20030270 Ver 1_MAPS_20030307

I hereby certify that approval was grunted to this maJor preUNnnry plat by the
GrnnvAle County Planning Board at thtlr rxethp on Thls
maJor preliminary plat shall expire two (2) years frog the approval dote,
S• S~ Date Granville County Planting Director
' J'
N~TES~ 1 - Ninlmum building setbacks are ~ Front = 50 Feet
Side = 15 Feet Rear = 25 Feet
Corner Lot SIM = 25 Feet
2 -Total area Is tract to be dlvkled Is 16,6626 Acres,
Northslde 3 - M{nlmum lot size Is 40,000 Sq. Ft.
4 -Total number of lots Is 9,
5 - Thls tract and all ad,Jacent property Is In the WS - 1V - CA watershed,
a i` ~
I.000MOn Map ~ W^~ H i?A~N 6 -Zoning Is AR-40 this tract and ndJacent propertks, Ra'.ph U ~ : e- 7 -Road length Is 964.3 feet,
D,B•86-399 D,H,575-313
/ 087504517514 D, B , 579 - 615
087504613676
E C ~ ~ ~ ,
b ,-r ~ S 89 14 04 E E 414,01 S 89' 14' 04' E CURVE TABLE
/ ~ ~ ~ -~i ~ _ 1~~, Curve Radius Length Chord 1 308973' 198,50' N 43. 34' 45' E 198,46'
g 0' ~ p9 , 2 255,00' 124,39' S 51' S3' 40' E 123.16'
0~ j ? Y ~ 5,00' AO' S 2. 42' 40' E 147.65' ~ ~ 3 23 150 8
I ~y~, r, ~ i ~i ~i fit' r,'~ Z 4 255,00' 143,32' N 64' 20' 08' E 14L44'
r' 1~4~4 i H~ % H~ ~ q 5 SOHO' 75,76' N 06. 49' 10' E 68,72'
/ ~ r Ref, D. B, 66 - 399 Tl 66 - 399 i t ~ 6 SOHO' 67,72' N 73' 23' 29' E 62,66'
I~ G 1 50,00' 75,14' S 22. 45' 16' W 68,21
1, ~5 ~1~_ r ,r~` 4~. ~ ~ ~ ~ti' ~ I ! L~ - r a~~ , I ~ L1 - 8 25,00' 30JT S 14. 5T 34 W 28,81
oo Ref B 86 - 399 a 3 ~ Ref, A B, 86 - 399 9 205.02' 335,84' N 84. 50' 29' W 299,52'
N~ 0°i ,3 J, 0a
o ~ y ~ g9 i-50' WIDE RIPAKiAN b'U~-~ ~ ~ ~ ~~i~ TGP
< rr ~ ~ BANK ON EACH SIDE EE STREAM a~ A ~ C L~ BCE AND SU~'REUND'N PEND m Cail
os ~ .w,~ 6 ~ TT ~ e i -----1~NTE~M1 ~ , ENS
A N 51' 30' 49' W 37,51 -~ti~ ~ , CTREaI~~
~ x ' " r ~ B N 30' 13' S0' E 95.90'
q0', ' RefS~ D, B• 86 - 399 `,~~;x;~r, ~ s ~ ~ B r C S 89. 43' 40' E 7L1T '1. xx~k~ ~ _
1 ~ ; ,1' ' ~ ~ ~ D S 13' 37' W 50.19' x ~ r~ ~
r ~ „x E S 69. 43' 40' E 100,00' ~ ~y
.n ~v A y,~x T ` F N 39' S4' 42' W 34,68' ~1
'~,p t ~ a~.'~ n EXI~lTNJ ~ G S 39' S4' 42' E 25,61' ( .may _ *,tr.~ ,.sees ~ r
w - - - ~ IPs ~s,: ~ `~k,~ f P ~ Rcf, D, B, B6 - 399 ,Ce! A~. , X. .~X XYK X Y~. xY ~ ~ 1^.
Y / XxY J
~~Y r+~ F ~ i ~ ~ 1 Q, Y k~,~ ~~v F,
~ ~~~~a~n i`~ \~'l~~l'V~(X n
,f7i - ~ r. ~ ~ ~l } ~ ~
d / `;`~A 1 ti~° T ~ ~
~ - ~,i ~ 1 J to r r tar ~ ~ A
d` S b
Ref. D. B. 86 -399 `5~ ~ , I s y0 ips ,~y0
/ ~ ~ J Ips F y9• ~ n ~ - ~ t
~.G 5,~~'0 ~l~i~ AC_ ~2~J ~ ~ a A~~
Ips ~ o- Ref. D, B, 86 - 399 6A ~ 2 ~ S
b2 ~ IPs
~2 c~ \
10 d} w ~s 3
~ IPs, 5~~ 66. / ~ James R. ~~V'iISOr certify that this mat Wes
Is P ~ _ J Drown ender my suoervlslcn from an actua'~ survey mope under my super~~s~on: !hat the error of c'~osc~e
1 p~ 0~ W ~ as coculated by !attltu~es and departures ~s
/ ~ ,o ~ - r a ~ _ that the b~andares
P $ ~ in 0 _ - - y M 5 50' R/W ao! surveyed aye sncwn os broken tines plotted rrom Infnrmaf~on found !r. Bcok ?age
/ Ref, D. B. 66 -399 ~ a Ips ~ S
6' P ~ H ti.'~ -6' 6' treat !h~~s Giot v~os prepared ~ ~ occordance with G.S. 4?- 5, 3C as am mended JJ~tness my cr~~g~nol signature,
18' S' ~egls+~of~on n~,,mber and sea' tnls _ dcy of
~ ti ! ~ ~ r' SJ. q'
~ b ~ 1. ~ OZ ~b _ _ ~ ~ ! 2~ J - -
~ W Ips 5 N kb Fro`ess~ora. load Surveyor
. Ref, D. B, 86 - 399 ~ ~tip• Ips 8' Compacted stone ~-~45c
~ r Ips r 2' I-2 Ashalt - Reg~strat;on Number
A F ~
Gr - ~~~r ~ r P 6• y ,~~,:,-al S?rt
0
r Ah > S
'PU ;+J .ems .F "`Er LO Y s - e_- ti r
Sj. ~ Y
6. elp tit
l .2ky
r - + - - - -
' ' Exlstlnp Iron Pln Falls Lake Survey r~ Fa~_ Pt i'..ary Flnt far; OwrierS, ~anald F. ;rF~?r
' S Control Iron A 15 - 29R ` N s 850,327,4725 1671 Hayes Road Creedmoor, N,C, 27522
~ E = 2,075,131,2411 ~ ~ ~ , ~ P~' s _ . 919-528-1953
ecn Existing concrete nonuroent elp Existing Iron pin Du+cn {la Tow Owners. T,m~othy Ke`Ir u+Cn~ {le Tnwn;h~p 1671 Hayes Road I' ~ r , ~ ~ ~ - ~ry r
Ips Iron pin set Creedmoor, N.C. 27522 ~ _ r_a ~ t~ ~ ~ ~ yi
epk Existing PK Wolf G pks PK Halt set rGnv~~~e :our°~ r r„ r 919-528-1953 ~YG?1'di~'ie .u..a.. '~ri ~n ~uruiina y, i r'~ ~ _ . - : ~t~~'~ ~vr
500 250 100 50 25 0
Graphic Scale Scd~e, 1' 100'
d~e 1' = 100' Cate: 5 - 24 - OS F~~le No.. 2001-043

_ _ _
BD P S t a = ~ ~
i ~ % ~ ~ /
GRAVEL CONSTRUCTION EXIT--~ ~ ~ i ;
' '-USE STRAW MULCH WITH - DETAIL ~ ITC?~~1NE 'A' DITCHLINE B ~ ~ - _ NYLON NETTING SYNCED IN PUCE T ! " r ~ / i ~
EXISTING VE(;£TATED DITCHLINE - - - - ~ NOTE: /
r
- ~ ~ TOP~~GRAPHiC AND CENTERLINE CAiA - FR( TEMPORARY SEDIMENT BASIN +i _ W MULCH WITH NYLON NETTING LINE CATA FROM SORE CONDuC ~ ~ <~ti~EL R W~~ , 1, RE~!~ ~Rt~ LAN _GRdE~JR, RECE~EC ~ 3' i 0~ / / BE TO THE CUKREN' STANDARDS AND SP. i~~+CAT~~~)NS Or" NE ~TA1E CE NORTh CARGLNA 4ND GRANViLCE COUNTY
STAPLED IN PLACE - TO LIMfi OF GRADED ! CONSTRUC?ION SHALL BE TO THE CURL SIZE: 2O'W X 41 L X 2' Za ~ ~ ~ - ~ DITCHUNE ~ ~~~E Ct~NTRAGTOR SNALI SECURE NECE ECURE ALL NECESSARY PERMITS FOR CON KU~TiUN SHCwN ON THESE ~_ANS ~ /
4 WEIR LENGTH ~ ~ 4, At~_ GMENSIONS AND STAKING POIM LOCAT ~ CULVERT ~1 - 66 L.F. OF 18' R,C.P. 0 4.OX AN" WORK SHOWN ON THESE PLANS THAT ING POIM LOCATIQNS ARE TO THE EDGE °A'dEMENT iiR ACE OF CURB C'N ESS C;THERWISE NOTED. ~ ~ , - :SE PLANS THAT IS FOUND ?Q BE W CO~~_~~ ~tii?H THE ;RA'vViLLE CGUN~' LANG DEVELOPMENT CIRDINANCE ;HA.LL BE IMMEDIATE_Y I ; ~
e, 1 ~ ~ h ~ ~ INV, IN 289.52 ~ REPORTED TO THE LANDSCAPE ARCHITECT ~ ~ . U ~ ~ ' - ~ ~ INV. OUTS= 286,88 fi ~OCgT'~ONS FOR EXIS~iNG UTILITIES SHOWN ;APE ARCHITECT FOR ADJUSTMENT. ' ~ ~~x~ r / JTILITIES SHOWN ON THESE PLANS ARE A~=~<;x~M~rE ThE UN~iRA;?Ck SHA~'_ ~IE~D dERiFY THE LOCATIONS OF ALL r ~ _
~ ' u?i~'~iES AND SHALL BE RESPONSIBLE FOR ~ESPONSIBIE FOR DAMAGE ?0 SAME I
P~ ~ - + ~ IT H ' ' ' ~ONTRACTCR SHALL AT ALL TIMES MAID RIPRAP ENERGY DISSAPATOR ~ t~ ~ C LINE C ~ _ ~ 1 • ~1K, ~ ~ ~ ?HE CONTRACTOR SHALL BE RESPONSIBLE f i ALL TIMES MAINTAIN ADEQUATE SAFETY !~~,LaS~'RP a;.TIV';ES, AND BARRICADES F R THE PR'J?ECTION OF THE SITE. E RESPONSIBLE FQR PROVIDING VERiFICAT~2!~ ~~E'~?!F~'NG T'~1AT THE PAVEMENT ~TRUC?URE SA1'S~IES FHE AP~ROVED DESIGN. ~I SITE
CL. A' RIPRAP - 4,5 W X 6 L X 2 -SEE DETAIL ~ _ T^'~E CERTIF~CATIUN NUS' iNCLLDE CDRE L( DITCHUNE 'D' ~ REFURT gIGNED BY A PROFESSIONAL ENG~P INCLcDE CORE LOCA'iONS SUBGRADE. BAS: Q'~O HaJEME~.` ~E'v'S~~r,, ANC BASE AND PAVEMENT TH!~~~,NESS B` "APE A CERTIFIED ~
l ~ ~ 9 NORTH i,AROLINA ONE CALL CE'vTER )FESSIQNAt ENGwEER IS REQUIRED. / j ~ =GAIL CENIER (NCGCC? 1-800-632-4 _E~ H~ )IG'C'tiC, ~ ~q
~ 1L A~~ aR'E?S NOTED AS LAWN OR NO' ,~"DER - - ~ n i~ ~ ~T q V OR NO' ~~~+ERWISt OCCOF~ED BY PavE~' ti~. ~T,RCTCRE, UR P~_rN1BE~S, SHA__ RE~EIvt a" ,;PSo~~l AIVD BE ~La~wEE
~~i ~ ~ ~ PER ~EEDiNG SCHEDULE. ~ ~ i
~ i~ ~ iL, ~ / ~ I
i ~ / ~
~ ~ ~ ~ - - - - - UNn ~ -
/ ~ _ u.E cwt".,- ~ _ _ E COON
i ~ ~ , ~ i~~ DURWUI ~ WAK
TEMPORARY DNERSION 1 ~ ~ COUNTY ~
~ / 1 DfTCH ~ Vicini Ma - Not To Scale
p
' - A v Y Y Y 'v~~Y~ 1 ~
~ TEMPORARY SEDIMENT BASIN 71< SIZE. 9'W X 20 L X 2'D ,lri
j 129 4' WAR LENGTH , ~ ' I
' IfChLINE 'E~ _ _
/ - h ~ R=~O~ ~ ~ ~ R UNE ~J~ 44 f. OF 18 R.C.P. 0 2,06 > b~
r- - 1 - - ~ L~3714' ~ 4 ~ ~ INV. IN = 75.9 ~ ~ - '~~tV~~ ~ . OUT.t 75.041 ~
_ - ~ ~ i CH=3365' ~V~`e-~'~~'~'~" ? ~ ~4~ ~ ~ - 290 ~ ,-r _ ~ _ _ _ ~ ~ _ - - _ , - ~ D= 4.Qk~ NORTH AMERICAN GREEN SC 250 I ~ ~ - i i - - -
t . u=- EROSION CONTROL BLANKET ~ ~f~-~ TEMPORARY SEDIMENT BASIN 3 i - ~I ~ _ _ - - i NORTH AMERICAN G EEN SC-250 i ~ ~ L-. _ _ - ~ I~ ~ \
/ _ ' 40 LF. OF 18' R,C,P, Of'3,OX ~ ----~'i' _ ' ~ `SIZE; 13'W X 28'L X 2' ~ EROSION C L BtANKEf ~ _ - - TEMPORARY ONERSION - I -
_ x ~ ~ INV. IN = 76.80 _ - 4 WEIR LENGTH iIJV. OUf = 75.60 . ~ TEMPORARY DNER' ~ ~ ~ ~ DITCH ~ TEMPORARY SEDIMENT BASIN ~5 ~ r ; -TEMPORARY DNERSIOy } _ _
- - . / ~ , _ - ,Y ~Y~` DITCH - - ,~i rd ~Y, v "1 ~ - - - ~-y - - DITCH I "SIZE: 13 W; X 25 L X 2 0 ~ , j,____ _ _ DITCHUNE 'H' ~~I-iYEIR LENGTH i
i~ ITCHl1NC~'G' DITCHUNE F' ~ ~ - ~ TEMPORARY SEDIMENT BASIN ~4 < _ , ~'8 T -.c. ~ ~ ' ~ r'/.' Y Y ~ ~ ,
, ri, / ~ 'SIZE: 12'W X 22'L. 2'D ~ ~ ~ _ ~ _ - _ ~ - 8 ~ 4' WEIR LENGTH j ~ f--- f-- ~ -
. - r.r---- '~7
- 8 ~ 1~~j ~
- - ~ ~ 3 Z85 1 % - i , ~ 1 ~ f--- f--, ~ ? ZONE 2 RIPARIAN BUFFER DISTURBED 8Y NEW ROAD
_ ' _ ~ ~i ~ ~ ~ ` ~ GRADING TO BE SEEDED TO UWN PER SEEDING SCHEDULE ~ _ r i f \ _ _ - - ; ~ 7/ r/j r r ~ -SEE SHEET NO. 2 - OMff FERTILIZER FROM WORK
'~1 ,Y v Y Y , ~ n ~ ~ ~~irr W I RIP R , ~ ~ --.,,r,,,r.,- /~rij r; ITIi N ARU1N BUFFS j i ~k, /.iii. i i rr / / r/~ r ii i / -
TEMPORARY SEDIMENT 64SIN ~2 ~w-.;~y r~; ti i .yt. , i i m.:; ~
~ ~ SIZE: 1O'W X 21'L X 2' ~ ' ~ ~ ~ 4' WEIR LENGTH ~ ~ u ~~.U.. ~ ~ ~ ~'i',y.~ / ~i / 'r < ii. „'irr~ 'iii%, - `u`.r _ _ -
~ ~ a 281----------_--_'" - - ~ ! ~ EVEL SPREADER - - + ~ 1 ~ ~ ~ _ - _ I ~ 1 -SEE DETAIL
I ~ 86-----'_ 2 _ _ ~--4 _ _-3- . - ~ - - - - _ _ ~ 4
~ _ - ~ i _ SILT F - - - 7 ~ ~ i i - • _ - ~ _ ` ,
R ~ SILT FENCE , , / , RIPRAP ENERGY DISSAPATO ii ~ YD ~ - _ ~ _ -'I ~ _ Ir. TEMPORARY SEDIMENT BASIN ~6 I ~ ~ ~ ~ 0•. , ; ~ ZON
/ ~ _ CL 'A' RIPRAP - 4.5 W X 6'L X 12' THK. ~ _ _ _ _ . . ~ -SEE DETAIL ~ ~RAVEN S WOOD DRIVE ~0 - R ~ _ P1JB " 1 ~ _ SIZE: 8~W X 14'L X 2' ~ ~ ~ E ~ RIPgR
~ , , i + _ - _ S c~~ = C SILT FENCE _ NCTH ~ W ' U ~ _ _ 4 WEIR LE ; ~ ~ ~ ~ I ~ _ DER _ ~ RIP _ ~ _ ~ i ~ _ T,. _
s ~ _ , - - - - _Y . 5 ~ ~ ~ CL. 'A' RIPRgP_ 4.5'W X 6'L X 12" THK. ~ ~ ' ~ ' - ~ ~
; ~ - _ ~ , I -sEE DETail _ ~ aR _ ~ ~
r~ I ~ ~ ~ ~ ~ - LEVEL SPREADER E ~ , ~ r~ 7p _ - Bu~R - - ~ -SEE DETAIL f- - ~ _ / ~ ~ - _ _
- - t ~ J ' i - ~ ~ „ ~ - ~ ~ - ~ _
1 = 40 r / ~ ~ ,
_ _ - ' i EXISTING POND
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i
i
o i ~ rte? Q F, i - ~ -
- -
cQ'i y ~ ~ ~ r y ~
1. - ~ ,
A - - ~ ^ f 1`' ~ b ~q,~l
q _ , ~ L=~ ~
--{.(~939r------- - - -
f---- -
_ ~ \
~ ~ . S,~ ~ LEFT OF CENTERLINE
- - - n
` _
~ CENTERLINE PROFILE ~ ~ N T ~ ~ ~ . ,
- - ~ , N - \ / i
\ .(20)(8.86) ~ ~ " - ~
- ~ ~ - - i

- - "7~
r~~ i~22 _
ao > ~ - - __t_~ ~ _ /
- _ --L---
~~-ray` ~ -
- - - EXISTING CENTERLINE PROFILE ~ ~ -
_ ` ~ ~
~ i
EX NG PROf~If 50' ~ d _ _ - - - ----------------------Ri N~-- - N N
N~ ` ~ -----T------
- _ - \ ,i i
r _ - ~ _
CAR6< °000 ¦ ¦ ¦ DRAWN BY: T.A.S.
LIL D LOCATION AND CUL-DE-SAC BULB REVISED 3/3/03 SITE TECHNOLOGIES, INC. ~
lDrVEI.RSION REVISIONS OATS o°ooa~oooaaPPPPO DITCHES AND TEMP. SEDIMENT BASINS 3/25/03 DESIGNED BY. T.A.S. aven l 1'S Wood rive (Public Road) SHEEF.-
REVISED PER =ENR REVIEW s Raven's Wood Subdii p Land Planning & Landsca e Architecture Owners: on re er an Tim Kelly
P. O. Box 1612 Oxford, NC 27565 Kefly DATE: 2/20/03 Road Profile a. to 9 + 99.3 OF: 2
5 919-693-2927 t st @g ory 1L. a all 1 road.net 1671 Ha es Road Creedm00r, NC 27522 91 EMA '522 919 528-1953 HORIZONTAL: 1'=40'
P 0 Y PPPC0C000 SCALE: VERTICAL: 1"-4' JOB NUMBER: 0302

-
_ ; y _ r, _ _ 0 O 0 - . n"
0 0 U U ~r0~'0 Di ,~1~. J ~U -
vi ~L,' 0 C o G;~ _%,c~~ J~ o~ o o h o ~
~ ~ - 10~10~ 0~)Oi _ ~ly _ _ -
~ ~ ' ~i J i oL~ o o y o`'~ _ ~ `JI - _ . 7 SITE DESCRIPTION
0( O( )0 iu~ )V Q~"(~ '~Ci ~ 'rE ;I`E S rc~~~NN~ Jt' ;pES ^,ESA~. ~ _7 R."~;F
ll MIN. 12-1;"2 ~A. - _ _ INTERME;;iATE WIRE- ~ 0 O~otJ-0.. ~~J
- r+ _ I ~,J ADJACENT PROPERTY - - 'J ~ U~0 C~ ~ _;~r, ~ o J o o _ 1~E ADJACENT ~~aND ~~SE IS ~JVd C_" ~,Tv pE. ~E;' , ~ ",S<r._
- ~ ~ - + i 1 1 4
YAR f~~• B' d' S iY ~ - l ~~ul MIfiIF# 140 EA6~IC ' o'~ ~a! i~~`~~------ ' PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
M~FME~ SIICUIDER aR E(}UA{, 4' w11pT}i W NTH i ?EM~'SRARr ,RAVEL. %~~N~'RUCrwN Ex- ~fA_'',:F r
QJL J tW ~.ENGTN T ""~'ORP~RY ,RASE N~ R1 N E><~T J ~E ~ ~NK~~!~C _ ~E~1 ~~,`.4~=v r'.E ~N ~r_-.- t ~ ,f - - TEMPDRARr `rEECING - FRA~TII,E F
~ J_,-~, t . G _ ~ ~ ~,'~RFA~E S~ABIUZATI~N W4L BE t,_'_,;"~"-~HEi b A're' AFFk~ ~GL~- a1^; ;EG~ i,=: ?ti'_ ;a,_,c~~ ~e, r~;r- I ~ - - - I ACCOMP4NVINv NOTES FUR THE AP~R~,PG~ ?E SF~SJti
` _ ~ BEN E r4FsRi~ SHALL EE A M~:MM N WzDTH AND -~o ~ ~ , ~ ~ ~ ~ PERMANEN? SEEDING - PRArT~,TE ~ ' 1
,r-~ ~A~~ A ti^~ti ~r 6 _i^uE ~~~r~E~ WI Fa ~7AV ~FAC~N~. ! pr PERMANE~ti'T STABIUZATiON ~'~J~ y' k~(;JAi~_,,~~E~ i' ti,- ~v'i? n= . ~ A' kS' _b;-~' ~,i.Jti i _.`0 S r. - ~ ~N - ~_'~ME, r-ERT",-IIE, ANG MULCH PrR 'E"~P RA~~ ,c -I~_,tiS J
R~'~I 4~ ~A~R!. FOR EU_A~1 ~HA~' r~ r M h-~1UM F P?. ~ eV ~ ~ AND ,NAIL BE ~AP'~_E~ ~H rr THE Fth~t rcr~°r ~ ~ - - - ~~G' ~ a RIPRAP ENER~~Y CiSSA~ArOR - FAH T'_E ~<1 o, _ u ~o o`~~' ~ PLACE RIPRAP ENER''Y DISSAPA''JR A' C:`W" ~ ~'vC JF ~ - " ~ i ° " ~ ~N PLAN.
STEEL cDSrS ,HAL_ RE 5~-C" IN ~ ~hD ~NALL BE _ o, o _0 ~ _ ~ - - t ti~~4 ~ ZE ---R. J_ _ ti, d~ ~tiS T,.~~1 U A r S~WM N `Rn ~Rq~?!_~ r b-;
_ - r, TAE SEC=-'rASTENER AN~_E S'EE~ ' P,.i1~E TEMr GRARY SE ~dEN? RAPS A~ ~NJrV~ ~ _ ;!v'_~^ d"~'~ N~i ~E"_t :E~MEti~ rR~.!"~ r_ti~_FF r._FwRE aE~~iE
~ a- W~~_ ~ S~,A'~~L t F'_I~~, lT~ HE AND 3"-a" ~~,N LiA EI~rEN FA81 `;~f~ Frc Df 'r~T I EiJEk FABRIC RELEASED N~'0 NAT ;RA~ URA NA,,E S~`,TE~~ E. 'EMPQRARY vIJERSION ~ "~HES ~Rar" ~ r,.
w"~Rr FAB~~': ShAL, nS FASTENED ~='~JG F'~S"~ W'T~ rvGT i'i . hr. _ a I P i~~~ ~ P~:;E A R' WIDE NiLvN NE'T ti , iR THt~;, Erc'.~ °r .,c vES NC ~k~ ~~N -~APJ A.N.: 5:'; ,:r
5 0' ~ ~E_S i~p"u i4 W'~~RE S A ~E L~:NG. ~ 5 ~NSFF ?IONS ~N;'u'LG BE N1AC~E k~TER E~~N RA~N~ALL ~ES~~'EN` WITH STAPLES. 'Eti4FDRARY ~:'tiANNEL LN~NG
Jrp;:S~'` MIJS' 8E ~._r~2';EG '~^JnEti kr_a;;r+ A rdAX~PJ,' N _;F u p"~c JJ'DE N"_~'N NE"N, ~,k _ EK __4 ~ ~ BSA^~~L' )F ?uE C _ L'NE~ ~ti t:A~~._- ON PL.1Pv AN,',) iRE ya; STAP'~ES
THE ~~.~N. 'JF ?hE FAN'..
CONSTRUCTION SEQUENCE
NS'A~.~ A TE""PURARY ;RAVEL ~u~'~_~PUCT~~N E~'- 'E^.`~ 7~4~ _,,EP__°~ ~ Kok SE~~IF4EN1 5A~~IN~ ANG Sf,T FEti, NG Sh~7~N rRdJR To BEGINNWC ~'~~EARING aND URJBP.~N~_ ~~_a~ ;tip _N~.. _ ~ __~'ES. ~~LEAR AEG ~H:.'6
!T ID E'ERMIwED DO~RI~wD TaE !0_REE i1F tip:`-~__ ~~R ~ _ti+-, r~ - ~F ,~ti(; THE SITE DESP',TE PRUNER
",wPLFMENTA'ICN AND MAINTENA•^~CE OF THE APFR _ ~ ~uSi~': -~;tir~ ~ _q~ ~-.~_J~~ ~E r'OtiS'~BLE F~~K ENE SAND DSTURB~N~ a~_TVIT'r IS ~BL~GATEC TAKE H~+DIT~CNgL PR;;?L~ a~T ;N.
- I~ THE PERSON RESPDNS:3~,.E FjR THE i)'STURBA\ - ~AI__ ' N'''A'~E - S'`,IL AND EEBRIS ON S E, ENEURCEti"EP<?
~ - a~P A:, N MA BE TAKEN RA!NS ~`7E SITE AN' ~F .ka; N E''4'= kE[~ 4N~ `s A ~rGP W,CRK ORDER =SS~JEG_ CARR ~ RIPRAN OF _ - ~ d _ ~ - _ 3 '~N~'ALL THE ~~~L`JER?S ANC SiP~R;?P tNtR~Y !`SSA 'r-ti m'_'_ ~ kA``i`_t TH' 'E
~ _i ~~KM uF SPILLWAY ~ 4 C~MP_ETE FI~'dA~ GRACNG, GLACE ~;RA`!EL R~aD~ BA;F ~ EF~REC~ ,RACE 4NC AP~~~ZE ALL C!ST~IRBED AREAS.
- E i TYPICAL T(Ip ELEV- !"1~ «..'v,'TEtrr Ff~AJE BRAUN OPEf~l+Ti N ial ~ .,kF:.: ~ ? ~ k 'tiER4~'~~~ ~Ri~`NCEC ~NiTN ~K~~ iNJ LJ`v~R, TI F ~l~ ITC. ~ ~ fir`, C N =A 1 C I Tll H ~ ~
\ I I I 7 OFF R _LEti_ _ ~ ~RMWA E „~d CE, GR ~TROC _R~., S~ IC E J R~~ _ _ _ _ti ~ T, ~i.: _ _ I n 7n x ~ _ i T~,A T F~_ t =F _ v^._ R F
FLO„D STORAGE w~^v= a , ~L~ kD~GN AND SEGIM~N'A iv ~ON RCS P v~' 'ER a_~ A~~ti AL_ E;ENTS NEED_~ F-EARS AtiC _ _ _ . _ _ _ _ _ _ _ _ - _ _ o ~ ~ i MA!N ENAN ,E ARE T~ 8E MACE MMEC!ArEi'!.
! I ~ MW _ I ~ ~ l SLUIMENT _ ,CSI ~ ~ 'f'n i^ i a: j 6. NHEN CONS R' ~CTION ~5 COMPLETE, PERMA'v~NT'- _ ~ kPt JtUIM~~~~T ~T~~PAvE LJ~JE (T~TA~ ~ . AEA. Tl'; ! ~~j AF?ER THE ~i E S ST BiLZED REM ~E _E",4F~k ti _h ~ Avg ~,;TA~_, FERMANEN~ T~E':ET~-~;N IN `HEIR p'~~?tCE.
~~nfn~A~_TED ~ - - - - - - S,~,t _ ~ I I ~ ~ ~ - - - - - - - - - - - - - - - - - - ,,YS'~-1~~, P ARRANGE A FI~tiAL iNSPF .T;oN W~T~~ ?HE ERr iN ti ~ ti ~~-t _''k ~ ~
i~--- ~ i 11.5 Mhx SEDIMENT ut~ ,
i r. ~ ' ~ p.' SEEDBED PREPARATION ~N.~N 1 _ _ -t--------- ` --r-
I n~N 18~~ t1iN. / ~~fv. ~ ~ Cr~~se! compa.t?~ a~Bas and sp~Bad t~„s a ~;'e
MHX'P~UI~+ BEVEL OF SEDIMENT i; ` '~~AJ' ~ ~ - - - -,F ~ ,^(I „rC ~ r,P the entire area to 6 ~„hes deep. l ~E~IMtN~~ ~J~~EI,~~G ~F 3. Rer ve all I- se r„ck nits, orr+ ~ her cis ~ e~.
i - ~ c - - - ~ I ~;a~ r T 'S _ ti N~ N J l I ~ I R LE E r i ~ ~ _ , - ~ - I I- - - - ~ F, i ~Y 4 H _ I i I i i i I I _ - I - - - _ - ~ I-i I i ~ I LIB LEV~'~ ~J ~iEAI,NEG ~ 4 app- a riculturol Mme, `e''~~;Ze~, and SuGercF~s( ~ x ~ R~h'hHP cr~~~, 9 rtl ed, ~ ~r,~ ~ ~ ~ -~,e- ue t~l'age u I a Wei, pulve z fim-, s~~~at~ ~ ~Fe B,~cre . 6 ~ Je_~
_ _ ~ ~r I T~~i ~ ~ , C'~ ~ ~~i T~F,' _ ' I ^ ~ 6 Seed on o fresh'~y prepared seedted ~ ~.._e~ see ,v ~ >'re~ ~ ~ :f~l~'' ~~~I~ GNU ~ ~v I ~ ~ v~~ ~ _ seed~~n
-i I ' -I - II - I I _ I 9 ~~'~~c~~ immed~C',ely af!er seea~ag oral onct,r ^,,:_r n'J , 7 sU,v;
j 'l-i I I-- ~ ~k4~ F~ i~ ~ - x:11' Y - - I i _JR ~ ~t it~ h'4R uR ~ ~ ~ _ I _ i - I - ~ - - - v: v H C ~ P ~ : ~ c ~ ~ ^ ~ - - ~ r ~ - ~ A 'f -~P' r - ~ ~ ~ ~ E - ~ ~ - T ~ - C' - _ i ~vV ~ , ; r - ~ F~ ~ - ~1aN, rv~~ r~u~ch into sur`uce nF soli with a set of ~'r= se~ s' ^V r '~P,LI'~r 8 rs~ect all seeded areas and mare necessor~ re _ ~
- ~ i ~ - ~ ~ - 'I I ~c r~ TA , R P_~_ I - I_ - - - - - _ , u ? p~ „r, n~,. .~,.e ~ ~ c.sst e. stana shs~ld be ever 60% damayea, ree ~et'IS! ~ ~ r:; ~ z _ ~~tes.
9. ,._rsu!t corser,~otion IrSpector ur mo~~ntera .e treo'~~e~' ~ ~ _ _ SFBd i
f--- L ~I ' n, _ _ ' APP'v Agrcul a o'~ Umes~.re - 2 bra tc~~ w_ 1 Fert~`.Zer - 1,JCL t,S.%aac _ _ _
- - ~~t' ° I I I- . 11= i . I 'I ~ I ~I Superphaspha!e ~VJ !ae~e - 2;% ,s
- l~,-~~~ ~~r i I - 1<a -i ~ k - -I I-~ i l r ~'r Mulch - 2 furs/acre - s~'c ~ gra,~° s're v ~ I Anchor Asphal~ E .als,rr - TO~- aa' ~ ~ E~iM
- i ~~~i-1 I.i, -~~y i_~ '-ill-,i-,i__ - - - ~ _ tit l^~ - I - _ -1 I' - 'i- ~ - t' tdlN. i ~ I i-I I I-~ ~ - r 1'
- - - I , ~ - - - - -I r' i I~ ~I' I I I i ~ / - - - - - - I - - I I'. I _ _ _I I_ i_I' I_' i_~ I_I -I i . I ~ I- I I I I_ I I~ I_ - - - - - - i-I ; - - - I' - - ~ ~ ~ P,IPPAF ,gRry ~ z'
I I, ~ I - - - ~ ~-I -~I I ~-1 I I_ I -I ~ I- i I - I- _I I-I ~-I i I - - - - - - - I- 1- - ~ - -i 1 j -~I - - - ' ~-i ~ - r SEEDING SCHEDULE
-~I I- ~ - - - I , ~ ~-i i-~ ~ ~I - ~ ~-1 I I-I'~ ~ , .I ~ I I- ~ I ~ I-~ I I I I i t-~ I I =i I I-;' ~-I i ~-1(~=I, I I-! I ~_I, , ~~5 'V~'AS'HEC ~TU'v[
i' =1 1' i ill. i i - i i i i I i i - - - - --I - - i i - i 'I ~ ~I II ~ S~~ J~DERS. SIDE CirCHES, SL~TPES ,','ax. 3 ' ,
I I~ I - - l - - - - - - - I - I' i ll I i. _ _ I - I- - - i T - , - - - - T - UfaA ~ I - _ i _ - _ - _ ~ Ufl~ A -I tI F - - - - ; F ~ r- r- FI ~ ~~~JP~C U'L~~ Aug ~ , -Nov ~ fescue - _s - 'JG L.iER
_.-I_ I_' _~I-11_ ~-l'~- ~ ~ 9~ M AvG ~iER ~ I-~: I ~ - I ~--1 '_I__~_~ - ~ - Nev - Uar To tesae 3=: ~ e & 4bruu~ ~,e
` - _ _ ! 11= I-T~~-1 _ - SEDIMENT S?ORAGE 1,E NT S?GRADE 1,800 CUBIC FEET P_R ul .'i~BtG~ ACN~ Nar ~ - Apr '~5 To.. fescue ~ o<_ ~ _ . Apr 15 -Jun 30 Nil ed Commu~ ~i~y~~ss 2_` '~bs i .~'e
V~'~E: SSE {)IwE~RJI r~ ~T, ~ ,~R rri o~~: c v rT ~~r-~~T 1 -Aug `ai rescue ~rd - es ~a~_~e USE L~ ~R>!~~h DI~.r~_ C B ~v~ ~ HR ~~~ti~GR~ ~~~~.r~,t,
2:1afMttw ~ ~ ;_~UE~ RIJNC?~r ~ ""Browntop M'~Ilet i~~ t~ ~r~ t~ RI_~N(~rr I~ ~!RS,.~ED Iti'~~! .4PURNRY ~ED!w~E~~l'~ ~~~1fV~. •••or Sorgr,um _udar~ hpo~JS 3 ~s re
rry~. f fr Mtn. m
S~'~'~E_, ~1
SECTION A•A Liar -Jun Ser~~ceo ~~esped~zc Sc~~'wd? SC _ 'ogre
Ma ~ - Apr 1 Acd tali `esc.,e ' is ire
A D%ChanrNt Ong ~ia - uun ~ ~r add weep,r,a ~~eyr.~ss !ce~e ~1ar ~ - Jur 1 i Or add Huled ~nnrr-~r~ P .d~or;_; ~ ~S ~a~_re
;u~~ 1 - Sep z+•Ta',~ fescue ~Jrd ~~_,e
6laxknum f~ d 1X fa ~ 8 Wn. zraBYG n'r10p Mliet Ib~~.~a~~P a~xar Sprg r`~u^l ~ "o hf'a., ~~aCre
TnnNon d i S ABnMiam+ Sep - "?!ar i Sericeo lespedez ~~~,e '?C is %acre
A & Tal: rescue ~2G Ibs;ia~:~e .Nov ' -Mar 1iL Ada ADruZZ~ rpe it_ ',r~e
~CrSJt _9.~15efvt7'JF~ @rglnaar Qr SG ^~.Se'v. _ @'~ _ _~".7 .Y~'. ~ rry _ .gar 011. r^~',. e5
Dtwnbn a ~e ~ - _ for ve,e_aEor of dec~~ded ,raos. ? e ,tv.e B;et~C^r ~'e`; ~ ase n"~r i~ ~ne ~r` Omer seedin;, rc'e Ccmb~r.ot~ons are oossble
PLAN raa TP r~; era fy - ReSe9d a._J~di~y f. a _~JSOf~ ye, .°7EEC ~ ~ 1,0~' a
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NO. REVISIONS DATE o,1,VAWCCo0o0 CeRpi0,OO°°0
SITE TECHNOLOGIES, INC. Raven's Wood SubdiL
O 5ka bdivision DRAWN BY: T.A.S. DESIGNED BY: T.A.S.
Land Planning & Landscape Architecture Owners: on re er an Tim Kelly Erosion Control Details SHEET: 2
o ° P.O.Box 1612 Oxford, NC 27565 ,e DATE: 2/20/03 of 2
goo 919-693-2927 EMAIL: [e-mail] 1671 Ha es Road reedmoor NC 27522 (91%( [e-mail] 5~ o 522 919 528-1953
00 ~DaCp0004 Y SCALE: AS NOTED JOB NUMBER: 0302