fayette county antebellum way no less than 98% of the modified proctor maximum density (aashto t -...
Post on 18-May-2018
218 Views
Preview:
TRANSCRIPT
www.tetratech.com
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
CO
NTR
AC
T N
O: 9
40-P
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
0
SCALE:
1 200 400
1" = 200'
N
PROJECT SITE
NOT TO SCALE
PROJECT SITE
AN
TEB
ELL
UM
WA
Y
ANTEBELLUM WAY
N
REBEL RISE
CAVALIER COURT
SA
BR
E L
AN
E
MOUNTAIN LAUREL
WARREN W
AY
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
Checked By:Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 11
:04:
29 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\G-0
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
G-001
GE
NE
RA
L N
OTE
S
CGMRDL
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
Checked By:Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:41:
45 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\G-0
02.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
G-002
LEG
EN
D A
ND
AB
BR
EV
IATI
ON
S
CGMRDL
STORM SEWER
SANITARY SEWER
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
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
AN
TE
BE
LL
UM
W
AY
(60'
R/W
)
22.98' EXISTING 8" WATER LINETO REMAIN IN SERVICE
EXISTING GAS LINE (SIZE, MATERIAL,AND DEPTH TO BE FIELD VERIFIED)
C-101
EX
ISTI
NG
CO
ND
ITIO
NS
CGMRDLChecked By:
Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:44:
50 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-1
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
0
SCALE:
10' 20' 40'
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
TE
BE
LL
UM
W
AY
(60'
R/W
)
+0
00+ 1
00+ 1
95
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
C-102
DE
MO
LITI
ON
PLA
N
CGMRDLChecked By:
Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 11
:05:
42 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-1
02.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
0
SCALE:
10' 20' 40'
1" = 20'
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.
AN
TE
BE
LL
UM
W
AY
(60'
R/W
)
+0
00+ 1
00+ 1
95
x
x x x x x x x
+0
00+ 1
00+ 1
95
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
SIT
E P
LAN
CGMRDLChecked By:
Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
3/15
/201
8 12
:44:
25 P
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-1
03.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
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.
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
803
804
+0 00 +0 50
+0
00+ 1
00+ 1
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
C-104
GR
AD
ING
PLA
N A
ND
STO
RM
DR
AIN
PR
OFI
LES
CGMRDLChecked By:
Drawn By:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:44:
12 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-1
04.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
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
-104
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:37:
39 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
C-501
CO
NS
TRU
CTI
ON
DE
TAIL
S
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'
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:38:
28 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
C-502
CO
NS
TRU
CTI
ON
DE
TAIL
S
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:
Project No.:Designed By:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:39:
13 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
C-503
CO
NS
TRU
CTI
ON
DE
TAIL
S
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
NS
TRU
CTI
ON
DE
TAIL
S
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
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 3:
34:5
5 P
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
04A
.DW
G -
RE
YN
OLD
S, M
AR
Y
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
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:
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 10
:40:
11 A
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
200-01297-16020
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
FAYE
TTE
COUN
TY
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
C-505
ER
OS
ION
CO
NTR
OL
DE
TAIL
S
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
ww
w.te
trate
ch.c
om
MA
RK
DA
TED
ES
CR
IPTI
ON
BY
1/19
/201
8 1:
07:2
9 P
M -
O:\P
RO
JEC
TS\A
TLA
NTA
\IER
\012
97\2
00-0
1297
-160
20\C
AD
\SH
EE
TFIL
ES
\C-5
01.D
WG
- A
CK
ER
MA
NN
, HA
NN
AH
1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Cop
yrig
ht: T
etra
Tec
h
AN
TEB
ELL
UM
WA
Y C
ULV
ER
T R
EP
LAC
EM
EN
T
1899
PO
WE
RS
FE
RR
Y R
OA
D S
E, S
UIT
E 4
00A
TLA
NTA
, GE
OR
GIA
303
39TE
L: (7
70) 8
50-0
949
FAX
: (77
0) 8
50-0
950
GSWCC LEVEL IICERT. # 0000073529
C-506
ER
OS
ION
CO
NTR
OL
CH
EC
KLI
ST
01/19/2018
210 ANTEBELLUM WAY, FAYETTE VILLE, GA 30215ANTEBELLUM WAY CULVERT REPLACEMENT PROJECT
top related