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Home My WebLink AboutGeorgia Department of Transportation (2) Augusta Richmond GA DOCUMENT NAME: Gtu'f'O] I. 6... t:::::er,c-('~ + 0 P .jh-- Y"\S~~+-'OM DOCUMENTTYPE: Lbt/l c(r{{cl YEAR: /qq& BOX NUMBER: FILE NUMBER: } d-lo (a S NUMBER OF PAGES: Lf { '\ T i l' GEORGIA DEPARTMENT OF TRANSPORTATION NOTICE TO PROCEED PROJECT NUMBER: PRLOP-40-1(245) C1 A-erL,-, (/ COUNTY: RICHMOND CONSTRUCTION AUTHORIZATION: DISTRICT 2 .----,~- EFFECTIVE DATE: MAY 7,1996 CONTRAC;:T ID. NO.: C-31654-960-0 CONTRACT WITH: RICHMOND COUNTY ALEX L. DOBBS STA TE TRANSPORTATION OFFICE ENGINEER ., ? r -r. I Dj~TE CONStRUCTION ~UTHORIZEO DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA MAY 0 71996 CONTRACT DO NOT UNSTAPLE THIS BOOKLET....ENTER ALL REQUIRED INFORMATION ---------------------------- EITHER BY HAND OR BY STAMP. DATE OF OPENING NONE CALL ORDER CONTRACT ID : C-31654,960-0 PCN PROJECTS AND CONTRACT 3290897-CI-000-0 PRLOP-40-1(245) Cl COUNTY : RICHMOND CODE: 1-02450 1. RICHMOND COUNTY . ,. , j" i 'f PAGE 1 CONTRACT 10 : C-31654-960-0 1.633 MILES OF DRAINAGE IMPROVEMENTS ON BOYKIN RD. DBE GOAL : 0.0% WBE GOAL : 0.0% SITE CONTRACT TIME LIQUIDATED DAMAGES ... 00 NONE COMPLETE CONTRACT $ 0.00 -= i' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE [ 03/27/96 PAGE 2 CT ID : C-31654-960-0 PROJECT(S) : 3290897-CI-000-0 PRLOP-40-1(245) C1 LINEI NO I I ITEM DESCRIPTION APPROX. QUANTITY AND UNITS I UNIT PRICE I BID AMOUNT 1----------------1------------- I DOLLARS I CTS I DOLLARS ICTS ~ ------------------------------------------------------------------------------- SECTION 0001 ROADWAY 777,096.79 1161-1000 EROSION I I I 00051cONTROL - I LUMP I LUMP I 929.40 IPRLOP-40-1(245) C1 I I I ------------------------------------------------------------------------------- 1163-2051 CONSTR, MAINT I I 1 0010lAND REMOVE BALED STRAW I 300.0001 1.610001 483.00 IEROSION CHECK ILF 1 I ------------------------------------------------------------------------------- /171-0010 TEMPORARY SILT I 1 I 0015IFENCE, TYPE A I 700.0001' 1.510001 1,057.00 I I LF I I ------------------------------------------------------------------------------- 1207-0203 FOUND BKFILL I I I 00201MATL, TP II I 2,500.0001 20.240001 50,600.00 I ICY I I ------------------------------------------------------------------------------- 1210-0100 GRADING I I I 0025!COMPLETE - ILUMP I LUMP I 123,776.00 IPRLOP-40-1(245) C1 I I I ----------------------------------------------------------------.--------------- 1318-3000 AGGR SURF CRS 1 I I 00301 I 1,000.0001 4.800001 4,800.00 I I TN I I ------------------------------------------------------------------------------- 1402-0016 RECYCLED ASPH I I I 00351cONC H, GP 1 OR 2, INCL I 1,040.0001 19.440001 20,217~60, IBITUM MATL ITN 1 I 1402-0020 RECYCLED ASPH 1 I I 0040lcONC BASE, GP 1 OR 2, I 180.000119.460001 3,502.80 IINCL BITUM MATL ITN I I ------------------------------------------------------------------------------- 1402-1811 RECYCLED ASPH I I I 00451cONC LEVELING, INCL I 470.0001 20.070001 9,432.90 IBITUM MATL ITN I I ------------------------------------------------------------------------------- 1413-1000 BITUM TACK 1 I I 0050lcOAT I 1,100.0001 0.530001 583.00 I, IGL I I ------------------------------------------------------------------------------- -; \ i' ( DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 03/27/96 PAGE 3 CT ID : C-31654-960-0 PROJECT(S) : 3290897-C1-000-0 PRLOP-40-1(245) C1 LINEI ITEM I APPROX. I UNIT PRICE I BID AMOUNT NO I DESCRIPTION I QUANTITY 1----------------1------------- I I AND UNITS I DOLLARS I CTS I DOLLARS ICTS ------------------------------------------------------------------------------- 1436-1000 ASPHALTIC 1 I I 00551 CONCRETE CURB - 4" I 4,000.000 I 3.55000 I 14,200.00 I I LF I I ------------------------------------------------------------------------------- 1441-0204 PLAIN CONC I I I 0060lDITCH PAVING, 4 IN I 400.0001 13.540001 5,416.00 I I SY I I ------------------------------------------------------------------------------- 1441-4020 CONC VALLEY I I I 0065IGUTTER, 6 IN I 50.0001 15.000001 750.00 I I SY I I ------------------------------------------------------------------------------- 1444-1000 SAWED JOINTS I I I 0070lIN EXIST PCC PAVEMENT I 630.0001 2.100001 1,323.00 I 1 LF 1 I ------------------------------------------------------------------------------- 1500-3800 CLASS A I I I 0075 I CONCRETE, INCL REINF I 75.0001 239.170001 17,937.75 I STEEL I CY I . I ------------------------------------------------------------------------------- 1500-9999 CLASS B CONC, I I 1 0080lBASE OR PVMT WIDENING I 165.0001 80.450001 13,274.25 I ICY I I ------------------------------------------------------------------------------- 1550-1150 STORM DRAIN I I I 0085\PIPE, 15 IN, H 1-10 I 50.0001' 20.200001 1,010.00 I I LF I I ------------------------------------------------------------------------------- 1550-1180 STORM DRAIN I I I 00901pIPE, 18 IN, H 1-10 I 1,795.0001 13.810001,,24,788.95 I I LF I I ------------------------------------------------------------------------------- 1550-1240 STORM DRAIN I I I 00951PIPE, 24 IN, H 1-10 I 1,600.0001 16.710001 26,736.00 I ILF I I ------------------------------------------------------------------------------- 1550-1300 STORM DRAIN I I 1 01001pIPE, 30 IN, H 1~10 1 1,450.0001 22.200001 32,190.00 I ILF I I ------------------------------------------------------------------------------- 1550-1360 STORM DRAIN 1 I I 01051PIPE, 36 IN, H 1-10 I 1,580.0001 28.260001 44,650.80 I ' ILF I I ~ ------------------------------------------------------------------------------- i" f DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 03/27/96 PAGE 4 CT 10 : C-31654"-960-0 PROJECT(S) : 3290897-CI-000-0 PRLOP-40-1(245) Cl LINE 1 ITEM I APPROX. 1 UNIT PRICE I BID AMOUNT NO I DESCRTPTION I QUANTITY I----------------I---~--------- llANO UNITS 1 DOLLARS I CTS I DOLLARS ICTS ------------------------------------------------------------------------------- 1550-1420 STORM DRAIN I I 1 01101PIPE, 42 IN, H 1-10 I 720.0001 34.980001 25,185.60 I ILF 1 1 ------------------------------------------------------------------------------- 1550-1480 STORM DRAIN I I I 01151PIPE, 48 IN, H 1-10 I 1,600.0001 51.980001 83,168.pO 1 ILF 1 I ------------------------------------------------------------------------------- 1550-1540 STORM DRAIN 1 1 1 01201pIPE, 54 IN, H 1-10 1 510.0001 48.000001 24,480.00 I I LF I I ------------------------------------------------------------------------------- 1550-1600 STORM DRAIN 1 I 1 01251PIPE, 60 IN, H 1-10 I 92.0001 78.000001 7,176.00 I 1 LF I I ------------------------------------------------------------------------------- /550-1660 STORM DRAIN I I I, 0130/PIPE, 66 IN, H 1-10 I 620.0001 78.000001 48,360.00 I 1 LF I / ------------------------------------------------------------------------------- 1550-1720 STORM DRAIN I I I 01351PIPE, 72 IN, H 1-10 I 470.0001 110.000001 51,700.00 I ' 1 LF 1 I ------------------------------------------------------------------------------- 1550-4224 FLARED END I I 1 0140lSECTION 24 IN, STORM 1 2.0001 240.020001 480.04 I DRAIN 1 EA I I ------------------------------------------------------------------------------- 1550-4418 FLARED END 1 1 I 0145IsECTION, 18 IN, SLOPE 1 1.0001 119.400001 119.40 I DRAIN I EA I I 1576-1018 SLOPE DRAIN I I 1 01501pIPE, 18 IN I 30.0001 11.400001 342.00 I I LF I I ------------------------------------------------------------------------------- 1603-1018 STN PLAIN RIP I 1 I 01551RAP, 18 IN I '1,040.0001 13.840001 14,393.60 1 1 SY 1 I ------------------------------------------------------------------------------- 1603-2997 FILTER BLANKET I I I 01601 1 1,040.0001 26.400001 27,456.00 I I SY 1 1 f [ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA CONTRACT SCHEDULE 03/27/96 PAGE 5 CT ID : C-31654-960-0 PROJECT(S) : 3290897-C1-000-0 PRLOP-40-1(245) C1 LINE I ITEM I APPROX. I UNIT PRICE I BID AMOUNT NO I DESCRIPTION I QUANTITY 1----------------1------------- I I AND UNITS I DOLLARS I CTS I DOLLARS ICTS ------------------------------------------------------------------------------- 1668-1100 CATCH BASIN, I I I 0165 I GP 1 I 44 . 000 I 788 . 2,1000 I 34 , 681. 24 , I lEA I I ------------------------------------------------------------------------------- 1668-1110 CATCH BASIN, I I I 0170lGP 1, ADDL DEPTH I 7.0001 76.350001 534.45 I ILF I I ------------------------------------------------------------------------------- 1668-1200 CATCH BASIN, I I I 01751GP 2 I 17.0001 1,222.070001 20,775.19 I lEA I I ------------------------------------------------------------------------------- /668-1210 CATCH BASIN, I I I 0180/GP 2, ADDL DEPTH I 19.0001 105.840001 2,010.96 I I LF I 1 ------------------------------------------------------------------------------- 1668-2100 DROP INLET, GP I I I 018511 I 4.0001 655.090001 2,620.36 I I EA I I ------------------------------------------------------------------------------- 1668-2205 DROP INLET, GP 1 I I 019012, SPCL DES I 1.0001 2,490.000001 2,490.00 I lEA I I ------------------------------------------------------------------------------- 1668-5000 JUNCTION BOX I I I 01951 1 8.0001 696.150001 5,569.20 I lEA I I ------------------------------------------------------------------------------- 1668-7015 DRAIN INLET, I 1 I 0200/15 IN 1 6.0001 340.530001 2,043.18 I lEA I I ------------------------------------------------------------------------------- 1706-1003 TURF I I I 0205 I ESTABLISHMENT, TP C I 8.0001 591.640001 4,733.12 I lAC I I ------------------------------------------------------------------------------- 1716-1000 EROSION I I I 0210 I CONTROL MATS, WATERWAYS I 8,800.0001 2.400001 21,120.00 I I SY I I ------------------------------------------------------------------------------- ITOTAL BID I I 777,096.79 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 'i i' r THIS AGREEMENT MADE AND ENTERED INTO THIS THE DAY OF MAY 0 6 1996 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: 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 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 THE 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 SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS INCLUDED IN AND MADE A PART OF THIS CONTRACT. (2) IT IS UNDERSTQOD 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 EXPENSE 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 PENALTY illUT A~ 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 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 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 ~HIS 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. .. .. t 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, WHO HAS BEEN DULY AUTHORIZED BY THE COMMISSIONERS OF SAID COUNTY, WHO HAVE HERETO SET THEIR HAND THIS DAY AND YEAR AS SHOWN BELOW. ********************************1***** FED ID NO./IRS NO. .59---;,;o4J7 *************************************** EXECUTED ON BEHALF OF THE DEPARTMENT OF TRANSPORTATXON THIS' EXECUTED ON BEHALF OF ---RICHMOND COUNTY THIS BY: THIS CONTRACT APPROVED Y THE COUNTY COMMISSIONERS AT A ~ 3:JIfr:JJlMtLT Iiiiil{dti~~ 19!M / DATE: WITNESS FOR THE DEPARTMENT OF TRANSPORTATION: JCLm~C\ 1P ~ .fQ.. ~ 0 ~ ~ '.:' \.;.,~. i1'o02 :.~ ~....t :-i/ ~t;.. :::J~ :.\ \ .' '.I # Y;" .00 f~ of) ...CI 'q/i). 0 0..0 .~? ,.~ "oQQ'oo..o.~ ,~~\ G'l?ORGV, _-<>-<:" ~~\\~~'ll..~~"l)> , l DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISIONS 03/27/96 PAGE 1 CT ID: C-31654-960-0 1.633 MILES OF DRAINAGE IMPROVEMENTS ON BOYKIN RD. S.P. SPECIAL PROVISIONS DESCRIPTI~N CODE 107190SP 108178SP 161289SP 300284SP 400287SP 402189SP A93000SP SEC 161 see 201 SEC 208 SEC 210 SEC 500 SEC 603 SEC 805 SEC 813 LEGAL REGULATIONS (ENVIRONMENTAL) COUNTY/CITY CONTRACTS WAIVE, PROGRESS SCHEDULE SOIL EROSION & SEDIMENTATION COUNTY /CITY CONTRACTS WAIVE FINE GRADER ASPHALTIC CONCRETE (COUNTY CONTRACTS, LARP, LAB & AIRPORTS) HOT MIX RECYCLED ASPHALTIC CONCRETE CO. CTS.,LARP & AIRPORT 1993 STANDARD S~ECIFICATIONS EDITORIAL CORRECTIONS CHIEF ENGINEER CONTROL OF SOIL EROSION AND SEDIMENTATION CLEARING AND GRUBBING RIGHT OF WAY EMBANKMENTS GRADING COMPLETE CONCRETE STRUCTURES RIP RAP RIP RAP AND CURBING STONE POND SAND PLANS (3 ), . . . . ... . " ,. ..... J '...; ."J . .. # . .. Revision: Hay 1~ 1994 DEPARTMENT OF TRANSPORTATION STATE O~CEORCIA . . SPECIAL PROVISION SECTION 107 - LECAL REGULATIONS AND RESPONSIBILITY TO 7HE PUBLIC ~ODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS DELETE SUB-SECTION 107.23 AS WRITTEN AND SUBSTITUTE THE FOLLOWING: 107.23 ENVIRONMENTAL CONSIDERATIONS: All environmental considerations and clear8nces shail be the responsibility of the County' or municipality to meet, including the requirements of Section 404 of the Clean Water Act (33'USC 1344). Af:~rJuly 1, 1991. State funded projects must comply with the requirements of Chapter 16 of Title ),2 of the Of:1cial Code (){ Ceorgia Annotated, the Ceo:ogia Environmental PotiC)' Act (CEPA), of 1991. In compliance w,ith GEPA, those p:-ojects for ,.!hich Federal funding is so~ght, and NEPA. cOiD.plianceis accomplished, are exempt fro~ the requirements of GEPA. C~?A requires that environmental documentation be accomplished for County or City projects if more than 50 percent of the total project cost i8 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 Coun':y. The "responsible official of the government agency shall determine if a proposed governmental Act:ion is a proposed governmental action which may significantly adversely affect the quality of the environment". A. THE ~OLL05l1NG PRO.rECTS llOULD NOT SIGNIFICANTLY ADVERSELY AFFECT. THE QUALITY OF THE ENVIRONMENT. Non-land disturbi'\g activities and minor land disturbing activities ",hlch "'ould not be anticipated to significantly adversely affect the quality of the environment include the following Ust. These types of projects funded with state money would not be subject to environmental assessment of any kind. Hearing procedures outlined in CEPA would not be applicable. 1. Minor roadway ~nd non-historic bridge projects. a. Moderniza~ion of an existing high",ay by resurfacing, restoration, rehabil1tation, adding shoulders, widening a single lane or lea.) 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 substanda~d curves and intersections within previously distprbed existing rig~t-of- way. c. Non-historic bridge replacement projects in existing alignment with no detour bridge. ..- .. e. .~.. i . 'r.' 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 veigh stations vithin previously disturbed exisfing right- of vay. S. Construction of bus shelters and bays vithin existi~g right-of-~ay. 6. Temporary replacement of a highway facility vhich is commenced immediately after the occurrence of a natural disaster or catastrophic failure to restore t~e highway.for the health, velfare, and safety of the public. B. THE FOLLOWING PRO.1ECTS KAY NOT SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIRONMENT: For projects which will cause land disturbance and for which there is no anticipation that the project may significantly adversely, affect the qlJality 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 vould include: 1. 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 videning project., vhere there are no significant adverse impacts to historic or archaeological resources, no involvement vith Federally listed threatened, and endangered species and no significantadverae impact to vetlands. 3. Safety and intersection improvement. where there are no .ignificant adverse impact. to historic or archaeological resources. no involvement vith Federally listed threatened and endangered speci!s and no significant adverse impact to vetland.. - 4. Rest area projects and truck weight stations vith no purchase of additional right-of-way. S. New location projects where there are no significant adverse ~mpacts to historic or archaeological resources, no involvement with Federally listed threatened and endangered species and no significant adverse impact to wetlands. -. . a. ~ . t ... -.' ,..-. . 7' .. ! ,- '.~ If studies demonstrate that the project viII not significantly adversely affect the quality of the environment. project files viII be documented. If studies demonstrate that the project may significantly adversely affect the 'quaUty of the envirpnment. development of an environmental effects report (EER) viII be undertaken along vlth full CEPA compliance. . c. THE FOLLOWING PROJECTS KAY SIGNIFICANTLY ADVERSELY AFFECT THE QUALITY OF THE ENVIR.ONMENT. This category of project may include major videning and nev location projects. If such projects result in a Iignif1cant adverse effect. an EER shall be .prepared. D. lER PROCEDURE, CEPA calls for consideration of the "cumulative effect of the proposed government actions on the environment....if a s~rles of proposed government actions are related either geographically ~r as logical parts in a chain of contemplated act lons". Therefore, EER' s for sections of roadways to be widened or built as new location facUities vill include all projects vhich 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 viII consult vith and solicit comments from agencies vhich have jurisdiction by lav, special expertise, or other interest vith respect to environmental impacts. 2. In compliance vi th CEPA the folloving shall be contained in the EER, at a minimum: a. Cover sheet; b. Executive summary; c. Alternatives, including the no-build; d. Relevant e'!vironmental setti,ngi Geology, sol1., vater supply and vet lands. floral fauna, archaeology/history, economic enVironment, energy, cultural resource.. e. The environmental impact of the proposed action of the relevant setting and mitigation measures proposed to avoid or minimize adverse impact; f. Unavoi~able adverse environmental e!fectl. g. Value of short-term uses of the environment and maintenance and enhancement of its long-term value; h. Beneficial aspects, both long' term and short term and its economic advantages and disadvantages; i. Comments of agencies which have jurisdiction by law, special expertise, or other interest with respect to any p.n~lronmental Impact or resource; , .. . ..... .. . n.. . f r "r ..'10 .. . , 3. At least 45 days prior to making a decision as to whether to proceed with the undertaking. publish in the "legal organ of each county in which the proposed governmental ac.tion or any part thereof is to occur notice that an ~nvironmental effects report has been prepared": 4. The County or municipality sh'all send a copy of the EEll 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 w11l be held in each affected county if ~ 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 publi~ hearings. however.] ". Following the public notice period 2.n~/or public hearing a summar)" of the document, comments received an~ recommendation as to whether to. proceed with the action as originally prepared, to proceed with changes. or not to proceed viii be prepared (Notice of Decision). 8.' This deci,sion document. 'When signed by the responsible official. will 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 EEll. and public hearing comments (if any) will be sent to the DE PARtHE NT OF TRANSPORTATION. OFFICE OF ENVIRONMENT AND LOCATION and the DEPARTMENT OF NATURAL RESOURSES. ENVIRONMENTAL PROTE'CTION DIVISION for their files. DEPARTMENT OF TRANSPORTATION .OFFICE OF ENVIRONMENt AND LOCATION . 3993 AVIATION CIRCLE ATLANTA, GEORGIA 30336 DEPARTMENT OF NATURAL llESOURSES ENVIRONMENTAL PROTECTION DIVISiON 205 BUTLEll STREET, SE SUITE 1152 ATLANTA, GEORGIA ,30334 Any mitigation measures identified in the EER viii be incorporated into the, final project plans. Office of State Aid DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 108178SP c FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 , SECTION 108 - PROSECUTION AND PROGRESS MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS FOR THIS PROJECT, THE PROGRESS SCHEDULE REQUIRED BY ARTICLE 108.03, NEED NOT BE SUBMITTED. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 161289SP FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 REVISED: NOVEMBER 6, 1995 SECTION 161 - CONTROL OF SOIL EROSION AND SEDIMENTATION MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS RETAIN AS WRITTEN AND ADD THE FOLLOWING: ALL EROSION CONTROL ITEMS NOT COVERED ELSEWHERE IN THIS CONTRACT 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. . DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 300284SP FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 300 - WAIVE FINE GRADER MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS FOR THIS PROJECT A FINE GRADER AS SPECIFIED IN ARTICLE 300.03.H. WILL NOT BE REQUIRED. 400287SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 400 - HOT MIX ASPHALTIC CONCRETE CONSTRUCTION MODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS 400.05 CONSTRUCTION 400.05.C.4.: 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. 400.05.C.4.a.: SELECTION OF MIX TYPE OF LEVELING AND PATCHING: RETAIN RETAIN AS WRITTEN AND ADD THE FOLLOWING STATEMENT UNDERNEATH TABLE 400.05.C.4.a. WHERE THE SURFACE MIX IS TO BE A SAND ASPHALT, SAND ASPHALT I OR SAND ASPHALT II 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. EITHER OF THE (G) MIXES SHOWN IN SUB-SECTION 828.04 WILL BE ALLOWED WHEREVER ASPHALTIC CONCRETE (G) IS CHOSEN AS THE LEVELING AND/OR PATCHING COURSE. IN ADDITION, WHENEVER ASPHALTIC CONRETE (G) IS DESIG- NATED AS THE SURFACE MIX, EITHER OF THE LISTED (G) MIXES WILL BE ALLOWED, AT THE CONTRACTOR'S DISCRETION. 400.05.D.l.: THICKNESS OF LAYERS: CHANGE THE MINIMUM LAYER THICKNESS FOR H MIX AND G MIX IN TABLE 400.05.C.l AS FOLLOWS: MIX TYPE MINIMUM LAYER THICKNESS H 7/8 IN (85 LBS. SQ YD) 3/4 IN (80 LBS. SQ YD) G 400.05.F.: CONSTRUCTION OF CONTROL STRIP AND DETERMINATION OF TARGET DENSITY: DELETE THIS SUBARTICLE IN ITS ENTIRETY AND ADD THE FOLLOWING: CONSTRUCTION OF CONTROL STRIPS WILL NOT BE REQUIRED AND 96% OF LABOR- ATORY 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 INSURE ADEQUATE COMPACTION. 400.07 ACCEPTANCE PLANS i DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION 400.07.A: DELETE ALL REFERENCES TO PAY ADJUSTMENTS AND PAY FACTORS AND ADD THE FOLLOWING THE AVERAGE OF THE LOT SAMPLES SHALL BE APPLIED TO THE ALLOWABLE TOLERANCE FOR A 1.00 PAY FACTOR AS SHOWN IN TABLE 400.07.A.1 AND 400.07.A.2 AS APPROPRIATE. THESE TOLERANCES WILL BE USED TO CONTROL THE MIX. ANY DEVIATIONS BEYOND THE TOLERANCES WILL REQUIRE THAT A PLANT OR MATERIAL ADJUSTMENT BE MADE IN ORDER TO BRING THE MIXTURE CONTROL. 400.07.B.: 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 400.05.F. ABOVE. 400.07.C.: SURFACE TOLERANCE: DELETE AS WRITTEN AND SUBSTITUTE THE FOLLOWING 1. VISUAL AND STRAIGHTEDGE INSPECTION: ALL PAVING SHALL BE SUBJECT TO VISUAL AND STRAIGHTEDGE INSPECTION DURING CONSTRUCTION OPERATIONS THEREAFTER PRIOR TO FINAL ACCEPTANCE. A TEN FOOT STRAIGHT- EDGE 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 INCH IN TEN FEET FOR'BASE, INTERMEDIATE, AND SURFACE COURSES SHALL BE CORRECTED. IRREGULARITIES SUCH AS RIPPLING, TEARING, OR PULLING WHICH IN THE JUDGE- MENT 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. 400.07.0.: DELETE THIS SUB-SECTION IN ITS ENTIRETY. 400.10. PAYMENT: DELETE THIS SUB-SECTION IN ITS ENTIRETY AND SUBS- TITUTE THE FOLLOWING: 400.10. PAYMENT: HOT MIX ASPHALTIC CONCRETE OF THE VARIOUS TYPES WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON OR SQUARE YARD 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 l DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION ITEM NO. 400. INCH ASPHALTIC CONCRETE (TYPE), (GROUP- BLEND) INCLUDING BITUMINOUS MATERIAL...PER SQ. YD. ITEM NO. 400. ASPHALTIC CONCRETE PATCHING INCLUDING BITUMIMOUS MATERIAL...................PER TON ITEM NO. 400. ASPHALTIC CONCRETE LEVELING INCLUDING BITUMINOUS MATERIAL...................PER TON MATERIALS AND RESEARCH i 402189SP DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION FIRST USE 1993 SPECIFICATIONS JULY 1, 1993 SECTION 402 - HOT MIX RECYCLED ASPHALTIC CONCRETE MIODIFICATION TO THE CURRENT STANDARD SPECIFICATIONS 402.02 MATERIALS: 402.02 C. RECYCLED MIXTURE: DELETE AS WRITTEN AND SUBSTITUTE THE FOLLOWING: 402.02 C. RECYCLED MIXTURE: 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 PAY ITEM DESIGNATION. THE MIXTURE SHALL CONFORM TO AN APPROVED MIXTURE DESIGN MEETING THE REQUIREMENTS OUTLINED IN SECTION 828 EXCEPT 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 PAYMENT: RETAIN AS WRITTEN AND ADD THE FOLLOWING: ITEM NO. 402. RECYCLED ASPHALTIC CONCRETE, ( TYPE, ) (GROUP-BLEND) INCLUDING BITUMINOUS MATERIALS . . . . . . . . . . . . . . . PER TON ITEM NO. 402. RECYCLED ASPHALTIC CONCRETE ( TYPE) , (GROUP-BLEND), INCLUDING BITUMINOUS MATERIALS..............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. I June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 DEPAR'DmNT OF TRANSPORTATION STATE OF GmRGIA SUPPLamNTAL SPECIFICATION MODIFICATION TO 1993 SPECIFICATIONS 1993 STANDARD SPECIFICATIONS EDITORIAL CORRECTIONS PAGE SECTION' CORRECTION 081 109 Sub-Section 109.08.B, Line 11, change reference to GA State Law from "Section 20-1408 of the code of Georgia of 1933" to "Section 13-6-13 of The Official Code of Georgia Annotated." 125 171 171.02 Table. Under Type "C" change tensile strength for warp from 120 to 260. 133 201 201.03 The second, third and fourth paragraphs are out of place and should be moved to Sub-Section 201.02.E.3. 143 206 Change Sub-Section 206.04.A to 206.03.A. 250 400 Add small letter .a.. before SELECTION OF MIX TYPE OF LEVELIOO AND PATCHIOO. 260 400 In Table 400.07 .A.2. line 3 of heading, change the word "Surface" to "Subsurface." 271 402 Paragraph one, line 3, change the word .contracted" to "contacted.. , J In Table 1 under Double Surface Treatment Stone Size 7 and 89, change application rate for first application of RS-2h, CRS-2h, CRS.-3 (CBAE 2 or 3) from · .30-.32. to ".20-.32.. 294 424 294 l 424 In Table 1, delete the Total Stone spread rate of .48-.68 as shown for Double Surface Treatment Stone Size 7 and 89. 1 PAGE SlOCTION 302 427 318 430 328 430 329 430 332 430 356 440 380 & 381 450 384 451 , 387 452 546 520 587 535 589J 535 vi&614 551 643 581 June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 CORRECTION ' In Table I, add Mixture Control Tolerances as follows: Mixture Control Tolerances % Passing 3/8" Sieve % Passing No. 4 Sieve % Passing No. 8 Sieve % Passing No. 50 Sieve % Passing No. 200 Sieve % Residual Asphalt fO% :t6% f5% f4% f3% fO.75% 430.05 .A. 3. In the last line, 31 112 hours + 30 minutes needs to be changed to 24 hours! 15 minutes. 430.04.E.2. The last paragraph on this page should be identified as Sub-Section a. 430.04.E.2 The first paragraph on this page should be identified as Sub-Section b. and the second paragraph as Sub-Section c. 430.04.H.2. The reference to 430.04.1 in the third' line should be 430.04.H. 440.06.B.2. The formula in this specification should be modified by changing! .18R to + .18R. Change specification reference from Section 610 to 609. Change specification reference from Section 610 to 609. Change specification reference from Section 610 to 609. 520.03.B.l. - last sentence change .charges. to .charts. 535.03.0. change the term "snooper tuk" to "snooper truck. " Table for Ordinary Exposure and Heavy Exposure. Change paint numbers as follows: 10 to lA 2E to 2A 3F to 3B Title - change the word "Pipe" to "pile" Change Sub-Section number 518.17 to 581.17. 2 "r. PAGE SEX:TION 711 636 713 636 714 636 720 637 736 641 739 643 760 653 762 653 762 653 765 654 765 654 766 654 767 655 820J 682 868 703 890 800 899 805 June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 CORREX:TION 636.02 Line 1, change the word "Meets" to "Meets" 636.03.E. paragraphs two through five should be mo~ed to Sub-Section 636.03.C. 636.03. E. paragraphs six and seven should be moved to Sub-Section 636.03.B. 637.02 .G.2. NONMETALLIC CONDUIT - change reference from "Federal Specification W-C-1094" to reference "Sub-Section 923.03. " 641.02 Materials - change reference to Sub-Section 859.05 to 859.04. 643.03.B.1. CHAIN LINK FENCE - change "grate" to "gate." 653.02.C.l.e. - change "GRADUATION" to "GRADATION." 653.03.B.1. in paragraph five, the word "consruction. should be "construction.. 653.03.B. next to the last line sixth paragraph .17 pounds" should be .14 pounds.. 654.04 in Paragraph 1 Line 9 the word .condtions. should be "conditions.. ~54.04 in Paragraph 2 the word "adhesvie" should be "adhesive.. 654.04 in Paragraph 7 the word "manufactuerer's" should be .manufacturer's." 655.03 CONSTRUCTION - reference to "Sub-Section 654.03" should be changed to .Sub-Section 654.04.. Under Sub-Section 682.03 add a CODma between the words Construction and Measurement. Specification Title - change the word .Three. to.Tree. 800.01.A.3.d. - second line .aminimum. should be .a minimum. · 80S.01.A. - TYPE 1 second line .value. should be .volume.. 3 . PAGE SECTION 902 810 908 815 935 833 947 843 951 847 976 862 1036 893 1036 894 1038 894 1041 911 1044 911 1052 913 ' J, 11 0 8 INDEX 'l June 8, 1993 First Use: July 1, 1993 Revised: December 9, 1993 CORRlOCTION 810.01.A.Class III First paragraph eighth line No.20 should be changed to No. 10. 815'.01 Method of test - last line "Equipment" should be " EquivalenL " 833.06 Table - "Movement Capability & Adhesive" should be "Movement Capability & Adhesion." 843.03 Paragraph 1 Line 5 remove, "both with the requirements of AASHTO: M 86, Table 1, Class 1,." 847.05.A. "AWWA C 20" should be "AWWA C 202." 862.02.A. Quality - reference to "Sub-section 859.05" should be changed to "Sub-section 859.04." 893.09.C. last "chemicals." paragraph "chemials" change to 894.01.B.2. - fifth line DallyD should be Dalloy. 894.05.F. third line should read "being replaced or the existing fence as applicable." 911.01.C.4. Should read: "Bolt holes may be punched or drilled and shall be 3/8-inch in diameter and spaced 1-inch center to center (f 1/32-inch) beginning 1 inch from the top and extending the full length of the post for Types II, III, and IV and extending a minimum of eighteen inches for Type I. Field punched holes will not be permitted. " 911.05 Wood Sign Posts - reference to Sub-Section 859.05 should be changed to Sub-Section 859.04. 913.01 Table III, change "TYPE II" to "TYPE III." Add "Indentation Rumble Strips" . . . page 391 Office of Materials and Research 4 April 14, 1994 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL PROVISION MODIFICATION OF THE STANDARD SPECIFICATIONS, 1993 EDmON NOTICE Retain the Notice above as written on page ii, and add the following: All references to State Highway Engineer mean, and shall be deemed to mean, Chief Engineer. ,J Engineering Services July 10, 1995 DEPARTMENT OF TRANSPORTATION State of Georgia SUPPLEMENTAL SPECIFICATION Modification.to the Standard Specifications, 1993 Edition '-v SECTION 161- CONTROL OF SOIL EROSION AND SEDIMENTATION Modify as follows: Delete the third paragraph of Sub-Section 161.01 and substitute the following: The erosion control features installed by the contractor shall be effectively maintained by the , contractor to contain erosion and sediment within the limits of the rIghts of way and to control the discharges of stonn-water from disturbed areas so, that all local, state, and federal requirements on water quality are met. Water Quality testing will be done by the Department' Retain the existing Sub-Section 161.04 and add the following after 161.04.D: E. Schedule for payment of lump swn Erosion Control, including temporary grass and mulch items. Delete Sub-Section 161.06 and substitute the following: 161.06 MEASUREMENT: Control of Soil Erosion and Sedimentation will not be measured separately for payment 161.07 PAYMENT A When no pay item is shown in the Contract, all of the requirements of Section 161 and the Erosion Control Plan shall be in full effect The cost of complying with these requirements and the cost of Temporary Grass and Temporary Mulch will not be paid for separately, but shall be included in the overall bid submitted. B. When listed as a pay item in the Contract, payment will be made at the Lump Sum price bid, which payment shall be full compensation for Control of Soil Erosion and Sedimentation including temporary grass, temporary mulch and other work-described under Section 163, on the Plans and on the Standards that is not paid for' separately. Payment will be made according to the Approved Erosion Control Schedule as set forth in Section 161.04.E., not to exceed 100 (%) percent of the lump sum price bid. Payment will be made under: .. DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION , , SECTION 201-CLEARING AND GRUBBING RIGHT OF WAY Revised: September 16, 1993 First Use: October 22,1993 Mociliication of the Standard Specifications, 1993 Edition Retain Section 201 Clearing and Grubbing Right of Way as written, except as follows: Delete the first sentence of second paragraph of Sub-Section 201. 02.E.2 and substitute the following: When the Right of Way, or any portion thereof, lies within an area where burning is restricted by a Federal, State, or local code, it shall be the responsibility of the Contractor to abide by such code. Delete Sub-Section 201.02.E.3., and substitute the following: 3. Solid Waste Material: All solid waste material shall either be placed in embankment, provided such material is satisfactory for embankment construction, or deposited in an approved solid waste disposal site. The classification of non.regulated and regulated solid waste materiBIs are defined by the Environmental Protection Division (EPD) of the Georgia Department of natural Resources (GDNR) rules and regulations. The disposition of these materials shall be in accordance with the following procedures. a. Non.regulated Solid Waste Material: (1) Excess material defined as soil, rock, brick, concrete with and without reinforcement ,and cured asphalt may be placed within the Right of Way, proVided there is available room. These materials shall be 'placed in accordance with Section 208 and as directed by the Engineer. (2) Common fill defined as soil, rock, brick, concrete with and without reinforcement, may be placed outside the Right of Way, provided the material is placed in uniform layers not over three feet thick and distributed to avoid pockets. Voids shall be filled With finer material. The last layer of fill shall be covered with a minimum of two feet of soil. The fill shall be constructed in accordance with Section 208, except it shall be compacted to at least 90% of the maximum laboratory dry density. (3) Materials that may be recycled or reused such as asphaltic concrete, Portland cement concrete, plastic, metal; and other materials that qualify under EPD rules and regulations maybe reclaimed for sale or use by the Contractor. b. Regulated Material (1) Inert waste defined as organic debris such as stumps, limbs and leaves, cured asphalt disposed off the RJW, and items listed in 3.a.(2) aQave if not properly layered and compacted require an inerl landfill permit for disposal in accordance with GDNRlEnvironmental Protection Division (EPD) rules, or, the material must be taken to a permitted solid waste landfill. (2) Other construction/demolition and non-hazardous solid waste not specifically listed as non.regulated or regulated inert waste, such as forms, barrels, plastic, and other by- products of construction must be taken to a' construCtion/demolition landfill or a municipal solid waste landfill, whichever is appropriate. t DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA (3) Oils, solvents, fuels, untreated lead paint residue and other solid waste classified as hazardous waste shall be disposed of through a properly licensed hazardous waste disposal facility. . The cost of disposal of such waste shall,be included in the bid price of other pay items. Removal of municipal solid waste discovered during construction or shown on the Plans shall be in accordance with Section 215. Delete Sub-Section 201.03 as written and substitute the following: 201.03 MEASUREMENT: Clearing and Grubbing will not be measured separately for payment. The area will be considered as the full Right of Way, width for the length of the Project including all slope and construction easement areas shown on the Plans. 'i' DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION SECTION 208-EMBANKMENTS Modification of the Standard Specifications, 1993 Edition August 27, 1993 First Use: December 17,1993 Retain Sub-Section 208.02 as written and add the following: 208.02.E. POND SAND EMBANKMENT: Pond sand meeting the requirements of Section 813 of the Standard Specifications may be used as embankment material subject to the following limitations: 1. Approval of pond sand will be on a stockpile basis only. 2. Pond sand will not be approved for Type I or Normal Backfill materials, or backfill for mechanically stabilized walls. 3. Pond sand, when used as fill, shall be encapsulated with two feet of soil on the slopes and three feet of soil on top. 4. Use of pond sand is further restricted from sidehill fills or fill widenings where any of the following conditions exist: a. The proposed fill slope is steeper than 2:1. b. The thickness of the proposed fill, as measured perpendicularly from the new fill line to the existing ground slope/fill slope, is less than seven feet (including two feet of soil cover) at its least thickness. c. The fill height exceeds thirty feet. " . . September 23, 1993 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION Modification of the Standard Specifications, 1993 Edition SECTION 210 - GRADING COMPLETE Project Number: fl2..Lo'i> to -I (2.451 ' Delete Section 210 as written and SUbStitu~ollOwing: 210.01 210.02 210.03 DESCRIPTION: This Work shall consist of the excavation of all materials of whatever nature including undesirable material (removal and replacement) and borrow if required; all necessary hauling; formation of embankments; shoulder construction; subgrade construction; ditch excavation; finishing and dressing and disposal of any undesirable or surplus material. It shall include all necessary clearing and grubbing, in accordance with Sections 201 and 202, required to complete the Work unless these items have been established as pay items in the ,contract. It shall also include the removal and disposal of miscellaneous roadway items, including but not limited to curbs, drainage structures and pavements, unless established as separate contract items. The completed grading work shall conform to the horizontal and vertical alignment and typical cross sections shown on the Plans or as directed by the Engineer. ,MA TERIALS: The materials required for the grading construction shall conform to the requirements of the applicable portions of Sections 204, 205, 206, 207, 208, and 209. CONSTRUCTION: Construction shall be in accordance with the appropriate portions of Sections 201, 202, 204,205, 206, 207, 208, and 209 of the Standard Specifications. The Work shall be accomplished using equipment approved by the Engineer, which will not damage base, pavement or other appurtenances to be retained. Prior to placing any base material, the subgrade shall be finished in accordance with Sub-Section 209.03. ~ !- ~ ~" When the Engineer determines that the existing material in areas where fIlls are to be placed is undesirable, the Engineer may require the Contractor to remove the undesirable material and replace it with suitable material. Replacement materials shall be compacted in accordance with the applicable portions of Section 208. In cut areas, where the material below the template line is undesirable for sub grade or shoulders, it shall be undercut to a depth established by the Engineer and replaced with suitable material. Replacement materials shall be compacted as specified herein. "i, " 210.04 MEASUREMENT: A. GRADING COMPLETE: The Work under this item will not be measured separately for payment. B. GRADING PER MILE: The Work under this item will be measured in linear miles along the centerline of the road or the median, including ramps, when shown on the Plans. ' C. UNDERCUT EXCAVATION: For undercut excavation directed by the Engineer and not addressed in the Plans, the quantity for payment will be the product of the length, width, and depth of excavation. Replacement material will not be measured for payment. For undercut excavation required by the plans, there will be no separate measurement for payment. 210.05 PAYMENT: A. GRADING COMPLETE: Payment for this item, completed and accepted, will be made at the Lump Sum Price bid which payment shall be full compensation for all work and materials specified in this Section. B. GRADING PER MILE: Payment for this item will be made at the contract unit price per Linear Mile complete in place and accepted, which price shall be full compensation for furnishing and performing the work specified in this Section. C. UNDERCUT EXCAVATION: Payment for undercut of areas not shown in the Plans and when directed by the Engineer will be made at the rate of $4.00 per Cubic Yard for quantities up to 1000 Cubic Yards will be considered Extra Work as defined in Sub-Section 109.05 of the current Specifications and will be paid for accordingly. Payment shall be full compensation for excavating and disposal of undesirable material, and supplying, placing and compacting replacement material. Payment will be made under: Item No. 210, Grading Complete, . . . . . . . . . . . . . . Lump Sum Item No. 210, Grading Per Mile. . . . . . . . . . . . . . . per Linear Mile Item No. 210, Undercut Excavation. . . . . . . . . . . . . .per Cubic Yard ...,.~ '~..:<<' ~..,. . "' . f' ... Revised: S~pternber 30, 1994 . r DEPAImmNT OF TRANSPORTATION 'STATE OF GEORGIA SUPPLEHENTAL SPECIFICATION Kodification of the Standard Specifications. 1993 Edition SECTION 500 - CONCRETE STRUCTURES Retain Section 500 as written except as follows: Add the following to Sub-section 500.02: , Granulated Iron Blast-Furnace Slag..................................... .831.03.B Add the following to Sub-section 500.03.B.5 just before the Concrete Mix Table: 5. GRANULATED IRON BLAST-FURNACE SLAG: When l1igh-early strengths are not desired, Granulated, Iron Blast-Furnace Slag may be used as a partial replacement for Portland Cement in all concrete, provided the following limits are met: a. The quantity of cement replaced shall be no more than 50% by weight. b. Cement shall be replaced by slag at the rate of 1.0 pound of slag to 1.0 pound of cement. c. The slag mix shall conform to the provisions of Sub-sections 500.03 and 500.04. ' d. Water-cement ratio shall be calculated based on the total cementious material in the mix including Granulated Iron-Blast Furnace Slag. e. Type IP 'cement or fly ash will not be permitted in slag mixes. Change Note 1, just after the 'Concrete Mix Table in Sub-section 500.03 to read as follows: 1. Portland Cement may be partially replaced with fly ash as provided in Sub-section SOO.03.B.4 or with Granulated Iron Blast-Furnace Slag as provided in Sub-section SOO.03.B.S. n~~~~" ~~ u~~__:_,_ __~ ~______~ '. - .. . Revised: ' October 20. 1993 'First Use: December 17, 1993 ..-- .. ..- . .. ._--. ... -..-.-.... ... , . 00" DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION '" ,II)DIFICATION OF THE STANDARD SPECIFICATIONS. 1993 EDITION SECTION 603 - ~IP RAP \ Retain Sub-Section 603.03.8.2 as written and add the following: J. Recycled concrete meeting the requirements of Sub-Section 805.01 may be used in lieu of stone when shown on the Plans or approved by the Engineer. The vse of recycled concrete will be limited to materials that do not contain any steel after processing. In addition, recycled concrete will not be permitted in aesthetically sensitive areas. ,- r' . Office of Materials and Research '. . . , ~ '; DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA \ '. SUPPLEMENTAL SPECifiCATION . SECTION 80~IP RAP AND CURBING STONE September 1,1993 Revised: November 8, 1993 First Use: December 17, 1993 Modification of the Standard Specifications, 1993 Edition Delete Sub-Section 805.01 and substitute the following: 805.01 RI P RAP: All stone for Rip Rap shall consist of sound durable pieces of rock meeting the following aggregate quality requirements: ' A!!l!re~ate Qualitv Abrasion Loss "B" Grading Soundness Loss Flat and Slabby Pieces Oength five times greater than the average thickness) Weathered and/or Decomposed Pieces and Shale 65% Maximum 15% Maximum 5% Maximum 5% Maximum In addition, stone for Stone Dumped Rip Rap and Stone for Plain Rip Rap shall meet the following gradation requirements: A. STONE DUMPED RIP RAP Gradation Type 1: For Severe Drainage Conditions or Moderate Wave Action: Size By Volume Approx. Weight Percent Smaller Than 4.2 Cu. Ft. 1.8 Cu. Ft. 0.8 Cu. Ft. 700 lb. 300 lb. 125 lb. 100% 50% - 90% 20% - 65% Zero (0) to fifteen (15) percent of the Rip Rap shall pass a four inch square opening sieve. Type 3: For General Use Normal Drainage Conditions: , Size By Volume Approx. Weight Percent Smaller Than 1.0 Cu. Ft. .10 Cu. Ft. 165 lb. 15 lb. 100% 10 - 65% Zero (0) to fifteen (15) percent of the Rip Rap shall pass a two inch square opening sieve. 1 t } . . ! . DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA B. STONE FOR PLAIN RIP RAP: Stone for plain rip rap shall be clean and essentially free of rock dust and fines. The material shall be processed such that the largest pieces have a volume of not more than 2 cubic feet and not more than 10% of the total weight of rip rap shall consist of spalls passing a 5 inch sieve. C. TESTS: Methods of testS shall be in accordance with the following:' : Percent Wear Petrographic Analysis Rip Rap Size Soundness (Magnesium Sulfate) AASHTO: ASTM: GDT: AASHTO: '1'96 C295 64 T104 2 1 - "t DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SUPPLEMENTAL SPECIFICATION SECTION 813-POND SAND August 27,1993 First Use: December 17,1993 Addition to the Standard Specifications, 1993 Edition 813.01 POND SAND: Pond sand shall consist exclusively of granular crushed stone fines that are relatively free of silt balls and shall conform to the following requirements: A. Physical Properties: GRADATION SIEVE %PASSING 4" 1 1/2 No. 200 Maximum Dry Density Volume Change 100 90-100 0-35 90 1h'F'J'3 (minimum) 0-25 percent B. Methods of Tests: Gradation Maximum Dry Density Volume Change GDT4 GDT7or67 GDT6, 1 , , ... PROJECT NUMBER: /-oP PR40- \ (245) RICHMOND DESCRIPTION: BOYKIN ROAD DRAINAGE IMPROVEMENTS NOTE: CONSTRUCTION PLANS ARE AVAILABLE FOR THIS PROJECT WHICH INCLUDE TYPICAL SECTIONS AND ALL PERTINENT DATA. PLANS PREPARED BY: W. R. TOOLE ENGINEERS, INC. ON JULY 12, 1995 NOTE: The Department of Transportati~n's participation in constructing this project is limited to the items set up for payment under this contract. All work not covered by this contract will be in accordance with plans prepared by/-iM' W. K ~e.1 o4l.. Eo:;. ::t:'Nc. dated -:rILly rz.,m(. Any items or work required by these plans and not covered by this contract will be the responsibility of the county at no cost to the Department of Transportation. ~ . 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