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CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

FAYETTE COUNTY ANTEBELLUM WAYCULVERT REPLACEMENT PROJECT

PROJECT NUMBER 17SAI210 ANTEBELLUM WAYFAYETTEVILLE, GA 30215

200-01297-16020

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FAYETTE COUNTY140 STONEWALL AVE WEST, SUITE 203

FAYETTEVILLE, GA

17SAI

1899 POWERS FERRY ROAD SE, SUITE 400

ATLANTA, GEORGIA 30339

TEL: (770) 850-0949 FAX: (770) 850-0950

REFERENCE DATUM: NAD83 GEORGIA STATE PLANE, WEST ZONE, US FOOT

01/19/2018 - ISSUED FOR CONSTRUCTION

VICINITY MAP:

GSWCC LEVEL IICERT. # 0000073529

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INDEX OF DRAWINGSSheet No. Title

GENERALG-000 COVER SHEET

G-001 GENERAL NOTES

G-002 LEGEND AND ABBREVIATIONS

CIVILC-101 EXISTING CONDITIONS

C-102 DEMOLITION PLAN

C-103 SITE PLAN

C-104 GRADING PLAN AND STORM PROFILE

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 EROSION CONTROL DETAILS

C-506 EROSION CONTROL CHECKLIST

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GENERAL NOTES

PROJECT INFORMATION:

1. THE PROJECT SHALL CONSIST OF THE DEMOLITION OF THE EXISTING CMP CULVERTS UNDER ANTEBELLUM WAY AND THEINSTALLATION OF 60 LINEAR FEET OF CULVERTS ALONG WITH THE RELOCATION OF THE EXISTING UTILITIES IN THE AREA.

2. THE ORDER OF MAJOR LAND DISTURBING ACTIVITIES IS INDICATED IN THE ACTIVITY SCHEDULE LOCATED ON SHEET C-505.

3. THE DISTURBED ACREAGE FOR THE PROJECT IS 0.63 ACRES.

4. THE CULVERT REPLACEMENT PROJECT LOCATION IS:N33° 25' 27.65" W84° 25' 05.77"

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET C-101 .

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERINGAND CONSTRUCTION STANDARDS ADOPTED BY FAYETTE COUNTY. WHERE CONFLICTS OR OMISSIONS EXIST, THE FAYETTECOUNTY STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTEDONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER.

3. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TOINSTALLATION.

4. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE FAYETTE COUNTY DEVELOPMENT REGULATIONS, LATESTEDITION, UNLESS OTHERWISE WAIVED.

5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HANDBEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THECONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHERREGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTORBEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND SHALLFURNISH A COPY OF THESE ITEMS TO THE ENGINEER PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLYWITH THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES FURNISHING GAS, WATER, ELECTRICAL,TELEPHONE, OR SEWER SERVICE SO THEY CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDERTO FACILITATE DEMOLITION.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FORREMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THEOWNER.

4. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE, BASE, ANDRETAINING WALLS (INCLUDING THE FOOTERS).

5. THE CONTRACTOR SHALL REMOVE TREES MARKED FOR REMOVAL WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE.TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH THE FAYETTE COUNTY REGULATIONS.

6. THE CONTRACTOR SHALL REMOVE UNSALVAGEABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIATELY AND DISPOSEOF IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

7. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITSREMOVAL. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THEEDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM.

8. THE DEMOLITION SHALL BE PHASED TO PROVIDE 1 LANE OF TRAFFIC AT ALL TIMES.

OTHER UTILITY INFORMATION:

1. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES WHICH MAY HAVE THEIR UTILITIES WITHIN THE CONSTRUCTION AREAS TOLOCATE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION.

2. DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE TWENTY-FIVE (25) FEET ON EACH SIDE OF ANY PERPENDICULARCROSSING OF METALLIC GAS MAINS OR ANY OTHER CATHODICALLY PROTECTED PIPELINE AND FOR LOCATIONS PARALLEL TOAND WITHIN TEN FEET OF METALLIC GAS MAINS OR OTHER CATHODICALLY PROTECTED PIPE AND THROUGH THE AREA OFINFLUENCE OF CATHODIC PROTECTION ANODE BED.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. COMPACT ALL UTILITY TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180)AND TO 95% WITHIN OTHER AREAS.

2. ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AND COMPACTEDTO NO LESS THAN 98% OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).

3. STABILIZED SUBGRADE TO MEET SPECIFIED REQUIREMENTS.

4. ASPHALTIC CONCRETE TO GDOT STANDARD SPECIFICATION (LATEST EDITION) SECTION 916.1 AND FAYETTE COUNTY, WHICHEVERIS GREATER.

5. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

6. ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTED WITH 3000 PSI CONCRETE.

7. ALL ON-SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED WITH SOD (SAME AS SURROUNDING AREA ORBETTER) OR APPROVED EQUAL. CONTRACTOR IS RESPONSIBLE FOR IRRIGATION OF PERMANENT GRASSING.

8. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL THICKNESS "B" CONFORMING TO ASTM C - 76 OR AWWA 302 - 74AND GASKETS SHALL BE IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

9. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPEFOR MITERED END SECTIONS.

10. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORM WATERMANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. THE CONTRACTOR SHALL SUBMIT FORWATER USE PERMITS IF REQUIRED FOR DEWATERING ACTIVITIES.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS NOTES OFTHIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

a. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BEMADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

b. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

c. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENTAGENCY, REGARDLESS OF SIZE.

d. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROMREOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSEDIT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

e. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS WILL BE THE SPILL PREVENTION ANDCLEANUP COORDINATOR.

GENERAL (CONTINUED):

6. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NORESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OFTHESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSINGUNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICHINTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEESASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS.IT IS REQUESTED UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THECONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRACOMPENSATION WILL BE ALLOWED.

7. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING TO BE HELD BETWEEN FAYETTE COUNTY, UTILITIES,ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION.

8. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDINGLANDSCAPE SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THEPAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER.

9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48HOURS HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THEENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING, OR FINAL TESTINGWILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER'S REPRESENTATIVE.

10. ALL CONTRACTORS, CITY REPRESENTATIVES, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FORTHEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEYMONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTEREDLAND SURVEYOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OFTHE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS DISTURBED SHALL BE RESTORED TOORIGINAL CONDITION OR BETTER.

12. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALLPHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE TWO (2) SETS OF RECORD DRAWINGS TO THE ENGINEER OFRECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS BEEN COMPLETED ON EACH PHASE.

13. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY PROVIDED BY: ROCHESTER ANDASSOCIATES, INC.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO N.T.P. CONSTRUCTIONTO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS.

15. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, ANDALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND.

16. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORMADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILTPEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE,AND MATERIALS TO BE DISPOSED OF OFFSITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OREXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTALTO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTEREDDURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORTMATERIALS, AT NO EXTRA COST, FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE (CONTINUED):

11. ALL PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS, CONTRACTOR SHALL TAKE CARE TOPROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.

12. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINALGRADES, AS NOTED ON PLANS, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBIDDISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPERSHALL BE STAKED.

13. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITEDTO, THE INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRINGSUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY AND SEDIMENTBARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARESTABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS.

FAYETTE COUNTY WATER SYSTEM NOTES:

1. FAYETTE COUNTY WATER SYSTEM SPECIFICATIONS AND DETAILS SHALL GOVERN ALL WATER MAIN CONSTRUCTION.

2. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH FAYETTE COUNTY WATER SYSTEM AND AWWA STANDARDSAND SPECIFICATIONS.

3. DUCTILE IRON PIPE (D.I.P.) SHALL BE MINIMUM PRESSURE CLASS 300 CEMENT MORTAR LINED, PER ANSI C151/A21.51. ALL FITTINGSSHALL BE MECHANICAL JOINT DUCTILE IRON PER ANSI A21.10 OR A21.53. ALL SERVICE PIPING SHALL BE COPPER.

4. PROVIDE THRUST RESTRAINT (THRUST BLOCKS OR RESTRAINED JOINTS) AT ALL BENDS, TEES, CROSSES AND END OF LINES. (EOL)SIDE FORMS SHALL BE USED TO PREVENT ENCASEMENT OF BOLTS. SERVICE TAPS SHALL NOT BE LOCATED BENEATH PAVEMENT.

5. MAINTAIN 24” MINIMUM CLEARANCE BETWEEN WATERLINE AND OTHER STRUCTURES.

6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' OVER ALL WATER LINES.

7. CONTRACTOR SHALL FLAG WATER LINE AND SERVICE LOCATIONS TO PREVENT DAMAGE BY OTHER UTILITY CONTRACTORS.

8. PROPER COMPACTION IS REQUIRED THROUGHOUT THE PROJECT. (95% PERVIOUS, 98% IMPERVIOUS)

9. UNSUITABLE SOIL MATERIALS SHALL BE REPLACED WITH SUITABLE MATERIALS.

10.NEW WATER LINE SHALL BE PRESSURE TESTED FOR 2 HOURS AT 200 P.S.I. UNACCEPTABLE LEAKAGE SHALL BE REPAIRED ANDWATER LINE SHALL BE RETESTED PRIOR TO ACCEPTANCE BY FAYETTE COUNTY WATER SYSTEM. MAIN MUST BE DISINFECTEDPRIOR TO BEING PLACED IN SERVICE.

11.TOP OF CURBS SHALL BE PERMANENTLY MARKED AND PAINTED BLUE AT MAIN AND SERVICE CROSSINGS, AS WELL AS, VALVE ANDMETER LOCATIONS.

12.WATERLINE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, INCLUDING SIGNAGE AND FLAGMEN, WHILE WORKING WITHIN THERIGHT OF WAY OF ANY EXISTING ROAD.

13.WATERLINE CONTRACTOR PERFORMING ANY WORK WITHIN AN EXISTING RIGHT OF WAY MUST COMPLY WITH THE MUTCD 2003EDITION WITH REVISIONS NUMBER 1 AND 2 INCORPORATED, DATED DECEMBER 2007. FLAGGERS MUST POSSESS A CURRENTCERTIFICATION CARD. DOCUMENTATION SHALL BE AVAILABLE UPON REQUEST BY ANY COUNTY EMPLOYEE.

14.WATER TO BE PROVIDED BY FAYETTE COUNTY WATER SYSTEM.

15. ALL TIE-INS SHALL BE COORDINATED WITH FAYETTE COUNTY WATER SYSTEM. EXISTING VALVES SHALL BE OPERATED BY COUNTYPERSONNEL ONLY.

16.CONTRACTOR MUST NOTIFY FAYETTE COUNTY WATER SYSTEM 24 HOURS PRIOR TO BEGINNING CONSTRUCTION OR REQUESTINGINSPECTIONS. ALL WORK MUST BE INSPECTED PRIOR TO BACKFILL AND COMPACTION. ANY WORK COVERED PRIOR TOINSPECTION IS SUBJECT TO REJECTION UNTIL IT HAS BEEN EXPOSED AND INSPECTED BY FAYETTE COUNTY WATER PERSONNEL.

17.NO TRENCHES OR PITS ARE TO BE LEFT OPEN OVERNIGHT OR THROUGH A WEEKEND. IF CREW VACATES JOB SITE DURINGDAYTIME HOURS, A PROPERLY CONSTRUCTED, HIGHLY VISIBLE BARRICADE MUST BE ERECTED.

18.WHILE THE EXCAVATION IS OPEN, UNDERGROUND INSTALLATIONS SHALL BE PROTECTED, SUPPORTED OR REMOVED ASNECESSARY TO SAFEGUARD EMPLOYEES.

19.MEANS OF EGRESS FROM TRENCH EXCAVATIONS. A STAIRWAY, LADDER, RAMP OR OTHER SAFE MEANS OF EGRESS SHALL BELOCATED IN TRENCH EXCAVATIONS THAT ARE 4 FEET OR MORE IN DEPTH SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERALTRAVEL FOR EMPLOYEES.

20.CONTACT MATT BERGEN AT THE FAYETTE COUNTY WATER SYSTEM TO SCHEDULE A PRECONSTRUCTION MEETING PRIOR TOBEGINNING ANY WORK. PHONE: 770-320-6020 FAX: 770-719-5576

21.ALL CONTRACTORS MUST HAVE A CERTIFIED COMPETENT PERSON ON SITE WHILE WORK IS BEING PERFORMED. DOCUMENTATIONSHALL BE AVAILABLE UPON REQUEST BY ANY COUNTY EMPLOYEE.

22.ALL CONTRACTORS PERFORMING ANY LAND DISTURBING ACTIVITY SHALL HAVE ATTENDED THE GSWCC SUB CONTRACTORAWARENESS COURSE WHEN WORKING IN A COMMON DEVELOPMENT WHERE THE PRIMARY PERMITTEE HAS OBTAINED A LEVEL 1ACERTIFICATION. THE PRIMARY PERMITTEE IS REQUIRED TO HAVE A LEVEL 1A CERTIFIED REPRESENTATIVE ON SITE AT ALL TIMES.DOCUMENTATION SHALL BE AVAILABLE UPON REQUEST BY ANY COUNTY EMPLOYEE.

23.ANY CONTRACTOR PERFORMING ANY LAND DISTURBING ACTIVITY UNDER CONTRACT FOR FAYETTE COUNTY WATER SYSTEMSHALL BE CONSIDERED THE SECONDARY PERMITTEE FOR EACH PROJECT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE AGSWCC LEVEL 1A CERTIFIED REPRESENTATIVE ON SITE AT ALL TIMES. DOCUMENTATION SHALL BE AVAILABLE UPON REQUEST BYANY COUNTY EMPLOYEE.

24.BEFORE RELEASE OF THE WATER LINES, 2 CERTIFIED AS - BUILTS (24 X 36) MUST BE SUBMITTED ALONG WITH 2 SIGNED FINALPLATS OR FINAL SITE PLANS. ONE ELECTRONIC COPY OF EACH DOCUMENT SHOULD BE SENT TO THE INSPECTOR UPONACCEPTANCE.

SECTION REFERENCE

XX-XX

A

AAP ALARM ANNUNCIATOR PANELAARV AUTOMATIC AIR RELEASE

VALVEAAV AUTOMATIC AIR VENTAB ANCHOR BOLTABAN ABANDON(ED)ABRSV ABRASIVEABS ACRYLONITRILE BUTADIENE

STYRENEABV ABOVEAC ALTERNATING CURRENTACCMP ASPHALT-COATED

CORRUGATED METAL PIPEACP ASBESTOS CEMENT PIPEADDM ADDENDUMADH ADHESIVEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFS ABOVE FINISHED SLABAHD AHEADAL ALUMINUMALT ALTERNATEAMP AMPEREAMT AMOUNTAPRX APPROXIMATE(LY)ARCH ARCHITECT(URAL)AS ALUM SOLUTIONASPH ASPHALTASSY ASSEMBLYAVE AVENUEA/C AIR CONDITIONINGA/VV AIR/VACUUM AIR VALVE

B

BAF BAFFLEBCV BALL CHECK VALVEBF BLIND FLANGEBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWERBI BLACK IRONBITUM BITUMINOUS OR BITUMASTICB/L BASELINEBLDG BUILDINGBLK BLOCKBM BENCH MARKBOC BACK OF CURBBOT BOTTOMBP BASE PLATEBRG BEARINGBSP BLACK STEEL PIPEBV BALL VALVEBW BOTH WAYSBWW BACKWASH WATER

C

CAP CAPACITYCA COMPRESSED AIRCAV COMBINATION AIR VALVECB CATCH BASINCCC CHLORINE CONTACT CHAMBERCE CHLORINATED EFFLUENTCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCV CHECK VALVECI CAST IRONCIP CAST IRON PIPECISP CAST IRON SOIL PIPECJ CONSTRUCTION JOINTCKT CIRCUITC/L CENTER LINECL2 CHLORINE GASCLF CHAIN LINK FENCECLR CLEAR OR CLEARANCECLVT CULVERTCMP CORRUGATED METAL PIPECMPA CORRUGATED METAL PIPE

ARCHCMU CONCRETE MASONRY UNITCND CONDUITCNR CORNERCO CLEAN OUTCO2 CARBON DIOXIDECOAG COAGULANTCOL COLUMNCOM COMMONCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCT(ION)CONT CONTINUOUSCONTR CONTRACT(OR)COORD COORDINATECO COMPANYCP CONCRETE PIPECPA CONCRETE PIPE ARCHCPLG COUPLINGCPVC CHLORINATED POLYVINYL

CHLORIDECR CONCENTRIC REDUCERCS CHLORINE SOLUTIONCSG CASINGCTV CABLE TELEVISIONCY CUBIC YARDCYL CYLINDERC&G CURB AND GUTTERC/C CENTER TO CENTER

D

DAT DATUMDBL DOUBLEDC DIRECT CURRENTDEMO DEMOLITIONDEPT DEPARTMENTDESC DESCRIPTIONDET DETAILDF DIESEL FUELDI DUCTILE IRONDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDIP DUCTILE IRON PIPEDISCH DISCHARGEDIR DIRECTIONDMH DROP MANHOLEDN DOWNDR DRAINDV DIAPHRAGM VALVEDW DRIVEWAYDWG DRAWINGDWV DRAIN, WASTE, AND VENT

E

E EASTEA EACHECC ECCENTRICEF EACH FACEEFF EFFLUENTE/L EASEMENT LINEEL ELEVATIONELAST ELASTOMERICELEC ELECTRICALEMER EMERGENCYEMC ENCASE(MENT)ENGR ENGINEEREP EDGE OF PAVEMENTEPDM ETHYLENE PROPYLENE DIENE

MONOMEREPRF EXPLOSION PROOFEQUIP EQUIPMENTER ECCENTRIC REDUCERESTM EASEMENTEST ESTIMATE(D)EW EACH WAYEXC EXCAVATEEXP EXPANSIONEXST EXISTINGEXST GR EXISTING GRADEEXT EXTERIOREXTN EXTENSION

F

FAB FABRICATE(D)FCA FLANGED COUPLING ADAPTERFB FLAT BARFCV FLOW-CONTROL VALVEFD FLOOR DRAINFDN FOUNDATIONFE FILTER(ED) EFFLUENTFHY FIRE HYDRANTFIG FIGUREFIN FINISH(ED)FIN FLR FINISH FLOORFIN GR FINISH GRADEFL FLUORIDEFLG FLANGE(D)FLL FLOW LINEFLTR FILTERFM FORCE MAINFPM FEET PER MINUTEFPS FEET PER SECONDFRP FIBERGLASS REINFORCED

PLASTICFT FOOT OR FEETFUT FUTUREFV FOOT VALVEFW FINISHED WATERFWP FACTORY WIRED PANELF/F FACE TO FACE

G

GA GAUGEGAL GALLON(S)GALV GALVANIZEDGIP GALVANIZED IRON PIPEGJ GROOVE JOINTGND GROUNDGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGPS GALLONS PER SECONDGR GRADEGRTG GRATINGGS GALVANIZED STEELGSP GALVANIZED STEEL PIPEGSR GROUND STORAGE RESERVOIRGST GROUND STORAGE TANKGT GROUTGV GATE VALVE

H

HB HOSE BIBBHD HEAVY-DUTYHDPE HIGH-DENSITY POLYETHYLENEHDR HYDRAULICHFA HYDROFLUOSILICIC ACIDHGR HANGERHGT HEIGHTHNDRL HAND RAILHOA HAND-OFF-AUTOHORIZ HORIZONTALHP HORSEPOWERHPA HIGH PRESSURE AIRHR HOURHVAC HEATING, VENTILATION, AND AIR

CONDITIONINGHWL HIGH WATER LEVELHWY HIGHWAYHZ HERTZ

I

ID INSIDE DIAMETERIN INCH(ES)INF INFLUENTINT INTERSECTIONINTR INTERIORINV INVERTIP IRON PIPEIPS INTERNATIONAL PIPE

STANDARDIR INTERNAL RECYCLEIW IRRIGATION WATER

J

JB JUNCTION BOXJT JOINT

K

K KIP (1,000 LB)KPL KICK PLATEKV KILOVOLTKVA KILOVOLT-AMPEREKW KILOWATTKWH KILOWATT-HOUR

L

L LEFTLAB LABORATORYLAM LAMINATE OR LAMINATIONLATL LATERALLAV LAVATORY

LEN LENGTHLB POUND(S)LF LINEAR FEETLP LIGHT POLELS LIME SLURRYLSS LIME STABILIZED SLUDGELVR LOUVERLWL LOW WATER LEVEL

M

M METERMAINT MAINTAIN OR MAINTENANCEMAN MANUAL(LY)MAS MASONRYMATL MATERIALMAX MAXIMUMMCC MOTOR CONTROL CENTERME MITERED ENDMECH MECHANICALMEG MATCH EXISTING GRADEMFR MANUFACTURE(R)MG MILLION GALLONSMGD MILLION GALLONS PER DAYMH MANHOLEMI MILE(S)MIN MINIMUM, MINUTE(S)MISC MISCELLANEOUSMJ MECHANICAL JOINTML MIXED LIQUORMO MASONRY OPENINGMON MONUMENTMPH MILES PER HOURMPT MALE PIPE THREADMS MOTOR STARTERMSP MOTOR STARTER PANELMTD MOUNTEDMV MOTORIZED VALVEMW MANWAYMWL MEAN WATER LEVELMWP MAXIMUM WORKING PRESSURE

N

N NORTHNaOCl SODIUM HYPOCHLORITENE NORTHEASTNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNPF NATIONAL PIPE THREADNPT NATIONAL PIPE TAPER

(THREAD)NPW NON-POTABLE WATERNRS NON-RISING SYSTEMNTS NOT TO SCALENW NORTHWESTN/A NOT APPLICABLE

O

O2 OXYGENOC ON CENTEROD OUTSIDE DIAMETERODP OPEN DRIP PROOFOF OUTSIDE FACEOH OVER HEADOHW OVER HEAD WIREOPP OPPOSITEOPT OPTIONALOR OFFICIAL RECORDSOSY OUTSIDE SCREW AND YOKEO&M OPERATION AND MAINTENANCE

P

PA PROCESS AIRPC POINT OF CURVEPCM PERMANENT CONTROL

MONUMENTPE PLAIN ENDPG PRESSURE GAGEPI POINT OF INTERSECTIONPL PLATEP/L PROPERTY LINEPNV PINCH VALVEPOB POINT OF BEGINNINGPOJ PUSH-ON JOINTPOL POLYMERPP POWER POLEPPD POUNDS PER DAYPPM PARTS PER MILLIONPREFAB PREFABRICATEDPRESS PRESSUREPRV PRESSURE REDUCING VALVEPRW PROCESS WATERPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSIA POUNDS PER SQUARE INCH

ABSOLUTEPSIG POUNDS PER SQUARE INCH

GAGEPT POINT OF TANGENCYPV PLUG VALVEPVC POLYVINYL CHLORIDEPVMT PAVEMENTPW POTABLE WATERPWR POWER

Q

Q FLOWQTY QUANTITY

R

RAD RADIUSRAS RETURN ACTIVATED SLUDGERC REINFORCED CONCRETERCB REINFORCED CONCRETE BOXRCP REINFORCED CONCRETE PIPERCPA REINFORCED CONCRETE PIPE

ARCHRD ROADRDCR REDUCERREBAR REINFORCING STEELREF REFERENCEREINF REINFORCE(D)(ING)(MENT)REM REMOVE(ABLE)REQ'D REQUIREDRF RAISED FACERJ RESTRAINED JOINTRM ROOMRPBP REDUCED PRESSURE

BACKFLOW PREVENTERRPM REVOLUTIONS PER MINUTE

RR RAILROADRT RIGHTRVT RIVETEDRW RAW WATERRWW RAW WASTEWATERR/W RIGHT-OF-WAY

S

S SOUTHSA SAMPLE LINESAN SANITARYSCHED SCHEDULESD STORM DRAINSE SOUTHEASTSECT SECTIONSEFF SECONDARY EFFLUENTSF SQUARE FOOT OR FEETSHT SHEET(ED)(ING)SIG SIGNALSIM SIMILARSL SLUDGESLV SLEEVESM SHEET METALSOLN SOLUTIONSP SOIL PIPE, SPACE(ING)SPEC SPECIFICATIONSPRT SUPPORTSQ SQUARESS SANITARY SEWERSSE SUBSTANDARD EFFLUENTSST STAINLESS STEELST STREETSTA STATIONSTD STANDARDSTK STAKESTL STEELSTR STRAIGHTSTRUCT STRUCTURALSURF SURFACESV SOLENOID VALVESVCE SERVICESVW SERVICE WATERSW SOUTHWESTSWD SIDEWATER DEPTHSWSH SURFACE WASHSYM SYMBOLSYMM SYMMETRICALS/W SIDEWALK

T

TAN TANGENTTB TOP OF BEAMTBM TEMPORARY BENCH MARKTB-xx TEST BORING-xx (e.g. TB-1)TD TRENCH DRAINTDH TOTAL DYNAMIC HEADTE TOTALLY ENCLOSEDTEFC TOTALLY ENCLOSED FAN

COOLEDTEL TELEPHONETENV TOTALLY ENCLOSED

NON-VENTILATEDTHD THREAD(ED)THK THICK(NESS)TLM TELEMETRYTOB TOP OF BANKTOC TOP OF CURBTOS TOE OF SLOPETOT TOTALTP TELEPHONE POLETS THICKENED SLUDGETV TELEVISIONTYP TYPICALT&B TOP AND BOTTOM

U

UD UNDERDRAINUG UNDERGROUNDULT ULTIMATEUN UNIONUON UNLESS OTHERWISE NOTEDUGE UNDERGROUND ELECTRICUTC UNDERGROUND TELEPHONE

CABLEUTIL UTILITY

V

V VOLT(S)VAC VACUUMVAR VARIESVC VERTICAL CURVEVCP VITRIFIED CLAY PIPEVEL VELOCITYVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVOL VOLUME

W

W WATT, WESTWAS WASTE ACTIVATED SLUDGEWCO WALL CLEAN OUTWF WIDE FLANGEWH WALL HYDRANTWL WATER LINEWM WATER MAINWP WATER PROOF(ING), WORKING

POINTWPR WORKING PRESSUREWS WATER SURFACEWSP WELDED STEEL PIPEWT WEIGHTWTP WATER TREATMENT PLANTWW WASH WATERWWF WELDED WIRE FABRICWWM WELDED WIRE MESHWWTP WASTEWATER TREATMENT

PLANTW/ WITHW/O WITHOUT

X

XFER TRANSFER

Y

YD YARD(S)YH YARD HYDRANTYR YEAR(S) YR

REFERENCE SYMBOLS

LIST OF STANDARD ABBREVIATIONS

HATCHING LEGEND MECHANICAL/DRAFTING LEGEND

PIPING LEGEND

DENOTES SECTIONLETTER IDENTIFICATION

DENOTES DRAWING NOWHERE SECTION IS LOCATED

DETAIL REFERENCE

XX-XX

DENOTES DRAWING NOWHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBERIDENTIFICATION

SECTION TITLE DETAIL TITLE

SECTIONX_

SCALE:

DETAILX_

SCALE:

DENOTES DRAWING NOWHERE SECTION IS LOCATED

DENOTES SECTIONLETTER IDENTIFICATION

DENOTES DRAWING NOWHERE DETAIL IS LOCATED

DENOTES DETAIL NUMBERIDENTIFICATION

ASPHALT OR CONCRETESURFACE (SIDEWALK ORROADWAY)

ROADWAY/SIDEWALKOPEN CUT RESURFACE

SODDED OR SEEDED ANDMULCHED AREA OREXISTING WETLAND

EARTH

EXISTING PIPES,STRUCTURES, EQUIPMENTTO BE REMOVED

CAST-IN-PLACECONCRETE GRATING

ALUMINUM

STEEL

CONCRETE UNITMASONRY (PLAN)

GROUT

PRECAST CONCRETE

PHANTOM LINE

HIDDEN LINE

VISIBLE LINE

CENTER LINE

BREAK LINE

DIMENSION LINES AND LEADERS

EXISTING PROPOSED

N/A N/A

MATCHLINE

1 3/32"NOTE

FITTING/APPURTENANCE

BEND

TEE

WYE

REDUCER

CAP/BLIND FLANGE

PLUG

BUTTERFLYVALVE

BALL VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

AUTOMATICCONTROL VALVE

PINCH VALVE

FLANGED

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

MECHANICAL JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

GROOVE JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

SOLVENT WELD

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

N/A N/A N/A N/A N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A N/A N/A N/A N/A

N/AN/AN/AN/A

CIVIL LEGEND

TOP

BOTTOM

MW-X

FH

CO

SS

SV

MH-??

SD

WM

WV

WELL

XXXX.XX

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o o o o o o o o o o o o o o o o o o o GUARD RAIL

xx xx xx xx STEEL FENCE

x x x x x WOOD FENCE

EASEMENT

PROPERTY LINE

RIGHT OF WAY LINE (R-O-W)

LIMITS OF CONTRUCTION

PROPOSED CONTOUR MAJOR130

129 PROPOSED CONTOUR MINOR(LABEL OPTIONAL)

SANITARY SEWER(FORCE MAIN)

VEGETATION

UT UNDERGROUND PHONE

G GAS LINE

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22.98' EXISTING 8" WATER LINETO REMAIN IN SERVICE

EXISTING GAS LINE (SIZE, MATERIAL,AND DEPTH TO BE FIELD VERIFIED)

C-101

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1" = 20'

N

SURVEY NOTES:1. UNDERGROUND UTILITIES WERE LOCATED BY UTILISURVEY.

(404) 312-69122. FLOOD HAZARD LIMITS PROVIDED BY FAYETTE COUNTY.3. SURVEY SOURCE: ROCHESTER AND ASSOCIATES, INC.

SURVEY DATE: 5/30/2017

AN

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SAW CUT EXISTINGPAVEMENT-B (STA. 1+33)

SAW CUT EXISTINGPAVEMENT-A (STA. 0+58)

EXISTING 8'' WATER LINETO REMAIN IN SERVICE

EXISTING SIDEWALKTO BE REMOVED

REMOVE EXISTING2-84'' CMP CULVERT

REMOVE EXISTING2-84'' CMP CULVERT

REMOVE EXISTINGASPHALT FROM A TO B

EXISTING GAS LINE(SIZE, MATERIAL AND

DEPTH UNKNOWN)

EXISTING SIDEWALKTO BE REMOVED

EXISTING CURB INLETTO BE REMOVED

EXISTING CURB INLETTO BE REMOVED

CURB AND GUTTERTO BE REMOVED

CURB AND GUTTERTO BE REMOVED

N 1245592.340E 2219819.027

N 1245786.900E 2219824.890

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N

DEMOLITION LEGEND:

REMOVE COMPONENT

NOTES:

1. CONTRACTOR TO MAINTAIN ONE TRAVEL LANE THROUGHOUT THEDURATION OF THE PROJECT.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTEDBY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THECONTRACTORS REPRESENTATIVE BEFORE CONCRETE IS POURED.

3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS ANDINVERTS.

4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTINGUTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

5. CONTRACTOR TO MAINTAIN UTILITY SERVICES DURING CONSTRUCTION,WITH MINIMAL INTERRUPTION.

6. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGEDCURB OR DRIVEWAYS DURING CONSTRUCTION.

DEMOLITION NOTES:

A. PROTECTION:1. PERFORM DEMOLITION SO AS TO PREVENT DAMAGE TO ADJACENT

IMPROVEMENTS AND FACILITIES TO REMAIN.2. PROTECT NEW OR EXISTING WORK FROM DAMAGE DURING DEMOLITION

OPERATIONS.3. PROTECT EXISTING SITE APPURTENANCES AND LANDSCAPING TO

REMAIN.4. DAMAGES: WITHOUT COST O THE OWNER AND WITHOUT DELAY, REPAIR

ANY DAMAGES CAUSED TO FACILITIES TO REMAIN.5. CONTRACTOR TO ESTABLISH TEMPORARY BENCHMARKS ON SITE AT

LOCATIONS THAT WILL REMAIN UNDISTURBED THROUGHOUTCONSTRUCTION.

B. REMOVAL & DISPOSAL OF DEMOLISHED MATERIALS:1. ALL DEMOLISHED OR REMOVED ITEMS AND MATERIALS SHALL BE

CONSIDERED SCRAP EXCEPT FOR THOSE INDICATED TO REMAIN, THOSEINDICATED TO BE REINSTALLED, THOSE INDICATED TO BE SALVAGED,AND HISTORICAL ITEMS.

2. CONSTRUCTION OR ITEMS INDICATED TO REMAIN SHALL BE PROTECTEDAGAINST DAMAGE DURING DEMOLITION OPERATIONS.

3. PROMPTLY DISPOSE OF MATERIALS RESULTING FROM DEMOLITIONOPERATIONS. DO NOT ALLOW MATERIALS TO ACCUMULATED ON SITE.

4. TRANSPORT MATERIALS RESULTING FROM DEMOLITION OPERATIONSAND LEGALLY DISPOSE OF OFF-SITE.

5. OFF-SITE DISPOSAL LOCATION SHALL NOT BE WITHIN ONE-HALF MILE OFANY PORTION OF THE PROJECT SITE OR WITHIN SIGHT OF THE PROJECTSITE.

6. DO NOT BURN REMOVED MATERIALS ON PROJECT SITE.7. CONTRACTOR TO COORDINATE THE LOCATION OF ANY MATERIAL

LAYDOWN AREAS WITH THE COUNTY.C. POLLUTION CONTROLS:

1. CONTROL THE SPREAD OF DUST AND DIRT WITH PRACTICAL MEANS.2. OBSERVE ENVIRONMENTAL PROTECTION REGULATIONS.3. DO NOT ALLOW WATER USAGE THAT RESULTS IN FREEZING OR

FLOODING.4. DO NOT ALLOW ADJACENT IMPROVEMENTS TO REMAIN TO BECOME

SOILED BY DEMOLITION OPERATIONS.D. CLEANING:

1. REMOVE TOOLS AND EQUIPMENT. DISPOSE OF SCRAP.2. LEAVE EXTERIOR AREAS FREE OF DEBRIS.3. CLEAN SOIL, SMUDGES, AND DUST FROM SURFACES TO REMAIN.4. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION

EXISTING PRIOR TO COMMENCEMENT OF DEMOLITION.

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60 LF TRIPLE BOX CULVERT@ 0.57% (2 - 9' X 7' BOXESWITH 1 - 9' X 9' CENTER BOX)

NEW RIGHT-OF-WAY

TEMPORARYCONSTRUCTIONEASEMENT

52 LF OF 16'' STEELCASING WITH 0.250'' W.T.

NEW RIGHT-OF-WAY

INSTALL 8'' RESTRAINTJOINT DIP UNDERPROPOSED CULVERT

RELOCATE EXISTINGGAS LINE TO TOP OFBOX CULVERT

8'' GATE VALVE WITH "DEADMAN"BLOCKING (TYP. 2 LOCATIONS)

A1-HW

A2-HW

SEE SITE PAVING LEGEND(THIS SHEET) FOR DETAILS

EXISTING DRIVEWAY TOREMAIN UNCHANGED

TEMPORARYCONSTRUCTIONEASEMENT

CONCRETE SIDEWALK(TYP.)

1C-501

4C-503

5C-503

2C-504

CURB AND GUTTER TO MEETEXISTING CURB AND GUTTEROVER THE EXTENTS SHOWN

1C-504

DWCBROAD STA. 0+96.85OFFSET = -11.50

3C-504

3C-504

1C-503

30.0

0'30

.00'

30.00'

95.6

6'

30.0

0'

30.00'

30.0

0'

46.84'

118.

77'

50.51'59.93'

161.

05'

59.91'

60.51'

33.7

6'

27.25'

43.4

6'

17.28'

27.4

8'

97°19'31"'

STA. 1+43.39OFFSET = 29.45'

STA. 1+60.50OFFSET = 30.63'

STA. 0+41.62OFFSET = 29.93'

STA. 0+30.71OFFSET = 30.13'

N 1245592.340E 2219819.027

N 1245786.900E 2219824.890

STA. 0+09.42OFFSET = 29.76'

STA. 1+53.34OFFSET = 29.40'

STA. 1+70.50OFFSET = 30.68'

CONCRETE SIDEWALK(TYP.)

2C-504

DWCBROAD STA. 0+94.27

OFFSET = 11.53

CURB AND GUTTER TO MEETEXISTING CURB AND GUTTEROVER THE EXTENTS SHOWN

4C-504

10.96'

120.

83'

47.99'

N 1245491.822E 2219846.851

14.84'

16.8

5'

36.25'

5C-504

VALLEY CURB TO BE INSTALLEDACROSS DRIVEWAY

C-103

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N

NOTES:

1. CONTRACTOR TO MAINTAIN ONE TRAVEL LANE THROUGHOUT THEDURATION OF THE PROJECT.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTEDBY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THECONTRACTOR'S REPRESENTATIVE BEFORE CONCRETE IS PLACED.

3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS ANDINVERTS.

4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTINGUTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

5. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGEDCURB OR DRIVEWAYS DURING CONSTRUCTIONS.

SITE PAVING LEGEND:

NEW STANDARD DUTY ASPHALT PAVEMENT:-1.5'' 9.5mm SUPERPAVE ASPHALT TOPPING-2.0" 19mm SUPERPAVE ASPHALT BINDER-APPLY TACK COAT AT A RESIDUAL RATE OF0.05 GALLONS PER SQUARE YARD.-6'' GRADED AGGREGATE BASE COMPACTEDTO 100% MAX DRY DENSITY.-UPPER 12" OF SUBGRADE TO BE COMPACTEDTO 98% OF MAX DRY DENSITY.

+0

00+ 1

00+ 1

95

+0 00

+1 00

+2 00

795

800

792

793794

796797

798

799801 802

803

795

800

793794

796

797798

799

801 80

2 803 80

4 79579

3 794796797

798792

795

792 793 794 796797

798

799

800801

802

803

804

x

x x x x x x x

800

799

801802

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804

+0 00 +0 50

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95

A1-HW

A2-HW

RIPRAP APRON:APPROXIMATE DIMENSIONS33'W X 60' L X 1.5' THICKNESS

60 LF TRIPLE BOX CULVERT@ 0.57% (2 - 9' X7' BOXESWITH 1 - 9' X 9' CENTER BOX)

TEMPORARY CONSTRUCTIONEASEMENT

TEMPORARY CONSTRUCTIONEASEMENT

NEW RIGHT-OF-WAYNEW RIGHT-OF-WAY

RIPRAP APRON:1.5' THICKNESS

87.7

1'19.1

9'

35.3

7'

60.00'

CENTER OF FACE OF DWCBSTA. 1+15.46OFFSET 0.19' NORTH

CENTER OF FACE OF DWCBSTA. 0+73.11OFFSET 0.2' SOUTH

DRIVEWAY PROFILEALIGNMENT

Elevation E

leva

tion

Station

Station

ANTEBELLUM CULVERT PROFILE

783

790

800

810

783

790

800

8100+00 1+00 2+00

0+00 1+00 2+00

EXISTING GRADE (TYP.)

EXISTING PAVEMENT, CURB AND GUTTER ANDSIDEWALK TO BE REMOVED AND REPLACED

HEADWALLA1-HW

HEADWALL A2 HW

RIPRAPAPRON

RIPRAPAPRON

8'' WATER LINE RELOCATED BENEATHPROPOSED CULVERT IN 16" STEEL CASING

EXISTING 8''WATER LINE TOBE RELOCATED

20% (1.8') EMBEDMENT DEPTH(CENTER BOX CULVERT ONLY)

INV. ELEV. = 789.69STA. 1+14.71

INV. ELEV. = 790.03STA. 0+54.71

1.5' MIN SEPERATION

GAS LINE TO BE RELOCATEDABOVE PROPOSED CULVERT

SCALE:H: 1'' = 20'V: 1'' = 4'

60 LF 9' X 9' CONCRETEBOX CULVERT @ 0.57%

DOUBLE WING CATCH BASINTO DRAIN INTO THE PROPOSEDCULVERT (TYP. 2 PLACES)

6' MIN SHOULDER6' MIN SHOULDER

STA. 0+73.12 FACE OFDWCB LOCATED AT FOC

STA. 0+96.33FACE OF DWCBLOCATED AT FOC

MA

TCH

LIN

E S

TA 0

+00

MA

TCH

LIN

E S

TA 0

+50

SCALE: HORIZ: 1"= 10' VERT: 1"= 10'DRIVEWAY PROFILE

790

795

800

805

810

815

820

790

795

800

805

810

815

820

0+000+20 0+40

0+50

EXISTINGDRIVEWAY

EXISTINGGUTTER

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0

SCALE:

10' 20' 40'

1" = 20'

N

NOTES:

1. CONTRACTOR TO MAINTAIN ONE TRAVEL LANE THROUGHOUT THEDURATION OF THE PROJECT.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTEDBY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THECONTRACTOR'S REPRESENTATIVE BEFORE CONCRETE IS PLACED.

3. AS-BUILT DRAWINGS SHALL CONTAIN ALL RELEVANT ELEVATIONS ANDINVERTS.

4. CONTRACTOR TO ESTABLISH TEMPORARY SUPPORT FOR EXISTINGUTILITIES AND MAINTAIN IT THROUGHOUT CONSTRUCTION.

5. CONTRACTOR TO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGEDCURB OR DRIVEWAYS DURING CONSTRUCTIONS.

6. CONTRACTOR TO PROVIDE BYPASS PUMPING PLAN TO BE APPROVED BYTHE ENGINEER PRIOR TO CONSTRUCTION.

GRADING NOTES:

1. ALL RIPRAP TO BE GDOT TYPE 3.2. IF CULVERTS ARE PRECAST CONTRACTOR TO COORDINATE WITH

VENDOR FOR REINFORCEMENT AROUND AND PLACEMENT OF DOUBLEWING CATCH BASINS. IF CULVERTS ARE CAST IN PLACE CONTRACTORTO COORDINATE WITH ENGINEER FOR REINFORCEMENT AROUND ANDPLACEMENT OF DOUBLE WING CATCH BASINS. CONTRACTOR SHALLSUBMIT SHOP DRAWINGS DETAILING CULVERT, DWCB, ANDCONNECTIONS. PRIO TO CONSTRUCTION.

3. CONTRACTOR TO GRADE DOWN AT AN APPROXIMATE SLOPE 0.5%SLOPE FROM NORTHERN EDGE OF NEW PAVING TO ESTABLISH A LOWPOINT AT THE DOUBLE WING CATCH BASINS THEN GRADE UP TOMATCH THE EXISTING ELEVATIONS AT THE SOUTHERN EDGE NEWPAVING.

FLOW SUMMARY TABLE

STORMFREQUENCY

FLOW (CFS) OUTLET VELOCITY(FPS)

DOWNSTREAMVELOCITY (FPS)

25-YEAR 1506 14 3.9

50-YEAR 1949 14.9 4.5

100-YEAR 2425 15.8 5.1

DRAINAGE AREA = 2.28 ACRESSTREAM SLOPE = 0.50%

TYPICAL CULVERT CROSS SECTION AN.T.S.

9' X 7' CONCRETEBOX CULVERT

9' X 7' CONCRETEBOX CULVERT

9' X 9' CONCRETEBOX CULVERT

NOTES:

1. ALL CULVERTS HAVE A SLOPE OF 0.57%2. BOTH 9' X 7' CULVERTS HAVE UPSTREAM INVERTS OF 792.03' AND

DOWNSTREAM INVERTS OF 791.69'.3. 9' X 9' CULVERT HAS AN UPSTREAM INVERT OF 790.03' AND A

DOWNSTREAM INVERT OF 789.69'.

CULVERTEMBEDMENT

AC

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C-501

CO

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DETAIL1_

SCALE: N.T.S.

DETAIL2_

SCALE: N.T.S.

DETAIL3SCALE: N.T.S.-

NOTES:1. DEADMAN SHALL BE CLASS "C" CONCRETE; "SACKCRETE" WILL NOT BE ALLOWED.2. THE UTILITY LINE MUST BE LOWERED IN ORDER TO HAVE FOUR FEET (4') OF

COVER AT THE BEND, TEE, REDUCER, OR PLUG AT ALL LOCATIONS WHERETHESE FITTINGS MAY BE UTILIZED.

3. FOR SOIL CONDITIONS LESS THAN 2000 P.S.F. BEARING PRESSURE OR PIPEPRESSURE OVER 150 P.S.I. SPECIAL THURST BLOCKS/RESTAINT MUST BECOMPUTED AND APPROVED.

4. CONCRETE SHALL BE POURED AGAINST UNDISTURBED SOIL. DISTURBED SOIL TOBE COMPACTED TO 95% OPTIMUM MOISTURE CONTENT.

5. MAINTAIN 2'' CLEARANCE BETWEEN PIPE WALL AND REBAR.

MEGA-LUG OR SHOPWELDED COLLAR

A

LINE PRESSURE = 150 PSISOIL PRESSURE = 2000 PSF

PIPESIZE X A B

6'' 2'-0'' 2'-0''

8'' 2'-6'' 2'-6''

10'' 3'-6'' 3'-6''

12'' 4'-0'' 4'-0''

14'' 4'-6'' 4'-6''

16'' 5'-0'' 5'-0''

18'' 6'-0'' 6'-0''

20'' 6'-6'' 6'-6''

24'' 7'-6'' 7'-6''

A

B

16 - #5 x (0 x 2)EACH SIDE OF COLLAR

#5 @ 6'' EACH WAYEACH FACE

2'

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GSWCC LEVEL IICERT. # 0000073529

C-502

CO

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7 12"

7 12"

9 12 "

D

4"

4 38" + 18"

1

DD

D

D OR LAST D SPA.

VAR. 6" - 24"

1

23

10

A

L

WITH VARIES (SEE PLANS)

7 12"

1'-3"4"4"

4"

8"14

"

1'-10"

1'-2 12"

8"

VA

RIE

S F

RO

M1'

-8" T

O 2

'-6"

2" C

L.

2" CL.

_ 2 58" + 18"_

6" THICK REIF. CONC. APRON(BOTH INLET AND OUTLET)

WING JOINT DETAIL

PRECAST WING WALL DETAILS

WING WALL SECTION A-A

A

A

FILL WITH EXP. MORTAR(GDOT SEC 506) ORWITH NON-SHRINKINGMORTAR

#6 BARS HOOKER BOTHENDS AT 12" C.TO C.TOP AND BOTTOM

1" DIA. GALV. ANCHOR BOLT18" LONG, 4" MIN. THREAD

2" C

L.

8-#4 CONT.

2-#4 CONT.

#4 BARS @12" O.C.LENGTH 3'-8"

8"X8"X12" STEEL PLATE

HEX. NUT (TIGHTEN AFTERMORTAR SETS UP

PRECAST THRU WING

8"X8"X12" STEEL

PLATE

1'-3"8"

VA

RIE

S F

RO

M h

TO h

+ h

11

2

1 18" HOLE

4" 4"

4"4"

8"X8"X12" STEEL PLATE

(GALVANIZED)

P

12"

m

Km

n

6"4"

4"

6"6"

4"4 12"

2"

2"

4-#5 BARSLENGTH = P.L. - 6"

#4 BARS @12"O.C. MAX.

3" CL.

PRECAST PARAPET-DETAILS

SECTION B-BSECTION C-C

GROOVE FOR WING

1" CHAMFER

1" Ø HOLES

K

NOTES:EACH PARAPET SHALL BE BOLTED TO BOX WITH TWO - 34" Ø GALV. BOLTS WITH 2GALV. WASHERS WITH EACH BOLTS (FURNISHED BY MANUFACTURER).

B

B

C

C

PARAPET- FRONT VIEW

N.T.S.

N.T.S.

N.T.S.

FRONT VIEW

CONC. APRON

1" EXP. JT.

PARAPET- FRONT VIEW

Checked By:Drawn By:

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GSWCC LEVEL IICERT. # 0000073529

C-503

CO

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CGMRDL

VALVE

CAST IRON LID

SET COVER OF VALVE BOXAND CONC PAD 1/4"BELOW GRADE INPAVEMENT AND 2" ABOVEGRADE ELSEWHERE

ASPHALTSURFACE

#3 BAR CONT

EXTENSION ROD W/ 2"OPERATING NUT 6"BELOW GRADE WHEREVALVE IS OVER 4'-0"BELOW GRADE

GRAVEL BEDDING

WIDTH OF BEDDINGEQUALS VALVELENGTH + 12"

6" MIN

5" CISP

DIA

OF

PIP

E(1

2" M

INB

ELO

W V

ALV

E)

4C-503

VALVE COLLAR

VALVE LENGTH + 12"

MECHANICAL JOINTGATE OR PLUGVALVE SIZE AS

INDICATED ON PLANS

VALVE COLLAR

PAVED CONDITION

UNPAVED CONDITION

ASPHALT SURFACE

BASE

ANCHORS

3" DIA BRONZEDISC ANCHOREDIN CONC PADSTAMP AS REQD

24" x 24" x 6" THK CONCPAD TYP EACH VALVE BOX

3" DIA BRONZEDISC ANCHORED

IN CONC PADSTAMP AS REQD

(SEE NOTE 1)

SIZE OF VALVE

TYPE OF VALVE

TAG NO

DIRECTION & NOOF TURNS TO

OPEN

VALVE BOX ANDCOVER (TYP)

2000 PSICONCRETE MIN

#4 BARS ALLAROUND

TOP FLUSH WITHFINISHED GRADE

4" x 4" x 18" LONG (MIN)PRECAST POST WITH 3"DIAMETER BRONZE DISCSET IN GROUT ASSHOWN ABOVE

VALVE BOX ANDCOVER (TYP)

NOTE:1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES.

WATER

16GV

XXX-V-XXL-20

9"

4"

4"

6"

12"

12"

2"

2"

ADJUSTABLE VALVE BOX AND COVER

WATER

8-1/2"

7-1/2"

2"

2-5/

8"

1"

6-1/8"

2"

10-3

/4" (

MIN

.) ??

?

5-11/16"

?

7/32"1-5/8"

5-1/

2"7/32"

5-1/4"

8-1/2"10-3/4"

VA

RIE

S

1-5/

8"

7-3/8"

3"

?

2"1"

?

5-3/4"

5"

?

?

?

(2) 1" DIA.PICKHOLES

?

----

PVC

PVCPVC

----

PVCPVC

DIPPVC

PVC

----

--

--

--

--

----

--

--

--

-50

30 362420

----

----

--

--

9075

-70

-40-100-150

135 120130

---

--

-

407045

75125

140170

115155195155

100

150185140

407090

161210864

RESTRAINED LENGTH FOR REDUCERS

--

5070

DIPDIP

DIPDIP

-70

105125

70105150

180195

125155175

120180205215

170205225235

160195220230

180210230240

190220240250

185215235245

LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE

PVC

40

7550

10

1010

120160

160200

15202025

9515

25

4035

55

9080

55708590

130165200210

110 50

15

20

3025

20

454035

311-1/4°22-1/2°90° 45°DIPPIPE

DIA

5

105

15

3025

10

1510

10151520

40506570

20

353025

102035

35

6555

4

86

95120150160

1216

2420

8010

22-1/2°90° 45°(Inches) 11-1/4°

RESTRAINED LENGTH EACH SIDE OF RESTRAINED FITTING (FEET)

195225245255

25-

--

105-

--

250---

50-

--

20252530

8095

105120

40455060

190220245260

30364248

RESTRAINED JOINT SCHEDULE

SEE PIPEBEDDINGDETAILS

"D"

UTILITYOTHER THANSEWERMAINS

1'-0" MIN.

10'-0" MIN.MINIMUM DISTANCE

UTILITY TYPE(SEE TABLEBELOW)

UTILITY TYPE

FINISHED GRADE

SANITARY SEWER ORFORCE MAINOTHER THAN SEWER

RESTRAINED JOINTSSEE RESTRAINED JOINT

SCHEDULE

FOR STORM DRAIN CROSSINGSNOTE: 24" MIN SEPARATION

RESTRAINED LENGTHS FOR DEAD ENDS, BRANCHES AND HDPE TO PVC TRANSITIONSSHALL BE THE SAME AS FOR 90° BENDS. IN-LINE VALVES SHALL BE RESTRAINED 20'EACH SIDE OF THE VALVE. (IF A JOINT FALLS AT THE MAXIMUM DISTANCE, IT SHALLBE RESTRAINED). TABLE BASED ON IRON FITTINGS. TEST PRESSURE 150 PSI.

SEE UTILITY SEPARATIONREQUIREMENTS ON PLANSHEETS

(SEE TABLEBELOW)

(SEE TABLEBELOW)

MINIMUMDISTANCE

MINIMUMDISTANCE

RESTRAINED JOINT UTILITY CROSSINGFOR UTILITIES OTHER THAN SEWER MAINS

36" MINCOVER

(SEE NOTE 4)

6" MIN

FINISHED GRADE

30°0'0"' 30°0'0"'

NOTES:

1. WHEN CONSTRUCTION IS WITHIN FAA OR FDOT JURISDICTION, ADDITIONALREQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET.

2. DISTANCE BETWEEN SPACERS TO BE PER PROJECT SPECIFICATIONS.

3. NO FLOWABLE FILL BETWEEN THE ANNULAR SPACE OF THE CASING OR CARRIER PIPE.

4. SHALL BE A MINIMUM OF 8' OR MEET FAYETTE COUNTY'S WATER SPECIFICATIONSREQUIREMENTS, WHICHEVER IS GREATER.

CASING AND CASINGSPACERS SPACING PERDETAIL AND SPECIFICATIONS

8" DIP

CASING ENDSEAL

CASCADE WATERWORKS MFG.STEEL SPACERS

(VARIES BY CASING SIZE)

DETAIL5SCALE: N.T.S.-

16" STEELCASING PIPE

RESTRAINED JOINTS(MEGALUGS)

STEEL CASING

8" DIP

DETAIL4SCALE: N.T.S.-

DETAIL1SCALE: N.T.S.-

DETAIL2SCALE: N.T.S.-

DETAIL3SCALE: N.T.S.-

C-504

CO

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4' M

IN

1.5'

MINGATE VALVE (TYP.) 1

C-503

DEADMAN (TYP.) 4C-501

CULVERT

DETAIL1SCALE: N.T.S.-

8'' WATER LINE CULVERT CROSSING

5' MIN

5' MIN

CONNECT TO EXISTING (TYP.)

22.5° BEND (TYP.)

5' MIN 9' X 7'9' X 9'9' X 7'

SECTION

2% MAX

PLAN

5'-0" MAX. 5'-0" MAX. 5'-0" MAX.

1/2" EXPANSION JOINTFULL DEPTH OF WALK

MAX 15'-0" SPACING

3/16"X1" TOOLEDOR CUT JOINTS

MATCH WIDTH OF SIDEWALK TO MATCH EXISTINGVARIES

2"

VARIES

4"

3/4" RADIUS

FIN. GRADE

WELL TAMPERD ORUNDISTURBED EARTH

3,000 PSI CONC (MIN)FIBER MESH

TOP SOIL

DETAIL2SCALE: N.T.S.-

CONCRETE SIDEWALK

DETAIL4SCALE: N.T.S.-

CURB AND GUTTER

DETAIL3SCALE: N.T.S.-

PRECAST DOUBLE WING CURB INLET

CURB AND GUTTER

SCALE: N.T.S.

18" STEEL CASING

DETAIL5SCALE: N.T.S.-DETAIL5SCALE: N.T.S.-

AS PER FAYETTE COUNTYSTANDARDS, ALL GUTTER WIDTHSSHALL BE 2' - 0" INSTEAD OF 2' - 6"MINIMUM LISTED

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GSWCC LEVEL IICERT. # 0000073529

AS PER FAYETTE COUNTYSTANDARDS, ALL GUTTER WIDTHSSHALL BE 2' - 0" INSTEAD OF 2' - 6"MINIMUM LISTED

4'-4"

PLAN

ELEVATION

TOP SLAB FOR CATCH BASINS

REINF. STEEL FORWALL OF CATCH BASIN

2/2, 6X6 WELDEDWIRE FABRIC OR NO.4 STEEL BARS AT12"O.C. BOTH WAYS-2" CL. FOR CAGE, ALLSIDES � BOTTOM.

TIE REINF. STEEL OFWALL TO BOTTOMSLAB REINF. STEEL.

W + 4"

NOTE:REINFORCING SHOWN ABOVE IS REQUIREDFOR BOX SHAPED BASIN. REINFORCING FORCIRCULAR PRECAST ALTERNATE SHALL BEACCORDING TO STD.1040.

ALL JOINTS BETWEEN PRECAST RISERS OR BETWEEN PRECAST BASE AND RISERWILL BE KEYED. KEYED JOINTS SHOWN ARE TYPICAL AND MAY BE VARIED.

REINFORCING - ISOMETRIC VIEW

DIMENSIONS FORCATCH BASINS

PIPESI�E

NORMALW OR W,

MIN.H

12" 3'-0" 4'-4"15" 3'-0" 4'-7"18" 3'-0" 4'-10"24" 3'-0" 5'-6"30" 3'-6" 6'-2"36" 4'-0" 6'-10"42" 5'-0" 7'-4"48" 5'-0" 8'-0"54" 6'-0" 8'-6"60" 6'-0" 9'-2"

NOTE:DIMINSIONS FOR CATCH BASINSARE BASED UPOM TYPICAL OUTSIDEDIAMETERS OF CONCRETE PIPES ANDMAY BE VARIED IF CONDITIONSPERMIT AND THE ENGINEER APPROVES.W 8 W: DIMENSIONS DO NOT HAVE TO BEEQUAL.

ALTERNATE:BUILT-IN-PLACE, PRECAST BOX, AND /ORPRECAST CIRCULAR UNITS WITH THEREQUIRED ADAPTERS, REDUCERS,FITTINGS, CONNECTIONS, ETC. MAYBE USED IN COMBINATIONS.

NOTE:FOR RING 8 COVER DETAILS AND OTHERDETAILS NOT SHOWN, SEE STANDARD1034 D FOR BUILT-IN-PLACE CATCH BASIN.

W + 4"

VA

R.

6"

4'-4" 4'-4"6' + 12"

6"4'

-0"

VA

R.

#5 REINF. BARS6" O.C.

1 1/2" CL ALL AROUND

4-DIAG. #5 BARS

TOP OF SLABTO HAVE WOOD

FLOAT FINISH

6"

4'-4"6'

6"4'

-0"

VA

R.

6" 6"

W6"

C C

PLAN

CATCH BASIN

5-#3 BARS@ 3" CENTEREDOVER PEDESTAL LENGTH

2'-10 12"

B

B

6" CONC.

6" CONC.

THIS PEDRSTAL TO BEOMITTED EXCEPT ONRADIUS RETURNS.

5- #3 BARS @ 3" CENTEREDOVER PEDESTAL LENGTH W, +4'-8"

(TYPICAL FOR CATCH BASIN WITHLONGITUDINAL PIPE OVER 24")

SECTION B-B SECTION C-C

RING AND COVER-SEE STANDARDFOR CAST IN PLACE CATCH BASINS

SLOPE SAME ASADJACENT SURFACES

6" 6"

6" DIAM. CONCPED.

2'-0" MINSLOPE: 2:1

PAV.6" OR 8"

12"MIN.

4 12"

4 12"

6"

SCALE: 1/2" = 1"SCALE: 1/2" = 1"6"

1 12" FACE CONC.

TO C OF STEELLSCALE: 1/2" = 1"

1'-11"2"

SLOPE: 3"/FT.

6" DIAM.

SLOPE: 2"/FT.

SEE PLANS FORDIMENSION

CULVER SEEPLAN FOR SI�E

CULVER SEEPLAN FOR SI�E

CONC.PEDESTAL

Checked By:Drawn By:

Project No.:Designed By:

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GSWCC LEVEL IICERT. # 0000073529

C-505

ER

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CO

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CGMRDL

STRUCTURAL PRACTICES VEGETATIVE PRACTICES

DISTURBED AREA STABILIZATION(WITH MULCHING ONLY)

MATERIALS INSTALLATION

FOR TEMPORARY PROTECTION OF CRITICAL AREAS WITHOUT SEEDING. THISSTANDARD APPLIES TO GRADES OR CLEARED AREAS WHICH MAY BE SUBJECTED TOEROSION FOR 6 MONTHS OR LESS, WHERE SEEDINGS MAY NOT HAVE A SUITABLEGROWING SEASON TO PRODUCE AN EROSION RETARDANT COVER, BUT WHICH CANBE STABILIZED WITH A MULCH COVER.

DRY STRAW OR HAY DEPTH OF 2 TO 4 INCHES PROVIDINGCOMPLETE SOIL COVERAGE

DEPTH OF 2 TO 3 INCHESWOOD WASTE (CHIPSSAWDUST OR BARK)

EROSION CONTROLMATTING OR NETTING APPLY IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS

CUTBACK ASPHALT(SLOW CURING)

1200 GALLONS PER ACRE, OR14 GALLON PER SQUARE YARD

POLYETHYLENE FILM SECURED OVER BANKS OR STOCKPILEDSOIL MATERIAL FOR TEMPORARYPROTECTION

EROSION CONTROL ACTIVITIES

Sd1(indicate type)

x

x

Co(label)

Co

Ds1

Ds2

Du

Ds3

Cd

Cd

Mb

2014 MANUAL FOR EROSION AND SEDIMENT CONTROL (GREEN BOOK)

J AF M

AMF

AMFJ

J

J AF M

AMFJ

C

P

0.1 LBS.

0.2 LBS.

C

P

P

M-L

P

PC

M-L

M-L

0.3 LBS.15 LBS.

BLOCK SOD ONLY

6 LBS.

10 LBS.

O DN

NO

DNO

D

M JJ A

A

AJM J

M JJ

S

S

S

M JJ A S O DN

DNOAJM J S

BERMUDA, COMMON(Cynodon dactylon)UNHULLED SEED

W/ TEMP COVERWITH OTHER PERENNIALS

CENTIPEDE (Eremochloaophiuroides)

CROWNVETECH(Coronilla varia)

WITH WINTER ANNUALSOR COOL SEASON

GRASSES

FESCUE, TALL(Festuca arundinacea)

ALONE

W/ OTHER PERENNIALS

LESPEDEZAAmbro virgata (Lespedeza

virgata DC)or Appalow (Lespedeza

cuneata [Dumont] G. Don)

SCARIFIED

UNSCARIFIED

60 LBS.

75 LBS.

30 LBS.

50 LBS. 1.1 LBS.

0.7 LBS.

1.4 LBS.

1.7 LBS.

PLANT WITH WINTER ANNUALS.PLANT WITH TALL FESCUE.

DROUGHT TOLERANT. FULL SUN OR PARTIALSHADE. EFFECTIVE ADJACENT TO CONC.

AND IN CONCENTRATED FLOW AREAS.IRRIGATION IS NEEDED UNTIL FULLYESTABLISHED. DO NOT PLANT NEAR

PASTURES. WINTERHARDY AS FAR NORTHAS ATHENS AND ATLANTA.

100,000 SEED PER POUND. DENSE GROWTH.ATTRACTIVE ROSE, PINK, AND WHITE

BLOSSOMS SPRING TO LATE FALL. MIX W/ 30LBS. OF TALL FESCUE OR 15 LBS. OF RYE.

INOCULATE SEED WITH M INOCULANT. USEFROM NORTH ATLANTA AND NORTHWARD.

227,000 SEED PER POUND. USE ALONEONLY ON BETTER SITES. NOT FOR

DROUGHTY SOILS. MIX WITH PERENNIALLESPEDEZAS OR CROWNVETCH. NOT FORHEAVY USE AREAS OR ATHLETIC FIELDS.

300,000 SEED PER POUND. HEIGHT OFGROWTH IS 18 TO 24 INCHES. ADVANTAGES

IN URBAN AREAS. SPREADING TYPEGROWTH. NEW GROWTH HAS BRONZE

COLORATION. MIX W/ WEEPINGLOVEGRASS, COMMON BERMUDA BAHIA,TALL FESCUE, OR WINTER ANNUALS. DO

NOT MIX W. SERICEA LESPEDEZA. SLOW TODEVELOP SOLID STANDS. INOCULATE SEED

W/ EL INOCULANT.CP

M-L

350,000 SEED PER POUND. WIDELY ADAPTED.LOW MAINTENANCE. MIX WITH WEEPING

LOVEGRASS, COMMON BERMUDA, BAHIA, ORTALL FESCUE. TAKES 2 TO 3 YEARS TO

BECOME FULLY ESTABLISHED. EXCELLENTON ROADBANKS. INOCULATE SEED W/ EL

INOCULANT.

UNSCARIFIED

SCARIFIED

75 LBS.

60 LBS.

1.7 LBS.

1.4 LBS.

C

P

C

M-L

P

J MF A M OJ J A S N D

LESPEDEZA, SERICEA(Lespedeza cuneata) M-L

CUT WHEN SEED IS MATURE, BUT BEFOREIT SHATTERS. ADD TALL FESCUE OR

WINTER ANNUALS.SEED-BEARING HAY 3 TONS

C

138 LBS.

M-L

P

PLANTS 3' x 3' C

M-L

P

J MF MA OJJ SA DN

LESPEDEZA,SHRUB(Lespedeza bicolor))

(Lespedeza thumbergii)

W/ OTHER PERENNIALS

ALONE 4 LBS.

2 LBS. 0.05 LBS.

0.1 LBS.P

M-L

J MF A M OJ J A S N D

LOVEGRASS, WEEPING(Eragrostis curvula)

C

WITH OTHER PERENNIALS

MAIDENCARE(Panicum hemitomon)

SPRIGS ALL

J MF A M

FOR VERY WET SITES. MAY CLOGCHANNELS. DIG SPRIGS FROMLOCAL SOURCES. USE ALONG

RIVER BANKS AND SHORELINES.

OJ J A S N D

2' x 3' SPACING

PANICGRASS,ATLANTIC COASTAL(Panicum amarum var.

amarulum)20 LBS. 0.5 LBS.

P

C

J MF A M

GROWS WELL ON COASTAL SAND DUNES,BORROW AREAS, AND GRAVEL PITS.

PROVIDES WINTER COVER FOR WILDLIFE.MIX WITH SERICEA LESPEDEZA EXCEPT ON

SAND DUNES.OJ J A S N D

WITH OTHER PERENNIALS

REED CANARY GRASS(Phalaris arundinancea)

ALONE

50 LBS.

30 LBS.

1.1 LBS.

0.7 LBS. P

M-L

J MF A M

GROWS SIMILAR TO TALLFESCUE.

OJ J A S N D

SUNFLOWER, 'AZTEC'MAXIMILLIAN (Helianthus

maximiliani)P

C

M-L

J MF A M OJ J A S N D

0.2 LBS.10 LBS.

KUDZU(Pueraria thumbergiana)

PLANTS OR CROWNS 3' - 7' APART ALL

AJ F M M J J A S O DN

RAPID AND VIGOROUS GROWTH.EXCELLENT IN GULLY EROSIONCONTROL. WILL CLIMB. GOOD

LIVESTOCK FORAGE.

WITH OTHER PERENNIALS

BAHIA, PENSACOLA(Paspalum notatum)

ALONE OR W/TEMPORARY COVER

60 LBS.

30 LBS.

1.4 LBS.

0.7 LBS. C

P

J MF A M OJ J A S N D

ALONE OR W/TEMPORARY COVER

BAHIA, WILMINGTON(Paspalum notatum)

WITH OTHER PERENNIALS30 LBS.

60 LBS.

A

0.7 LBS.

1.4 LBS.P

J F M M J J A S O DN

M-L

COASTAL, COMMON, ORTIFT 44

COASTAL, COMMON,MIDLAND, OR TIFT 44

BERMUDA SPRIGS(Cynodon dactylon)

PC

J MF A M

A CUBIC FOOT CONTAINSAPPROXIMATELY 650 SPRIGS. ABUSHEL CONTAINS 1.25 CUBICFEET OR APPROXIMATELY 800

SPRIGS.PLANT WITH WINTER ANNALS

PLANT WITH TALL RESCUESOUTHERN COSTAL PLAIN ONLY

OJ J A S N DTIFT 78 C

M-L40 C.F. 0.9 C.F.OR

SOD PLUGS 3' x 3'

Maintenance

Maintenance

Maintenance

Maintenance

Maintenance

Maintenance

seedlings

ShrubLespedeza

seeded alonecover cropsTemporary

First

First

Warm season

legumesgrasses and

grasses

FirstSecond

Second

1/ Apply in spring following seeding.

3/ Apply in 3 split applications.4/ Apply when plants are pruned.5/ Apply to grass species only.

Warm season First

YEAR

SecondFirst

SecondFirst

FirstSecondgrasses

Ground covers

Cool seasongrasses andlegumes

TYPE OF SPECIES

Cool season

FirstPineper seedling placed

700 lbs./ac. 700 lbs./ac. 4/

500 lbs./ac.

-

30 lbs./ac. 5/

in the closing hole

0-10-100-10-10

10-10-10

1500 lbs./ac.1000 lbs./ac. 400 lbs./ac.

400 lbs./ac. 800 lbs./ac.

50 lbs./ac. 6/

30 lbs./ac.50-100 lbs./ac. 2/

2. DRY HAY: 2-1/2 TONS PER ACRE.3. FOR HYDRAULIC SEEDING USE WOOD CELLULOSE MULCH OR WOOD PULP FIBER AT THE RATE OF 500 POUNDS

1. DRY STRAW: 2 TONS PER ACRE.

PER ACRE.

MULCHING RATES:

6-12-12

0-10-100-10-10

6-12-1210-10-10

6-12-12 1500 lbs./ac. 50-100 lbs./ac. 2/ 6/

TOP DRESSINGRATE

---

0-50 lbs./ac. 1/

--

30

RATE

50-100 lbs./ac. 1/ 2/-1000 lbs./ac.

1300 lbs./ac. 3/1300 lbs./ac. 3/

1100 lbs./ac.

400 lbs./ac.

1500 lbs./ac.1000 lbs./ac. 400 lbs./ac.

1500 lbs./ac.

N

one 21-gram pellet -

10-10-1010-10-1010-10-10

0-10-106-12-12

0-10-10

6-12-126-12-1210-10-10

N-P-K

20-10-5

FERTILIZER AND MULCHINGREQUIREMENTS

ANALYSIS OREQUIVALENT

2/ Apply in split applications when high rates areused.

6/ Apply when plants grow to a height of 2 to 4inches.

PLANTING DATES

PER 1000 S.F.PER ACRE

RESOURCEAREA 3/RATES 1/ - PLS 2/

BROADCASTSPECIES REMARKS

BERMUDA, COMMON(Cynodon dacttlon)

HULLED SEED ALONEOR W/ OTHERPERENNIALS

10 LBS.

6 LBS.

0.2 LBS.

0.1 LBS. C

P

J MF A M OJ J A S N D

DISTURBED AREA STABILIZATION(PERMANENT VEGETATION)

CONSTRUCTION EXIT2014 MANUAL FOR EROSION AND SEDIMENT CONTROL (GREEN BOOK)

Figure 6-14.1

CONSTRUCTIONEXIT

DISTURBED AREASTABILIZATION

(WITH MULCHINGONLY)

DISTURBED AREASTABILIZATION

(WITH TEMPSEEDING)

Ds1

Ds2

SILT FENCE-TYPE SENSITIVE2014 MANUAL FOR EROSION AND SEDIMENT CONTROL (GREEN BOOK)

Figure 6-27.2

DISTURBED AREASTABILIZATION (TMP. SEEDING)

2014 MANUAL FOR EROSION AND SEDIMENT CONTROL (GREEN BOOK)Figure 6-27.2

1/ TEMPORARY COVER CROPS ARE VERY COMPETITIVE AND WILL CROWN OUT PERENNIALS IF SEEDED TOO HEAVILY.2/ REDUCE SEEDING RATES BY 50% WHEN DRILLED.3/ PLS IS AN ABBREVIATION FOR PURE LIVE SEED.4/ M-L REPRESENTS TO MOUNTAIN; BLUE RIDGE; AND RIDGES AND VALLEYS MLRA'S P REPRESENTS THE SOUTHERN PIEDMONT MLRA C REPRESENTS THE SOUTHERN COASTAL PLAIN; SAND HILLS; BLACK LANDS; AND ATLANTIC COAST FLATWOODS MLRAs (SEE FIGURE 6-4.1, P 6-40 IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL FOR GEORGIA)

IN MIXTURES 0.7 LBS.

OATS(Avena sativa)

IN MIXTURES

TRITICALE(X-Triticosecale)

WHEAT(Triticum aestivum)

ALONE

ALONE

IN MIXTURES

SUDAN GRASS(Sorghum sudanese)

ALONE

ALONE

4.1 LBS.

0.6 LBS.

3.3 LBS.

60 LBS. 1.4 LBS.

2.9 LBS.

0.7 LBS.

MILLET, PEARL(Panicum glaucum)

ALONE

IN MIXTURES

RYE(Secale cereale)

RYEGRASS, ANNUAL (Loliumtemulentum)

ALONE

ALONE

50 LBS. 1.1 LBS.

40 LBS. 0.9 LBS.

3.9 LBS.

0.6 LBS.

15,000 SEED PER POUND.C

FJ M JA M J A OS N D

M-L

P

C

FJ M

M-L

C

P

C

P

FJ M

FJ M

JA M J A OS N D

JA M J A

JA M J A

OS N D

OS N D

M-L

C

M-L

P

FJ M

FJ M

CP

M-L

C

M-L

P

MFJ

JA M J A

JA M J A

OS N D

OS N D

J AJMA DNOS

13,000 SEED PER POUND. USE ONPRODUCTIVE SOILS. NOT AS

WINTERHARDY AS RYE OR BARLEY.

55,000 SEED PER POUND. GOOD ONDROUGHT SITES. NOT

RECOMMENDED FOR MIXTURES.

USE ON LOWER PART OF SOUTHERNCOASTAL PLAIN AND IN ATLANTIC

COASTAL FLATWOODS ONLY.

18,000 SEED PER POUND. QUICKCOVER. DROUGHT TOLERANT AND

WINTERHARDY.

88,000 SEED PER POUND. QUICK,DENSE COVER. MAY REACH 5 FEET IN

HEIGHT. NOT RECOMMENDED FORMIXTURES.

227,000 SEED PER POUND. DENSECOVER. VERY COMPETITIVE AND IS

NOT TO BE USED IN MIXTURES.

PLANTS, PLANTING RATES, AND PLANTING DATES FOR TEMPORARY COVER OR COMPANION CROPS 1/

0.6 LBS.

IN MIXTURES

IN MIXTURES

MILLET, BROWNTOP (Panicumfasciculatum)

ALONE

ALONE

IN MIXTURES

LESPEDEZA, ANNUAL(Lespedeza striata)

LOVEGRASS, WEEPING(Eragrotis curvula)

ALONE

40 LBS.

10 LBS.

2 LBS.

4 LBS.

0.9 LBS.

0.2 LBS.

0.1 LBS.

0.05 LBS.

10 LBS.

40 LBS.

0.2 LBS.

0.9 LBS.

SPECIES

IN MIXTURES

BARLEY(Hordeum vulgare)

ALONE

BROADCASTRATES 2/ - PLS 3/

PER ACRE

3.3 LBS.

PER 1000 S.F.

C

P

M-L

C

FJ M

J F M

C

M-L

P

M-L

P

FJ M

FJ M

JA M J A

JMA J A

OS N D

S O N D

JA M J A

JA M J A

OS N D

OS N D

RESOURCEAREA

P

C

M-L

FJ M

PLANTING DATESJA M J A OS N D

200,000 SEED PER POUND. MAYVOLUNTEER FOR SEVERAL YEARS. USE

INOCULANT EL.

137,000 SEED PER POUND. QUICKDENSE COVER. WILL PROVIDE TOO

MUCH COMPETITION IN MIXTURES IFSEEDED AT HIGH RATES.

1,500,000 SEED PER POUND. MAY LASTFOR SEVERAL YEARS. MIX WITH

SERICEA LESPEDEZA

REMARKS

14,000 SEED PER POUNDWINTERHARDY. USE ON

PRODUCTIVE SOILS.

3 bu.(144 LBS.)

1/2 bu.(24 LBS.)

3 bu. (168LBS.)

1/2 bu. (28LBS.)

3 bu. (144LBS.)

1/2 bu. (24LBS.)

3 bu. (180LBS.)

1/2 bu. (30LBS.)

MOUNTAIN, BLUE RIDGE, AND RIDGES AND VALLEY

SOUTHERN PIEDMONT

SOUTH COASTAL PLAIN, SAND HILLS, BLACK LANDS,AND ATLANTIC COASTAL FLATWOODS

MAJOR LAND RESOURCE AREAS (MLRA) OF GEORGIA

4bu.(128 LBS.)

1 bu.(32 LBS.)

OGLETHORPE

JENKINS

EMANUEL

WILKINSON

WASHINGTON

HANCOCK

TALIAFERROGREENE

BALDWIN

GLASCOCK

JEFFERSO

N

JOHNSON

BURKE

McDUFFIE

LINCOLN

WARREN

WILKES

RICHMOND

COLUMBIA

SCREVEN

HART

MADISON

FRANKLINSTEPHENS

ELBERT

UPSON

SPALDING

GWINNETTFORSYTH

DAWSON

FANNIN

DEKALB

PAULDIN

G

FAYETTECOWETA

HARRIS

TROUP

MERIW

ETHER

TALBOT

PIKE

DOUGLAS

HEARD

CARROLL

HARALSON

FULTON

CLAYTON

COBB

CHATTOOGAWALKER

DADE

BARTOW

GORDON

POLK

FLOYD

CHEROKEE

PICKENS

MURRAY

WHITFIELD

CATOOSA

GILMER

75LAMAR

CRAWFORD

BIBB

BUTTSMONROE

JASPER

WALTON

ROCKDALE

NEWTON

HENRY

LUMPKIN

WHITE

JACKSON

BARROW

HALL

TOWNS

UNION

CLARKE

TWIGGS

PUTNAM

JONES

MORGAN

OCONEE

HABER

SHAM

BANKS

RABUN

PIERCE

GLYNN

BRANTLEY

LANIE

R

LOW

NDES

BERRIEN

ECHOLS

WARE

CLINCH

ATKINSON

CHARLTON CAM

DEN

WAYNE

TATTNALL

LONG

BULLOCH

EVANS

BEN HILL

TELFAIR

DODGE

IRWINTIFT

MO

NTG

OM

ERY

BACON

APPLINGJE

FF DAVIS

COFFEE

TOOM

BS

TREUTLEN

WHEELER

CANDLER

McI

NTO

SH

LIBERTY

BRYANCHATHAM

GRADY

MITCHELL

DOUGHERTY

SUMTER

SCHLEY

EARLY

SEMINO

LE

MILLER

DECATUR

BAKER

WEBSTER

RANDOLPH

CLAY

MANQUIT-

CALHOUN

TERRELL

STEWART

CHATTAHOOCHEE

MARION

COLQUITT

THOMAS

WORTH

LEE

CRISP

MACON

DOOLY

BROOKS

COOK

TURNER

WILCOX

PULASKI

BLECKLEYTAYLOR

MUSCOGEEPEACH

LAURENS

HO

USTO

N

EFFINGHAM

SEDIMENTBARRIER

EROSION CONTROL NOTES:

1. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST MANAGEMENT PRACTICES FOR EROSION CONTROL AND SHALL COMPLY WITH THE STANDARDS ANDSPECIFICATIONS IN THE "MANUAL FOR EROSION CONTROL AND SEDIMENT CONTROL IN GEORGIA".

2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE.

3. DISTURBED AREAS LEFT IDLE FOR FIVE DAYS, AND NOT TO FINAL GRADE, WILL BE ESTABLISHED WITH TEMPORARY MULCH (DS1) OR VEGETATION (DS2). DISTURBED AREASLEFT IDLE FOR TWO WEEKS OR MORE WILL BE ESTABLISHED WITH PERMANENT VEGETATION (DS3). ALL AREAS AT FINAL GRADE WILL BE ESTABLISHED WITH PERMANENTVEGETATION IMMEDIATELY UPON COMPLETION. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OFSEEDING. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER (DS3). ON SLOPES THAT ARE 2:1 OR STEEPER, MULCH WILL BEANCHORED.

4. IN CONCENTRATED FLOW AREAS: ALL SLOPES STEEPER THAN 2.5:1, HEIGHT TEN FEET OR GREATER, AND CUTS AND FILLS WITHIN STREAM BUFFER, STABILIZE WITH THEAPPROPRIATE EROSION CONTROL MATTING OR BLANKET.

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENTWITH, LAND-DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOTPROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENTSOURCE.

6. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HASREACHED ONE THIRD THE CAPACITY OF THE DEVICE. ADDITIONAL DEVICES MUST BE INSTALLED IF NEW CHANNELS HAVE DEVELOPED.

7. THE USE OF POLYMERS (PAMS) IS ACCEPTED AS A BMP AS RECOMMENDED BY THE STATE SOIL & WATER CONSERVATION COMMISSION BMP "GREEN BOOK". POLYMERS USEDTO STABILIZE CONSTRUCTION SITES MUST BE USED IN CONJUNCTION WITH MULCHING AND OR HYDROSEEDING.

8. MULCH, TEMPORARY VEGETATION, AND PERMANENT (PERENNIAL) VEGETATION SHALL BE COMPLETED ON ALL EXPOSED AREAS WITHIN 14 DAYS AFTER DISTURBANCE.

9. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY ENGINEER DURING CONSTRUCTION.

10. DUE TO THE NATURE AND LOCATION OF THE CONSTRUCTION ACTIVITY, PROVIDING SEDIMENT STORAGE FOR 67 CUBIC YARDS OF SEDIMENT PER ACRE DISTURBED IS NOTFEASIBLE. APPROPRIATE BMPS THAT LIMIT THE TRANSPORT OF SEDIMENT FROM THE SITE WILL BE UTILIZED. THERE BMPS INCLUDE BUT ARE NOT LIMITED TO SILT FENCE ANDTEMPORARY MULCHING, GRASSING OR PERMANENT GRASSING FOR THE DISTURBED AREAS OF THE PROJECT.

EROSION CONTROL CHECKLIST CERTIFICATIONS:

1. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATIONWITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LANDDISTURBING ACTIVITIES.

3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSIONCONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDERMY SUPERVISION."

1

CONSTRUCTION SCHEDULE

INSTALLATION OF SEDIMENT

GRASSING

CLEARING, GRUBBING

PIPE INSTALLATION

FINAL LANDSCAPING, GRASSING

SOIL CONTROL MEASURESMAINTAINING OF EROSION AND

CONTROL MEASURES

2MONTHS 3

PAVING

USGS QUAD MAPNOT TO SCALE

DRAINAGE BASINAREA = 1788 ACRES

PRECONSTRUCTION CN = 60POST CONSTRUCTION CN = 60

PROJECT LOCATION

RECIEVING WATER:TAR CREEK

PRIMARY PERMITTEE TO BE PROVIDED AFTER PROJECT IS AWARDED.

24 HOUR EROSION CONTROL CONTACT: PHILIP MALLON (770-313-9855)

PERMANENTVEGETATION Ds3

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FAX

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950

GSWCC LEVEL IICERT. # 0000073529

C-506

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ST

01/19/2018

210 ANTEBELLUM WAY, FAYETTE VILLE, GA 30215ANTEBELLUM WAY CULVERT REPLACEMENT PROJECT