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CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

ISSUED:

FAYETTE COUNTY OLD SENOIA ROADCULVERT REPLACEMENT PROJECT

PROJECT NUMBER 6509H260-384 OLD SENOIA ROADFAYETTEVILLE, GA 30215

200-01297-17028

CO

NTR

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40-P

FAYETTE COUNTY140 STONEWALL AVE W, STE 203

FAYETTEVILLE, GA 30214

6509H

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 FOOTTHE PROJECT SHALL CONSIST OF THE DEMOLITION OF THE EXISTING CMP CULVERTSUNDER OLD SENOIA ROAD AND THE INSTALLATION OF 60 LINEAR FEET OF 38'X8'-1"BOTTOMLESS CONCRETE ARCH CULVERT ALONG WITH THE RELOCATION OF THEEXISTING UTILITIES IN THE AREA.

ISSUED FOR CONSTRUCTION - 09/05/18

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INDEX OF DRAWINGSSheet No. Title

GENERALG-000 COVER SHEET & INDEX OF DRAWINGS

G-001 LEGEND & ABBREVIATIONS

G-002 GENERAL NOTES

CIVILC-101 EXISTING CONDITIONS

C-102 DEMOLITION PLAN

C-103 SITE PLAN

C-104 GRADING & DRAINAGE PLAN

C-105 EROSION CONTROL PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 EROSION CONTROL DETAILS

C-505 ESPC PLAN

Checked By:Drawn By:

Project No.:Designed By:

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GSWCC LEVEL IICERT. # 0000073529

SECTION REFERENCE

XX-XX

AAAP 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

BBAF 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

CCAP 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

DDAT 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

EE 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

FFAB 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

GGA 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

HHB 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

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

STANDARDIR INTERNAL RECYCLEIW IRRIGATION WATER

JJB JUNCTION BOXJT JOINT

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

LL 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

MM 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

NN 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

OO2 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

PPA 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

QQ FLOWQTY QUANTITY

RRAD 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

SS 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

TTAN 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

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

CABLEUTIL UTILITY

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

WW 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

XXFER TRANSFER

YYD 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_

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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

STORM SEWER

SANITARY SEWER

W WATER

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

TOP

BOTTOM

MW-X

FH

CO

SS

SV

MH-??

SD

WM

WV

WELL

XXXX.XX

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)

OVERHEAD ELECTRICAL

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200-01297-17028

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GSWCC LEVEL IICERT. # 0000073529

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GENERAL NOTES PROJECT INFORMATION:

1. THE PROJECT SHALL CONSIST OF THE DEMOLITION OF THE EXISTING CMP CULVERTS UNDER OLD SENOIA ROAD AND THEINSTALLATION OF 60 LINEAR FEET OF 38'X8'-1" BOTTOMLESS CONCRETE ARCH CULVERT, ALONG WITH THE RELOCATION OF THEEXISTING UTILITIES IN THE AREA. THE CULVERT SHALL BE CONSPAN, FORTERRA, OR ENGINEER-APPROVED EQUAL. SEESPECIFICATIONS SECTION 01 33 00 FOR SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL ALSO REMOVE THE CULVERTPREVIOUSLY WASHED DOWNSTREAM OF THE ROAD.

2. THE ORDER OF MAJOR LAND DISTURBING ACTIVITIES IS INDICATED IN THE ACTIVITY SCHEDULE LOCATED ON SHEET C-501.

3. THE DISTURBED ACREAGE FOR THE PROJECT IS 0.99 ACRES.

4. THIS PROJECT IS LOCATED WITH A FEMA ZERO AE FLOODPLAIN/ FLOODWAY. THE CULVERT INSTALLATION FOR THIS PROJECT WILLPRODUCE A "NO-RISE".

5. THE CULVERT REPLACEMENT PROJECT LOCATION (BEGINNING AND END) IS:33.406094° - 84.471175°

GENERAL:

1. 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, FAYETTE COUNTYSTANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLYWHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER.

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

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

4. 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.

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 400 AND FAYETTE COUNTY, WHICHEVER ISGREATER.

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 USING MEASURES THAT MATCH THE EXISTINGVEGETATIVE CONDITIONS OF THE SITE. 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.

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.

2. PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS, AND TARS WILL BE INSPECTEDDAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULARPREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATEWATERS, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE ASECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS ISPROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL ANDSTATE REGULATIONS.

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., DATED: MARCH 31, 2017.

14. ANY CONSTRUCTION BEYOND THE RIGHT-OF-WAY AND/OR ESTABLISHED EASEMENT LINES, ONTO ADJACENT PROPERTY,REQUIRES ADJACENT PROPERTY OWNER PERMISSION AND NECESSARY EASEMENTS PRIOR TO PERFORMING ANY WORK. THECONTRACTOR IS TO VERIFY SUCH EASEMENTS AND PERMISSIONS PRIOR TO DISTURBING ANY OFF-SITE PROPERTY.

15. 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.

16. 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.

17. 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):

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.

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, EXCEPT WHERE INDICATED IN PLANS.

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.

C PERRY CREEK

23.83'

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APPROXIMATE LOCATION OF DOWNSTREAMCULVERT/DEBRIS TO BE REMOVED

25' STREAM BUFFER

25' STREAM BUFFER

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C PERRY CREEKLL

EXISTING 8" PVC WATER LINE TO REMAIN IN SERVICE EXISTING GAS LINE TO REMAIN IN SERVICE

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GSWCC LEVEL IICERT. # 0000073529

N

SURVEY NOTES:1. SURVEY SOURCE: ROCHESTER AND ASSOCIATES, INC.

SURVEY DATE: 3/31/2017

0

SCALE:

10' 20' 40'

1" = 20'

SAW CUT EXISTINGPAVEMENT-BROAD STA. 2+33

C PERRY CREEK

23.83'

EXISTING ASPHALT WIDTH

APPROXIMATE LOCATION OF DOWNSTREAMCULVERT/DEBRIS TO BE REMOVED

25' STREAM BUFFER

25' STREAM BUFFER

25' STREAM BUFFER

25' STREAM BUFFER

C PERRY CREEKLL

EXISTING 8" PVC WATERLINE TO BERELOCATED WITHIN LIMITS SHOWN

REMOVE EXISTINGASPHALT FROM A TO B

REMOVE EXISTING3-96" CMP CULVERT(60 LF)

SAW CUT EXISTINGPAVEMENT-AROAD STA. 1+16

N 1238920.80E 2203663.36

+0

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REMOVE EXISTING CULVERT PREVIOUSLYWASHED DOWNSTREAM OF THE ROAD

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GSWCC LEVEL IICERT. # 0000073529

DEMOLITION LEGEND:

REMOVE COMPONENT

NOTES:

1. CONTRACTOR TO COORDINATE ROAD CLOSURES WITH COUNTY ANDENGINEER.

2. ALL CONCRETE FORMWORK AND REINFORCING BARS TO BE INSPECTEDBY THE FIELD REPRESENTATIVE IN CONJUNCTION WITH THECONTRACTORS 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 MAINTAIN UTILITY SERVICES DURING CONSTRUCTION,WITH MINIMAL INTERRUPTION.

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

7. CONTRACTOR SHALL REMOVE ALL EXISTING FLOWABLE FILL CONCRETETHAT IS ALONG THE SHOULDER OF THE ROAD.

8. CONTRACTOR SHALL REMOVE THE CULVERTS PREVIOUSLY WASHEDDOWNSTREAM OF THE ROAD.

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 TO 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.

N

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C PERRY CREEK

23.83'

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25' STREAM BUFFER

25' STREAM BUFFER

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C PERRY CREEKLL

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2.00:1

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2.73:1

90°2.27:1

60 LF 38' x 8'-1"BOTTOMLESS CONCRETEARCH CULVERT @0.42%

BEGIN GUARDRAILROAD STA. 3+18OFFSET = 17.7'TYPE 12 ANCHOR

BEGIN GUARDRAILROAD STA. 0+32OFFSET = 16.3'TYPE 12 ANCHOR

END GUARDRAILROAD STA. 0+69OFFSET = 15.9'TYPE 1 ANCHOR

END GUARDRAILROAD STA. 2+81OFFSET = 14.7'TYPE 1 ANCHOR

TEMPORARYCONSTRUCTIONEASEMENT

PERMANENTEASEMENT

TEMPORARYCONSTRUCTIONEASEMENT

PERMANENTEASEMENT

8" GATE VALVE WITH"DEADMAN" BLOCKINGROAD STA. = 1+02.05OFFSET = 16.72'

BEGIN 16" STEELCASINGROAD STA. = 2+11.11OFFSET = 42.0'

INSTALL 8" RESTRAINTJOINT DIP ALONGPROPOSED ROUTE

POINT OF DEFLECTIONROAD STA. 0+44.4OFFSET = 15.8'

TREE PROTECTIONFENCE

5C-502

TREE PROTECTIONFENCE

STAGING AREA

2C-502

1C-502

2C-501

2C-501

1C-503

POINT OF DEFLECTIONROAD STA. 3+05.8OFFSET = 17.1'

6C-502

52.84'

112.70'

52.86'

49.12'

102.32'

49.12'

85.76'

63.63'

84.1

6'

61.46'

79.49'

54.01'

54.38'

43.65'

37.33'

45.0

1'

28.36'

54.79'

HEADWALLHW-AINV. = 799.49'

HEADWALLHW-BINV. = 799.24'

2C-503

4C-503

1C-503

2C-503

4C-503

1C-501

1C-503

3C-503

4C-503

1C-503

3C-503

4C-503

3C-503

3C-503

END 16" STEELCASINGROAD STA. = 1+38.67OFFSET = 41.7'

NEW STANDARD DUTYASPHALT PAVEMENTSEE SITE PAVING LEGEND

45° BENDROAD STA. = 1+08.59OFFSET = 16.6'

45° BENDROAD STA. = 2+16.11OFFSET = 42.0'

45° BENDROAD STA. = 2+41.15OFFSET = 17.5'

4C-502

4C-502

4C-502

GDOT TYPE 3 RIP RAPAT 1.13' DEPTH

3C-502

EXISTING WATER LINE TO REMAIN IN SERVICE

EXISTING GAS LINE TO REMAIN IN SERVICE

3C-501

3C-501

8" GATE VALVE WITH"DEADMAN" BLOCKINGROAD STA. = 2+47.65OFFSET = 17.73'

5C-502

2C-502

1C-502

GDOT TYPE 1 RIP RAPAPRON AT 3.0' DEPTH

LINE REPRESENTS 5' OFFSET FROM WATERLINE. RIP RAP WEST OF LINE TO BE TYPE 1.RIP RAP EAST OF LINE TO BE TYPE 3.

45° BENDROAD STA. = 1+33.67OFFSET = 41.7' 4

C-502

3C-501

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4C-502

3C-502

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C-103

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NOTES:

1. CONTRACTOR TO COORDINATE ROAD CLOSURES WITH COUNTY ANDENGINEER.

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. GUARDRAIL OFFSETS ARE MEASURED FROM THE CENTERLINE OF THEROAD TO THE FACE OF THE GUARDRAIL.

SITE PAVING LEGEND:

NEW STANDARD DUTY ASPHALT PAVEMENT:-1.5'' 9.5mm SUPERPAVE ASPHALT TOPPING-2.5" 19mm SUPERPAVE ASPHALT BINDER-APPLY TACK COAT AT A RESIDUAL RATE OF0.05 GALLONS PER SQUARE YARD.-8'' GRADED AGGREGATE BASE COMPACTEDTO 100% MAX DRY DENSITY.-UPPER 12" OF SUBGRADE TO BE COMPACTEDTO 98% OF MAX DRY DENSITY.

N

0

SCALE:

10' 20' 40'

1" = 20'

C PERRY CREEK

25' STREAM BUFFER

25' STREAM BUFFER

25' STREAM BUFFER

C PERRY CREEKLL

802

804806

796

798

800

802

804

800 802 804 806

800

802

+0 00

+1 00

+2 00

+3 00+3 23

+1

00+

200

+3

00

oo

oo

oo

oo

oo

oo

oo

oo

oo

oo

oo

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2.00:1

4.02:1

2.00:1

4.35:1

2.73:1

90°

800

810

810

796 79

8 802

804

804

804 80

6

806

808

808

2.27:1

PERMANENTEASEMENT

TEMPORARYCONSTRUCTIONEASEMENT

TEMPORARYCONSTRUCTIONEASEMENT

TREE PROTECTIONFENCE

TREE PROTECTIONFENCE

PERMANENTEASEMENT

GDOT TYPE 3 RIP RAPAT 1.13' DEPTH

GDOT TYPE 1 RIP RAPAPRON AT 3.0' DEPTH

23.69'

EXISTING ASPHALT WIDTH

HEADWALLHW-AINV. = 799.49'

HEADWALLHW-BINV. = 799.24'

60 LF 38'x8'-1" PRECAST BOTTOMLESSCONCRETE ARCH CULVERT @0.42%(CONSPAN, FORTERRA ORENGINEER-APPROVED EQUAL)

2C-501

2C-501

GDOT TYPE 3 RIP RAPAPRON AT 1.5' DEPTH

BOUNDARY REPRESENTSTYPE 1 RIP RAP LIMITS

SCALE: HORIZ: 1"= 20' VERT: 1"= 4'OLD SENOIA ROAD CULVERT TYPICAL CULVERT

790

795

800

805

810

815

820

790

795

800

805

810

815

820

0+00 1+00 2+00 3+00

4.35:1

4.02:1

-2.26%

-1.82%

-9.78%

EXISTING GRADE

FINISHED GRADE

60 LF 38'x8'-1" BOTTOMLESSCONCRETE ARCH CULVERT @0.42%

OLD SENOIA ROAD ℄ STA.1+75.01

GUARDRAIL

EXISTING WATER LINE TO BE RELOCATED

RELOCATED GASLINE

HEADWALLHW-BINV. = 799.24'

HEADWALLHW-AINV. = 799.49'

RELOCATED 8" DIP WATERLINE WITH 16" STEEL CASINGREINFORCED CONCRETE FOOTING (PER

GEOTECHNICAL RECOMMENDATION)

GDOT TYPE 3 RIP RAPAT 1.13' DEPTH

GDOT TYPE 3 RIP RAPAPRON AT 1.5' DEPTH

3' MIN

.

RIGHT-OF-WAYSTA. 0+97.43 RIGHT-OF-WAY

STA. 1+58.96

PERMANENT EASEMENTSTA. 2+14.40

PERMANENT EASEMENTSTA. 0+48.31

GDOT TYPE 1 RIP RAPAPRON AT 3.0' DEPTH

GUARDRAIL

EXISTING GAS LINE TO BE RELOCATED

Checked By:Drawn By:

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1899

PO

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70) 8

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GSWCC LEVEL IICERT. # 0000073529

C-104

GR

AD

ING

PLA

N &

DR

AIN

AG

E P

RO

FILE

CGHADL

N

0

SCALE:

10' 20' 40'

1" = 20'

NOTES:

1. CONTRACTOR TO COORDINATE ROAD CLOSURES WITH THE COUNTYAND ENGINEER.

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. ROAD TO BE GRADED FROM CROWN TO EDGE OF ASPHALT AT 14" PER 1'.2. MINIMUM SHOULDER WIDTH TO BE PROVIDED IS 6 '. SHOULDER SHALL

BE GRADED AT 12" PER 1'.3. SIDE SLOPES TO BE GRADED AT A MAXIMUM SLOPE OF 2:1, PREFERRED

3:1 SLOPES WHERE POSSIBLE.4. ROAD CROSS SECTION SHALL COMPLY WITH FAYETTE COUNTY

STANDARDS (SEE SHEET C-501, DETAIL 1).5. CONTRACTOR SHALL FINE GRADE ALL AREAS PRIOR TO SEEDING OR

FINAL STABILIZATION FREE OF ROCK AND OTHER DEBRIS.6. BACKFILL MATERIAL FOR AREAS OUTSIDE OF TRAVELED ROADS,

DRIVEWAYS, OR EMBANKMENTS SHALL BE COMPACTED TO A DENSITYOF NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE STANDARD PROCTOR TEST REFERENCED INASTM D698.

FLOW SUMMARY TABLE

STORMFREQUENCY

FLOW (CFS) OUTLET VELOCITY(FPS)

DOWNSTREAMVELOCITY (FPS)

10-YEAR 1331 10.7 14.8

25-YEAR 1684 11.6 14.9

100-YEAR 2211 13.1 15.3

DRAINAGE AREA = 2787 ACRESSTREAM SLOPE = 16.8%

NOTE:

1. CONTRACTOR SHALL SUBMIT FOUNDATION AND PRECAST CONCRETEARCH CULVERT DESIGN SEALED BY A LICENSED PROFESSIONALENGINEER IN THE STATE OF GA FOR ENGINEER REVIEW AND APPROVALPRIOR TO RELEASING FOR FABRICATION.

C PERRY CREEK

23.83'

EXISTING ASPHALT WIDTH

APPROXIMATE LOCATION OF DOWNSTREAMCULVERT/DEBRIS TO BE REMOVED

25' STREAM BUFFER

25' STREAM BUFFER

25' STREAM BUFFER

25' STREAM BUFFER

C PERRY CREEKLL

802

804806

796

798

800

802

804

800 802 804 806

800

802

+0 00

+1 00

+2 00

+3 00+3 23

N 1238920.80E 2203663.36

+0

00+

100

+2

00+

300

+3

51

oo

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2.00:1

4.02:1

2.00:1

4.35:1

2.73:1

90°

SF

SF

SF

SF

SF

SFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF

SFSF

SF

SF SFSF

SFSF

SF

SFSF

800

810

810

796 79

8 802

804

80480

4 806

806

808

808

2.27:1

TREE PROTECTIONFENCE

5C-503

LIMITS OF DISTURBANCE0.99 ACRES

TREE PROTECTIONFENCE

33.40640°-84.47123°

5C-503

Sd1-SDOUBLE ROW

Sd1-SDOUBLE ROW

Ds1Ds2Ds3

Ds1Ds2Ds3

LINE AREAS WITHTYPE 3 RIP RAPTYP. EACH SIDE

Ss

Su

OR

Ss

Su

OR

Co

AS REQUIRED

AS REQUIRED

1C-504

St

St

Checked By:Drawn By:

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70) 8

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: (77

0) 8

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GSWCC LEVEL IICERT. # 0000073529

C-105

ER

OS

ION

CO

NTR

OL

PLA

N

CGHADL

Sheet

N

0

SCALE:

10' 20' 40'

1" = 20'

TABLE NO. 1GRADED RIP RAP STONE

Type Screen Size inches (Sq. opening) Max. Avg. Min.

Common Uses

Filter Stone ASTM D-448

3 12 9 5 Creek Banks Pipe Outlets

6 or 57

Co

Ds1 SOIL STABILIZATION (MULCHING)

Ds2 SOIL STABILIZATION (TEMP. SEEDING)

Ds3 SOIL STABILIZATION (PERM. VEGETATION)

CONSTRUCTION EXIT

EROSION CONTROL LEGEND

Ds3

Ds1

Ds2

Sd1-SSF SEDIMENT BARRIER

1 24 12 7Lakes &

Shorelines, Rivers

3, 4 or 5

GwC2 GWINNETT SANDY CLAY LOAM, 6 TO 10 PERCENT SLOPES, ERODED

GwC3 GWINNETT SANDY CLAY LOAM, 6 TO 10 PERCENT SLOPESSEVERELY ERODED

WEHADKEE SOILSWH

NOTES:

1. PERMANENT VEGETATION SEED MIX SHALL CONSISTOF 1 LB OF ORCHARDGRASS, 0.5 LB OF RED CLOVER,AND 2 OZ OF LADINO CLOVER PER 1000 SQ. FT.

Ss SLOPE STABILIZATIONSs

TREE PROTECTION FENCE

Su SURFACE ROUGHENING

St RIPRAP OUTLET PROTECTION

TREE PROTECTION"SNOW" FENCE

Checked By:Drawn By:

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70) 8

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FAX

: (77

0) 8

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GSWCC LEVEL IICERT. # 0000073529

C-501

CO

NS

TRU

CTI

ON

DE

TAIL

S

CGHADL

DETAIL1SCALE: N.T.S.-

DETAIL2SCALE: N.T.S.-

5'-0"6'-0"

5'-0"6'-0"

Unbalanced Tee & Plug

1'-0"

0'-9"0'-11"

1'-9"1'-9"

1'-0"1'-6"

1'-0"1'-6"

1'-3"

1'-0"1'-0"

1'-0"

0'-11"0'-10"

Soil Pressure = 2000 PSF

6"4"

18"16"

8"

10"12"14"

24"

20"

1'-9"1'-7"1'-3"1'-3"1'-3"

4'-0"4'-0"3'-6"3'-0"2'-6"2'-0"

3'-6"3'-0"3'-0"2'-6"

4'-6"5'-6"

0'-11"0'-9"

2'-4"1'-11"

1'-9"1'-9"1'-3"1'-3"

4'-0"5'-0"

2'-9"2'-3"2'-0"2'-0"1'-9"

1'-6"1'-3"

3'-0"3'-9"

1'-9"1'-11"

1'-7"1'-4"1'-3"

1'-0"

5'-0"5'-6"

5'-0"5'-6"

4'-0"3'-6"3'-0"

2'-6"

4'-0"3'-6"3'-0"

2'-6"

7'-0"6'-0"

2'-7"2'-1"

7'-0"6'-0"

3'-3"3'-6"

2'-6"2'-3"2'-0"

1'-9"

4'-6"

3'-9"

1'-2"

1'-3"1'-3"1'-6"1'-6"

1'-2"1'-0"

2'-6"2'-4"

2'-1"

1'-4"

1'-6"1'-8"1'-11"

2'-3"

2'-10"2'-5"

Line Pressure = 200 PSI

1'-6"

1'-3"1'-0"

2'-9"

1'-6"2'-0"2'-3"2'-6"

5'-0"6'-0"

1'-6"1'-0"

Tee

3'-0"3'-6"

4'-0"

2'-0"

2'-6"3'-0"3'-6"

1'-9"

1'-3"1'-6"

5'-0"6'-0"

4'-6" 2'-0"2'-3"2'-9"

3'-6"3'-0"2'-6"

2'-0"

1'-6"1'-0"

4'-6"4'-0"

1'-0"

1'-0"1'-0"

1'-0"

3'-6"3'-0"2'-6"

2'-0"

1'-6"1'-0" 1'-0"

1'-6"

4'-6"4'-0"

2'-0"

2'-6"3'-0"3'-6"4'-0"4'-6"

6"4"

18"16"

8"

10"12"14"

24"

20"

PipeSize

XA B C D

Soil Pressure = 2000 PSF

6"4"

18"16"

8"

10"12"14"

24"

20"

Line Pressure = 200 PSI

6"4"

18"16"

8"

10"12"14"

24"

20"

PipeSize

XA B C D

Soil Pressure = 2000 PSF

6"4"

18"16"

8"

10"12"14"

24"

20"

45 DEGREE BEND

90 DEGREE BEND

Line Pressure = 200 PSI

6"4"

18"16"

8"

10"12"14"

24"

20"

PipeSize

XA B C D

0'-10"

0'-7"0'-9"

1'-0"

1'-0"1'-6"

1'-0"1'-0"

1'-0"1'-3"

1'-9"1'-6"

1'-8"2'-0"

11 1/4 DEGREE BEND

22 1/2 DEGREE BEND

1'-6"1'-5"1'-4"1'-2"1'-0"

0'-9"0'-7"

1'-4"1'-3"

0'-10"

1'-0"1'-2"1'-2"

1'-9"2'-6"

2'-9" 1'-6"2'-9"

1'-3"1'-0"1'-0"1'-0"

2'-6"2'-3"2'-0"1'-9"

1'-0"1'-0"

3'-0"3'-6"

3'-0"3'-6"

1'-0"1'-0"

2'-0"1'-9"

1'-0"

1'-3"1'-6"1'-6"

1'-0"

2'-3"2'-9" 2'-9"

2'-3"

1'-9"

1'-6"

1'-3"

2'-0"

2'-6"2'-3"

1'-6"1'-6"1'-3"

1'-0"

1'-0"1'-0"

2'-0"1'-9" 1'-0"

1'-0"1'-0"

1'-0"

1'-0"1'-0"

1'-0"

A

B/2

B/2

B

D

X

D

X

B/2

B/2

B

TEE - PLAN

UNBALANCED TEE OR PLUG - PLAN

45

45

UNDISTURBED SOIL (TYP)

AX

A

A

DB/2

B/2

X

B

HORIZONTAL BEND - PLAN

B/2 B/2

B

X

2/3 C

1/3 C

VERTICAL BEND - ELEVATION

45

UNDISTURBEDSOIL (TYP)

THRUST BLOCKINGN.T.S.

C/2

C/2

C

D

X

SECTION A

45

45

D

B/2

B/2

C/2

C/2

C

B/2 B/2

B

2' +

PIPE O.D.+ 2 FT.

UNDISTURBEDSOIL

REDUCER

FLOW

REDUCER - PLAN

SECTION B

NOTE: THESE THRUST BLOCKING DETAILS SHALL BE USED IN CONJUNCTION WITH RESTRAINT JOINT PIPE.

TYPICAL THRUST BLOCK INSTALLATION DETAIL3SCALE: N.T.S.-

A

B2'

DEADMAN

DETAIL5SCALE: N.T.S.-

SCALE: N.T.S.

PROFILE STREAM CROSSING0

5

10

15

20

0

5

10

15

20

3' M

IN

4.0'

MIN

RIPRAP

PROPOSED WATER MAIN

STEEL CASING

EXISTING GRADE

VERTICAL FITTING (TYP.SEE SHEET C-103)

NOTE: ALL FITTINGS SHALL HAVE CONC. THRUST BLOCKS PER DETAIL 3 ON SHEET C-501

Checked By:Drawn By:

Project No.:Designed By:

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2 3 4 5 6 7

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SEN

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FAYE

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1899

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00A

TLA

NTA

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303

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L: (7

70) 8

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FAX

: (77

0) 8

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950

GSWCC LEVEL IICERT. # 0000073529

C-502

CO

NS

TRU

CTI

ON

DE

TAIL

S

CGHADL

----

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: 18" 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 DETAILS1 AND 2 , SHEET C-504

(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 SPECIFICATIONSREQUIREMENTS, WHICHEVER IS GREATER.

CASING AND CASINGSPACERS SPACING PERDETAIL AND SPECIFICATIONS

8" DIP

CASING ENDSEAL

CASCADE WATERWORKS MFG.STEEL SPACERS

(VARIES BY CASING SIZE)

DETAIL3SCALE: N.T.S.-

16" STEELCASING PIPE

RESTRAINED JOINTS(MEGALUGS)

STEEL CASING

8" DIP

DETAIL4SCALE: N.T.S.-

DETAIL1SCALE: N.T.S.-

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WATER MAIN STREAM CROSSING

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C-504

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YEARTYPE OF SPECIES TOP DRESSINGRATE

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N

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FERTILIZER AND MULCHINGREQUIREMENTS

ANALYSIS OREQUIVALENT

PLANTING DATESRESOURCEAREA 3/

BROADCASTSPECIES REMARKS

DISTURBED AREA STABILIZATION(PERMANENT VEGETATION)

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

Figure 6-14.1

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

Figure 6-27.2

DISTURBED AREA STABILIZATION(WITH MULCHING ONLY)

MATERIALS INSTALLATION

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)

DISTURBED AREASTABILIZATION (TMP. SEEDING)

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

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

SPECIESBROADCAST RESOURCE

AREAPLANTING DATES

REMARKS

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

75

USGS QUAD MAPNOT TO SCALE

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PROJECT LOCATION

RECEIVING WATER:PERRY CREEK

DRAINAGE BASIN:2787 ACRES

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EROSION CONTROL NOTES:1. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST MANAGEMENT PRACTICES FOR EROSION CONTROL AND SHALL COMPLY WITH THE STANDARDS AND

SPECIFICATIONS 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.

11. PRE AND POST RUNOFF COEFFICIENTS ARE THE SAME FOR THIS SITE.

EROSION CONTROL CHECKLIST CERTIFICATIONS1. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION

WITHOUT 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.

5. ALL STREAM BUFFER DISTURBANCES ARE ASSOCIATED WITH THE CULVERT REPLACEMENT. THE PROJECT DISTURBS LESS THAN 100 LINEAR FEET OF STREAM AND ISCLASSIFIED AS A UTILITY CROSSING. AS SUCH NO USACE PERMIT OR BUFFER VARIANCE IS ANTICIPATED.

6. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

"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."

FILL SLOPE TREATMENT

TRACKING

TYPICAL INSTALLATION GUIDELINES FOR ROLLEDEROSION CONTROL PRODUCTS (RECP)

BLANKET AND MATTING CROSS-SECTIONS

Su SURFACE ROUGHING SLOPE STABILIZATIONSs2014 MANUAL FOR EROSION AND SEDIMENT CONTROL(GREEN BOOK) Figure 6-35.2

2014 MANUAL FOR EROSION AND SEDIMENT CONTROL(GREEN BOOK) Figure 6-10.1

VEGETATIVE PRACTICES

DISTURBED AREASTABILIZATION

(WITH MULCHINGONLY)

DISTURBED AREASTABILIZATION

(WITH TEMPSEEDING)

Ds1

Ds2

1

CONSTRUCTION SCHEDULE

INSTALLATION OF SEDIMENT

GRASSING

CLEARING, GRUBBING

PIPE INSTALLATION

FINAL LANDSCAPING, GRASSING

SOIL CONTROL MEASURESMAINTAINING OF EROSION AND

DEMOLITION

2MONTHS 3

PAVING

PERMANENTVEGETATION Ds3

CONTROL MEASURES

STRUCTURAL PRACTICES

CONSTRUCTIONEXIT

SEDIMENTBARRIER

Ss Ss

Su Su

PRIMARY PERMITTEE TO BE PROVIDED AFTER PROJECT IS AWARDED.24 HOUR EROSION CONTROL CONTACT: PHIL MALLON (770-313-9855)

SF

NOTE: THE RECEIVING WATERS FOR THIS PROJECT IS PERRY CREEK

StRIPRAPOUTLET

PROTECTION

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DETAIL1SCALE: N.T.S.-

PIPE OUTLET TO FLAT ARE - NO WELL DEFINED CHANNELSt 2016 MANUAL FOR EROSION AND SEDIMENT CONTROL (GREEN BOOK)FIGURE 6-34.3