20030271 Ver 1_MAPS_20030307

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~ ~ ~ _ , ~ ~ ~ \ 146 ~ ~
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<k~' ~ ~ Z kn ~ ~ I ,5
~ ~ ~ ~ ,r ~ ~ ~ ~ TEMPORARY SEDIMENT QASIN ~3 W(TH ~ < ~ ~ ~ i CREEDMOOR
ILT T'EN E WITH a' COWERED SECTION t~ ~ ~ STRAW MULCH W!TH NYLON i
' ~ BASIN SIZE:-6'W X 12'L X~ i.SD ~ ~x~ I NETTING STA LED IN PLACE X -SEE DETAIL \ S ~ -SEE DETAIL ~ ~
x ~k ~
~N XXX~ \ n:~ ~ ~ .~Cr . ~ ~hx ~x~; CULVERT 2 i~ ~ i / ~
NOTE! DO -N(3T Q18TURB vEGETAT;OTJ :~(X ~ ~ # h k..,~r~w.~x ~ ? ~ 44 L.F~ F ~ ' R / /
~ ~ IN ZONE 1 RIPARIAN BUFFER 14 ~ 0 8 C P ~~1'`,~ ' ®2.0% WITH F.E.S. ~ - i
~ DURING .CONSTRUCTION OPERATIONS '~~C" ~ ' - / x' ti(~r ~ `y~ ~ ~ - 18" INV. IN = 210.09 a' k, 1Y y
X X X,~ 18" INV. OUT = 209.21 "~x~ ' / ~ /
13 ~ RIPRAP ENERGY DISSAPATOR ~ / ~
/ ~ CL. 'A' RIPRAP - ~ " i /
~,xw ~ ;ti ~ SIZE: 4.5'W X 6'L X 12" THK. x ~ ~ TOW OUS ~ / VI INITY MAP - N T T ~ C 0 0 SCALE
~`t~~>t BULL 7 ~2 i
ET NEW SU.T FENCE ?!,K ~
AT TDB pF SL6PE ~ ~ ,A OC / " X xr~ ~ L FIL~'ER
~ -21'`C ~"i
:x ~ , ~ y
, ~ , .x x.~X, ~ ' ~ a ExI~T. 24" ENV OUT t ~ 7,13
~ 1 ; ~ ~ ' ~1
TEMPORARY SEDIMENT BASIN ~4 x x - - i DRAINAGE AREA = 0.06 AC. " CULVERT ~1 44 L.F. OF 18" R.C_F. ~ ~
DISTURBED. AREA = 0.06 AC. ~ ~ ~ - ~t~ 44 L.F. OF ~ i ®2.0~ i r ®2.0~ WITH F.E.S. ~ ~ ~ ' i,
0 2 SIZE: 6'W X 12'L X 1 5D u,"" _ - 1~ 18" INV. II v 4 WEIR ~ ' i< ~ \ ® 18" INU. OL 18" INV. IN = 196.69 j ~ ~ ~ r` i ~
h . i C ~ ~ , 18" INV. OUT = 195.8 ~ ~ ' }-1 J
W 1 " v NORTH AMERICAN GREEN SC-250 0 GREEN SC-250 ~ ~ i
~ gas ~ ~ ~ AIN I ET 2 ERj~SfON CONTROL BLANKET )NTROL BLANKET ~ h _ l r l~ r, , i ~ r c~ ~'1
'y~ ~ # IN PLACE ' SEE DETAIL- ,r ~ 1 OG _ - ' r ~~;}'k ~ i E SEE DETAIL ~ ~ ~ ~ - I' ' ~ , w~ , ~ 'L ~ i
FUTl,fAE WOOO~N RECR~ATIQNAL ©dCK ~ r~\ ~ . ~ Nt IL ,~.kX`iX\~~`.~~ ~ ~ ~ ~ j~ ? i 1 RAIL CONSTRUCTION EXIT
~>~x x ~ ~q~ ~ 208 ~ ;1 x X~ ~ 1 ~ ' V ~ ~ ~ ~ 1 -SEE ©ETAIL ~ ~
1 1 ~ ~ ~
~ ~x ,x r~'xXx'~ ~ B IL 3 ~ ~ X08 ~ \ 'A AT ~ IPRAF~~NERGY D1S5 P OR
i ti ~~Cx~ 'v , ~~~xx,~'K ~ ~ ~T' ~ r ~~x .,t,~ ~ , n x u ~ y 207 ~ ' ~ ~ CL 'A' RIPRAP ~ 1 4. 'W~f X T K. S 5 2" h 6' L
a'~k _ X ~ ~ X ~r i . l~ ~ X ~ .x. , is ~ A ~ 1 ~ ~ ~ TCHL 'C'
`~A XX -uX~.~"X} .~'X 1~ ~ir.~`•' ~i-~i a,x.Kx,XXaX.~ N,~ x?~~4X ,x, k'~F?~x ~X i~, ~ ~ ~ ~ Jl i'' x k ~'l ~C ~~e k r ti ~ ~ 1r 7 ~ Y i~ `s V t
~ V A `4-a~ ~ 1. ! . " X x ~l k ~,A~~,~yX \ , ~ -,,~~C~n~ :~~x~~~ k.,~ ~,1~ ~ ~ " ~~X ~ Y ~ fY~ k~~x~.'~~ ~ \ ~ ~ V i' 206 ~ ~~p+ \ ~ X X . ~C X~~ , )C l`v ,x r ~ ~ " . , -xr(n .~C , ">~X ~ ~ k v , , r ` ~ ~ V , ps ~ ~ ~ u, '7.,
A ~ K X - ~C X k~~ .~c ,X f X ' X X ! ~Y N X, ~ W ~j~ ~ i 9 ~O ~ ,~v ~ TRAW MULCH WITH NYL~
J" l~r ~ o ~ ~ ~ ~ ~ NETTING STAPLED Irv PLACE j ~ -SEE DETAIL ~V T MP RARY fM . T "A I'
~ . ~ \ . ~ -u-~- ~ ~ A V t~' ~ \ 20 ~ p ~ E D SE6_EN d SN r~- 4 ` ~ XI ~T.v 'NV .N ` DRAINAGE AREA _0.28 AG
fir- ~ . V A ~ ~ A ~ a,~j.y ~ 3 ~ ~ ~ ~ ~ E S 36 v~ 9„ 3 DISTURBED AREA - 0.2G AC. ~ A ~ SIZE- 16'L X 8'W X 3'D
_ ~ Id~`~~' ~ 4 4' WEIR LENGTH ~ v MP RY SEDIMENT BASIN #1 ~ ~
~ q~ v ~ ~ DR E , A = 0.41 AC. A _ ~ ~ -f2IPRAP ENERGY DISSAPATC!R
~ ~UTtlRE OPEN SHELTfA 8U1tOfNG - ~ - - _ ~ AIN NL 03 ~ T OUSE ' - ~ 2 i ~ o ~ TuR A = 0.31 AC,. / ~ ~ ~ ~ ~ SIZ . 0'L 0~ 3' X ~ CL. 'A' RIPRAP
_ ~ ocK - BU DI 2 ~ - - ~ INLET FILT~~, ' ~ ~ 7 A ~ ~ ~ SIZE: 4.5'W X 6'L X 12" '~h ' . ' ET ' 6 - 7 4' WEIR NGTH ~ ~ ~
\ - - 16 ~ e i T wNHOU _ 4 02 ~ CK ~g INV OUT .33
o ~ 2 BUI~DIIV s q~ T LET FI ~ ~ % i ~'~V` CULVERT ~4 w ~ d ~ ` 40 L.F. OF 18" R_C.P.
of ~ ~ i TH i ~ ®2.0~ WI F.E.S.
r ~ . ~S„ ~ h C y 201 TQ ~ o° 18" ENV. iN = 195.4 ~
~ ~ ~ r ! ~ Q7 /j'' ~ ~~~V 18" NV. OUT = 194.E ~ / ~/y ~ ~ ~ ~ i ~ 1
~4, ?s69 200 ~ ~~oo ~ ~ ~ i ~ O ~ ~ ~ f ~ V / ~ j~ \ ~ V
r ~ p 19 ~ /1, t ST
9 ~ 19 i Y ~ EP~T BAN r~8 ~ ~ ~ i t _ ~ ~ ~ ' I ~ BRAIN., - q.12 AC ~ i~ ~ M --RIPRAP ~NERG'{ ~SaAPATOR
o~ oa T $ i ~ DIST,/A = J2 AC. i ~ , ~ L A' RIPRAP
. ~ ~ 8'1~ X 1 'L 2'D ~ Q ~ . ~ ~ ~ f ~ i 0 ZE. 4.5' X 8' 12" THK. ~ ~4' Wp~IR LEN I ~ I ~ ry L 1E
/ TEMPORARY SEDIMENT BASIN ~5 D AIROC T ~4 ~ v ~ ~ DRAINAGE AREA = 0.21 AC. ~ FILTER ~ ~ C r `h ~ p ~V 'S i - ~ j ~ ~ `f~ GRAVEL CONSTRUCTION EXIT
elp DISTURBED AREA = 0.21 AC. l 19 1~ ~9 ~ ~ l I ~ c S DETAIL , ,
SIZE: 10'W X 20'L X 2'D ti ~ 6 s 4' WEIR LENGT '~~or',~1, T WNHOU E ~ i r 1 (iy~ S , ~ ` / ~ cup v~T ~ ~ ~ ; E
w ~ ~ BUILDIN 5 ' ~s~ r \ j ti R ~ .x ~ i ~ ~ F~ ~ ~ ~,l . i 40 F>. ~ p~ j ~ , , A ~ ' OF 18" C.P. ~ ~ iK ~ %
~P ~ I ~ ~ ~ ~ / 2.0~`,WITH F.E.S` W USE M 'a' ~ ~ ~ i `~l8' INV. N = 197.4 ~
~ ~ 0 ~ ~ 1 `i ~ ~ 9 r. ~ ~ INV. r = 198.85 ~ ~ 1 B LNG 1 r; 9 ~ ~A /f
~ ~ K / ~ / / ~
~ oc l ~ ~ ~ INL D~ ~ ~ , A 1 r ~ i' / INL I T FIL E% ~ t' ~>c 9951~`s.f. ~ 2 ~ - k
0 RAI INL 8 ~ ~ J4. - / 2 L F 15" ~N 9, ~ Nl. R CK ~ / ` ~ ~ _ j ~
IN I LET ~ ~ '/r , r° H1 ~ ~ ~ l INL FILT \ I ' ° ~ ~ ~ ~ , ~ - l ! 2 ~ / I ~ ~V ~ ~
T 3~ ~ 1 ~ r` ~ ~ ~ ~ j F. z~ ~ r4 (q 1o B , 1 ,
T MPORARY ~ IM NT AIN HI 1 ~ E ~EQ E B S ~'6 w t.F N 6410s.f:, a~ ~ lg9 .
DRAINAGE AREA = 0.20 AC ` ~ DISTURBED AREA = U.20 AC ~ ~ R C% , aF ~ , ~ ~ ~ ~l '9/ Q ` ~ ~F ~ hqC ~ 2 ~ 1 S ~ \ l
~ ~ SIZE: 10'W X 7.0'L X 2'D
i ~ 4~ WEIR "NGT el ~ row ousE - ~ e L` ~`B,UI DING 4 , ' i e~p ti~ ~ ~ ~ ~ i ti ~ o ~
C' 1~ 1 •S l ~Y ~ \ ~ ~ 1 V ~
i ,I-' ~-SIL FENC~ ~ qly 6: ~ ~ ~ c t . 7 A / 9~ /
NS ~ o p ti i s. ~ ~ ~ \ \ ~ 4 ~ , ~
1598. ~ / eq DRANAGE STRUCTURE SCHEDULE ~ 496 ,o 00 i 1 ~ DAY~~ARE oe " ~ ~
4p 2b o,• ~'T o° ~ i' ; i e o,.- ~ BUILDf~1C~ r. ~i 2 ~ DRAIN ~NLE~ ~8 ~ ~ ~ OCK ~
DRAIN INLET i DRAIN INLET ~8 ` RIN EL, = 211.5 RIM EL. = 198.0 i ~ ~ IPRAP ENERGY ~SSAPATOR i INLET FILTER ~ ~ '
15" INV. OUT = 209.0 15" INV. OUT = 193.75 TEMPORARY SEDIMENT BASIN ~ . 'A' RIPRAP / ~V IPRAP ENERGY DISSAPATOR ~ ~ ~ °r:,A% ~..1
DRAINAGE AREA = 0.16 AC DRAIN INLET ~2 DRAIN INLET ~9 DISTURBED AREA = 0.16 AC. Cl. 'A' RIPRAP 1 ~ S1Z 4~5~W X 6'L X~~12' THK, ~ q / 1 ~ ~ SIZES 4.5'W X 6'L X Z" THK. ~ ~ ~ ~ ~ ~ i j
Rlf~d EL = 208.6 RIM EL = 195.5 SIZE: 9'w x 18'L X 2'D ~ ~
15" INV. IN 208.1 15' INV. IN = 193.0 ' 15" INV. OUT = 205.6 15" INV. OUT = 192J5 4' WEIR LENGTµ-- e1p TEMPORARY SEDIMENT BASIN ~6 ~ ~ ~ ' DRAINAGE AREA = 0 20 AC ~ ' _ ~ = ,i ,
~~1' V, ~ r-' DISTURBED AREA - .,10 AC. l 19 ~,A W i ~
DRAIN INLET ~3 FLAiRED ENO SECTION NOTE: RI~1 EL • 202.9 15" INV OUT = 192.25 S ~ ' SIZE. 10'W' X 20'~ x ~ D j J ~ ,
15" INV. IN = 200.4 1 BOUNDARY AND TOPOGRAPHIC SUR~~EY DATA -FROM PLAN DRAWN BY DAMES R. WILSON, REGISTERED LAND SURVEYOR FOR QUAIL MEADOW 15" INV. OUT = 199.9 SUBDIVISION. 4' WE'R ~_ENGTH-' ~B ~ ~ ~ I ~ ~ ~ ~ ~ \ , ~
~ r.
DRAIN INLET ~ 2. ALL CONSTRUCTION SHALL 6E TO fiNE CURRENT STANDARDS AND SPECIFICATIONS OF THE STATE OF NORTH CAROLINA AND GRANVILLE COUNTY, 3 THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE PLANS. Rl~f EL. = 198.2 4 ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. r ' / S \ /
15 INV. IN = 195.7 5. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND 70 BE 1N CONFLICT WITH THE GRANVILLE COUNTY ZONING ORDINANCE SHALL 8E IMMEDIATELY ~ ~ ~
15" INV. OUT = 195.2 REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT, _ - ~ ~a~x
DRAIN INLET 5 6. LGCATIONS FUR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROxIMATE. THE CONTRACTOR SHALL FIELD VER1r1' THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO SAME. Rlf~l EL = 194.4 7 THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF THE SITE. ~Y-~ ~ 9 ~vn' ' ; ,
15~ INV. IN = 192.7 8. THE CONTRACTOR SHALL FAINT SYMBOLS, INSTALL SIGNS ANQ CONSTRUCT NECESSARY RAMPS AS PER THE NORTH CAROLINA BUILDING CODE AND r _
15 INV, OUT ~ 992.4 A.D.A., FOR ALL HANDICAP PARKING SPACES SHOWN ON THE PLAN. , i
DRAIN INLET ~8 9. THE CONTRACTOR SHALL DELINEATE PARKING SPACE LINES, HANDICAP SYMBOLS, DIREGTICNAL .ARROWS, LANE MARKINGS, "STOP" MESSAGES, ETC. AS RIAI EL = 198.5 SHUWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. USE WHITE PAINT, _ ; _ 9
15" INV OUT = 196.0 10. CALL NORTH CAROLINA ONE CALL CENTER (NCOGC) 1-800-632-4949 BEFORE DIGGING. 11. ALL AREAS NOTED AS LAWN OR NOT OTHERWISE OCCUPfED BY PAVEMENT, STRRCTURE, OR PLANTBEDS, SHALL RECEIVE 4" TOPSOIL U . Al OFFICE
DRAIN INLET ~7 12. ALL AREAS INDICATED AS PLANTBEQ SHALL RECEIVE TOPSOIL ° CN REGION A I CNR RALEI 1~ ~ ~ ~Q
Rlkt EL. = 194.2 13. EXISTING STREAM AND PpND ARE CONSIDERED TO BE NUTRIENT SENSlT1VE WATERS IN THE NEUSE RIVER BASIN. DO NOT pISTURB EXISTING VEGETATION ~
15" INV. IN = 192.2 WITHIN 50' FROM EXISTING EDGE OF BANK EXCEPT AS SHOWN ON THESE PLANS OR AS APPROVED /PERMITTED BY N.C.D.W 0. 15" INV OUT = 192.0 14 SEE DETAIL SHEET FCR ACDITIONAL NOTES, SCHEDULES, AND DETAILS PERTINENT TO EROSION AND SEDIMENT CONTROL REQUIRED ON SITE. 50 0 50 1G0 150
TEMPORARY SEDIMENT BASIN X10 /
DRAINAGE AREA = 0.7? AC. _ DISTURBED AREA = 0,60 Ar.
SIZE: 14'W X 28'L X 3'D i~ '
4' WEIR LENGTH-~
No. REVISIONS DATE - DRAWN BY: TAS.
quo REVISED PER NCDENR PRELIMINARY REVIEW 2/28/03 Or PRINTED FOR NCDWO FF REVIEW ~~oo
INC. Quail Meadow Townhomes and Y and Daycare SHEET 2 DESIGNED BY: T.A.S.
WY Land Planning & Landscape Architecture
u e vie owns i Granville County, North P. .Box 1612 Oxford NC 27565 0 C 5 North Carolina Grading an Erosion Control an i DATE: ~/~s/o2 OF; 4
~o rt
919-693-2927 James R. Wilson P.O. Box 455 Creedmoor North Carolina 27522 SCALE: 1..40' JOB NUMBER: 0216

~ - \ / I ~
~ ~J P t - ~ ~r U r I ~ i~
GRAVEL CONSTRUCTION EXJI".~-- i
-IiEE DETAIL` ~ ITCkf~INE A ~a;' 9 DITCHUNE 'B'-USE S1RAW MULCH Wll~d , ~ _ ~ ~ I
NYLON NETTING STAPLED IN PLACE T " - I, I t ~ I ~l
NOTE: EXISTING VEGETATED DITCHUNE li " 1 °o-'/ ~ l f ~ ~
_ - _ ~ ~ ~ W MULCH WITH NYLON t~TT1NG I i_ T~~ORAFHIC AFL CEN?ERUIvE DA?A -FROM ~ ~ vE GA?A -FROM SJR~JEI CONDUCTED B~~ DAMES R WILSON, RE~'~TEkEC ~FlNG SuR~dE?OR, RECENED 'i~3 '03. f
V ' ~ STAPLED IN PLACE - TO LIMfi OF GRADED I 2 A~' ~r~NSrk' ~ ~cti SHALL BE rO THE CURRE , - I 3 ?HE CONTRACTOR SriALL SEC'~~RE ALL NECES~ ~ ~y DIfCHLINE ~ _ E rG THE CURREN? S?ANDARDS AND SPEC~~CATiONS GF THE STATE OF NORTH CAROLINA ANG GRANV,LLE ~C~,tiT~ ~ ~ ~ ;~)RE ALL NECESSARr PERMITS FOR CONSR ~~TIOti ~HUWN t;N THESE PLANS. 1 ~ ~ ~
TEMPORARY SEDIMENT BASIN ~1 , ' ~ j 4_ ALL DIMENSI;NS ANA STAItitNG' PCiNT LOCATIO G PC~,NT LOCATIONS ARE TO 7HE EDGE ~F p4+'EMENr OR f Apt 'F ~i ~R~ t;N~ ~5 ~~T~ER'h' SE tit,?~i, ~ ; 1N ~ I PLANS ?HAT IS FOGNG TO BE iN CONfL!~~ °NiTH THE GRANGILLE LOUtvTY LAND DE'dELUrMENT JRD!NANCE S~'A'~,L 6E 'MMLGIATE~Y j
SIZE 6'W X 12'L X 3' ~ ~ / N CULVERT ~t - 661.F. OF 18 R.C.P. 0 4.OX I ~ ~N~ wCrtK N~WN ~~h THESE PLANS "HAT IS ' kEPORTED TU THE J+NDSCAPE ARCHITECT FC 4' WEIR LENGTH ~ ~ 'INV. IN 289.52 ~ PE ARCHITEC? FOR ADJUSTMENT. ~
- INV. OUT = 286.88' ~ 6 i~~~a'iUNS r~R EX~~STN~ CTIC~!iES SHOWN 0~ RIPRAP ENERGY DISSAPATOR Sri, ~r / ~ ~ ~ .uT~ES ANU SHAM BE Rt~r~'NS~BLE FOR I LiT.ES SHOWN ON THESE PLANS ARE ppPR2XiMATE. THE CLN'R4i~TOR SHA'1 F ELC `.FRr ( ?HE L~JOATiONS OF ALL ~ ~ ` SPC'tiSIBLE fOR DAMAGE r0 SAME. ~
' ' " ~ F"~ ~ - f ~ " ~I THL ;ONTRA~TC~R ~HAJ AT ALL TIMES MAINTi C_L A RIPRAP - 4.5'W X 6 L X 12 THK. ~ ~,C~ , ~ ITCHl1NE C ~ _L / ; ALL TIMES MAINTAIN ADFOUATE SAFETY MEaSURES, ACTIVITIES, AND BARR,CAUES FCR ?HE PRC`TECriON OF THE c,?E 1
" -SEE DETAIL _ _ ' 1 I 8 TF,t ~ -NTRA~ i(?R SHALL BE RESFONSiB~E FO , ~ ~ , , ~ THE ~ ER'~r AiON ~4 INC~U~'E SORE IOC RESPONSIBLE FOR FRO`dIUING ~'ERI~IGATiON ~;ERT1FYiNG THAT THE PAVEMENT S`R~cTL~RE SAT_S~IES THE APf'ROvED GES~'GN $1TE ~ ~ ~r~E SORE IOCATi~NS, S'~;BORADE, EASE AND PAVEMENT DENSITY, AND BASE AN[; ~AvEMEN~' ~HICkNESS BY TYPE. A TERTIFiEU
DRCHUNE D h i R P,RT ~~~N~~ B~ PKVFE~SIvNAL ENGINE a I ~ r q ~ ESSwNAL ENGINEER ~S REOuIRED ! ^e ~ , _ ..~cn.. r~ ~ ~
S ':ALL NCRTH CARCL'~NA ~,JE ;;ALL C~NTER Ni ~ l I _ ~ tO ALL aREJ+S tiGTED ~ LAWN OR ti0T OT!~ERWI ;ALL CENTER ~N~.;CC ~ 8G0-632-4949 „nE O GPI - R ~c ` / ~(%4 i JR ti0T OTHERWISE JCCUPIED 8Y PAVEMEN', STURC'~RE, 2R PLArvrBEDS, SHAL-~ REOF~'aE 4'~ TCF'SOiL ANu BH 'LANTED ~ ~ ' ^i
~ ~ •-rn ~ `r-~",,; ~ I PER _EE~IN'~ SCHt~~LE. H'!"T i , ~I ~ i , ti.. ' 1 '
~ A ~ cr I t~
i C"; ''/q;~,i i ' i i ~i I `~N ~ I i, 1 ~ i
r,, ~ ~ ~
y r, 5 ! ~ ~/rA~ / u~
`/`l. Z 1 4~ I - - - - - ~cE coin DURHAM T' w
~~7~y II C~~1~ I 1 ,
V t I
Vieini Ma -Not To tale p
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ti~;~~ ~ TEMPORARY SEDIMENT 9ASIN ~7~
290 , ~ SIZE: TW X 14'L X 3'D 6' WEIR LENGTH
- e r,
- - - _ _ i, ITCHLINE ~J 44 LF. OF 18" R.C.P. 0 2.0%
= ' ` _ ITCHLINE 'E' r- - _ 4 _ - k ~ - _ _ X i - INV, IN = 75.9
_ 29~ - ~ ~'t , ' ~ R=230.0'....- _ ~ 8 INV. OUT, ~ 15.04,' _ _ - - i _ I -
` ' L=377.4' ~ i - _ ~ i N _ CH=338.5' , ~ _ _ . _ - _ _ ~ i
- w ~ - ~ ~ ' x D=94.01 - 40 LF, OF 16" R.C.P. 0' 3,OX ~ * B~ , " - INV. IN = 76.80 ~ _ , ~ ~ - _ I ~ _ 2
- ~ ~ _ _ _ _ _ TEMPORARY'SEDIMENT BASIN {~5~ - _ •
' n UN. OUT = 75.60 ~ _ t, - _ _ TEMPORARY SEDIMENT BASIN ~3 - _ - _ ~ - SIZ 9'W X 18'L X 3' ~
H - ~ SIZE: 9'W X 18'L X 3' PORARY SEDIMENT 9ASIN ~4 ~ , DITCHLINE 'F' , TEM ~ ~ ' ~ _ , , I` 6' WEIR LENGTH -
. 4 WEIR LENGTH SIZE: 8'W X 18'L ~13'D ~ - ~ i i ''^Y. ITCHUNE,'H' ~
~ ~ _ _ 8' WFJR LENGTH I•, - 2 8 ~ ITCHLINE 'G' _ - ~ _ ~ . _ ~ - ~
~ ~ ~ _ _ ~ 'ti _
- 285 - 4 ~ 63~ 1 t 8 ~ - i
- ~ - ~ ~ ~I
I ~ - m~.., ~ ~ _ \ \ 9 _ ~ , ~ - ~
TEMPORARY SEDIMENT BASIN 2 / ~ , T.,7,~,:;, i/i i ~ aka 's . ! '
1 SIZE 8~W X i6'L X 3 ~i ~ - `r-- %1~' I ~ 4' WEIR LENGTH '".,u~- ~ _ ~ ' ~
_ , ' ~ ~ - - ~ ~ ~ - 8Q IONE 2 RIPARAN BUFFER DISTURBED 6Y NEW ROAD
~ ~ ` ~ ` gt--_-----"." _ ---Qe~------ ~ - ~ ' GRADING TO 8E SEEDEO TO LAWN PER SEEDING SCHEDULE _ _ ~SItT f£NCE -SEE SHEET N0. 2 -OMIT FERTILIZER FROM WORK 'Q • - _ ------3-= ~
" _ 1 ~ - - ~ - - - - - - ~ WITHIN RIPARIAN BUFFER . - _ „ , _ '=-R7 - ~
- ` _ - ' ~ ~ SILT FENCE i / - RIPRAP ENERGY DISSAPATOR ~ - _
_ = , ~ _ - - / Cl. 'A' RIPRAP - 4.5'W X 6'L X t2" THK. ~ > > TEMPORARY SEDIMENT BASM1 ~f6 ~ i - 20'. ~ ' f - p} ~ , . SIZE: TW X 15'L X 3' I ~ = _ ~ ~ Rl~•
-SEE oErAlr~ _ _ RAVENS WOOD DRIVE W ; ~ ~ ~0 P,OBtI _ - - - YY P,UBtIC &0~D SfIT FENCE r ~ ~ _ 4' WEIR LENGTH ! / 1
~ _ _ i S ~ ~ -~r, ~ _ 7 ~ - - ~ _ ~ _ ~ RIPRAP ENERGY DISSAPATOR _ - I / ~ - C~7 CL. 'A' RIPRAP_- 4.5'W X 6'L X 12 THK. • " ~
~ . ~ ~ y is I j _ , i i ~ _ ~ la.+ ~ , - _ ~ 30, I _ • _ 1 ~ -SEE DETAIL ~ i ~ _ _ ,
- - ~ / _ i ~ i-` - _ - 1 _ ~ ~ - ~ • ~ ~R _ - _ - LEVEL SPREADER I , ' ~ • ~
- _ i _ ~ t i _ - ' fl 1 -SEE DETAIL ~ , _ . _ ~ ~ _ - ~ ~ ~ i / ~ _ _
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NO. REVISIONS DATE aooaoooaooooo~~qH CARo~ ~~00 iv
POND LOCATION AND CUL-DE-SAC BULB REVISED 3/3/43 g°°~0 c µnSCn e SITE TECHNOLOGIES, INC. H! c 0
4~ y RalvluAnn S wood Subd 5division DRAWN BY: T.A.S. SHEET: 1 DESIGNED BY: T.A.S. Raven rive (Public Road)
t" . 5_. * Land Planning & Landscape Architecture g
o$ o P.O.Box 1612 Oxford, NC 27565 Owners: on re er an Tim Kelly efly DATE: 2/20/03 Road rPro a a. OF 2
~~Tl P` J ~o 0 + 00 9 + 99.3 to
°F 5 919-693-2927 EMAIL: [e-mail] 1671 Hayes Road reedm or N 27522 91 0 9 aE i22 919 528-1953 H RIZ NT - SCALE: 0 0 ' JOB NUMBER: 0302 VERTICAL: 1"-4*