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Home My WebLink AboutGeorgia Department of Trasportation Augusta Richmond OA DOCUMENT NAME: CjeD'(Cj\Q &\Jt. o\-t-(Qf)StD'(~--t\Df\ DOCUMENT TYPE: YEAR:~ BOX NUMBER: ()~ FILE NUMBER: \ ~dl.\C\ NUMBER OF PAGES: c9l ( I.' ~((5~ GEORGIA DEPARTMENT OF TRANSPORTATION NOTICE TO PROCEED PROJECT NUMBER: PRLOP-8530-49(245) C1 COUNTY: RICHMOND CONSTRUCTION AUTHORIZATION: DISTRICT 2 EFFEGTIVE DATE: SEPTEMBER 19,1997 CONTRACT ID. NO.: C31651-97 -000-0 CONTRACT WITH: CITY OF AUGUSTA DATE CONTRACT EXECUTED: SEPTEMBER 19, 1997 ALEX L. DOBBS STATE TRANSPORTATION OFFICE ENGINEER / t l' l' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA p"'~',~,",".".". i ~T~~T""HNSTO ~UCrIO~ . . RIlED' SEP 1:9199t . ~ 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 : C31651-97-000-0 PCN . PROJECTS AND CONTRACT NO. 3290988C10000 PRLOP-8530-49 (245) C1 COUNTY : RICHMOND CODE: 5AU230 1. CITY OF AUGUSTA 'ctTYCONTRACT i q\ \~\ \1\ J : I ~ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT ID : C31651-97-000-0 . 0.861 MILE OF DRAINAGE IMPROVEMENTS AND PLANT MIX RESURFACING ON VARIOUS STREETS IN AUGUSTA. . ---------------------------------------------------------------------- SITE CONTRACT TIME LIQUIDATED DAMAGES ---------------------------------------------------------------------- 00 COMPLETE CONTRACT NONE .. t- DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 06/23/97 3 CONTRACT ID:' C31651-97-000-0 PROJECT(S),: 3290988C10000 PRLOP-8530-49 (245) C1 ------------------------------------------------------------------------------- -; LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS 'I CTS ,DOLLARS I CTS ------------------------------------------------------------------------------- SECTION 0001 ROADWAY 402,429.93 -------------------------------------------------------------------------------- 207-0203 FOUND BKFILL 0005 MATL, TP II 1,959.000 19.95000 39,082.05 CY ------------------------------------------------------------------------------- 402-0113 RECYCLED ASPH 0010 CONC E, GP 1 OR 2, INCL BITUM MATL & H LIME TN 2,020.000 18.97000 3 8 , 3,19 . 40 ------------------------------------------------------------------------------- 402-0120 'RECYCLED ASPH 0015 CONC BASE, GP 1 OR 2, INCL BITUM MATL & H LIME TN 800.000 19.27000 15,416.00 ------------------------------------------------------------------------------- 402-1812 RECYCLED ASPH 0020 CONC LEVELING, INCL BITUM MATL & H LIME TN 671.000 22.73000 15,251.83 ------------------------------------------------------------------------------- 413-1000 BITUM TACK COAT 0025 1,864.000 0.51000 950.64 GL ------------------------------------------------------------------------------- 432-5010 MILL ASPH CONC 0030 PVMT, VARIABLE DEPTH 25,600.000 1. 05000 26,880.00 SY ------------------------------------------------------------------------------- 441-0016 DRIVEWAY 0035 CONCRETE, 6 IN TK 200.000 15.91000 3,182.00 BY ------------------------------------------------------------------------------- 441-0104 CONC SIDEWALK, 0040 4 IN 712.000 7.50000 5,340.00 SY ------------------------------------------------------------------------------- 441-6022 CONC CURB & 0045 GUTTER, 6 IN X 30 IN, TP 2 LF 3,405.000 4.21000 14,335.05 ------------------------------------------------------------------------------- 444-1000 SAWED JOINTS 0050 IN EXIST PAVEMENTS - PCC 9,000.000 2.18000 19,620.00 LF ----------------------------------.--------------------------------------------- ~ " ~ DEPARTMENT OF TRANSPORTATION STATE OF" GEORGIA CONTRACT SCHEDULE DATE PAGE 06/23/97 4 CONTRACT ID: C31651-97-000-0 PROJECT(S) : 3290988C10000 PRLOP-8530-49(245) C1 -:; LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT . . ---------------- -------------- . DOLLARS.. I. CTS DOLLARS ICTS 500-3200 CLASS B 0055 CONCRETE 46.000 235.75000 10,844.50 CY -------------------------------------"------------------------------------------ 500-3800 CLASS A 0060 CONCRETE, INCL REINF STEEL 5.000 312.76000 1,563.80 CY ------------------------------------------------------------------------------- 550-1120 STORM DRAIN 0065 PIPE, 12 IN, H 1-10 132.000 20.30000 2,679.60 LF ------------------------------------------------------------------------------- 550-1180 STORM DRAIN 0070 PIPE, 18 IN, H 1-10 1,315.000 19.94000 26,221.10 LF -------------------------------------------------------------------------~----- 550-1181 STORM DRAIN 0075 PIPE, 18 IN,H 10~15 129.000 18.60000 2,399.40 LF ------------------------------------------------------------------------------- 550-1240 STORM DRAIN 0080 PIPE, 24 IN, H 1-10 268.000. 18.71000 5,014.28 LF ------------------------------------------------------------------------------- 550-1241 STORM DRAIN 0085 PIPE, 24 IN, H 10-15 547.000 16.20000 8,861.40 LF ------------------------------------------------------------------------------- 550-1360 STORM DRAIN 0090 PIPE, 36 IN, H 1-10 805.000 28.66000 23,071.30 LF ------------------------------------------------------------------------------- 550-1420 STORM DRAIN 0095 PIPE, 42 IN, H 1-10 370.000 58.80000 21,756.00 LF -------------------------------------------------------------------------------- 550-1421 STORM DRAIN . 0100 PIPE, 42 IN, H 10-15 255.000 86.40000 22,032.00 LF -------~------------------------------~---------------------------------------- 550-1480 STORM DRAIN 0105 PIPE, 48 IN, H 1-10 85.000 48.00000 4,080.00 LF --------------------------------------------------------------~---------------- jI DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 06/23/97 5 CONTRACT ID: C31651-97-000-0 PROJECT(S) : 3290988C10000 PRLOp":"853 0-49 (245) C1 -. . , ------------------------------------------------------------------------------- ~ LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARS ICTS ------------------------------------------------------------------------------- 550-1481 STORM DRAIN 0110 PIPE, 48 IN, H 10-15 570.000 51.00000 29,070.00 LF ------------------------------------------------------------------------------- 550-1482 STORM DRAIN 0115 PIPE, 48 IN, H 15-20 160.000 59.85000 9,576.00 LF ------------------------------------------------------------------------------- 603-1018 STN PLAIN RIP 0120 RAP, 18 IN 50.000 25.12000 1,256.00 SY ------------------------------------------------------------------------------- 611-3000 RECONSTR CATCH 0125 BASIN, GROUP 1 , 18.000 580.50000 10,449.00 EA ------------------------------------------------------------------------------- 611-3002 RECONSTR CATCH 0130 BASIN, GROUP 2 1. 000 718.50000 718.50 EA ------------------------------------------------------------------------------- 611-3010 RECONSTR DROP 0135 INLET, GROUP 1 2.000 795.00000 1,590.00 EA ------------------------------------------------------------------------------- 611-3100 RECONSTR 0140 JUNCTION BOX 4.000 750.00000 3,000.00 EA ------------------------------------------------------------------------------- 653-0110 THERMOPLASTIC 0145 PVMT MARKING, ARROW,TP 1 6..000 26.90000 161.40 EA ------------------------------------------------------------------------------- 653-0120 THERMOPLASTIC 0150 PVMT MARKING, ARROW, TP 2 10.000 30.84000 308.40 EA ------------------------------------------------------------------------------- 653-0130 THERMOPLASTIC 0155 PVMT MARKING, ARROW, TP 3 4.000 50.32000 201.28 EA ------------------------------------------------------------------------------- 653-0291 THERMOPLASTIC 0160 PVMT MARKING, WORDS, TP 10 10.000 216.50000 2,165.00 EA ------------------------------------------------------------------------------- " f DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE DATE PAGE 06/23/97 6 CONTRACT ID: C31651-97-000-0 PROJECT(S) : 3290988C10000 PRLOP-8530-49 (245) C1' ------------------------------------------------------------------------------- LINE NO ITEM DESCRIPTION APPROX. QUANTITY AND UNITS UNIT PRICE BID AMOUNT DOLLARS I CTS DOLLARSlcTS ------------------------------------------------------------------------------- 653-1501 THERMOPLASTIC 0165 SOLID TRAF STRIPE, 5 IN, WHITE LF 1,900.000 0.12000 228.00 ------------------------------------------------------------------------------- 653-1502 THERMOPLASTIC 0170 SOLID TRAF STRIPE, 5 IN, YELLOW . LF 1,600.000 0.12000 192.00 ------------------------------------------------------------------------------- 653-1604 THERMOPLASTIC 0175 SOLID TRAF STRIPE, 18 IN, WHITE LF 210.000 1.42000 298.20 ------------------------------------------------------------------------------- 653-3501 THERMOPLASTIC 0180 SKIP TRAF STRIPE, 5 IN', WHITE 6,800.000 0.05000 340.00 GLF ------------------------------------------------------------------------------- 668-1100 CATCH BASIN, 0185 GP 1 11. 000 1",024.85000 11,273.35 EA ------------------------------------------------------------------------------- 668-4300 STORM SEWER 0190 MANHOLE, TP 1 13.000 816.04000 10,608.52 EA ------------------------------------------------------------------------------- 668-4311 STORM SEWER 0195 MANHOLE, TP 1, ADDL DEPTH, CL 1 13.600 94.28000 1,282.21 LF ------------------------------------------------------------------------------- 668-4312 STORM SEWER 0200 MANHOLE, TP 1, ADDL DEPTH, CL 2 24.800 120.01000 2,976.25 LF ------------------------------------------------------------------------------- 668-4400 STORM SEWER 0205 MANHOLE, TP 2 5.000 1,211. 74000 6,058.70 EA ----------~-----------------------------------------------------~-------------- 668-4411 STORM SEWER 0210 MANHOLE, TP 2, ADDL DEPTH, CL 1 3.100 122.00000 378.20 LF ------------------------------------------------------------------------------- 668-4412 STORM SEWER 0215 MANHOLE, TP 2, ADDL DEPTH, CL 2 21.200 160.31000 3,398.57 LF --------~---------------------------------------------------------------------- ITOTAL BID 402,429.93 =============================================================================== '.' . THIR. AGREEMENT MADE AND ENTERED INTO THIS THElqDAY OF ,'~ 19 '17 BY AND BETWEEN THE DEPARTMENT OF TRANSPORTATION PARTY OF HE FIRST PART (HEREINAFTER CALLED THE DEPARTMENT) AND THE ' CITY COUNCIL OF THE CITY OF~~~AUGUSTA (HEREINAFTER CALLED THE CITY) WHO HAVE BEEN DULY AUTHORIZED TO EXECUTE THIS AGREEMENT: WITNESSETH: WHEREAS, THE DEPARTMENT AND THE CITY DESIRE THE IMPROVEMENT AND CONSTRUCTION OF A CERTAIN FACILITY AND THE CITY 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 THIS, 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 CHIEF ENGINEER AND WHICH SAID PLANS AND SPECIFICATIONS 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 1996 SUPPLEMENTAL SPECIFICATION BOOK AND SPECIAL PROVISIONS INCLUDED IN AND MADE A PART OF THIS CONTRACT. (2) IT IS UNDERSTOOD THAT MATERIAL PITS ARE TO BE FURNISHED BY THE CITY 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 THE 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 EXPENSE TO THE DEPARTMENT OF TRANSPORTATION. FOR PURPOSE OF APPLYING PROVISIONS, OF THIS PARAGRAPH, RAILROADS ARE CONSIDERED UNTILITIES. 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 CITY AND 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 CITY, NOT AS A 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 UNDER THE DIRECT SUPERVISION AND TO THE ENTIRE SATISFACTION 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 OR DELAY IN THE PROSECUTION OF THE WORK BY THE CITY SHALL BE FINAL AND CONCLUSIVE. (7) THE CITY 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. 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, RELATING 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 CONTRACTj 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 MAYOR FOR THE CITY, WHO HAS BEEN DULY AUTHORIZED BY THE CITY COUNCIL OF SAID CITY, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. ***************************************** FED ID NO. /IRS NO. sg- to COOS! 3. ***************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATION THIS EXECUTED ON BEHALF OF THE CITY OF AUGUSTA THIS THE 19!1 ~. DATE: q- t3.q-r ~R CITY: -~ THIS CONTRACT APPROVED BY CITY COUNCIL AT A ~TIN~ELD AT L (I 'fll('f;J~WJ~. THE WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: dO [/JUt; c[)at8,e TdF;{~~' 19.12 "i' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DATE: 06/24/97 PAGE: 1 SPECIAL PROVISIONS CONTRACT ID C31651-97-000-0 0.861 MILE OF DRAINAGE IMPROVEMENTS AND PLANT MIX RESURFACING ON VARIOUS STREETS IN AUGUSTA. S.P. CODE ------------------------------------------------------------------------------- SPECIAL PROVISIONS DESCRIPTION ------------------------------------------------------------------------------- 107-1-93-SP 108-1-93-SP 161-2-93-SP 400-2-93-SP 402-1-93-SP A97-0-00-SP A98-0-00-SP A99-0-00- LEGAL REGULATIONS (ENVIRONMENTAL) COUNTY/CITY CONTRACTS WAIVE PROGRESS SCHEDULE SOIL EROSION & SEDIMENTATION (COUNTY/CITY CONTRACTS) ASPHALTIC CONCRETE (COUNTY CONTRACTS) CYCLED ASP LTIC CONCRETE (COUNTY CONTRACTS) " . . I . .. , " . . \, t 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 USC1344). After July 1, 1991, State funded projects mus_t 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 ,,,hich Federal funding is sought, and NEPA compliance is accomplished, are exempt from the requirements ofGEPA. 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 r: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 in GEPA would not be applicable. l~ Minor roadway and non-historic bridge projects. a. Modernization of an existing highway by resurfacing, restoration, rehabilitation. adding shoulders. widening a single lane or less in each direction. and the addition of a median within previously' disturbed existing right-ot-way. b. Addi'ng auxiliary lanes for localized purposes (weaving. climbing, speed changes, etc.). and correcting substandard curves and intersections within previously disturbed existing right-of- way. c. Non-historic bridge replacement projects in existing alignment with no detour bridge. "j '. . ....... ... -. 'j \ \ 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 preyiously 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, '~elfare, and safety of the public. B. THE FOLLOWING PROJECTS MAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY . OF THE ENVIRONMENT: I For projects which will cause land disturbance and for which there is no anticipation that the project may signific.antly adversely affect the quality of the environment, certain studies will be undertaken. These studies would 'serve to document whether or not the County or municipality should anticipate that a project might significantly adversely affect the quality of the environment. Documentation of the studies will be accomplished through he use of the "GEPA Investigation Studies" checklist. The types of project which would fall under the category would include: l~ Bridge replacement project on new location or with a detour bridge, w~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 widening projects, where there are no significant adverse impacts to pistoric or archaeological resources, no involvement with Federally listed threatened and endangered speci~s ~nd no significant adverse impact to wetlands. 3. Safety and intersection improvements where there are no significant adverse impacts to his toric or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. 4. Rest area projects and' truck weight stations with no purchase of additional right-of-way. 5. New location projects where 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. . ... . :- r ~ '. If studies demonstrate that the project will not significantly adversely affect the quality of the environmen~, project files will be documented. If studies demonstrate that the project may significantly adversely affect the quality of the environment, development of an environmental effects report (EER) will be undertaken along with full GEPA compliance. c. THE FOLLOWING PROJECTS MAY SIGNIFICANTLY ADVERSELY AFFECT THE 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 cons;deration 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 environmental 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 minimum: a.Cover sheet; b. Executive summary; c. Alternatives, including the no-build; d. Relevant environmental settingi' Geology, soils, water supply and wetlands, floral fauna, archaeology/history, economic environment, energy, cultural resources; e. The environmental impact of the proposed acti~n of the relevant setting and mitigation measures proposed to avoid or minimize adverse impact; f. Unavoidable adverse environmental effects; g. Value of' 'short-term uses of the en'vironment and maintenance and enhancement of its long-term value; h. Beneficial aspects, both long term and short term and its economic' advantages and disadvantages; 1. Conmu~nts of agencies which have jurisdiction by law, special expertis~, or other interest with respect to any environmental impact or resource; . '"i " ~'- . . ..... . l . . . \ 3. At least 45 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 "l~gal organ of each county governmental action or any part thereof is an environmental effects report has been 4. The County or municipality shall send a copy of the EER and all other comments to the Director, 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 requests are received. [The County or municipality is not relieved of other State legal requirements of publiS hearings, however. ] 7. Following the public notice period and/or public hearing a summary of 'the document, comments received and recommendation 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 decision document. when signed by the responsible official, will be sent to the Director. EPD, an.d 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 publi~ hearing comments (if any) will 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 measures identified 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 SECTION 108 - PROSECUTION AND PROGRESS FOR THIS PROJECT, THE PROGRESS SCHEDULE REQUIRED BY ARTICLE 108.03, ~EED NOT BE SUBMITTED. ". " " 161295SP DEPARTMENT OF TRANSPORTATION STATE:OF GEORGIA SPECIAL ,PROVISION 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 SHALL 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. '. .. Revised June 18, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA. SPECIAL PROVISION (For State Aid Contracts Only) SECTION 400. HOT MIX ASPHALTIC CONCRETE CONSTRUCTION 400.02 MATERIALS: Delete Item H. .andsubstitute the following: H. Bituminous Tack Coat: Asphalt Cement Grade PG 58-22, PG 64-22, PG 67-22 820,0 I 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 828. TABLE 400.05.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.1. THICKNESS OF LAYERS: Change the Minimum Layer Thickness for "H" Mix and "G" Mix in Table 400.05.D. I as follows: MIX TYPE "H" "G" MINIMUM LAYER THICKNESS. 7/8" (85 Lbs./Y d. 2) 3/4" (80 Lbs./Y dh 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 required 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. 400.05.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? or less, density tests will not be required. These courses shall be compacted as follows: . . . . " Revised June 18, 1997 "I. COMPACTION' EQUIPMENT: The compaction equipment must be in good mechanical condition and capable of compacting the mixture. The number, type, size, opera'tion, and condition otthe 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 leas't 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 without 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 roller, 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.1.and add the following: The compaction shall be controlled as prescribed in Subsection 400.05.F. and 400.05.G. above. 400.07.C. SURFACE TOLERANCE: Delete this Subsection and substitute the following: I. . 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 permitted 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 surfaces~ 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-BJend) Including Bituminous Ma'terial...........................................Per Square Yard Item No. 400 Asphaltic Concrete Patching . Including Bituminous Material...........................................Per Ton Item No. 400 Asphaltic Coricrete Leveling Including Bi tuminous Materia!.......... ...... ...........................Per Ton Office of Materials and Research " Revised June 18, 1997 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE 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 at the Contractor's discretion except where noted in the P~y Item designation. The mixture shall conform to an approved mixture design meeting the requirements outlined in Section 828. Where hydrated lime is used, it shall be added at a rate of 1.0 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 P A Yl\1ENT: 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, 1997 DEPARTMENT OF TRANSPORTATION STArE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) 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 materials ("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 AFrER: METIIOD Rolling Thin-Film. , PG PG PG PG Oven AASHTO: TP5 Pressure Aging 58-22 64-22 67-22 76-22 AASHTO: PP-l Rash Point, AASHTO: T-48 . . 2300 C Min. I Viscosity (a), 3Pa-S ASTM D4402 Max. 1350 C (3000CP) Mass Loss (%), Max. . AASHTO: T-240 (b) 0.5 Dynamic Shear, 580 C 640 C 670 C 760 C ~ 1.0 kPa ~ 2,2 kPa G*/sin5, AASHTO: Phase TP5, 10 Rad/Sec Angle S 75 deg. Dissipated Energy, Dynamic Shear, 250C S 5000 kPa G*sin5, AASHTO: TP5, 10 Rad/Sec Creep Stiffness (c), S S 300,000 kPa 60 sec. AASHTO - 120 C m ~ 0;300 TPl Direct Tension, 1.0 mmlmin. AASHTO: - 120 C Report TP3, FaiJure Strain June 18, 1997 820.01 (Continued) 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 Res.earch. 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 State Materials and Research 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 18, 1997 DEPARTMENT OF TRANSPORTATION STArE OF GEORGIA SPECIAL PROVISION (For State Aid Contracts Only) SECTION 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 DESIGNATION METRIC DESIGNA TION Large Stone Mix (LSM) Base B B-Modified E F H G Sand Asphalt I and II Sand Asphalt Base 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 TION 37.5 mm Superpave 25 mm Superpave 19 mm Superpave 19 mm Superpave 125 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 mm PEM 19 mm SMA 12.5 mm SMA 9.5 mm SMA 828.08 RUTTING SUSCEPTmIL~TY 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. 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