..... ····· ... ... ... .. . ... . ... ... .. . ...... ..... ..... 26 94,9 2.0 0.9 2.0 ol.5 + ... 50/1.75" 50/t.2 5" -'--------------------... Tan & gray weathered LIMESTONE 50/0.50" 50/Q.25" Notes: Completion Depth: 11.0' TERRA-MAR, INC. FIGURE3 LOG OF BORING 8-2 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date : 03/08/07 Elev.: Location: Decatur Avenue (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked: During Drilling was : Dry Depth to caving when checked: NIA was: N/A ELEVATION/ I SOIL SYMBOLS MC LL PL .200 DO P.PEN UNCON Strain Swell DEPTH SAMPLER SYMBOLS DESCRIPTION Pl lfeetl & FIELD TEST DATA 'I, % '.4 'I, pcf tsf tsf 'I, % 0 ~ ~~-------------------... ... ... .. . ... .... ..... ...... . ..... ····· · r.J:.AVEMENT -4" Ase!)alt _________ .f ... ... ... .. . ... .... ..... . ..... . ..... ..... . ~ASE -11" dark brown ..ian~CLA.Y w/ gr_aveL __ ... ... ... . . . ... .... ..... ....... ..... . .... Stiff to very stiff dark brown CLAY w/ calcareous 21 16.0 2.0 1.1 ~ nodules 3.0 4 50/1.25" -~-------------------... ... ... .. .... . ... . .... . ...... ..... ..... 11_? ~i:: 50/0.TS" Tan weathered LIMESTONE 11:? ~~ 11:? ~! ~ ~J ~ b: !51 ~, lb: ~..-I 8 !11.i I w ~ ZI: ij ~@ I SGIO.st• 50/0.13" Notes: Completion Depth: 11.0' FIGURE 4 TERRA-MAR, INC. LOG OF BORING 8-3 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date : 03/08/07 Elev.: Location: Decatur Avenue (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked : During Drilling Depth to caving when checked : N/A was : Dry was: N/A EU:VATION/ I DEPTH SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC LL PL Pl ·200 DO P.PEN UNCON Strain Swell 'Ao 'I, % 'Ao pcf tsf tsf 'I, •A, /feet\ -0 >-16 '-20 -- d:l~;f:;:, I ~;r:;:i 50/1.25" 50/1.00" ~,0.13• 50/0 .oo· 50/0.25" 50/0,oo· --------------------.......... . ........ t-g_AVEMENT • 3" As~alt _________ f ..... . . ...... . ~ASE -10" Yellowish brown Q,AY wl.9ravel _/ · .. · ·· · · • · · Tan weathered LIMESTONE w/ clay layers ..__________________ -........................................ . Gray LIMESTONE Notes : Completion Depth: 20.0' FIGURE 5 TERRA-MAR, INC. LOG OF BORING 8-4 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date : 03/08/07 Elev .: Location : Hardy Street (See Figure 2) Depth towater at completion of boring : Dry Depth to water when checked : During Drilling was : Dry Depth to caving when checked : N/A was : N/A ELEVATION/ I SOIL SYMBOLS MC LL PL ·200 DD P.PEN UNCON Strain Swell DEPTil SAMPLER SYMBOLS DESCRIPTION Pl /feet\ & AELD TEST DATA % '.4 % '.4 per tsf tsf % % a -~-------------------... ... ... .. .... . ... ..... ....... ..... ..... --J:.AVEMENT -6" Ase!}alt ________ __,,.-... ... ... .. .... .... ..... . ...... ..... . .... )< / ~&ASE -6" Yellowish brown....QW w/ gr.avel __ f 'i1' ... ... .. .... '90,'5' · i.'rs · ....... . .... . ·,:o· . 0,,,/ ~/ FILL -Stiff to very stiff dark brown CLAY 2.5 ~v ~ > 0x v 1.0 x> 4 )>>[/ ~)< D<,,'>< / ~-------------------... ... ... . . .... .... . ...... ..... . .... IY"><v FILL -Stiff brown CLAY w/ gravel · 'io' · ')(~ / ~-------------------... ... ... .. . ... .... ····· . ...... . .... ..... i><>c/ FILL -Very stiff yellowish brown CLAY w/ gravel K~~I 2.25 8 ~~ ~)/ )<) >"'>/ us >> I ~)< / Notes : Completion Depth: 10.0' FIGURE 6 TERRA-MAR, INC. LOG OF BORING B-5 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date : 03/08/07 Elev.: Location : Hardy Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked: During Drilling Depth to caving when checked: N/A was: Dry was: N/A ELEVATION/ l DEPTII lfeetl SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC LL PL Pl -200 DD P.PEN UNCON Strain Swell % %'.4 % pct tsr tsr •,4 % -o 1-4 ~e ::i~9;r1 ;:i~ 19:? ::ijl11J:r ::i~ix;z.;i ::i~~ I :i~a:r::i :i~M 7.J'rr ::i I :iJ rr ::i 50/1.25" 50/1 .00" 50/0.13" 50/0.13" h.f_AVEMENT -3" Ase!]alt _________ _;;-· · · BASE -21" Very stiff yellowish brown CLAY w/ 2& L9.!avel ---------------... Tan weathered LIMESTONE -12 " yellowish reddish brown CLAY layer w/ calcite seams@4' Notes: Completion Depth: 10.0' TERRA-MAR, INC. 2.25 1.0 4.5 FIGURE 7 LOG OF BORING B-6 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date: 03/08/07 Elev.: Location: Hardy Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked: During Drilling was : Dry Depth to caving when checked: NIA was : NIA ELEVA TIONI I SOIL SYMBOLS MC LL PL -200 DD P.PEN UNCON Strain Swell DEPTH SAMPLER SYMBOLS DESCRIPTION Pl ffeetl & FIELD TEST DATA % % 'I, 'I, pcf tsf tsf 'I, % -o --~-------------------... ... ... .. . ... .... ..... ······· ····· ..... ~/ I • r-J:AVEMENT -6" Ase!}alt ________ ..-r ... ... ... . . .... .... . .... . ...... ..... ..... V /,, r.&ASE -6" Brown~yL.gravel _____ ~r 0 25° ... ... .. . ... 0 i 0&:4· · .. ~· . ...... ..... . ·,:4· . i-J:!.ard dark brown~/ calcareous nodules _ ... ... ... .. . ... .... ..... . ...... . .... ..... 50/1.SO" s~ $ 50/1.00' Tan weathered LIMESTONE p~ ~ 1...4 ....... p~ 1 p~ a; ~~ ~ 11.:i' 50/0.25" e ~ 5(1/11.U" gg ~ I '-8 s~ r?zS g~ ~ I 50/0.50" 50/0.25" Notes : Completion Depth: 10.0' FIGURE 8 TERRA-MAR, INC. LOG OF BORING 8-7 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date: 03/08/07 Elev.: Location: Hardy Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked : During Drilling was : Dry Depth to caving when checked : NIA was : N/A ELEVATION/ I SOIL SYMBOLS MC LL PL -200 DD P.PEN UNCON Strain Swell DEPTI1 SAMPLER SYMBOLS DESCRIPTION Pl lfeetl & FIELD TEST DATA % % % 'h per tsf tsf % 'h 0 ·-1----------------------... ... ... .. .... .... ... .. ....... . .... . .... ~17L ~AVEMENT • 6" Ase!}alt _ _ _ _ _ _ _ _,,-... ... ... .. .... .... ... .. . ..... . ····· ..... ,_!ASE-10" BroWfL~ w/ gr:.avel _ _ _ _ ... ... ... . . . ... .... ... .. . ..... . ..... ..... a, Jo Tan weathered LIMESTONE 50/1.50" :;i Jo 50/1.25' ~ Jo '-4 ~ Jb ~ J~ ~ 5g ~ 'lb ~ :i:a SOio .so· ~ :rn 50/0.13' II' 1 ,,1 ~ ~ I '-8 ~ 'I~ g ~~ 50/0.25' 50/0.00' Notes : Completion Depth: 10.0' FIGURE 9 TERRA-MAR, INC. LOG OF BORING 8-8 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date : 03/06/07 Elev .: Location : Selene Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked : During Drilling Depth to caving when checked : NIA was: Dry was : N/A ELEVATION/ I DEPTH . lfeetl SOIL SYMBOLS SAMPLER SYMBOLS &. FIELD TEST DATA DESCRIPTION MC LL Pl Pl -200 OD P.PEN UNCON Strain Swell %%% % pcf tsf tsf 'h 'h -o h..E_AVEMENT-3 "Ase!:!alt _________ i° ... ::: ::: :: .... .... .... .. . .. r-&ASE -9" Dark brown ~/_gravel ____ f 29 1.1 FILL -Stiff brown CLAY w/ gravel --------------------........................................ . Tan weathered LIMESTONE w/ clay layers '-8 Notes : Completion Depth: 11.0' FIGURE 10 TERRA-MAR, INC . LOG OF BORING B-9 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date: 03/07/07 Elev .: Location : Selene Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked : During Drilling Depth to caving when checked : N/A was : Dry was: N/A ELEVATION/ I DEPTH SOIL SYMBOLS SAMPLER SYMBOLS & FIELD TEST DATA DESCRIPTION MC LL PL -200 00 P.PEN UNCON Strain Swell %%%Pl%pcftsf hf%% lfeetl -o -4 ... 8 ~JJ~ ~J~1l: ~~5g a;t.i 1:1: ~J~1l: ~Jtt ~~.,,,.. ~5~ ~s~ I SG11.oo· SGI0.50" ~5~ I fEQ~!r:i SG10.so· SGI0.50" -~-------------------..... . _.....J:...AVEMENT-8" Asl!!!alt ---------.. . BASE • 16" Dark brown CLAY w/ gravel -'--Hard yellowish brown CLAY w/ calcareous depos its -19 • • • • • • • • • • · • •1oi.i · ,.s; · -h....:._ 3" brown clayJ~eL@.._2' ________ .,r· · · · · · · · · · · · · · · · · · · · · ,.s; · ._lan severe1.tweathered L,lli1EST0NE w{Slgj_ ~~ ....................... . Tan weathered LIMESTONE Notes: Completion Depth: 11.0' TERRA-MAR, INC. ''i.i. FIGURE 11 LOG OF BORING B-10 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date : 03/07/07 Elev.: Location : Selene Street (See Figure 2) Depth to water at completion of boring: Ory Depth to water when checked : During Drilling Depth to caving when checked : NIA ELEVATION/ I DEPTH lfeetl SOIL SYMBOLS SAMPLER SYMBOL.S & FIELD TEST DATA DESCRIPTION was : Dry was : N/A MC LL PL Pl ·200 DD P.PEN UNCON Strain Swell 'I, 14 14 14 pcf tsf tsf 'I, 'I, -o ~r\------------------r ••••••Ill II '1:_AVEMENT -1" Ase!)alt ________ ...J 1111 1111 111:1 11:1111 Jlllt 11111 ,~ASE -11" Brown~C.hA.Y. w/ sr.avel _____ J-· · · Tan weathered LIMESTONE ~a Notes : Completion Depth: 11.0' FIGURE 12 TERRA-MAR, INC. LOG OF BORING B-11 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date : 03/07/07 Elev .: Location : Selene Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked : During Drilling Depth to cav ing when checked: N/A was : Dry was : N/A ELEVATION/ I DEPTH SOIL SYMBOLS SAMPLER SYMBOLS & RELD TEST DATA DESCRIPTION MC LL PL Pl -200 DD P.PEN UNCON Strain SweU 'J.%% % pct tsf tsf % % lfootl -o hPAVEMENT-2"As halt-------r ... ··· ··· .. ~ ~ --------~ .... ... . .... ... . t"\~ASE -1 o· Yellowish brown g,a'{yL9ravel __ f · 2·s • • • • • • • "'"' IU r--Xert.. ~ffJr£YJ~ '!!f. ~£§r~~ !:!P~I~ __ ........ . Tan weathered LIMESTONE 50I0,50" 50/G.25" l -8 ~ 50/0.25" 50/0.13" Notes: Completion Depth: 11.0' TERRA-MAR , INC. ... .. ... .. . ·.:o·. ....... .... . . .......... . . .... ..... . ·,:s. FIGURE 13 LOG OF BORING 8-12 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No .: DE07-017 Date: 03/08/07 Elev.: Location: NE 37th Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked: During Drilling Depth to caving when checked: N/A was : Dry was: N/A ELEVATION/ I DEPTH SOIL SYMBOLS SAMPLER SYMBOLS & AELD TEST DATA DESCRIPTION MC LL PL Pl 0 200 DD P.PEN UNCON Strain Swell %%% % pcf tsf tsf % % itaetl 0 8 -~ I~ ~~ ta'l,~ bJ~ ~¥ 5~gg l ~ ~I 5-0/2.00" 5-0/1.50" 50/0.75" 50/0.50" : ~~AVEMENT • 4' Ase!!alt ________ ....J-;. · · · .~SE -12" Yellowish brown~yLgravel_ ... Stiff dark brown CLAY w/ calcareous nodules ll ---------------------... Tan weathered LIMESTONE Notes: Completion Depth: 10.0' TERRA-MAR, INC. 19.I 2.0 1.0 1.75 FIGURE 14 LOG OF BORING 8-13 Project: City of Fort Worth 2004 Capital Improvement Project, Years 4 & 5 Project No.: DE07-017 Date: 03/08/07 Elev.: Location: NE 37th Street (See Figure 2) Depth to water at completion of boring : Dry Depth to water when checked: During Drilling was : Dry Depth to caving when checked: NIA was : N/A ELEVATION/ I SOIL SYMBOLS MC LL PL -200 DD P.PEN UNCON Str•ln Swell DEPTH SAMPLER SYMBOLS DESCRIPTION Pl lfeetl & FIELD TEST DATA % % 'I, % pcf tsf tsf % % -o ui,--~-------------------... ... .. . .. . ... . ... ..... . ...... ..... . .... · t"°'J:AVEMENT -3" Asehalt _________ f ... ... ... . . . ... .... ..... . ...... ..... . .... D > !\~bl · hJ!_ASE • 9" Reddish brown ruY; w.L.9ravel ___ J ... ... . .. .. . ... .... . .... . ...... ..... . .... ~[/ FILL-Tan CLAY w/ limestone fragments 11 111.1 o.o D ~ ~v -w/ sewer waste odor ~:,v ~'), '-4 I>..,• / -~-------------------... ... ... . ..... .... ..... . ...... 50/1.75" . .... ..... ti~ M 50/1 .00" Tan weathered LIMESTONE ~~ M M AA b~ ~ b~ ... ~ ~ I '-8 ti ~ c..cI ~ ~1 50/1 .00" 50/0.75" Notes: Completion Depth: 10.0' FIGURE 15 TERRA-MAR, INC . KEYTOLOGTERMS&SYMBOLS Symbol Description Strata symbols Asphaltic Paving FILL CLAY, sandy CLAY GRAVEL LIMESTONE , weathered LIMESTONE LIMESTONE, severely weathered Soil Samplers I] I Auger Thin 'Wall Shelby Tube Symbol Description TBD Cone Penetration Test 1. Exploratory borings were drilled on dates indicated us i ng truck mounted drilling equipment. 2. Water level observations are noted on boring logs. 3. Results of tests conducted on samples boring logs . Abbreviations used are : DD= natural dry density (pcf) MC= natural moisture content (\) Uncon.= unconfined compression (tsf) P.Pen .= hand penetrometer (tsf) recovered are reported on the LL PL PI -200 liquid limit (\) plastic limit (\) plasticity index percent passing #200 4. Rock Cores REC (Recovery) sum of core aample recovered divided by length of run, expressed as percentage . RQD (Rock Quality Deaignation) sum of core sample recovery 4" or greater in length divided by the run, expressed as percentage. FIGURE 16 N U N 0 > ca 0 L 4m a. co a POLE ,W4)0L C 0 V) aCk L00C C :) - *. W nL+ +— o xo oN N L r ° w 40- N to O LI—L O +ONIn E %X OL F S 10>1 a s CnEta - VD+ > O L 7 0 E to 40- qN�1 y 10 C 4) L.--- L OYjoL C 1107 0 OCCC 0 o o' 40o4)o L 4. ++OL CCo 4.0 O L/D U) L + ; g W:) M L 3 i ONO G N20P ( JF .1- L U = O N V) tot o «o 5'x 5(MIN) LANDINGS �\ SPLIT RADIAL \ i RAMP PLACEMENT SIDEWALK SIDEWALK ADJACENT TO CURB - 4'x 4' (MIN) MANEUVERING SPACES STOP BAR CROSSWALK CROSSWALK SIDEWALK IDEWALK ADJACENT TO CURB 4'x 4'(MIN) MANEUVERING SPACES CROSSWALKF 4' (MIN) NEUVERING ACES /I 5'JNDNG i LA SINGLE RADIAL RAMP PLACEMENT % SI < SIDEWALK SIDEWALK REMOTE SIDEWALK ADJACENT FROM CURB TO CURB ESIDEWALK SIDEWALK REMOTE FROM CURB CROSSWALK STOP BAR CROSSWALK 4'x 4'(MIN) MANEUVERING SPACES TO CURB NORMAL INTERSECTION WITH "LARGE" RADIUS LANDINGS � t Sr0 i � t (MIN) SHARED LANDINGS p STOP BAR In W n T- 7` AT INTERSECTION W/FREE RIGHT TURN & ISLAND TYPICAL CROSSING LAYOUTS SEE SHEET 1 OF 4 FOR DETAILS AND DIMENSIONS Generol Notes ). Street grades and cross slopes shall be as shown elsewhere in the plans. 2. Romps ore shown here without detectable warnings for simplicity. Detectable warnings ore required of the locotions shown on the PED Standard (Sheets ) and 2 of 4) and in accordance with -the details shown below. 3. Small chonnelizotion islands, which can not provide o minimum 5' x 5' londinq at the top of ramps, shall be cut through level with the surface of the street. LANDING 1 � 1 SIDEWALK I =5'MIN SIDEWALK j 5'MIN I ( I I ( I SIDEWALK ADJACENT SIDEWALK REMOTE TO CURB FROM CURB MID -BLOCK PLACEMENT PERPENDICULAR RAMPS �" Texas Deportment of Trvnsportotlon �eslgn Divlslon fRoodwayl PEDESTRIAN FACILITIES INTERSECTION LAYOUTS PED-05 SHEET 4 OF 4 FILE, ped05.d0n DIN EH CK, IDr, RGD CKt ©UDOT March 2002 DIST I FEDERAL 4111 PROJECT flEVISIONSCOUNTY COWROLISEC7I JO0 IH:::y I