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Home My WebLink AboutDepartment Of Transportation ~ Augusta Richmond GA DOcUMENTNAME: d.~.cR -\\Cl\\S\D '(ta1\(J'f) DOCUMENT TYPE: ~(lc.\--. YEAR: L\\ . BOX NUMBER: Ol.\ FILE NUMBER: \ ~ \8 NUMBER OF PAGES: ~ /' ~d, :It 1.3 tj/v - " DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE roMSJRucrl0N' -AU1Ho.RlZf]) -< ':; _~ 'I...'; .....i'!V . ~!" ~ ... --$,-:1G37: tjl~VU~~;fi\:: . , \ ~ \ . - '. .. ~; .~< ./ CONTRACT DO NOT UNSTAPLE THIS BOOKLET... . ENTER ALL REQUIRED INFORMATION ---------------------------- EITHER BY HAND OR BY STAMP. DATE OF OPENING NONE CALL ORDER NONE CONTRACT ID : C31658-97-000-0 PCN PROJECTS AND CONTRACT NO. 3291642C10000 PRLOP-8530-51 (245) C1 COUNTY : RICHMOND CODE: 102450 1. RICHMOND COUNTY "I'. '- .,' ._-~. - . ~ ,-,,~ ..~f~~~;:Z~~;~:!,:;--~~~~~,..e{'J.~~ ~:-.... .~ 'l:";'- . / 'fI .. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ; - CONTRACT ID: C31658-97-000-0 . -. 0.237 KILOMETER OF DRAINAGE AND PLANT MIX RESURFACING ON STREETS IN LAKESIDE SUBDIVISION. . ~ . SITE - CONTRACT TIME LIQUIDATED DAMAGES 00 COMPLETE CONTRACT NONE _ c . DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 'DATE PAGE 10/24/97 3 CONTRACT ID: C31658-97-000-0 . ~, PROJECT(S) :. 3291642Cl0000 PRLOP-8530-51 (245.) C1 ------------------------------------------------------------------------------- ~ -;. .LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ---~--------------------------------------------------------------------------- SECTION 0001 ROADWAY 1i3,722.05 171-0010 TEMPORARY SILT 0005 FENCE, TYPE A 300.000 1. 63000 489.00 LF ------------------------------------------------------------------------------- 207-0203 FOUND BKFILL 0010 MATL, TP II 500.000 18.97000 9,485.00 CY ------------------------------------------------------------------------------- 318-3000 AGGR SURF CRS 0015 500.000 28.36000 14,180.00 TN ------------------------------------------------------------------------------- 402-0016 RECYCLED ASPH 0020 CONC H, GP 1 OR 2, INCL BITUM MATL TN 350.000 22.75000 7,962.50 ------------------------------------------------------------------------------- 413'-1000 BITUM TACK COAT 0025 200.000 0.53000 .106.00 GL ------------------------------------------------------------------------------- 441-0016 DRIVEWAY 0030 CONCRETE, 6 IN TK 325.000 15.59000 5,066.75. SY 441-4020 CONC VALLEY 0035 GUTTER, 6 IN 25.000 14.96000 374.00 SY ------------------------------------------------------------------------------- 500-3800 CLASS A 0040 CONCRETE, INCL REINF' STEEL 3.870 288.18000 1,115.26 CY . -------.------------------------------------------------------------------------ 550-1180 STORM DRAIN .~ '0045 PIPE, 18 IN, H 1-10 234.000 15.44000 3,612.96 LF - ------------------------------------------------------------------------------- ~ . .. 550-1240 STORM DRAIN 0050 PIPE, 24 IN, H 1-10 340.000 18.61000 6,327.40 . LF ------------------------------------------------------------------------------- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE CONTRACT ID:C31658-97-000-0 : ~; PROJECT(S) : 3291642Cl0000 PRLOP-8530-51 (245) Cl .;.. LINE NO ITEM DESCRIPTION 550-1420 STORM DRAIN 0055 PIPE, 42 IN, H 1-10 603-0006 STONE BLANKET 0060 PROTECTION, 6 IN 603-1024 STN PLAIN RIP 0065 RAP, 24 IN 611-301~ RECONSTR DROP 0070 INLET, GROUP 1 668-1100 CATCH BASIN, 0075 GP 1 668-1200 CATCH BASIN, 0080 GP 2 APPROX. QUANTITY AND UNITS 1,100.000 LF 100.000 SY 100.000 SY 3.000 EA 6.000 EA 1. 000 EA DATE PAGE 10/24/97 4 .UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS 41.38000 45,518.00 15.00000 1,500.00 18.13000 1,813.00 609.11000 1,827.33 883.35000 5,300.10 1,146.30000 1,146.30 . . ------------------------------------------------------------------------------- 668-1210 CATCH BASIN, 0085 GP 2, ADDL DEPTH 668-2100 DROP INLET, GP 0090 1 668-2105 DROP INLET, GP 0095 1, SPCL DES 668-4300 STORM SEWER -~ 00100 MANHOLE, TP. 1 . , 668-4311 STORM SEWER 0105 MANHOLE, TP 1, ADDL DEPTH, CL 1 1. 000 LF 1. 000 EA- 1. 000 EA 6.000 EA 10.000 LF 143.26000 143.26 594.67000 594.67 721. 48000 721.48 816.04000 4,896.24 94.28000 942.80 ------------------------------------------------------------------------------- THISA~~EE~~~~ MA~1AND ENTERED INTO THIS THE 11DAY OF ~R~ 19 BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION PARTY OF THE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE COMMISSIONERS OF--- RICHMOND ---COUNTY (HEREINAFTER CALLED THE COUNTY) WHO HAVE BEEN DULY AUTHORIZED TO EXECUTE THIS AGREEMENT: WITNESSETH: -':f , WHEREAS, THE DEPARTMENT, AND THE COUNTY DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTAIN FACILITY AND THE COUNTY DESIRES AND AGREES TO FURNISH AND DELIVER ALL THE MATERIAL AND TO DO AND PERFORM ALL THE WORK AND LABOR FOR SAID PURPOSE. THE PROJECT BEING MORE PARTICULARLY DESCRIBED HEREIN. NOW THEREFORE IN CONSIDERATION OF THE PREMISES, THE MUTUAL COVENANTS HEREIN CONTAINED AND THE SUM~OF ONE DOLLAR ($1.00) BY EACH OF THE PARTIES TO THE OTHER IN HAND PAID, THE RECEIPT WHEREOF IS HEREBY ACKNOWLEDGED, THE PARTIES HERETO AGREE AS FOLLOWS: (1) THE WORK AND MATERIALS SHALL BE IN STRICT AND ENTIRE CONFORMITY WITH THE PROVISIONS OF TH~S CONTRACT AND THE PLANS AND SPECIFICATIONS PREPARED (OR APPROVED) BY THE CHIEF ENGINEER OR HIS AUTHORIZED REPRESENTATIVE THE ORIGINALS OF WHICH ARE, ON FILE IN THE OFFICE OF THE CHIEF ENGINEER AND WHICH SAID PLANS AND SPECJFICATIONS ARE HEREBY ,MADE PART OF THIS AGREEMENT AS FULLY AND TO THE SAME EFFECT AS IF THE SAME HAD BEEN SET FORTH AT LENGTH IN THE BODY OF THIS AGREEMENT. THIS, CONTRACT WILL BE EXECUTED AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, 1993 EDITION AND THE 1997 SUPPLEMENTAL SPECIFICATION BOOK SPECIAL PROVISIONS INCLUDED IN AND MADE A.PART OF THIS CONTRACT. (2) IT IS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE COUNTY AT NO COST TO THE DEPARTMENT OF TRANSPORTATION. '";:; (3) IT IS UNDERSTOOD THAT THE DEPARTMENT OF TRANSPORTATION WILL NOT PARTICIPATE IN THE COST OF ANY UTILITY FACILITY REMOVAL AND RELOCATIONS NECESSARY IN CONNECTION WITH CONSTRUCTION OF THIS PROJECT, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT. THE (COUNTY/CITY) SHALL BE RESPONSIBLE FOR HANDLING 'THE ARRANGEMENTS WITH UTILITY OWNERS FOR ANY REMOVAL AND RELOCATIONS NECESSARY. THE (COUNTY/CITY) SHALL GIVE THE UTILITY OWNERS AMPLE NOTICE, OF THE IMPENDING CONSTRUCTION, TO ALLOW TIME FOR ENGINEERING AND MATERIAL ORDERS REQUIRED FOR ANY REMOVAL AND RELOCATIONS NECESSARY. ALSO, THE (COUNTY/CITY) AGREES TO CLEAR RIGHTS-OF-WAY OBSTRUCTIONS WITHOUT E~PENSE TO THE DEPARTMENT OF TRANSPORTATION. FOR PURPOSES OF APPLYING PROVISION OF THIS PARAGRAPH, RAILROADS ARE CONSIDERED UTILITIES. IN ADDITION TO THE FOREGOING, THE (COUNTY/CITY) SHALL OBTAIN APPROVAL OF PLANS AND ACQUIRE EASEMENTS OR OTHER PROPERTY RIGHTS FROM THE RAILROAD FOR CONSTRUCTION WITHIN RAILROAD PROPERTY/RIGHT OF WAY AND SHALL PROVIDE FOR THE PROTECTION OF RAILROAD INTERESTS, INCLUDING FLAGGING AND INSPECTION ,AS, MAY BE REQUIRED- BY. THE :RAILROAD'. (.4) IT IS UNDERSTOOD THAT THE QUANTITIES SHOWN ARE APPROXIMATE ONLY AND SUBJECT EITHER TO INCREASE OR DECREASE AND ANY INCREASES OR DECREASES'ARE TO BE PAID FOR AT THE CONTRACT UNIT PRICE GIVEN. (5) THE WORK SHALL BEGIN WITHIN TEN DAYS AFTER NOTIFICATION TO BEGIN WORK BY THE CHIEF ENGINEER TO THE COUNTY THE WORK SHALL BE CARRIED THROUGH TO COMPLETION WITHOUT UNREASONABLE DELAY AND WITHOUT SUSPENSION OF WORK UNLESS AUTHORIZED IN WRITING BY THE CHIEF ENGINEER. IF THERE ARE UNREASONABLE DELAYS OR UNAUTHORIZED SUSPENSIONS OF WORK, THE DEPARTMENT RESERVES THE RIGHT TO CHARGE THE COUNTY, NOT AS A DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 'DATE PAGE 10/24/97 5 CONTRACT ID: C31658-97-000-0 PROJECT(S) : 3291642C10000 PRLOP-8530-51 (245) C1 ---------------.---------------------------------------------------------------- ., LINE NO ' ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 706,...1003 TURF 0110 ESTABLISHMENT, TP C 1. 000 600.00000 600.00 AC ------------------------------------.------------------------------------------- ITOTAL BID 113,722.05 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- : " PENALTY BUT AS LIQUIDATED DAMAGES, THE COST TO THE DEPARTMENT OF MAINTAINING ITS ENGINEERING AND INSPECTION FORCE ON THE WORK OR TO CANCEL THIS CONTRACT AND COMPLETE THE WORK BY CONTRACT OR OTHERWISE. (6) THE WORK SHALL BE DONE IN ACCORDANCE WITH THE LAWS OF THE STATE OF GEORGIA AND TO THE SATISFACrION OF THE. DEPARTMENT OF TRANSPORTATION THE DECISION OF THE CHIEF ENGINEER UPON ANY QUESTION CONNECTED WITH THE EXECUTION OR FULFILLMENT OF THIS AGREEMENT AND INTERPRETATION OF THE SPECIFICATIONS OR UPON ANY FAILURE OF DELAY IN THE PROSECUTION OF THE WORK BY THE COUNTY SHALL. BE FINAL AND CONCLUSIVE (7) THE COUNTY AGREES TO PERFORM ALL EXTRA WORK THAT MAY BE REQUIRED OF THEM ON.THE BASIS OF ACTUAL COST. (8) THE FINANCING OF THIS PROJECT SHALL BE AS FOLLOWS: PAYMENTS WILL BE MADE ON MONTHLY STATEMENTS AS THE WORK PROGRESSES. -~ (9) DRUG-FREE WORKPLACE CERTIFICATION: THE UNDERSIGNED CERTIFIES THAT THE PROVISIONS OF CODE SECTIONS 50-24-1 THROUGH 50-24-6 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED, RELATED TO THE **DRUG-FREE WORKPLACE ACT**, HAVE BEEN COMPLIED WITH IN FULL. THE UNDERSIGNED FURTHER CERTIFIES THAT: (1) A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE CONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THE CONTRACT; AND (2) EACH CONTRACTOR WHO HIRES A SUBCONTRACTOR TO WORK IN A DRUG-FREE WORKPLACE SHALL SECURE FROM THAT SUBCONTRACTOR THE FOLLOWING WRITTEN CERTIFICATION: 'AS PART OF THE SUBCONTRACTING AGREEMENT WITH (CONTRACTOR'S NAME) (SUBCONTRACTOR'S NAME) ---------------------------- -------------------------- CERTIFIES TO THE CONTRACTOR THAT A DRUG-FREE WORKPLACE WILL BE PROVIDED FOR THE SUBCONTRACTOR'S EMPLOYEES DURING THE PERFORMANCE OF THIS CONTRACT PURSUANT TO PARAGRAPH (7) OF SUBSECTION (B) OF CODE SECTION 50-24-3.' ALSO THE UNDERSIGNED FURTHER CERTIFIES THAT HE WILL~NOT ENGAGE IN THE UNLAWFUL MANUFACTURE, SALE, DISTRIBUTION, DISPENSATION, POSSESSION, OR USE OF A CONTROLLED SUBSTANCE OR MARIJUANA DURING THE PERFORMANCE OF THE CONTRACT. . -------'------------------------------------------------------------ . ' IN WITNESS WHEREOF THE DEPARTMENT OF TRANSPORTATION HAS CAUSED THESE PRESENTS-TO BE EXECUTED, BY THE COMMISSIONER OF SAID DEPARTMENT, "WHO HAS BEEN DULY AUTHORIZED., AND. BY THE BOARD MEMBER FOR THE - COUNTY j WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSIONERS OF SAID COUNTY, WHO HAVE_ HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. . " - ~ *************************************** FED ID NO. fIRS NO. 5g.,..~;).. ,1'/ c:t 7~ . *************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATION THIS EXECUTED ON BEHALF OF ---RICHMOND COUNTY THIS BY: SSIONE;~, R 1UV :::E~S F~R COUNTY, ~cr~ DATE: /J-/5 -9') WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: Cat1 ~. ~ rw jf/~I /,1'1 . ",: CONTRACT ID DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE: 10/24/97 PAGE: 1 SPECIAL PROVISIONS C31658-97-000-0 0.237 KILOMETER OF DRAINAGE AND PLANT MIX RESURFACING ON STREETS IN LAKESIDE SUBDIVISION. .~--------------------------------------------------------------------------.----- ... S.P. CODE SPECIAL PROVISIONS DESCRIPTION --------------------------~---------------------------------------------------- " 106-1-93-SP 107-1-93-SP 108-1-93-SP 109-1-93-SP 152-1-93-SP 161-2-93-SP )00-2-95-SP 400-2-93-SP 402-1-93-SP 820-1-93-SP 828-1-93-SP A98-0-00-SP A99-0-00- CONTROL OF MATERIALS LEGAL REGULATIONS (ENVIRONMENTAL)COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE. PARTIAL PAYMENT (CITY/COUNTY CONTRACTS) FIELD LABORATORY BUILDING SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS) WAIVE FINE GRADER ASPHALTIC CONCRETE (COUNTY CONTRACTS) RECYCLED ASPHALTIC CONCRETE (COUNTY CONTRACTS) ASPHALT CEMENT HOT MIX ASPHALTIC CONCRETE MIXTURES PLANS (3 ) of <' ,', I I I " . h, I Revised: April 23, 1997 DEPARTMENT OF TRANSPORTATION . STATE OF GEORGIA SPECIAL PROVISION SECTION 106 - CONTROL OF MATERIALS 106.03. SAMPLES, TESTS, CITED SPECIFICATIONS: Delete the second paragraph in this Sub-Section and substitute the following: For work performed under Section 400, Hot Mix Asphaltic Concrete Construction, all materials will be inspected and tested by the Hot Mix Producer before incorporation into the Work. All quality control samples will be taken and tested by the Hot Mix Producer's designated quality control technician. Such tests shall be performed at the Hot Mix Producer's expense and in accordance with the methods of tests established by the Department. Copies of all tests performed by the Hot Mix Producer will be furnished to the Engineer and will become a part of .the project records. At the discretion of the Department, the Hot Mix Producer's quality cohtrol tests may be used as acceptance tests. The Department will maintain surveillance of the Hot Mix Producer's Quality Assurance Acceptance Program ancJ shall take samples and conduct tests .as necessary to verify correctness of the Hot Mix Producer's quality control tests and determine acceptability of materials .arid construction. The Hot Mix Producer will be responsible for the quality of the materials incorporated therein. Office of Materials and Research .' . I 'l · . .. . I " " . Revision: May I, 1994 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA ; SPECIAL PROVISION SECTION 107 - ,LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC DELETE SUB-SECTION 107.23 AS WRIT~EN AND SUBSTITUTE THE FOLLOWING. 107.23 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations and clearances shall be the responsibility of the County or municipality to meet, including the requirements of Section 404 of the Clean'Water Act (33 USC 1344). After July 1, 1991, State funded projects must comply with the requirements of Chapter 16 of Title 12 of- the Official Code of Georgia Annotated, the Georgia Environmental Policy Act (GEPA), of 1991. In compliance with GEPA, those projects for \olhich Federal funding is sought, and NEPA compliance is accomplished, are exempt from the requi!ements of GEPA. GEPA requires that environmental documentation be accomplished for County or City projects if more than 50 percent of the total project cost is funded by a grant of a State Agency or a grant of more than $250,000 is made by the State Agency to the municipality or County. The "responsible official of the government agency shall determine if a proposed governmental action is, a proposed governmental action which may significantly adversely affect the quality of the environment". A. THE F:OLLOWING PROJECTS WOULD NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: Non-land disturbing activities and minor land disturbing activities which would not be anticipated to significantly adversely affect the quality of the environment include the following list. These types of projects funded with state money would not be subject'to environmental assessment of any kind. Hearing procedures outlined inGEPA would not be applicable. 1; Minor roadway and non~historic bridge projects. a. Modernization of an existing highway by resurfacing, restoration, rehabilita~ion, adding s~oulders, widening a single lane or less in each direction, and the addition of a median within previously disturbed existing right-of-way. b. Adding auxiliary lanes for localized purposes (weaving, climbing, speed changes, etc.), and correcting substandard curves and intersections within previously disturbed e~isting right-of- way. c. Non-historic bridge replacement projects in ,existing alignment with no detour bridge. ,- . ... . , ,r . 2. Lighting, signing, pavement marking, signalization, freeway surveillance and control systems, and railroad protective devices. 3. Safety projects such as grooving, glare screen, safety barriers, ' energy attenuators, median barriers, etc. ;:- 4. Highway landscaping and landscape modification, rest area projects and truck weigh stations within previously disturbed existing right- , of way. 5. Construction of bus shelters and bays within existing right-of-way. 6. Temporary replacement of a highway facility which is commenced immediately after the occurrence of \ a natural disaster or catastrophic failure to restore the highway for the health. 'welfare, and safety of the public. B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: I For projects lolhich lolill cause land disturbance and for lolhich there is no anticipation that the project may significantly adversely affect the quality of the environment. certain studies lolill be undertaken. These studies lolould serve to document lolhether or not the County or municipality should anticipate that a project might, significantly adversely, affect the quality of the environment. Documentation of the studies lolill be accomplished through he use of the "GEPA Investigation Studies" checklist. The types of project lolhich lolould fall under the category lolould include: 1. Bridge replacement project on nelol location or lolith a detour bridge. lol~ere there are no significant adverse impacts to historic' or archaeological resources. no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. ' 2. Passing lanes. median additions and lolidening proj'ects. lolhere there are no significant adverse impacts to historic or archaeological resources. no involvement with Federally listed threatened and endangered speci~s and no significant adverse impact to wetlands. 3. Safety and intersection improvements where there are no, significant adverse imp'acts to historic. or archaeological resources, no involvement with Federally listed threatened and endangered species and no signiffcant. adverse impact to wetlands. ' 4. Rest area projects and truck veight stations with no purchase of additional right-of~vay. 5. Nelol location projectslolhere there are no significant adverse impacts to historic or archaeological resources. no involvement with Federally listed threatened and endangered species and no significant adverse impact to loletlands. ' . ,". ... . , ~. i'." If studies demonstrate that the project will not significantly adversely affect the quality of the environment, project files will be documented. If studies demonstrate that the project may significantly adversely affect ~he quality of the environment, development of an environmental effects'report (EER) will be undertaken along with full GEPA compliance. c. . THE FOLLOWING PROJECTS HAY SIGNIFICANTLY ADVERSELY ,AFFECT tim QUALITY OF'THE ENVIRONMENT., This' category of project may projects. If such projects an EER shall be prepared. include major widening and new' location result in' a significant adverse effect, D. EER PROCEDURE: GEPA calls for consideration of the "cumulative effect of the proposed government actions on the environment....if a series of proposed government actions are related either geographically or, as logical parts in a chain of contemplated actions". -Therefore, EER's for sections 'of roadways to be widened or built as new location - facilities will include all projects which are connected geographically or as logical parts in a chain of contemplated actions. 1. During preparation of _ an env ironmental effect report, the County or municipality will consult with and solicit comments from agencies which have jurisdiction by law, special expertise, or other interest with respect to environmental impacts. 2. In compliance' with - GEPA the following shall be contained in the EER, at a minimu~: a. Cover sheet; b. Executive summary; c. Alternatives, including the no-build; d. Relevant environmental setting; Geology, soils, water supply and wetlands, floral fauna, archaeology/history, economic enVironment, energy, ~ultural resources; e. The environmental impact of the proposed actiQn of the r~levant setting and mitigation measures proposed to avoid or minimize . adverse impact;' f. Unavoidable adverse environmental effects; g. Value of 'short-t~rm uses of the environment and maintenance. and enhancement of its long-term value; h. Beneficial - aspe~ts, both long term and short term and its econo~ic' advantage. and disadva~tages; i. Comments of agencies which have jurisdiction by law, special expertise, or other interest with respect to any environmental impact or resource; j , . ".. . ... . ...., 3. At least 4S days prior with the undertaking, in which the proposed to occur notice that prepared". to.making a decision as to whether to proceed publish in the "1~ga1 organ of each coullty governmental action or any part thereof :Ls an environmental effects report has been" ~ ~ 4. The County or municipality shall send a" copy of the EER and all other comments. "to the Dire~tor, EPD. 5. The County or municipality shall make the document available to the. public and agencies, upon request. 6. A public hearing will be held in each affected county if a least 100 residents of the State of Georgia request on within' 30 days of publication in the legal organ of an affected county. The responsible official or his designee may hold a public hearing if less than 100 reque"sts are received. [The County or municipality " is not relieved of other State legal r~quirements of publi~ hearings, however. ] 7. Following the public notice period and/or public hearing a surranary "of the document, conunents received and reconunendation as to whether to proceed with the action as originally prepared", to" proceed with changes, or not to proceed will be prepared (Notice of Decision). 8. This decisic.n document, when signed by the responsible official, wi 11 be sent to the Director, EPD, and an abbreviated notice of the decision will be published in the legal organ of each county in which the proposed governmental action or any part thereof is to occur. 9. "A copy of the decision document, the EER, and public hearing comments (if any) ~i 11 be sent to the DEPARTMENT OF TRANSPORTATION, OFFICE OF ENVIRONMENT AND LOCATION and the DEPARTMENT OF NATURAL RESOURSES, ENVIRONMENTAL PROTECTION DIVISION for their files. DEPARTMENT OF TRANSPORTATION OFFICE OF ENVIRONMENT AND LOCATION 3993 AVIATION CIRCLE ATLANTA, GEORGIA" 30336 DEPARTMENT OF NATURAL RESOURSES ENVIRONMENTAL PROTECTION DIVISION 205-BUTLER STREET, SE SUITE 1152 ATLANTA~.GEORGIA 30334 Any mitigation I measur-esidentified in the EER will be .incorporated. into the final project plans. Office of State Aid -\-, -,\ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA . SPECIAL PROVISION 108195SP FIRST USE 1995 SPECIFICATIONS JULY 1, 1995 'fSECTION 108 - PROSECUTION AND PROGRESS FOR THIS PROJECT, - THE - PROGRESS SCHEDULE REQUIRED - BY ARTICLE 108.03, NEED NOT BE SUBMITTED. " " September 15, 1997 . ~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION SECTION 109 - MEASUREMENT & PAYMENT (CITY/COUNTY CONTRACTS) 109.07 PARTIAL PAYMENTS: Retain as written except as follows: A. GENERAL: Delete "At the end of each calendar month""':---and substitute "On the 10th day of each calendar month----". Otfice of State Aid \. "'''''i.J Revised May 9, 1997 ~ J)EPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION SECTION 152 - FIELD LABORATORY BUILDING 152.03 Plant Laboratory Building: Add the following to requirements for Laboratory buildings at asphaltic concrete plants: ITEM 6: 1 Each -" Computer, illM or illM Compatible 540 Megabyte Hard Disk Drive (Minimum) 3 1/2 inch High Density Floppy Disk Drive CD-ROM Drive (4X Minimum) Windows 95 Operating System Mouse " Modem 9600 Baud (Minimum) 1 Parallel and 2 Serial Ports 16 Megabyte Random Access Memory Expandable to at Least 32 Megabytes " VGA Monitor 486 Microprocessor Operating at 33 Megahertz (Minimum) ITEM 7: 1 Each - Printer (Desk Jet HPLetter quality printer) Office of Materials and.Research \' . t 161295SP DEPARTMENT OF TRANSPORTATION STATE .OF GEORGIA SPECIALPROVI$ION FIRST USE 1995 SPECIFICATIONS JULY 1,1995 REVISED: NOVEMBER 6, 1995 \.... SECTION 161 - CONTROL OF SOIL EROSION AND SEDIMENTATION RETAIN AS WRITTEN AND ADD THE FOLLOWING: IT SHAL4 BE THE RESPONSIBILITY OF THE COUNTY OR CITY TO MEET THE REQUIREMENTS OF CHAPTER 7 OF.TITLE 12 OF.THE OFFICIAL CODE OF GEORGIA ANNOTATED, THE EROSION AND SEDIMENTATION ACT OF '1975, AS CURRENTLY AMENDED. . . I DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA '" SUPPLEMENTAL SPECIFICATION SECTION 300-GENERAL SPECIFICATIONS FOR BASE AND SUBBASE COURSES October 3,1995 First Use: November 17,1995 Delete Subsection 300.03.H. in its entirety: .. " ., , , Revised ,June 18, 1997 )' ~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION (For State Aid Cont~acts Only) ~ SECTION 400. HOT MIX ASPHALTIC CONCRETE CONSTRUCTION 400.02 MATERIALS: Delete Item H. and substitute the following: H. Bituminous Tack Coat: Asphalt Cement Grade PG 58-22, PG 64-22, PG 67-22 820.01 400.05.C.4: LEVELING COURSE: Delete second paragraph and substitute the following: Mixtures for leveling courses shall meet the requirements of the approved Job Mix Formula as defined in subsection 400.06 and all appropriate requirements of Section 8,28. . TABLE 400.0S.C.4.a.: SELECTION OF MIX TYPE OF LEVELING AND PATCHING: Add the following statement after Table 400.05.CA.a. Where the surface mix is to be a Sand Asphalt, Sand Asphalt will be allowed for Leveling and/or , Patching in addition to the above mixes. Sand Asphalt will not be allowed underneath Surface Treatment, Slurry Seal, or other asphaltic concrete mixtures. 400.05.D.l. THICKNESS OF LA YERS: Change the Minimum Layer Thickness for "H" Mix and "G" Mix in Table 400.05.D.l as follows: MIX TYPE "H" "G" MINIMUM LA YER THICKNESS /7/8" (85 Lbs./Yd.2) 3/4" (80 Lbs./Y d. 2) 400.05.F.: CONSTRUCTION OF CONTROL STRIPS AND DETERMINATION OF TARGET DENSITY: Delete this Subsection in its entirety and substitute the following: Construction of Control Strips will not be req~ired and 96% of laboratory density or maximum practical density should be used to control compaction. The temperatures and lift thickness listed in Table 400.05.A. are to be used at the discretion of the Engineer to ensure adequate compaction. 400.0S.G~: MIXTURE NOT REQUIRING CONTROL STRIPS: Delete this Subsection and substitute the following: 400.05.G.:MIXTURE NOT REQUIRING COMPACTION TESTS: ..., For Asphaltic Concrete and Sand Asphalt with a plan spread rate of 125 Lbs./Yd.2 or less, density tests will not be required. These courses shall be compacted as follows: Revised,June 18, 1997 .I. .. 1. COMPACTION. EQUIPMENT: The compaction equipment must be in good mechanical condition and capable of compacting the mixture. The number, type, size, operation, and condition of the compaction equipment shall be subject to the approval of the Engineer. A minimum of the following equipment shall be required: . . ~ . a. One steel wheel breakdown roller weighing at least 10 Tons .or vibratory roller operating at a low amplitude and at a minimum frequency of 47 Hz. b. One rubber tire roller weighing at least 8 Tons or exerting at least 80 Lbs.lin2 contact pressure. c. "One steel wheel finishing roller weighing at least 8 Tons or vibratory roller operating in static mode. 2. ROLLING OPERATION: Rolling shall be started as close behind the spreader as possible witho'ut excessive distortion of the mix and shall be continued until roller marks are no longer visible. A minimum rolling pattern shall consist of 2 coverages with the breakdown roiler, 6 coverages with the Pneumatic-Tired roller, and 2 coverages with the steel wheel finish roller. 400.07.B. COMPACTION: Delete all references to Pay Adjustments and Pay Factors and . . delete the Compaction Acceptance Schedule Table 400.07.B.l and add the following: The compaction shall be controlled as prescribed in Subse9tion 400.05.F. and 400.05.G. above. 400.07.C. SURFACE TOLERANCE: Delete this Subsection and substitute the following: 1. VISUAL AND STRAIGHTEDGE INSPECTION: All paving shall be subject to . visual and straightedge inspection during construction operations and thereafter prior to final inspection. A ten foot straightedge shall be retained in the vicinity of the paving operation at all times for the purpose of measuring surface irregularities on all courses. The straightedge and labor for its use shall be provided by the Contractor. The surface of base, intermediate, and surface courses shall be inspected with the straightedge as necessary to detect irregularities. All irregularities in excess of 3/16" in ten feet, for base, intermediate, and surface courses shall be corrected. Irregularities such as rippling, tearing, or. pulling which in the judgement. of the Engineer indicate a continuing problem in equipment, mixture, or operating technique shall not be pennitted to recur. The paving operation shall be stopped until appropriate steps are taken by the.Contractor to correct the problem. ~ 400.07.D. . MA TERIALS PRODUCED AND PLACED DURING ADJUSTMENT PERIOD: Delete this Subsection in its entirety. ,. Revised June 18, 1997 400.10 PAYMENT: Delete this Subse~tion and substitute the following: Hot Mix Asphaltic Concrete of the various types will be paid for at the Contract Unit Price per Megagram or Square Meter which payment shall be full compensation for furnishing and placing all materials including Asphalt Cement and for all approved additives, for all cleaning and repairing or preparation of surraces, for all other operations necessary to complete the Contract Item. . " ::; Payment will be made under; Item No. 400 Asphaltic Concrete (Type), (Group-Blend) Including Bituminous Material...........................................Per Ton Item No. 400_ Inch Asphaltic Concrete (Type), (Group-Blend) Including Bituminous Material................~..........................Per Square Yard Item No. 400 Asphaltic Concrete Patching Including Bituminous Material............................~.......;......Per Ton Item No. 400 Asphaltic Concrete Leveling Including Bituminous Material...........................................Per Ton "- Office of Materials and Research Revised June 1~, 1997 ' DEP ARTMENTOF TRANSPORTATION STATE OF GEORGIA -4 SPECIAL PROVISION (For State Aid Contracts Only) ::: SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE o 402.02.C. RECYCLED MIXTURE: Delete this Subsection and substitute the following: The recycled mixture shall be a homogeneous mixture of RAP material, virgin aggregate and neat asphalt cement. Further, the mixture shall be appropriately treated with an approved anti- stripping agent, either a heat stable anti-stripping additive or hydrated lime. The agent chosen shall be atthe Contractor's discretion except where noted in the Pay Item designation. ' The mixture shall conform to an approved mixture design me'eting the requirements outlined in Section 828. Where hydrated lime is used, it shall be added at a rate of l.0 percent of the virgin aggregate portion plus 0.5 percent of the aggregate in the RAP portion of the mixture. Where heat stable anti-stripping' additive is used, it shall be added at a rate of 0.5 percent of the neat asphalt cement added to the mixture. 402.05 PAYMENT: Add the following: Item No. 402 Recycled Asphaltic Concrete;~, Group-Blend, . Including Bituminous Material ........................................per Ton Item No. 402 _ Inch Recycled Asphaltic Concrete, ~, Group-Blend, Including Bituminous Material ........................................per Square Yard Item No. 402 Recycled Asphaltic Concrete Patching, Including Bituminous Material........................................per Ton Item No. 402 Recycled Asphaltic Concrete Leveling, Including Bituminous Material ............;...........................per Ton Office of Materials and Research ' " ~. June 18, 1~97 DEPARTMENT OF TRANSPORTATION STA,TE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) -J ~. SECTION 820 - ASPHALT CEMENT ." ~" . Delete this Section and substitute the following: 820.01 .sUPERPA VE ASPHALT BINDER: This Section covers asphalt cements which have been prepared from crude petroleum by suitable methods. The asphalt cements shall be homogenous, free from water and shall not foam when heated to 1750 C. Blending of asphalt cements to produce a specified performance grade shall result in a uniform, homogenous blend with no separation. The neat asphalt cement proposed for use in Asphaltic Concrete shall meet the following requirements for PG 64-22 or PG 67- 22 and be production rpaterials ("straight-run") that have not been "air-blown" to achieve the performance grade (PG). PG 58-22 may be used as Bituminous Tack Coat or in Bituminous Surface Treatment. Only Styrene-Butadiene-Styrene (SBS) or Styrene- Butadiene (SB) shall be added to the neat asphalt cement, if needed, to produce a binder that complies with the following requirements for PG 76-22. 1. . Test Requirements ,'~ ORIGINAL TEST AND TEST TEMPERATURE . BINDER RESIDUE OF BINDER AFTER: METHOD Rolling Thin-Film PG PG PG PG Oven AASHTO: TP5 Pressure Aging 58-22 64-22 67-22 76-22 AASHTO: PP-1 Flash Point, AASHTO: T-48 2300 C Min, Viscosity (a), 3Pa-S ASTM D4402 Max. 1350 C (3000CP) Mass Loss (%), Max. AASHTO: T-240 (b) 0.5 Dynamic Shear, 580C 640C 670C 760 C ~ 1.0 kPa ~ 2.2 kPa G*/sino, AASHTO: Phase TPS, IO RadlSec Angle $ 75 deg. Dissipated Energy. Dynamic Shear, 250C $ 5000 kPa G*sino, AASHTO: TPS, 10 Rad/Sec Creep Stiffness (c), S $ 300,000 kPa 60 sec. AASHTO - 120 C m ~ 0.300 . TPI Direct Tension, 1.0 . mmlmin. AASHTO: - 120 C Report TP3.FaiJure Strain June 18, 1997 820.01 (Continued) . '4 a. This requirement may be waived at the discretion of the Department if the supplier warrants that the asphalt binder can be adequately pumped and mixed at temperatures that meet all applicable safety standards. .;; b. Heat loss by AASHTO: T-179 may be accepted in lieu of mass loss by AASHTO: T -240. . .. c If the creep stiffness is below' 300,000 kPa, the direct tension test is not required. If the creep stiffness is ~ 300,000 kPa, the Direct Tension Failure Strain value shall be reported. The m-value requirement shall be satisfied in either case. If modification is required, the composite materials shall be thoroughly blended at the supply facility prior to being'loaded into the transport vehicle. All blending procedures, formulation, and operations shall be approved by the Office of Materials and Research. 2. Certification: Certified test" results of laboratory blends for proposed PG asphalts shall be provided by a certified laboratory, approved by the Office of Materials and Research, for each specification characteristic of the asphalt cement proposed for shipment. The certified results shall be . provided to the StateMaterials and Resear~h Engineer in compliance with Standard Operating Procedure (SOP)-4. In the event there is reason to suspect a sample will be outside specification limits, the State Materials and, Research Engineer,may interrupt the production , until test results are known. ' -, '. Materials and Research Revised June) 8, 1997 DEPARTMENT OF TRANSPORTATION STAn OF GEORGIA '. SPECIAL PROVISION (For State Aid Contracts Only) SECDON 828 - HOT MIX ASPHALTIC CONCRETE MIXTURES ~ . Add the following at the end of Subsection 828.01. K. Mixture Designations shall be in accordance with the folloWing: OLD DESIGNA nON' l\1ETRIC DESIGNA nON Large Stone Mix (LSM) Base B B-Modified E F H G Sand Asphalt I and II Sand AsphaltBase D D-Modified Porous European Mix (PEM) SMA-C SMA-F SMA-F 25 mm Mix 19mmMix 19 mm Modified Mix 12.5 mm Mix 9.5 mm Mix 9.5 mm Modified Mix 4.75 mm Mix 9.5 mm SA 12.5 mm SA 9.5 mm OGFC 12.5 mm OGFC 12.5 mm PEM 19 mm SMA 12.5 mm SMA 9.5 mm SMA SUPERPAVE DESIGNA nON 37.5 mm Superpave 25 mm Superpave 19 mm Superpave 19 mm Superpave 12.5 mm Superpave 9.5, mm Superpave 9.5 mm Superpave 4.75 mmMix 9.5 mm SA 12.5 mm SA' 9.5 mm OGFC 12.5 mm OGFC 12.5 mmPEM 19 mm SMA 12.5 mm SMA 9.5 mm SMA 828.08 RUTTING SUSCEPTIBILITY TESTING: Delete this Subsection and substitute the following: The Office of Materials and Research may run a rutting susceptibility test on any asphalt mixture used in construction. Results of-tests with the Asphalt Pavement Analyzer shall be provided for any mixtures designed by a Certified Contractor or Independent Testing Laboratory . The rutting susceptibility test will be .conducted according to GDT Test Procedure 115. Each mix will have 3 specimens fabricated and tested. If the average rut depth for the 3 specimens exceeds 0.2 inch for SMA and Superpave mixes, and 0.3 inch for conventional asphalt mixes) that asphaltic. concrete miXture shall not be used in the Work. Offi'ce of Materials 'and Research "t ., N ftKft~ ':-,'sh U; I\a.'te Suhd,'v/r/M ~A-Ki::: S I h~. S&..~t>IVISION) , LOCATION MAP, P RJ-.o, if S- 30- 051 (Z4S-) R \c.t\- M 0 J.J ~ ~ . ~ TY CJ j==- rtuG- u..S fA -' : .. 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L__ M/'d ',\' O,O,T,66 - ._' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA INTERDEPARTMENT CORRESPONDENCE FILE PRLOP-8530-51 (245) C1 Richmond CID # C31658-97 -000-0 Office Tennille DATE September 28, 1999 ~ FROM Christopher E, Holmes, District Contracts Manager TO Rusty Merritt, Area Engineer SUBJECT' APPROVED SUPPLEMENTAL AGREEMENT NO.2 Please be advised that the Supplemental, Agreement for the above numbered project has been approved, CEH:jbh Attachment c, ,G;of')tra~tor - Richmond County Board of Commissioners (w/attachment) '. t~ D.O.T, 358 REVISED 2/97 C9-97 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT AMENDMENT Amendment No, 2 Supplemental Agreement 0 Extension Agreement 0 Project No.: PRLOP-8530-51 (245) C1 --"" County: Richmond Contractor: Richmond County C.T, LD.: C31658-97-000-0 Contractor LD,: 102450 PCN: 3291642C10000 WHEREAS the below Contractor and Surety entered into a contr~ct with the Deparnnent of Transportation. on December 17. 1997, for the construction of Project No, PRLOP-8530-51 (245) C 1 ,Richmond County and, WHEREAS. certain items of construction encountered are not covered by the original contract, the Parties hereby agree to the following amendment to the original contract: THIS SUPPLEMENTAL AGREEMENT IS FOR A REVISION OF THE TYPICAL SECTION AND ASSOCIATED QUANTITIES, ALSO, FOR THE SUBSTITUTION OF A 36 fNCH STORM DRAfN fN LIEU OF CONTRACT INDICATED 42 fNCH STORM DRAfN PIPE FROM STA, (+-) 9+13 TO STA. (+-) 10+79. CONSTRUCTION FUNDS IN THE Ai"IOUNT OF $7.481.59 ARE HEREBY AUTHORIZED. It is agreed that as a result of the above amendment the contract time will not be extended. The extension of time required is 0 days. Except as specifically amended herein, all terms and conditions of the original contract remain in full force and effect. The sum set forth in this contract amendment constitutes full payment and settlement of all additional costs and expenses including delay and impact damages caused by. arising from or associated with the work described in this contract amendment. Now Therefore, We Richmond County Board Of Commissioners Contractors, and N/A Surety, hereby agret~ to said contract amendment consisting of the above mentioned items and prices, and agree th~t IS ontract amendment is hereby made a part of tl1e origmal contract to be performed under the specifications thereof. 'I J Date thiS 10 day of July. 1998, '~ By: Richmond County Board Of Commissioners .j:) Contractor v.r District Engineer By: 9-/1'- fl f>ate , Page I of 6 t. D,OT 358A REVISED 2/97 C2-98 DEPARTMENT OF TRANSPORTATIGN ST ATE OF GEORGIA ATTACHMENT TO CONTRACf'-AMENDMENT Amendment No. 002 Supplemental Agreement ISl Extension Agreement 0 Project No.: PRLOP-8530-51 (245) Cl County: Richmond Contract ill No. C31658-97-000-0 ITEM CODE I ITEM DESCRIPTION DELETE OR ADD ITEM UNIT QUANTITY PRICE A1'VIO UNT EXPLANATION OF WORK 31 0-11 01 I GRADED AGGREGATE BASE CRS, INCL MA TL DELETE ($ 0.00000) ADD TN 810,000 $7,13000 $5,775.30000 402-0013 L RECYCLED ASPH CONC E, GP 1 OR 2, INCL BITUM MA TL DELETE ($ 0.00000) ADD TN 425.000 $22,75000 $9,668.75000 402-0016 I RECYCLED ASPH CONC H, GP 1 OR 2, INCL BITUM MA TL DELETE TN 350,000 $22,75000 ($7,962.50000) ADD $ 0.00000 550-1360 I STORtYI DRAIN PIPE, 36 IN, H 1-10 DELETE ($ 0,00000) ADD LF 170,000 $36,58000 $6,218.60000 550-1420 I STORM DRAIN PIPE, 42 IN,H 1-10 DELETE LF 1,100,000 $41.38000 ($45,518,00000) ADD LF 930.000 $41.38000 $38,483.40000 PAGE SUBTOTAL $6,665.55000 Page 20f 6 t DOT 358A REVISED 2/97 C2-98 DEPARTMENT OF TRANSPORTATION ST ATE OF GEORGIA ATTACHMENT TO CONTRACT AMENDMENT Amendment No. 002 Supplemental Agreement ~ Extension Agreement 0 Project No.: PRLOP-8530-51 (245) Cl County: Richmond Contract ill No, C3165 8-97 -000-0 ITEM CODE I, ' ITEM DESCRIPTION. DELETE OR ADD ITEM tJN1T QUANTITY J?RICE AL'VIO UNT EXPLAL"I"ATIONOF WORK . 668-4300 I STORM SEWER MANHOLE, TP 1 DELETE EA 6,000 $816.04000 ($4,896.24000) ADD EA 7.000 $816,04000 ' - $5,712,28000 I DELETE ($ 0,00000) ADD $ 0.00000 I DELETE ($ 0,00000) ADD $ 0.00000 I DELETE' ($ 0.00000) ADD $ 0.00000 I DELETE ($ 0,00000) ADD $ 0.00000 PAGE SUBTOTAL $ 816.04000 .. Page 30f 6 ,- J!:!l"l-II-98 11 :37A P.05 : n ~ ~ I 1'1 {. l en , '" gJ VI E 1'1 0 ~ <: 1:'1 ~ fTl. 00 x txl .... ~ (.I) ~ -I .... ~ Z ~ @ C'l Cl en c: tj ~ -I -I 0 ~' [T1 ~ ;;0 ~ r ~ ~ ..... ~ ~~ Z W ~' ,.., .. 6~~ I I 0 'It ~tc ~>~ rs O~. C'l ~ 1> "OS ~~~ tD ~tr1tr1 (j ~~tI) ~ -~> ~(') ~~@ ; ~~ti3 <? t1 qtl)~ ~~~ 0 -tr1 '~ , (j . ~~tI) 1> . ~ VI ~ ~ ~ V) ........ 2~~ "U -f W ;r: .. .9 n I JT1 0 0 ~CIl X Z ~ ...... n CI) -I ~ ...... . Z fTl C\ . " C\ l'\) ~ C . -I V' '-I .M ;;0 ....... r ...... z (TJ ?o-~ e 4 of-- ro P.06 Jun-11-9a 11:37A II I : I ... /~ . " .. 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