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ANnsEEP COLLAR TUP aF Pa0 (BEY - +eo) REO: 1.B ACREi4T FOREBAr ~ RAaf a sARs ~ BARS (N.T.S) a~av=A~am r e~iu~s.o~
TOTAL wuAE REGU F1~FTxx PoauAtart Poa votuE: oas ACAE~EET (lox of FERMAtOIT Pool wFinuc w x d 3' CPETtNUS. I SPLLWAY VEGETATIIE SFEIF d'x C ~ ~ Fat tFHCnt - ~ _1111=III{=_611=_illl- HAY SHALL [E IAWSGPFD LFacTH at wwnl aF rao Y To a ROE °~o°dr~a`~$o ~'~Bn$ a~ ] TO OONCEAL N11LET 510.IICnMIE
NFR lD~ EO' .III-y1111=_ilil=III - 7 ~CON~ OUn£T SIRUCRIIa: ~TT~yX' S 1111=1111_ Tap GF pap (EIEY . ~IN.O) 3 =_1111111- °111E=-IIIL 'llltpu_ t III=1I y~~ ~pF,~ ~yA~ =11u -11 10TAL YOLIAE AF1XIiE4: 4.S AaRE-fTET YECfTAThE SHLlF =
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CONC. _111 - - ,,_IIII III{_ =IIII_IIII= =111L FF.ADWALL _ - - 51LPE SLCF'E SLOPE = 3 =1111 III_ Alin-sEFr couAR 3 - _ - - SiRUCRNE 1 =1N1 °
- ~ a~TPPE(Td'~- - - III=IIII _IiIIiIII =IIII=THE =IUI°PII s - T~((° (s¢ OEfAEl - - ooNC _uN _ - - ANIIFLOTATION H.IXX
o - - NFADwALL e - - _ - - - ldr ~P1 st~PE SLOPE s - - p~ETPPE( _ - n=IIII =11n-IIII_ =11u SIOPE SILPE 9.OPE _ 7FIFCIED FLL PLACED 7.2 CY OF ATE (IIl) =11n-1111= =11u=1111= =1111=1111 =_II =1Ui M U1ERS AED COMPACTED
Ni1FLOTATbN~ l - _ _ - 12 CY aF ~ - R£T SfRUC7UlE St1ECTE0 FLL PUCED - tEt SRNCTtIRE STAH~ OlI11ET NO1ES L) CONTRACTOR SHALL ALLCAT FT1ft PCSIiIVE ORANOE N10 OURET SIRlIC1U0 ERN. 10~~~+,,,pppppp sr a wDE 2) RP RAP APRaN SHALL EE RE>,1oL~n ONCE 511E a 9TAFIROO
N DYERS Alp COIfPAC1FD _ ~ PROPOSED PAID 9iN1 BE EgAPPED aTli AN OIEAffNLY PLC g111ET DRAM (L~1,) ~ ant A art OFP vuw: Port PPRLINEIIT voDL TD eE DRAEfn PoR MANiFHA1N£
5fABL~9 OUTLET Tp1E& 1) CONTRACTOR SNAU ALLOW i0R PO6nl1E ORAIK7E NTO OURfT SRdICRNE ANIFTATAlION BLOC1f !>E REIg14D ONCE 9TE B STAFNffD ~ ~ ~ ~ ~'l YN. TC LO1M BY 5 TAOE 2) RP RAP APRgI S1LN1 SpEC1FD fx1 PLACED fm - Y Yll ~ p~p,~ pap p,ALL FE EAUPPEO MDI AN EIE1iCFA1CY d P1C OURET GRAN N DYERS AIO COYPACIED ALL F1AJI1R169 SHALL H N AaamNANCE ant NCDEIR 'BEST N1oI,LgEHr PRACTKFS NwI1vI. REFER TD MANUK POR SvFr~s
MIN A CUT OR vALYE FOR PFISNNfM POOL lb Mi tMtA?ZfD Fat YANIENANCE MO1FS it CONAtACTOR 9tF11 ALLCw FUR POSIIILE ORANGE N10 q R POSTIM1E ORANGE NTO p111E'E STRUCTURE NTED ONCE 911E f5 STAH~D ~ BOTION OF PDND SHALL ~ A IIJIHAI OF 1' ADOYE wA1ER TARE
4) NL PUNRA7S St4M1 ~ N AOCOPONANCE wml NCDENR 'BEST MANAaDLt PRACtxlS MANUAL FOR 9PFClS. YN 10' IDNU BY 5 MOE ~ RP RM APRaI 4WL ff AEIWfFD aiCE 91E ai STABIt WWUAL REFER 10 d50 - C YN POND ~ HOLE 1 WET POND
N BDTmII of Pap suLL. eE A MNaAN v t ABOVE TFATFR TAME ~ PRavaSm Pao SHALL BE EpRPPED MTx Ax LTOtaRc B) tTxnBAY 911A11 BE 721o FT"J OR CIZFAIFR TSRH A GTT OFF WERE Fat pFRYNENT P00. iD FE OR ~ ALL PLYIiN05 91A11 BE N ACCOAOMMICE MTH NCOENI PFWINERT P00. TO EE ORATED FOR NAN1F)iANCE AOCOAORIAIICE a1H NCHHR 'BEST YANA0IFTFT PRACINEY (N.T.S)
YINIIN. AFTER 1D YAMIAL FTxt SF'EfES BOTTOY OF P010 SHALL BE A IMiAM OF 1' ABOVE wA A INARI DF 1' ABOVE WATER TARE
PRACTI~;E GREEN WET POND POND @
POND @ HOLE 2 WET P (N.T.S.) ON D ~Y 2 WET P
(N.T.S.) I <~Y ,
2' Y2
IE1E1. SPREAHR/WAVF1 FUE7t pSfW ~ A~fL01fD OMB arx MN a FTtwICFD BUFFER SI1H ~ s 9TABEIHD >
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CHANNEL X
/ X X ~ 0.00 (Nmw aF Ppo) PLAN VIEW
SPREADER a N w 1 3 t' OPF]IRID +0.00
ANn~~ RACIL~Jt•aua OUTLET STRUCTURE
f ~ + ~ g' FAIN. iv +1.5 Ow wflDNO w/B'c 6' SFE FUN FOR
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PLAN VIEW ~ TYPE Y1 Y2 X1 2 ~ CCNIRACTat SHJJl VANE SUiE 1HE SLOPE 6 SUFFICFNILY 51100TH TO KFfP °~o°ods~n~o°~~g 3 TO C011CEAL OUnET SiRUC'IURE J
1 4.5' 13.5' 4.5' 13.5' 1.5' 21' t1D1M °O"~""'0N6' 4) lELE1 SPAEADEILS 91A11 BE PLACED DOMI STRfIJI FROM All GRAVEL FLTFRS f f f f 28' TO AUDTI FLR MNaF TD 6E sFREAn our N A SHEET Flor PATTFRM 3 _=1111111- _1111=1111- _IWIIII~1 III-11 REQJt~D: tf 1L7E-f41 1~= 1 =
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s DEtER1MtD BY Rf waNr aF Row. (La' x Ftow RATE) _ - - - -pU1LfT PFE (fe1 ~ - _ yip _ _ p00L w =1~~1.= ~11~-111- L FUtFBAY
3 9' 2T 9' 2T 3' 42' LEVEL SPREADER - - - - 11= IIII III
(N.T.S.) ANIPIATAD011 BLCAX SElEC1ED FLL PLACED 12 CY OF CONCIE7E (ILL)
2' MIN. COVER RIVER STONE W M UYFRS AIO COIPACIFD
THIN LAYER OF TOP S IL STABIlffD OUDET NOTES 1) CONRLACIOR SHALL Al1.Ow FOR POST111E ORNILf NTO 011RET SDIUCRR+E INT. td 101N BY r wITE ~ pP RAP APRCN SHALL BE REMOVED ONCE 9TE Di STABLI'gD ~0 • r IR!l ~ ALL PIANDVOS SHNL ~ N A~RINKE and NCOENR 'HST YANAOIF)LT PRACTICES'
.•y. AND HYDRO SEED IP ° RIVER STONE NANIAI. REFIIt m MAMIAL FOR SPECES. 4) BO1T01I OP PgID SHALL BE A YNiRM 6 f ABOVE wAIER TABIE
OUTLET P E : Tl FABRIC ENHANCE NATURAL BUFFER WITH PLANTINGS
.SEE SCHEDULE EOTEX LE FOR THE FIRST 25 , WHERE APPLICABLE, TO IMPROVE ' i TRAPPING EFFICIENCY r w D ~ HOLE 17 EXTENDED DETENTION sP I LLwA / PON
RIP RAP (N.rs.)
0 3 T SPILLWAY W~
" - 6 DIA. RIP-RAP CORE RIP RAP a w w ~
GEOTE%DLE FABRIC 0 0 0 ~o
Y1 LEVEL SPREADER W J J ~ (n ~ ~ ~
SEE DETAIL w z 0 0 0 ~o
J J ~ CROSS-SECTION ~n ~ ~ \1`t\uTp I I I I I I I I I I Hl1111/!!~
T P I P E ~``~~~~\`~~'v A RQ ~~4~~~q OUTLE ~ ~ ~
/ , ~ ''ss'''~• ~
NQTES: 1. GEOIFJ(1B.E FABRIC SHALL BE MARlFl, SU-PAG GR EQUAL HAYNG A ~o Ny; .Q < .
TFRaaESS GF 20-~o MRS AND A cxtAe StRENCTH of 9o-t2o Les -OUTLET PIP E 2 HYDRO SEED M WN AIffD TOANSLFiE PRCPFR TRAPPo EFFICIENCY 50' SEAL =
GRASS SHALL BE 3. THE DDSTNG BUFFER BEiNNEEENTO ACTCT ASIA NATURAL BUFFER MTO PROVE WATER QUALITY. 023412
SHALL BE LEFT UNDISTURBED 4. WNFRE APPLICABLE, ENHANCE 7HE 1ST 2S' OF 1FIE BUFFER YA1H NADVE PLANTINGS. 3-a c . _ 5--I 8" TOP OF POND. ELEV - 2238.00
CONSULT THE NCDENR BEST MANAGEMENT PRACTICES MANUAL FQR PLANT TYPES. 50 - .NGINE.• - ~ .
5. ALL TELIPORARY SEDIMENT TRAPS SHALL BE CONVERTED WTO GRAVEL FllTERS ONCE SITE IS STABILIffD. 6. OUTLET WEIR FOR GRAVEL FI.TER WAS DESIGNED USDIG CRITERU BASED~ENT~CONiROL PLANNING AND DESN,N _ BOTTOM OF WEIR: ELEV -2235.50 %,,,,qM H. ~
AND CRITERIA FR011 SECDON a aF Tlff NOR1H CAROIJNA FR090N AND TOP OF POND : ELEV - 2203.00 MANUAL.. MANUAL CALLS FOR A T7 MTraYUM WEIR LENGTH. !h!l171f11111111111 LLL~
7, tEMPCRARY SEDfl1ENT TRAP SHALL aLY BE IURNm NTO A GRAVEL. FILTFA ONLY BOTTOM OF WEIR : ELEV = 2200.00
IF SIT[ IS STABILIZED. 8. A IE1kT. SPREADER SHALL BE PIaCFD DOWN STREAM FROM GRAVEL FLTL7T STRUCTLRTE
3"~ OUTLET PIPE ~ EX. 6"~ OUTLET PIPE
WITH GATE VALVE WITH GATE VALVE
INV. ELEV = 2197.50
(N.T.S.) DATE
4/3/03
M MISCELLANEOUS DETAILS o SCALE
Q-~ 6"~ OUTLET PIPE o AS tvOTED
WITH GATE VALVE uT cove IFFS WALK CL DRAWN ar
INV. ELEV = 2193.00
RSE DESIGN GOLF COU F CHECKED BY
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BUNCOMBE CO. NORTH CAROLINA 20001 70- w r- .
a 4 Jai SHEET h10 ISSUED FOR REVIEW AND APPROVAL.
c~ A /30 WHD 301 Beaverdam Rd.
THIS DRAY SERVICE A THIS DRAWING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF Z O 70 V% I eh//- /i / Travelers Rest, SC 29690 - SERVICE AND THE PROPERTY OF THE CUFFS COMMUNITIES w 2- A
AND SHAL AND SHAD. NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN REVISION PHONE: ,[phone] N0. DATE BY SHEET 0
AUTHORIZE AUTHORIZED BY THE CLIFFS COMMUNITIES IN WRITING. LL. COMMUNITI ES

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ilk ~ ,,/~ll~~ \~~~Il~~ ~ ~ ~ ~ ~ ~ GRaPHIC SCALE _ ozaaiz
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E 4L ~p WATER QUALITY COMMENTS ~ 6/10/02 \ 3gro SCALE NOTED
~ , I ~ ~
D ~p INLET AND PIPE CHANGES CLIFFS WALNUT COVE pRgWN BY
i i ~o ~ , X02 GOLF COURSE DESIGN P'P'F'
~1 ~ ~ o 1 GOLF LAYWT CHANGE CHECKED BY c .~~,02 wt+o MASTER PLAN
9 STORM DRPJN ADDITION NORTH CAROLINA 2000
\ 11111 / ~ o L wun ~.~......or PROJECT N0. rn
Q p 4 402 m'v CfUlvlJvmuu SHEET N0.
UED FOR REVIEW AND APPROVAL, 26 ISSUED . 301 Beaverdam Rd.
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G A 26/0 Travelers Rest SC 296 z A WI-ID : (864) SHEET 836-1120
ERVICE AND THE PROPERTY OF WA NO. DATE BY ND SHALL of
4SHALL ~ 27111 AUTHORIZED BY T}{ORIZED BY THE CUFFS COMMUNITIES THE CUFFS COMMUNITIES Y ITIES OTHER THAN REVISION PHONE ND ORIZE NOT BE USED OR REPRODUCED UCED IN IN ANY WRITING. COMMUNITIES U

~ ~ ~ ' , I ~ Z1b I NOTE•
Y ~y~y \I / i 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES
~ti u \ ~ \ ~ AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL m
t- ~ 1 7 A \ nn~ -J \ / ~ • \ 2 _ 5 a ~ \ \ \ ~ n 2a8 - SEDIMENT RUN-OFF. ss
i
~ h / ' ~ 2. SEDIMENT TRAPS ARE SHOWN ENLARGED FOR CLARITY. t91 ALL TRAPS WILL BE CONSTRUCTED WITHIN THE
n ~ N ~ DESIGNATED DISTURBED LIMITS. ~y
c' i, n= I 1 \ - `~39\ t ~---2252-- \ _ ~ ~ ~ ~ 2250 ~
1 . N _Q- ~~1x 2 2q 3. SEDIMENT TRAPS SHALL BE CONVERTED INTO e sNONS GRAVEL FILTERS WITH LEVEL SPREADERS ONCE SITE IS STABILIZED '~~0'D
\ ~ 1. ~ - 224 a2 / 1rFinan's ow ~
' I ~ ~ lER ~ a titi 242 ' '.TYP'E, N c' 224p n ~ ~ GOLF AREA: HOLE NUMBER 1 ~
~ ~ ~ N N p v0 MIN.
- r. N ti \ ~ 42. z ~ ~ \ I m \ 38 ~ ~ 'S ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE s :10UNTAN
\ S~ ~
~ 7r \ / r' l~ A \ J 6 6' 2 199 36 N ' ~ ~ ~ I 22 4 N ~~jj 3 1-1A 1-1 CB TO CB 16 104 1 18" ~ ~
1 \ ' 1 ~ t{ 2 ~ ~ 2L 22 ~ ~ x zzas.o x 1-1 1~ CB TO CB 16 112 1 18" ~
\ ~D ~ ~ L^ t ~ ~ _ S 2232 ~ a2 \ ~ ~ . ~ . 'L o ~ 191 12 1-3 END TO CB 18 186 1 NA
r r \ \ O ~ 1~ 1~ CB TO CB 16 140 2 18" 2s ~ /
_ R ' ~ Cp N ~ 1-0 1-5 CB TO OUTLET 24 72 1 18" ro
~ _ N ~ r, 22 ~ o ti ~ 1-5 WQ POND
~ LOCATION MAP 1-7A 1-7 END TO CB 18 52 2 NA
. \ ~ ~ N 2 I ~ ~ \ N \ 1-7 1.8 CB TO CB 24 132 1 18"
\ ~ 24 ~ o l ~ ~ N \ N d c~ 1 \ ~ ~ \ cn ~ \ r `I 1 + ti ~ N
4 t N 6 ~ N ~ 1-8B 1~ END TO CB 18 109 1
I ~ t~ A ~ ~ ~ v ( 2 222 lA N N i ~ , N I'' ~ ~ \ N A \ ~ N ~ N -2vs
1-7B 1-7C CB TO CB 18 83 1 18"
`1 ~ 226 ~ ~ ~ 7 O i / / ~ 2 ~ 1-7C 1~ CB TO CB 18 96 1 16"
/ ~ r of coves r N ~ ~ ~ \ \ ~ ~ i rv ~ 2? 5 ~ ( N Ap A 1.6 1-8 CB TO CB 18 171 1 18"
\ N 1 N ~ \ C+LE ~'1. i ~ i ~ V 1 1~ 1-10 CB TO OUTLET 18 447 2 18"
.7 f~G~S \ / /~j/~ ~ ~ 1z. ~ ~ ~ \ / / 'S 222 22 0 \ X7.4 CFr ~ j/ ~ <220 2 ~ 22D 22 r' ~ r' 1-10 WO POND
/ \ ` ~ 2 ~ 218 \ so ~ ~ ? 1-11 1-12 END TO OUTLET 24 254 1 NA
\ / / 2~ ~ 2 N ~ ~ - - - 1-12 WQ POND
~ ~ I ~ / ~ ~ ` N N N ~ \ c; 1-12A 1-12 END TO OUTLET 18 120 1 NA
+ ` ~ ~ / tJ N N \ r i i t o 0 o N J - j~/ ~ 2 ryN rn N rp ~ 0 6 a 1-12 WQ POND
225
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L3*rAlP:At~E AREA 65 ACRES / ~ trr S 9.82 CF5 ; v % ~ / 2 N / 8 ~ GOLF AREA: HOLE NUMBER 2 ~ ~
.~'i ~R~+.~c VOLt1h1E: 1 7.15 CF ~ / n, ~ ~ ~ ~ ~ / ~ / ro s 23 s1.a ~j . MIN.
~ ~ ~ / ~ ~ / / o N 6 ~ 6 ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE - ~ ~ -
; ~ ~ ~ ~ ~ N '1, ~ N N \ \ / a ~ ~ ~ ~ „
~ N ~ c~ ~J4 \ \ ~ to c~ \ ~ 2-1 2-2 CB TO CB 18 200 1 18 CALL BEFORE YOU DIG Zap
~ N i~ ¦ ~ N N ^ ~ \ ~ S ~ \ ~ 2 2-2 2-3 CB TO CB 18 148 1 18" N " 1-800-632-4949 \ ~ s v a ~ 2-3 2~ CB TO CB 18 78 1 18
1 1' ~ ~ ,t~8 rVN 6 ~ \ N , 200 2 2~s N ~h , \ h / ~ 22a -2238 2-5 2~ CB TO CB 18 63 1 18"
TER - ~4 \ ti 4 I ~ N i 1 N ~ ~ W i \ ~ 2~ 2-7 CB TO OUTLET 24 52 1 18"
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w ti , ~ 0 02 ~ ry ~ / ti~ 22 ~ D NA
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~ , \ i \ tom/ ~ ~ N ~ / 22 ' \ ~X ~ 0 \ , ~ ~ N \ ~\y Q O N - / C~ N / ?23 ~6 ~ 4 2
\ ry ~ / • \ /
t ~ \ , A o / 223 , 2 , \ ti a 1 / C CATCH BASIN (SEE DETAIL) 223 zs 0
~ \ ~ r c~ a
\ ' ~ ~ ~ / oa zoo 22D d " HEADWALL
II o ~ o ~2D6 w 'L~ ti~ ti
~N N ~ ~ O 22 p2 N N ~ ~ N N N ~ \ - o / 1 30 ~ ~
N N LF AREA: PRACTICE RANGE & HOLE NUMBER 9 CATCH BASIN NUMBER • ~ W GO ~ - MIN.
1+ 1 I' ~1 ~ v O ' O 'OD ? N N c~ N O 14 a o 0 2?3 ° 6~• ?~34 FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE /o INLET SIZE
i d' 1 N J - RIP-RAP (SEE DETAIL)
' ` , ca Q, 'cr \ 234 2 2go ~ 9-2 9-3 CB TO CB 18 117 1 18"
s a ~ i Q ~ TYPE ~1 ~ FXTER ao c~ ?2 / 2228 - ~28 CK 9-3 P-9 CB TO CB 18 290 1 24" ` FLOW PATH TYPE "B"
~ ~ TYPE A CFECK °TYPE 'Y ~ / i n 22 0 o o~ ~ ls6 ACRES ~ 'B' CK , ( ~ P-9 P-10 CB TO CB 18 106 1 18" UNLESS NOTED OTHERWISE)
2 ~ ~ ~ ~ p o N 4.?3 CP$ Q2 ~ 2222 22q ~ P-t0A P-10 CB TO CB 18 105 1 18"
~ 1 et N 1. ~ o N ' \ s ~ N ~ ~ 22 4 N r2~' rn ~O 1 2 0 ~a ~ry P-106 P-10 CB TO CB 18 160 1 24" SILT FENCE
I 16 2 ~ ~ ~ 0 22 ~ 22 ~ P-10 P-11 CB TO OUTLET 24 93 1 24"
~ ` N ~ ~ T FENCE 2 ' ' ~ ~ 2214 2 26 ~2 26 2222 ti P-11 TRAP TYPE "D" WETLANDS ~a
\ ~ ~ ~ a ~ 21 0 ti ~ 22 2220 ' „ 9-12 9-13 CB TO OUTLET 18 40 1 18 PROPERTY LINE
~ ~'D',, SILT FENCE ~ I ~ ~ \ ~ 8 22~ 8 S , ~ 9-13 OUTLET
~ N ti ~ ~ o ~~22~6 22~ ? m ;I f ~ 'I ~ - - / ~ 2 30 CLEARING LIMITS
' ,~A ~ c~ ~ ~ ~j 8 2 ~ ~ 1 ~ ~ I ~ ,1 I N ~ P ~ ~ f \
N 1 ~ `Y O O l 1 6 o ti~ i 9-15A 9-15 END TO CB 48 66 2 NA D 9-14 9-15 CB TO CB 18 123 1 24" N\
`x r N \ a 2~ c~ ~ w N ro 9-15 9-5A CB TO CB 48 141 2 NA
~ / ~ « ~ N ~ 193 21 ~ 9~ 9-5 CB TO CB 18 134 1 18"
/ ~ 3 ~ ~ \ i N J n, ~ 1 a 9~ 9-5 CB TO CB 18 137 1 18" ~
y i l o \ / ~ 222 SI 2F ~ ~ 3~ 9-5 9-5A CB TO CB 18 177 3 18" ~ ~2 ~ 0 2 ! 9-5A 9-5B CB TO OUTLET 48 435 2 NA
/ / ' ~ ~ 8 ~ 2194 ~ N ~ N 9-5B WQ POND
/ / ~ ~ ~ ~ 1 4 \ 4.4 N n, ~ ~'Q ~ ~1 s 216 \ 6 ~ '
~ / ~ 2 ~ i ~ \ ?~D ~ . P-4 P-5 CB TO CB 18 216 1 18"
~ ~ ~ ~ i ~ / ~ !2 P-5 P~ CB TO CB 18 103 1 18"
~ ~t N Q , ~ ~ 0.5 220 0 2oa~ ~ rn 9 ~ 2 ~ P~ P-2 CB TO CB i 8 145 1 18" / " ~~~llu~9uuumnrnrprq
/ N .J ~ D 4 ` ~ P-1 P-2 CB TO CB 18 140 1 18 `r~0`~ ~ CAR ~rqU
_ ~ o ~ Q O R~ N N ~ A ~ ~ ~ r ~ ~ ~ N ~ ~ P-2 P-3 CB TO OUTLET 18 125 2 18 ~ / P-3 TRAP TYPE C ~ ~ ~ FE S!p •,~'9
l_ N • N I v 6'. ~ 2194 ~ e~ ~ m ~ A a : Q-0 N9
a N t~~, N ~ ~ \ ~ N ~ ~ , ~I ;i N N ~ ~ O N I o~~ ! ' N N o g SILT FENCE TYPE ~ \ 'Q < ~ - 1 _ " = ~ qL P-12 P 13 CB TO CB 18 100 1 24 = ~ SE
/ ~ ~ ~ ~ N I ~ _ I N ~ i' . N TYPE \ E p ~ N r " - 12 - Ep~ ~ _ 0234 - _ _ ~ P-13 P-14 CB TO OUTLET 18 117 1 18
l~ ! ~ n ~ ~ Z.~ ~ ~ N rn ~ ~ ~ ~ A P-14A P-14 CB TO OUTLET 18 102 1 18 ~ \ o
r f ~ S 225 N N ~Ip~ P-14 TRAP TYPE "B' %~~'•~NGINE~~ ~ ~ ~
' ! D ~ ~ ~ ~ ~ N N"' - N N ~ " , ~iq, qM H. ~
! ~ i Ni t~ N ~ / /J . ,~i/ / / ~ wl , P-15 TRAP TYPE A rrrrrruunuuunu,
y ti~ ~ ~ o ~ N r ~ A K ,r I ~ ~ ~ ` p 6 i ~ r ~ ~ \ ~ ~
~ ~ / ~ 225 q8 ~ \ 9 Op N ~ ~ ry ~ ~ ~ 2 a 2 ~ ~ ~ ~ \ ~ ~ \ _
1 ~ ~ ~ ~ ~ ~ ~ ~ \ ~ 5 - ~ ~ F ~„ID WATER QUALITY COMMENTS 5-9-03
~ 2 21 ~ t - S, ! ~ S \ ~ \ ~ 3/ ~ \ ` 03
~ N ~ ~ 2 \ ~ ~ ~ \ a ~ ~ 1~ ~ \ 0 \ \ 4 WATER QUALITY COMMENTS DATE
i ` 2 ~ ~ I Q \ ~ E WHD 6/10/02 M 0/ EROSION CONTROL PLAN
R 1 j ~o _ ~ 2 2 \ 22 ~ 2 2 22 / ~ 2 2p ~ 2 p 20 \ TYPE 'D Cl~CK ~ 03 SCALE
~ ~ ~ 2226 A ~ \ TYPE 's FILTER r = I \ D ~ aeo ACES ~ INLET AND PIPE CHANGES ~ D g WHD AS NOTED
\ \ c~ \ f ~ - _ _ \ \ / CLIFFS WALNUT COVE GRAPHIC SCALE 02 DRAWN BY
\ ` ~ \ 2182.6 0 ~ GOLF COURSE DESIGN P.P.F. so ,oo zoo +oo C GOLF LAYOUT CHANGE
- _E \ ~ 2Db a\ \ ~10o x o so too \ \ \ ~ \ \ \ \ \ o WIiD
I ~ t` \ a \ \ \ ~ ~ ~ 02 CHECKED BY a HOLES 1 2 9 AND PRACTICE ~ d.4
~ i «62 ~ ~ ~ R . - - \ ~ \ G~\ ~ Q HOLE, B2 (Wet mod) \ ~ ~ ~ ~ z 9 STORM DRAIN ADDITION ( IN FEET) 'a B WHD PROJECT N0.
DRAINAGE AREA: 10,31 ACES 1 in CFS i inch = 100 ft o /02 BUNCOMBE CO. NORTH CAROLINA 20001
r \TC~ V0L ,78 CF \ \ lr~ - 0 6
`L - \ \ r _ \ \ o ISSUED FOR REVIEW AND APPROVAL. SHEET NO. c~ A WHD
6 \ - - THIS DRAWING AND ASSOC 6g - ¦ ~ ING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF o '02 • 301 Beaverdam Rd. Q THE PROPERTY OF THE CUFFS COMMUNITIES z Travelers Rest, SC 29690 -
22 \ ~ \ _ _ ~ - ~ RVICE AND THE PROPER \ - - A D SHALL NOT BE USED \ t~ NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN w C v I
AUTHORIZED BY THE CUFF D BY THE CUFFS COMMUNITIES IN WRITING. NO. DATE BY REVISION PHONE: [phone]
COMMUNITIES SHEET OF

I / _ \
(
- ~ \ ~ / \ ~
° \ 2280 ~ x 2 .2 ° \ ~ 248 ~ \ ~ \ - \ / l \ 387.5 ~ / NO~: 7D AStfNUE
\ • ~ N 6 ~ \ ` ~ / ~ \ 1 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES is I \ \
~ ~ ~ \ \ \ ~ \ ~ AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL
248 2 - z \ ~ ~ \ 2s~ \ \ \ ~ \ SEDIMENT RUN-OFF. ,s, \ ~ ~
246 \ ??Q _ _ ~ ~ ` \ ~ \ 1 ~ 2. SEDIMENT TRAPS ARE SHOWN ENLARGED FOR CLARITY. ~y \ \ / ~ ~ oar ~
~~2 4 8 ~ [b 2~st s~ ~ \ \ `v 226 mac' 1 ALL TRAPS WILL BE CONSTRUCTED WITHIN THE e~' \ i
~ ~ ` t ` ~ \ ~ ~ ~ N N 0. i ~ \ \ / / DESIGNATED DISTURBED LIMITS. ,sue ,s ~
~ ~ ~ / ~ 3. SEDI I ~ ~ MENT TRAPS SHALL BE CONVERTED NTO ~ ~ ~ „s
N ss a m+C' zsi.z 12~L83.3 \ \ \ N 25s ~ ~v ~ \ X \ \ \ / GRAVEL FILTERS WITH LEVEL SPREADERS ONCE SITE IS STABILIZED ~ - ~ /
\ 1 44 A s u 125 n 11 ry \ N ~ / e~ ?,°unr~w
. ~ ti 1 cJ 4 ~ 2 a ~ - ~ i • G 24 a 5z nsa 1 1 ~ 1 / • 11 / SITE
4 zz / • \ z2s ~ o / / ~ / ~ ~ , ~ i ~
~ L ~ ~ 1 / - - - GOLF AREA: HOLE NUMBER 10 & 18 ~ ~ / ~
2, , ti ~ MIN. o
a A ~ 1 ~ \ \ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE /o INLET SIZE + ~s~ \ ~ - ~ 11 / -
Q I a ~ m cn co 1 2s / ~ 18-1 18-2 CB TO CB 18 73 2 24"
m N ~ ~ / ~ 1 2^ • ~ / \ ~ 1 ~ m sru~rueuic \ / 18-2 18-2A CB TO OUTLET 18 43 2 18
p c~ ~ 2$75.7 \ ~y 18-2A TRAP TYPE "B"
I \ \ \ ~ / ~ 1 LOCATION MAP ~ / 1
~ 1 ~ S? ~ ~ ~ ~ 18-3 18-4 CB TO CB 18 146 1 24"
cS ~ / ~ / 1 1 18~ 18-5 CB TO OUTLET 18 71 2 24"
~ ° ~ I ~ ~ ~ ~ / 1 1 18-5 TRAP TYPE "B.. '1 1
~ i ~ ~ ~ N~ / L ~ A i \ \ / tl r _
L FEN ~ m \ ~ / ~ / 18 7 18-6 END TO CB 18 272 1 NA
\w ~ N I x \ ~ \ ~ ~ 18~ 18-9 CB TO CB 18 87 1 18" ~ ~ / I I 18-9 18-10 CB TO OUTLET 18 110 2 18"
~ I~ ~ \ _ / 18-10 WO POND
• ~ ~ p ~ - - - \ \ ~ \
1 \ 2 ~ ~ \ ~ ~ ~ _ ~ / ~ 101A 10-16 END TO CB 18 159 4 NA
\ ~ ?A ~ ~ \ ~ ~ ~ ~ ~ X~ 10-tE 10-16 END TO CB 36 114 1 NA
1 rn\ 38 \ h ¦ \ ~ a ~ ~ ~ \ ~ - ~ / ~ ~ 10-1 B 10-1 CB TO CB 36 96 2 18"
\ ~ i i ~ \ ti'' ~ 1 \ i ~ \ \ \ ~ ~ ~ i / _ f ~ ~ \k 10-1C 10-1 CB TO CB 36 199 1 24" \ ~
~ ~ 10-1 18-14 CB TO END 36 355 1 24"
~ ~ 1 ~ / \ \ ~ ~ 18-14 WO POND ` ~
? ~ \ ~ N ~ , / "
~ W ~ ~ 1 \ ° ~ ~ ~ ~ 18-11 18-13 CB TO CB 18 98 1 18 ~ 18-13 18-12 CB TO CB 18 67 1 18"
~ ~ ~ ~ - ~ 18-12 18-14 CB TO OUTLET 18 177 2 18"
N V ~ w \ \ ~ ~ ~ ~ ~ 1 ~ \ \ ~ 23 \ \ , \ i 18-14 WQ POND a \ U
_ ~ ~ r i - SI T FE CE / \ ~ 10-2 10-3 CB TO CB 18 167 1 18"
~ ~ ~ ~ ~ Q ~ ~ ~ \ ~ _ 1 " 10-4 10-3 CB TO CB 18 101 1 8
232 \ \ \ ?2 \ \ 9 / \ \ ~ 10-3 10-6 CB TO OUTLET 18 216 1 18" \ ~
~ ~ ~ _ ~ 2 23 ~ \ ~ \ 10-6 TRAP TYPE "B"
o \ \ ~ ~ ~ \ \ \
\ F ~ ~ rr ~~0 10-7 10-8 CB TO OUTLET 18 138 1 18" ~ 10-8 TRAP TYPE A CALL BEFORE YOU DIG
\ ~ \ / _ ~ W ~ ~ 0 1 ~ \ J ~ ~ ~ ~ \ ~ \ i
o ~ ~ \ \ ~ \ \ / ~ ~ - - 43 , 24" 1-800-632-4949 10 9 10 9A CB TO OUTLET 18
\ ~ 226 ~ N ~ 10-9A TRAP TYPE A
N N ~ \ \ ti 2 \ N N N \ \ \ 2 \ N cD W \ \
\ ~ ~ ~ \ N a cr ~ ' N \ 25 d \ \ \ 1 ~ „ 10-10 10-10A CB TO OUTLET 18 52 1 24
? a \ ~ 22 ~ ~ ~ \ \ \ \ h~ 4 48 ~ - 10-10A TRAP TYPE "A" -
a \ \ ~ ~ \ X ~ \ \ \ r ~ LEGEND:
\ ~ o ~ 3 h /
N cS ~ ~ 10-14 10-14A CB TO OUTLET 18 52 1 18" 10-14A .TRAP TYPE "A"
N ~ N ~ -2252- k `~22 22.,0 \ SEDIMENT TRAP (SEE DETAIL)
N ~ _ 22224 42 ~ ~ I I 2 38 242 ~ N 10-15 TRAP TYPE A
N \ ~ ~ \ CATCH BASIN (SEE DETAIL)
2 N N 24p Qo 0
N ~ ? w ~ ~ 38 \ z~a2.~ ~ ?
cr I z 6. 223 x `L ? ? ~ x ? \ 6 1 ti S N c~ cP c' `j0 4' r'~ \ 0
~ ? ~s ~ 22 rr 199 6 \ \ ~ N CATCH BASIN NUMBER 1
~6 ~ 2223 -223 4 ~ N i 2zee.a X
i 2 ~ \ a' ~ ~ / ~ 2
223 ~ ~ ~ a ~ ~s\ 2 0' o ' ~ RIP-RAP SEE DETAIL ~ ( )
~ 22 2 2 ~ ~ ~ ~ O 22 ~F N 18 W\ ~-k t, O ~ ~ ~ ~ GRAPHIC SCALE
`j6 • ~ N ~ N N a 2 \ ~ G N N ° L, FLOW PATH (TYPE "B",
~ N a ? 222 _ p \ ti~ rn <J~ ~ ~O ? ~ c~j 6 ~ O \ N 6i ~ ~ 10° ° so 10° 20° '0° UNLESS NOTED OTHERWISE)
\ N A \ O ~ ~ ~ SILT FENCE
N 2\ \ °N \ co ~ c9 2~4 ~ o ~ ~ N N ~ c'~ \ v' ~ \ \ 1~ ( IN FEET )
~ p d' NN 1 inch = 10o ft- WETLANDS
~ ~ 2 226. N 'h N ~ -2z7s ~
N 8 2 Q \ N -P / t~ N ~ \ \ N ~ ~ J \ ~s ~ PROPERTY LINE
/ J II ~ / ~ ~ W , ~ ~ ~ ~ 26 7 0 22 ° ~
/ ~ ~ / / N ? ry 1~ OF COVER N ? ~ ~ CLEARING LIMITS
~ ~ / ? 25 N A \ U. PONDr~ ® N..E 1 / N 22 N w s
D AINA A A• .7 CRS ~ / / / _ ~ 2 iz. ~ ~ / / o a \ \ FS;~ ~ 7.4 CFA / 222 C ~ _ ?2 a
W ~ / / / ? 2 2 O ? 22 v 22p ?p ~ \ STRAEV U :2 6 C ~ / / / / ~ 2 ~
/ ~C / / l..L.) ~ / 218 ~ a ~ p \ ~ a ~ / / ~ ~ \ so ~ / 2 14 6 ~ 218 Q ~s o~
/ / / 2 1 ti c~ N I \ / / \ ~6 ~ ~ ~ a s a ~ _ _
/ ~ 2 \ / 2~2 N ~ ` Z \ ~ / N N N N \ \
\ \ / ~ tJ O Q N N N 0 \ \ / / / o ry ~ N w \ J
/ / / / / N N ~ ~ _
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` \ \ ~ / / I / \ ~ N N O ?
\ \ \ / / ~ \ N N W M ?F / / c9 ~ \ \ N lunuuunrrun
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\ REWIRED RIOR 0 CON TRUC ON POND / ~ ~ ~ ? ? N ? E-- \ / / / & ? ? \ 4p \ \ \ / / tJ I N ~ \ ~ Essr ••.ti
\ / N t~ Z PON~ ®P CTI N / / / / r ? ~ A GR E / / / ~y ~ \ \ , ` . p4 Oti . 9 \ ~ ~ 9~ \ ;Q <;
\ ~ / / ti I `~s ~ O \ DRAINA AEA: 38.6 AC ES / / / 2 \ \ ~ / / / / ~ ~ Q 2 CFA: 9.8 CF y / / / / 2~- ~ ~ 38 \ = SEAL 38 _ / ;
\ \ \ N / / N ~ 00 STORAG VOL E: 1 7,15 CF ~ / \ \ ~ s, s 2 023412
\ \ c~ / ~ ~ 23 \ ~ / / ~ / N N 6 ~ / ~ ~ / / ° p N N / 3 's' _ o 5-I ~.,F
~ ~ 1 ~ ~ N ~~..N E~\
~ \ / ~ N CA N 2 ~ ~ / / N 2 ~ ~
~ ~ / / ~ ~ N O N nnnuuuu
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\ ~ c,+ N 0~ ? 2 \ 2 S ~ c? N / ~q " N N N \ i
~ W \ N 22 ? 221 ~ ~ 4 \ \ N 2
,Ot ~ N c~ ? ~ \ ~ 1 N w ~ N 5 WATER QUALITY COMMENTS - 5-9-03 N ~ 1 ~ ~6 F WHD w / 2 3/
rn 1 ~ ? ? ~ ¦ > > ~ ~ w ~ \ 0 0 2 rn \ \ ~ a \ ~ \ ~ ~ 03 ~ / 24
\ \ ~ 1 . \ \ ~ o \ `L N \ ~ 0" p6 o N 4 WATER UALITY COMMENTS DATE
\ ~ o ti ~ 2 2 ~ ~ ~ o rn \ ~ N \ \ ~ 02 ~ E yyH p Q 6 10 02 ~ 0 / / / ti M / EROSION CONTROL PLAN
c~ O x • N N ~ ~ ~ r ~ ~ ~0 2236 ~ ~ 03 SCALE
~ , ~ ~ ~ N \ 0 ~ \ \ / ~ \ \ \ ~ N r tJ ~ ~ ~ , \ ~ \ \ O O N ~i ,22 1 INLET AND PIPE CHANGES AS NOTED ~ 34 ~ D g WHD
N I ~ ~ O \ ~ ~ V ? cP \ ~ ~ \ , \ ? N CLIFFS WALNUT C01IE i ~ / ~ 02 DRAwN BY
\ \ R ~ ~ O I 223 5 COURSE DESIGN P.P.F. 1 GOLF C GOLF LAYOUT CHANGE
~ \ ti ~ \ ~ , I ~ \ ~ ~ 219 . ~ p WHD CHECKED BY
o a °0 22 ps ~ 02 HOES 9 10 & 18 W~
1 /f 1 4 1 ~r 1 ~ ~ o N 204 ~ N w ti~ 9 ti ~ z B WHD STORM DRAIN ADDITION PROJECT NO.
1 , ~I" I ' 1 \ ~ l 1 ~ ~ 1 1 l ~ ` ~ I I ~nl N I 1 1 ~ ? / ~ N ni ~~n_ ~ \ I N ~ - 1 ~ /7 a Q unnni n.nni ui~ 7nnM
o bUNUUMIit Uu. ivvR in X02
SEE CV-1 FOR CONTINUATION 0 6 ISSUED FOR REVIEW AND APPROVAL. SHEET NO.
0 A / WHD
THIS DRAWING AND :A SOCIATED CAD FILES ARE AN INSTRUMENT OF o /02 • 301 Beaverdam Rd. DRAWING AND :AS
SERVICE AND THE PF AND SHALL NOT BE ICE AND THE PROPERTY OF THE CUFFS COMMUNITIES Z NO. DATE BY Travelers Rest, SC 29690 CV-2 SHALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN REVISION PHONE: [phone]
AUTHORIZED BY THE ORIZED BY THE CUFFS COMMUNITIES IN WRITING. ~ SHEET OF COMMUNITIES

/ t ~ ~ ~ r1 _ ~ \ ~ \ ~ 1 ~ NOTE
/ \ i ~ / ~ \ \ ~ / / ~ o \ r / / - 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES
~ a ~ ~ \ / ^i / i \ ~ ~ ~ AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL m,,F - SEDIMENT RUN-OFF.
~ % ~ \ \ ~ / / i / \ ss
f ~ ~ i \ ~ / \ / / ~ a- i / RA I ~ ~ ~ \ ~ 2. SEDIMENT TRAPS. ARE SHO RA I A E WN ENLARGED FOR CLARITY. ,9,
r ~ \ ~ / 4~ ~ ~ 0 , ~ ~ ~ / too o too ALL TRAPS WILL BE CONSTRUCTED WITHIN THE
'S i ~ 2 ~ 0 N \ ~ / / w \ \ ~ ~ ~ DESIGNATED DISTURBED LIMITS. ~ \ ~ y
\ i p ~ N 26 3. SEDIMENT TRAPS SHALL BE CONVERTED INT c 00T 0
rn ~ w ~ ~ ~ \ I ~ 1 w ~ \ / ~ I ~ ~ o ~ ~ ~ ~ IN GRAVEL FILTERS WITH LEVEL SPREADERS ONCE SITE IS STABILIZED X16
o ~ \ \ \ \ / ~ ti ~ l ~ / _ 2 i ~ 1 ' ch - ( IN E T) - ~ 1 aEmans aw ~ 1 ' ch- 10 t» ~ i~
~ \I \ ~ s ~6 v 'S ~ eui •
~ ~ ~ ~ `l ~i? / ~ N ( ~ 2.3 - - ~ 'GOLF AREA: HOLE NUMBER 11
' A ~ ~ I ~ ~ 3 0 4p_ ~ ~ N M ~ / / \ ~ 1 BAI. MOUNTAN p~ ~ MIN. SITE
N i ~ o ® v' 23 6 ~ 3 3 ~ / FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE ~ ~
~ / ~ ~ u'rn 2314 ~ / N 6 ~ 23 ~ ~ w w / / 3 2 ~ ~ ~
~ h ~ 2 2~ ~ ~ / / '1 N ~ 1 3 2 3 'S / 2 0 2 3, ~ / ~ 11-1 11-2 CB TO OUTLET 18 50 " ~ 1 1 18 ~
~ ~ l Isl N, 11-2 TRAP TYPE "A" s
2 r' / \ ' ss
~ 2,31 a ~ ~ 2 s ~ / \ J p ~ 11-3A 11-3 END TO CB 24 128 1 NA ro purr
\ O6 r' ~I 23 11-3 11-4 CB TO CB 24 80 1 18" 11-4A 11-4 END TO CB 18 142 1 NA LOCATION MAP
\ ~~7`' ~ 11-4 11-6A CB TO'CB
/ 2 a ~ V \ / ~ 24 62 2 18 - ~ 11~A 11~ CB; TO OUTLET 24 65 2 18"
i ~ ~ ~ 3 r u' / c~ d 11-5 11.6 CB: TO OUTLET 18 71 1 . 24
i ~ - i ~ ~ ~ ~ - ti SILT FEN V ~ ~ ~ 11-6 ;TRAP TYPE A
~ ~ - i o T ~ w 2,, ~ ~ ~ ~ x 2338.D 23 U' 10 o~ ~ 5
~ ~ ~ 11-7 TRAP TYPE "A" i /
~ ~
\ ~ ~ i ~ ~ I ~ O~ / ~
~ 1 ~ J / o / ~ A ac \ /
~ .47 ~ 2302 , ~ 326 ~ ~ - - / / .GOLF AREA: HOLE NUMBER 12
/ 2349.2 N ~ ~ ~ x . ~ - ~ / MIN. FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLETSIZE
~ ~ ~ I ~ ~ "~10 X30 / / /
~ / ~ A CK ~ / ; / SILT FENCE- 2 a 2 ~ ~ - / 12-1 12-2 CB TO CB 18 109 1 " - 24
~ ~ ~ 2g4 98 _~J 1 'S / ~ / ~ i / 12-2 12-3 CB TO CB 18 91 1 18"
~ / p ~ 2g6 c' / 12-3 12-4 CB TO CB 18 109 1 18"
~ - ~ ~ ~ ~ - ~ / ~ 12-4 12-5 'CB TO CB 18 92 1 18"
% ~ ~ _ , ~ _2 ?s2 / / 12-5 12-6 CB TO OUTLET 18 27 2 18"
/ / i ~ ~ o / / 12~ TRAR TYPE "A"
/ 2 ~ TbPE CFA ~ - i ~o ~ ' / U
/ / ~ `L ~ ~ ~ I 228 a / 12-7 12-8 CB TO CB 18 68 1 18"
/ / `L s / / ~ ~ ~ / / 12-8 12-9 CB TO OUTLET 18 50 1 18"
/ ~ ~ , ~ / 12-9 TRAP TYPE "A" / , -
~ ' N ~ i \ ~ \ o / 22
N ~ 5 ~ / l ~ \ ~ 9 p, ? / 12-10 12-11 / END TO CB 24 123 1 NA CALL BEFORE YOU DIG
~ ~ ~ c1 `L N / 12-11 12-12 CB TO CB 24 85 1 18"
~ ~ \ / ~ ~ ~ ~ ~ LT FENCE ~ ? o ~ / / ~ ~ 12-18 12-12 24 164 , 1s" 1-800-632-4949
/ \ 6 ¦ ~ ~ ~ 5 , 29 TYPE i ~ TER ~ diOSSNiG ~ ~ 12-12 12-13 CB TO OUTLET 24 92 2 18"
\ , ,I o ~ T1fPE A ~f i 12-13 TRAP TYPE "A"
i / / ~ i i ~ 12-14 12-15 CB TO CB "
\ , i ~ ~ i ~ ~ ~ ~ ? i ~ ~ i 18 56 1 18 12-15 12-16 CB TO CB 18 80 1 18"
~ ~ a Y< ~ / ~ 12-16 12-17 CB TO CB 18 60 1 18" LEGEND:
~ ~ N ~ 3.20 ~ ~ N a6 ~ ~ ~ o ~ ~ 2 1Q86 12-17 12-19 CB TO CB 18 74 1 18"
- - ' - ~ r~ - - No• a ~ / N o ~ - - % ~ ~ ~ ti~ 2302 ' - 12-19 12-20 CB TO OUTLET 18 73 2 18"
~ / ~ ~ ~ ~ ~ 2 ~ / / ~ SEDIMENT TRAP (SEE DETAIL)
~ \ ry
~ ~ 6 ~i CATCH BASIN SEE DETAIL GOLF AREA: HOLE NUMB ~ ~ ER 13 ?
~ ~ \ \ N ~ ~ ~ ~ 290 g6 / MIN.
~ \ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE RIP-RAP SEE DETAIL
_ ~ N ~w ~s ~ ~ ~ )
\ ~ ~ ~ ~ ~ ~ a w 13-16 13-1C END TO OUTLET 18 225 2 NA ~ FLOW PATH TYPE "B°,
~ ~ ~ ~ ~ UNLESS NOTED OTHERWISE)
131A 13-1 END TO CB 24 38 1 NA
\ ~ N ~ Q L ~ N ~ ~ S / \ / J ~ ~ 13-1 .13-2 CB TO CB 24 134 1 18" SILT FENCE
~ ~ ~ x ~ ~ ~ 76~ ~ / 1 13-2 13-3 CB TO OUTLET 24 119 2 18"
~ ~ ~ ~ \ 2321.9 ~ V ~ J vv N ~ / ~ \ \ ~ N ~ TRAP TYPE "A" WETLANDS
cy n ~ N ~ ~ V ~ ~ ~ • /
~ ~ ~ ~ T FEN / / 13-4 13-5 CB TO CB 18 108 1 RIGHT OF WAY LINE / 24
c- ~~t_. c ~J~ ~ 22 _ A ~ \ t 8 c_ 2282 ~ ~ l.. ~ 4 / 13-5 13-7 CB TO CB 18 85 1 18" PROPERTY LINE
~ \ \ \ ~ ~ ~ A ~ ~j- 13-6 13-7 CB TO CB 18 81 1 18"
9 \ \ v 13.7 13-8 CB TO OUTLET 14 76 1 18" ~ „ „ - ~ ~ -CLEARING LIMITS
2 ~ \ v 8~ / / 13-8 TRAP TYPE B
I ~ ~ <0 66 ~j O ~ V ~ / ~ 2 0 ~ ~e~ r _ =~n ~ ~ ' VA a N I ~ 'I'~ ~ / / /
~ ~ 13-9 13-10 END TO CB 18 94 2 NA / / 1 „
1 ~ ~ VA ~ / ~ ~ \ ~ ~ N X-- ~t v zoo v ~ ~ ~ A ~t 13.0 13-11 CB TO CB 18 76 2 18
v - ~ ~ / ~ ? ~ r ~ ~ . ~ ~ 1 .t ~ / ~ / 13.11 13-12 CB TO OUTLET 24 85 1 18" .r / ~ .1 / 13-12 TRAP TYPE A
/ ~ .
• 2 ~ ~ ~ ~A ~ ~ / 13-13 13-14 CB TO OUTLET 18 55 1 18
~ \ ry \ 2 ~ ~ f / 13-14 " " TRAP TYPE A
r ~ ~ \ ~ 286 ~ ~ - ~ \ ' /
SILT FIIdCF 90 \ ~ Ad~ES 264 N V / / / ~ 13-20 / 13-21 CB TO OUTLET 18 81 1 18
~y ~ 1.~4 / / 13-21 TRAP TYPE "A"
/ ~ /
r r ~ - . , A s6 ~ NCE ~ t ~ ~ ~ \ K ~ y ~ i 2g ~ ry m6 C '1 I N / / 13-22 13-24 CB TO CB 18 74 1 18"
~ ?2g2 \ I ~ ~ / ~ 13-23 13-24 CB TO CB 18 84 1 18"
13-24 13-25 CB TO OUTLET 18 30 1 18"
\ - 2' ~ Q 55.8 A N I ~ / / 13-25 TRAP TYPE A
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~ ~ ~ ~ 2s ~ ~ 3.57 s / / i / / - - 4 DATE
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~ ~ 22 't ~ 22s ~ ~ p~ SA\ / v M WHD 6/10/02 / / ~ EROSION CONTROL PLAN i / 0 0
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V ~ ~ / ti 2266 o ~ ~ ~ / o o / / ~ D g WHD AS NOTED d / CLIFFS WAIN U T COVE
\ ~ ~ ~i E ~ 26~ ~ ~ / 0 2 ~ 62 1 / 02 DRAWN BY / / o
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\ \ ~ ~ pECK ~ 22~ 24 B VR E INS)UMENT~ X02 301 Beaverdam Rd. THE S OMM ITIES Z Travelers Rest S29690 cv-3 B IN NY WJk~OTHER THAN '
n s I TINC. No. GATE BY REVISION PHONE; (864) 836
SHEET OF COMMUNITIES -1120 MUNITIES

_ _ _ _ _
\ \ I' NOTE:
2300.6 \ ~ \ / ~ ry ~ry~ / r 23oz 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES
~ \ 0 \ - ~ e , 4 ~ 3o AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL -
SEDIMENT RUN-OFF. i0 A
~ ~ i \ N N 9~ ~9 ~ 26
/ ~ \ \ ro c' m 22g ~ 2. SEDIMENT TRAPS ARE SHOWN- ENLARGED FOR o ss CLARITY. ~ ~ ALL TRAPS WILL BE CO 191
NSTRUCTED WITHIN THE n`~1 ~~s ~ DESIGNATED DISTURBED LI MITS. ~y
~ ~ ~ \ \ \ \ / \ \ \ ~ / 3. SEDIMENT TRAPS SHA ~
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\ \ \ ~ 22 \ ~ \ \ ~ ap L SPREADERS ONCE SITE IS STABILIZED ~j0„ya Q ~ ,~ti - a~~n+ans OAP
~ \ \ ~ ~ ~`L \ ~ \ ~ N ti GOLF AREA: HOLE NUMBER 14 ~ , titi s Q ~ 48
I . ~ / \ \ \ BALL \ MIN. • / FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE
~ x 2321.9 \ \ ' ~6' \ ~ \ , \ \ 0 \ \ \ N ~ ~ . / ~ BALL NOUXTAN A4fH1E LEAN PLAN
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~ \ ~ ~ aor9
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~ ~ ~ ~ \ ~ 9 \ ~ \ ~ \ ~ L F N TRAP TYPE "C'
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~ j 1~ ~ ~ ~ • ~ \ ~ GOLF AREA: HOLE NUMBER 15
ELZ ~ I \ - ~ \ CFEC>< \ ~ ' ' MIN. FROM 70 STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % I NLET SIZE
~ 68' ~ 7 ~ V ' ~k ~ •
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~ ~ ?286 2 ~ / .1 °are \ ~ C` \ ~ ~ ~8 ~ ~ V ~ f~ > ~ ~ • e ~ 1S3 TRAP TYPE "B"
96 ~ ~ SILT CE '1 FK. \
\ ~ ~ ~ ~ ~ ACRES 0 1S3A TRAP TYPE `A'
~ ~ ~ ~ ~ ~ ~ 1.94 ~ ?64 N 1538 TRAP ~ TYPE 'A"
6 G \ \ ~ \ ~ N zv6 229 ' \ G CE ~ iS3C TRAP TYPE "A'
\ \ 7 -7 7 CP ~ \ m , 1S3D TRAP TYPE "A'
\ ~ \ 1 \ 22g ~ \ \ \ • 1, ~ cab, \ \ N \
• S. ~ ~ / \ \ \ ~ \ \ '1 ~ n - 15-0 1S5A CB TO CB 18 102 1 18' 60 55.8 A cv 155A 15.6 CB TO OUTLET 18 40 1 18'
\ \ \ \ \ \ N A~RES ~ 60 55 \ ~ u~1 \ x ~ 15{ TRAP TYPE'B"
\ \ \ ~ \ 1z~o 8y \ \ ~ ~ 2 ~ ~ \ ~ 276 ~ N
\ ~ ~ ~ \ ~ \ J ~ 15~: 1S7 Cg TO OUTLET 18 85 1 18' \ 1S7 TRAP TYPE'A'
\ \ 8 0 \ ~ I \ r N
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\ ~ ~ ~ 0 2284 I V \ ~ / A 2 \ ~ ~ ¦ ~ \ I ~ 25~ 25 . \ \ N
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\ ~ ~ ~z - ~ 2 \ V ~ I \ \ N ~ \ 1 1511 1512 CB TO CB 18 101 2 Y4• ~5 18 74 2 18'
~ ~ ~ a CE I 8 ~ ~ Q 2~ 6 ~l ~ LLJ 1512 1513 CB TO OUTLET 24 s3 1 18'
\ ~ \ Q 2 \ r L,J 151 3 J TRAP TYPE"C ,
\ • \ 2~ ~ • ~ \ V J - ~ •I iS14 TRAP TYP
~ ~ ~ 2~ \ ~ i ~ a~ A 22x8 ~ ~ ~ s\ ~ EA
Z CALL BEFORE YOU DIG
\ ~ - N ~ ~ ~ / 266 / ?2 / C' CHE 1 - - s ~ GOLF AREA: HOLE N 800 632 4949 a ~s ~ UMBER 16 AND 17
L ~ o X68 Bg / \ ° ~1 22\'B ~ 64 6.78 ~ ~ MIN. ~ ~ FROM 70 STRUC1URES TYPE TRAP PIPE SITE LENGTH SLOPE % INLETSIIE
\ I ~ / \ . ' ~ ~ ~ G8 2 ~ ti~ 2288 ~
SA\ 16.1A 161 END TO CB N 24 71 2 NA
r' ~ 9 N N 16.1 16.2 CB TO OUTLET 24 126 2 18' ~ N 16.2 TRAP TYPE'B'
~ ~ \ ~ i ti~ 2266 / ~ ~ ~ p \ - 64 - 7 /i S , 2 22 `t ~ \ ° ~ LEGEND:
~ ~ ~ ~ ~ s • ~i ~ / ~i - = ~ X52 ~ 163 16-0 ~ ~ ~ 18 142 1 16' 16d 16S CB lO CB 18 68 1 16'
I \ N r s 8 ~ V / 165A 16S CB TO CB 18 39
~ \ r r ~ A ~ i o / i / \ ~ ~ / 2S ! / / \ o / ~ 6 ro ~S ~ 16 es 1 te' ~ SEDIMENT TRAP (SEE DETAIL) \ / _ 16b WO POND
~ \ N ~ a ~ / / N i N '
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/ SR ~ ? O o\ / ~ 11-2 TRAP TYPE'S'
\ \ ~ l \ \ ~ ~ ~ \ ~ o \ 17-3A 173 END TO CB 36 113 RI -
\ ~ • 248 \ 2 2aa ~ ~ \ ego - n3 17 1 NA P RAP (SEE DETAIL) a N ~ dA CB TD OURET 36 15 1 18'
~ \ ~ / ~ ~ \ ' 2 CiECK 6 ~ 17.4q 1RAP TYPE'A'
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~ ~ S: 56.0 ~ ~ ? TYPE 'A" CK ~ S4 22S 24 \ " " titi~ 1°0 17-s 17.10 CB TO CB ~g ANDS 151 2 18'
~ \ AGE VOLUME: 91,91 CF ? ~ a i \ ~ 4 a~ 17.10 17.11 CB TO OUTLET 36 111 2 18' N J6 x57.x Q
2 ~ ~ \ \ U \ 44 a z~, ~JJ 17.11 TRAP TYPE •B• RIGHT OF WAY LINE ` ~ J u 2x51
/ \ ~ 0~ ~ 24 ~ ~ ~ ~ ~ 6 ? ~ CJ 4 `l 1 \ \ 0 2~ S ~ d • 17-15 11-13 ENDTOCB 18 181 1 24'
/ \ 8 0 ~ N ~ 2 17-12 n-13 ceTOCB 18 80 1 t8' PROPERTY LINE 1r~E-~" -iL • ~ 44 xxsx~n 1713 17.14 CB TOOUiLET 18 92 2 16'
~ 1 ~ i ~s ~ zzso 17-14 TRAP TYPE'B' ~ ~
\ ~ ° \ ~ 2 ~ / N F ~ L CLEARING LIMITS / 17-16 17-18 CB 10 CB 18 69 1 18'
~ \ b S C ~ 6 \ ~ N ` 17-17 11.18 CB TO CB 18 68 1 18'
N a~, ~0 (O ~ 17-18 17-18A CB TO OIJiIET 18 32 1 18' ~ 17.18A TRAP TYPE 'A'
t J d~ . • o N N N ( i7-18 17-19A CB TO OUTLET ig
~ - , ~ 28 ~ 8 o ~ 1 18' . ~ ~ c~ 17-19A TRAP TYPE'A' .
\ ~ 0 E v N / ~ 85 \ ti tir ti N ~ / / W ~ ~ Q
/ / / / d ~ / ~ / 12 2 ~ p rn ~ \ ~ ~ ti S
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~ WHD DATE
03 EROSION CONTROL PLAN 6/10/02
GRA ~ p 1 INLET AND PIPE CHANGES SCALE GRAPHIC SCALE ~ wHD
o so w 02 CL~FFS AS NOTED WALNUT COVE so 100 200 ~ c DRAWN 8Y
C 1 GOLF LAYOUT CHANGE
GOLF C wHD OURSE DE SIGN P.P.F. o O
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THIS DRAWING AND A A ~ WHU ISSUED FOR REVIEW AND APPROVAL SHEET NO. DRAWING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF o /0
SERVICE AND THE P6 ICE AND THE PROPERTY OF THE CLIFFS COMMUNITIES z 2 • 301 Beaverda m
AND SHALL NOT BE I AUTHORIZED BY THE SHALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN J Travelers Rest SC 0 C 2969 C V - ORIZED BY THE CUFFS COMMUNITIES IN WRITING. NO. DATE BY REVISION
- PHONE: [phone]
COMMUNITIES SHEET OF

1 ~ ~ \ / ~ ~ \ - - ~ -
\ \ / \ ~ \ \ LEGEND:
30 , l / 264 ~ - m es~
~ \ / / ~ I ss - SEDIMENT TRAP (SEE.DETAIL) SILT FENCE
~ \ \ ~ - ~ \ ~ \ 1 psi
. / ~ I ~ WETLANDS
~ ~ ~ ~ ~ CATCH BASIN (SEE DETAIL) .
\ \ ._J_/ ~ ~ l , ~ 1 ~ ~ ~ as ~ . ~ RIGHT OF WAY LINE e
i ~ RIP-RAP SE '"~~0'D \ ( E DETAIL)
_ ~ ~ ~ - / ~ \ ~ ~ ~ ~ i ~ ~ ~ PROPERTY LINE 07 i \ _ as
- ~ ~ ~ - ? / \ ~ ti \ _ \ 1 ~ FLOW PATH TYPE "B", _ _ ~
~ ~ ~ ~ \ ~ \ ~ ( ~ ~ CLEARING LIMITS - ~ UNLESS NOTED OTHERWISE) au~ ?~a,xT~ ,E,,,,
1 ~ \ ~ 1 , ~ ~ ~ ~ \ - ? _ ? ~ - ~ SYfE
~r . 1
~ \ ~ ~ N~ N POND. ISTON~'01~ - ~ \ ' \ ~ ti ~
( / \ RAI A ~ o N AR A: 90. ACRES N ~ ~ \ _ ` REFER TO ET IL FO OUTLET ~ ~ -
,D ~ t \ / - GOLF AREA: HOLE NUMBER 3 AND 8 19' 26
~ \ ~ ~ ~ .MIN.
Y ~ ? \ _ ~ ~ ~ A ' ! 2 6a ~ ~ ~ 1 \ 1 , ~ v ~ ~S, ~2 - FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE 10SPAFT"'B`"`
~ ~ ~ \ i ~ 1 ~ , ~ \ LOC ` A110N MAP
~ ~ 2289.D 0 ~ ~ ~~S 3-1 3-2 CB TO OUTLET 18 54 1 18 . _ ~ _ 3-3 3-5 CB TO CB 18 132 1 18"
~ z^ ~ ~ _ `L ~ 0 E x ~ \ - ~ A
. ~ ~ A v . ~ ~ G r 1 ~ v J ~ A • 3-4 3-5 CB TO CB 18 142 1 " 24
" ~ y ~ o ~ ~ A _ A ~ ~ _ ~ i ~ N 2 q ~ ~ ~ ~ 3-5 3-2 CB TO OUTLET 24 100 1 18"
• \ _ 3-2 TRAP 'TYPE "D"
ti 1 ` ~ ~ ~ ~ \ ~
~ . U \ v ~ / ~ ~ ~ 3~ TRAP TYPE "B"
\ ~ !v ~ 2 ~ a ~ ;r ~ ~ ~ ~ a~ ~ ~
~ \ o,~ ~ ~ 1 4 ~ ti ~ ~ ~ ~ , ~ \ / 3-7 3-8 CB TO CB 18 99 1 18
_ A~-_ ~ ~ ~ / ~ 13 v \ ~ \ / 3-8 3-9 CB TO CB 18 84 " 9 \ 1 18
N N I ~ ~ X 237. ~ o ~ \ ~ ~ 8-13A 8-13 CB TO CB 18 129 1 18"
- \ t --22i5 ~ ~ / v ~ ~ ~ 8-13 8-14 CB TO CB " , 18 87 1 18 ~ \
N ~ ¦ ~ ~ 22 ~ ~ ~ ~ 8-14 3-9 CB TO CB 18 114 1 18"
- ^ - ~ ti i / A ~ ~ ~ \ ~ „ ~ ~ ~ ~ 3-9A 3-9 CB TO CB 18 112 1 18 „
~ ~ 3-9 3-10 CB TO OUTLET 18 173 1 18
A ~ ~ ~ A~ 2 ~ - _ , 6 V t ~ i ~ / \ ~ ~u \ ~ ~ ~ 3-10 IRRIGATION ~2 / ~ ~
ti ~ ~ ~ ~p ~k ~ ~ \/VU/ ' J J ~ ~
6 ~ 3-11 IRRIGATION ~ ~ . ~
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' ~ ~ ' ~ ~ - - ~O / \ j / ~ i ~ ~ / ~ i 8-8 8-9 CB TO CB 18 140 1 18"
~ 'ti / ~ ~ ~ 0 5 / / ~ 8-9A 8-9 CB TO CB 24 216 3 24"
6 ti ~ 22 ~ v- s ~ , A , ~ ~ 2 ~ 2 ~ 1 ~ ~ ~ ~ ~ ~ ~ ~,5 / ~ 224.0 8-9 8-10 CB TO OUTLET 24 183 3 18"
~ \ 8-10 POND 8-10
y ~ ~ ~ r, A ~ / ~ ~ ~ ~
~ 8-12 TRAP TYPE "A"
_ ~ ' N / / / ~ X 244.5 ~A ~ 2 ~ ~ ~ 2 -
n fi~ ~ N \ O ~ ~ 1J ~ \ ry ~ ry 8-5 8~ END TO CB 24 174 2
_ . ~ - N 2 4 / v 4~ ~ X 2 ~ 2 16 ~ 2_ ' N ~ ~ \ b ~ a 22 ~ 248 „ CALL BEFORE YOU DIG 8~ 8-7 CB TO OUTLET 24 31 3 18 ~8
i ~ % 2 8-7 EX LAKE _ _ _ 1 800 632 4949
~ ~ ~ c~ ~ ~ \ ~ 'p / N V~ ` ~ ~ i~~ ~ ~ N ?44 ~
,p 238 ~ ~ % ~ \ 24 24 8-1 8-2 CB TO CB s 18 201 1 18
~ / 6 ~ - ~ ~ 2238 3 ~ ~ \ F. 1 236 / A \ 9 ti N 8-2A 8-2 CB TO CB 24 ?_85 2 18"
4 ~ ~ ~ ~ 8-2 8-3 CB TO CB 24 136 2 18"
N \ w ~ .1 CFS 1 2 ~ ~ 244 8-3 8-4 CB TO OUTLET 24 14 2 18 ti
t c' ~ ~ I A 40 ~ 8-4 EX LAKE
~o ~ ~ 2 TYPE 1 - f ~ ~ N ~ TYPE CK ~ E \ 25. W ~ N 3 36 ~
~ J o ~ N CO 22 22 ~ ~ i 2238 9 ~ j 2, 22 4 223
N Gj ~ • ~ Ao
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~ \ ~ ti ~ / ~ ~ 1.01 w `L GOLF AREA: HOLE NUMBER4
- \ ~ ~ ~ 6 `L / ~ ORES 7 N - \ ~ > > ~ 22 ~ 2 \ z ~ ~ 0 o MIN.
q t ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET ti SIZE
1 ~ ~ 41 42 CB TO CB 18 117 1 18"
~ _ ; N t. r ko 2236 ~ ~ cv tiry 22 42 43 CB TO CB 18 82 1 18"
2 6 10 ~ gg `L 234 ~ 2 `l ti~ 2 2 43 4-4 CB TO OUTLET 18 135 1 18" 2
v ~ ~ ~ ~ l ~ / ~ a ~ 220 44 IRRIGATION 2
o ~ 223 5 i1 1' FlL ~ N ti 2218 ry ~
~ A CH ~ 1 ~ ~ 45 46 CB TO CB 18 101 1 18" 2~
n, L ACRES Ili ~ ti 46 47 CB TO OUTLET 18 61 1 18"
~ - - 2G6 ~ ~ ~ ' ' ~ ` cr ~ ~ ~ 2224 2 2 a 47 TRAP TYPE "A"
_ 3 ~ - - \ ~ N ~ ~ o ~ J i n, 2220
c ti' ~ N N I - I ~ 1 / N \ ~ ~ N N SILT FENCE ~ 48 49 CB TO CB 18 123 1 18"
' r ~ ? N N w0 ~ A 7' ~ 1 ~ ~ 2t8_ 49 410 B T B C 0 C 18 80 1 18
2 4-10 411 CB TO OUTLET 18 50 1 18"
_ ~ ~ \ i \ \ 6~ 234 J ~ ~ ~ j ~ 411 TRAP TYPE "A"
~ < ~ ~ 2 zs 1, 1 23< ` ~ 2 ~ 30 x 2 5
- \ 2 TER ~ 2 3 0 2 ~ 228 ~ ` ti~ ~ g 3 412 IRRIGATION TYPE "A" `~~ao~onuunn~irprrU
i i \ ~ ~2 ~~~`~°`'(N CARS''%,,,~
1 \ ~ ti ti / ~ 2 ~ N 22~ 0 '~gS''••. N o ; ~ : of E I p4,.,• y
_ 222 224 w 2 N N ~ i 2 . N 9 a ~ ti ~
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1 0 22 22 ~ ~ ~ h ~ o i ~ \ } 4 2 26 22 `L q# NOTE: 023412 e
ti 22 ~ <1 ~ t~ co ~ ' ~ ` N 4 1 ~ l_45 ~ p ~ r' ~ ~ `L v 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES 5 - 13.03
~ _c ~ 1 ~ 222 - ~ o AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL %~L •.Fry EEQ:• ~ ~ GIN
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_ ~ ~ ~ ~ % S T ENCE - / ~ ~ ~ ti ALL TRAPS WILL BE CONSTRUCTED WITHIN THE \ ~
\ 6 0 ~ 7 ~ ~r \ `L ~ .i N ~ ~ ~ ti ~ N DESIGNATED DISTURBED LIMITS. ~N
- 1 p ~ N I 2222 .3 ~ \ z 3. SEDIMENT TRAPS SHALL BE CONVERTED INTO
_ . ~ 22 N~\ ~ 2224 GRAVEL FILTERS WITH LEVEL SPREADERS ONCE SITE IS STABILIZED GRAPHIC SCALE O
~ 193 ~ , ~ '1 Fq.TER ,oo ° ~ ~
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~ ~ ~ J 0 2 PUMP , ~ ~
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~ s ~~A ~~2- 6 N ~ N~ N 2 33. ~ V ~ 221 ~ - -fi `L x , 7 3. - 1 inch = 100 ft
0 7. ~ 5 F ~„ID WATER QUALITY COMMENTS - 5-9-03
Z 3
- 2 9.S 20 0 ~ . ~ ~ 1 R TOP OF DAA1 = 2203.0 ~ ~
~ x` ~ \ \ ~ U 4 DATE E WHD WATER QUALITY COMMENTS
• ~ / ~ 2 Q ~ i `L ~ 6/10/02 ~ 0 03
~ ~ ~ 1 INLET AND PIPE CHANGES SCALE
~ FILTER ~ ~ ~ \ \ ~ s i \ \ ~ ~ D 6 WHD AS NOTED ~ ~ / CLIFFS WALNUT COVE LL 02 DRAwN BY
T FENCE SaL 'TYPE r FLTE1~ \ ¦ • \ ~ ¦ 1 FIL '1' flL
~ TYPE '8'~CFEgt ~ ? ~ ~ ~ - TY~E ~ 267 \ ~ ~ I/ \ 1 GOLF LAYOUT CHANGE GOLF COURSE DESIGN CWJ A ~ C ~ o WHD
~ \ y 6.~ CF5 I 9~ ~ N a 02 HOLES 3 4 AND 8 CHECKED BY
~ / ~ 1 FIL \ ~ N 1' ~ , , \ ? g 9~, wun STORM DRAIN ADDITION oo,,,~,,T
~LNUL II } Q vy r,liv fl\VVLVI I\V.
ND: %R1GATIONPOND D Ir o /02 BUNCOMBE CO. NORTH CAROLINA 20001
DR INAG AREA: 29. ACRE 0 / ISSUED FOR REVIEW AND APPROVAL. Jhe SHEET NO. A WHD
F T S DRAW G AND ASSOM \ \ RE TO DETAIL OR OU ET RVICE AN THE ROP i 26/0 G AND ASSOCIA D CAD LES R A INSTRUMENT OF o 301 Beaverdam Rd.
-:~i 9 \ \ \ \ ~ ND SHALL NOT B USE I THE ROP TY F THE OFFS !3 M NITIES Z Travelers Rest SC 29690 cv- NOT B USE OR EPRODUCED IN Y WAY OTHER THAN NO. DATE BY
ti \ AUTHORIZEQ BY E CiJfS I \ \ \ BY E CUFFS COIVIMUNI*m IN WR{ REVISION • PHONE: [phone]
COMMUNITIES SHEET OF

EGL END:
T° A9fYLlE
SEDIMENT TRAP (SEE DETAIL) 2s ~ ~ ~
~ \ / ~ / ~ / i ~ ~ ~s~
\ CATCH BASIN SEE DETAIL \ ( )
~ ~ / \ / ~ \ \ ~ / i ~y \ ~ D°T /6
i \ - ~ ~ i\ ti POND. ~ LISTON~ON6- ~ / i\ \ ~ e 14 J RIP-RAP (SEE DETAIL) sM°~c
\ ACRES ~ ~ / v " ~ RAINA AR A: 90. ~ \ ~ mains aw
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~ / ~ i~ SILT FENCE ~ \ ~
~ \ i / - ~ \
~ \ Sp ~ . ` ~ / / / ~ ' WETLANDS ~ ~ \ ~
~ ~ \ ~ ¦ ~ / / - ~ ' is~
1 ~ ~ \ RIGHT OF WAY LINE ~ ¦ e s / ~ 2
~ \ \ 0 ~~g \ \ I 2236.3 ~ b ~ ~ ~ , s \ \ i s.3 ~ ~ ' ROPERTY LINE To
~ ~ / ~ ~ ~ ~ P f ~
\ \ ~ - ~ ~ -CLEARING LIMITS LOCATION MAP
~ ~ \ / / • 2 ~ ~ ~ ? - i i
~ ~ ~ ~ \ / ~ ~ s\ ~ \ _ ~ ~ ? ~ / 1 '
~ ~ ~ / / / /
~ - \ s ~ / 2 ~ ~ GOLF AREA: HOLE NUMBERS 5 6 AND 7
- - ~ ~ ~ I / / 2237. ~ X \ \ / i ~ \ MIN.
i. ,t ~ \ / ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE % INLET SIZE
\ tii~ . F \ \ / ~ O ~ / r ~ \ ~ / / 6-1 6-2 CB TO OUTLET 18 61 1 18
6-2 TRAP TYPE "A"
~ i /
~ ~ ; ~ / 6-3 6-5 'CB TO CB 18 112 1 18"
\ i t Y x \ ~ ~ \ ~ 5 6~ 6-5 CB TO CB 18 87 1 18"
' { / C\ ~ 2240 ~ 22 ~ ~ ~ ~ < 6-5 6-6 CB TO CB 18 163 1 18
>i / ~ \ p y ` ~ / / ~ ~ \2Pd7.4 6~ 6-7 CB TO OUTLET 18 132 1 18"
\ f ~r. , . / ~ ~ . \ , r r`~ ~ 224 ~ ~ ~ ~ / / 6-7 TRAP TYPE "B" 1
/ 7-1 7-2 CB TO CB 18 112 1 24"
/ Q \ ~ ~ \ ~ \ ~ 7-2 6-9 CB TO CB 18 173 2 18"
g ~ ~ ~ J / \ ~ \ 6~ 6-9 CB TO CB 18 111 1 18
, ~ ~ z \ ~ X~. X 244.5 g ~ N 123 1 6-9 6-10 CB TO CB 24 18
x. A ~ p ~ ~ 6-10 6-12 CB TO CB 24 113 1 18"
~J ~ - x~ R, ~ - 6-11 6-12 CB TO CB 18 181 1 18"
' 2248 ~ % ~ 2 1 i 4 174 2 18" 6-12 6-14 CB TO CB 2
_~"•"1 ~ 24 \ 2238 2 ~ ~ 2256:4 ~ 4 ~ 244 2246 ~ x 6-13 6-14 CB TO CB 18 174 1 18"
~ 22 2 ~ X ~ 4g ~ / 6-14 6-15 CB TO OUTLET 24 108 2 18"
\ ~ r d- / ~ ~ ~ 2252 ~ ~ ~ 22 3 ~ 40 ~ ~ 6-15 DETENTION
3 9 N / ~ 22 ~ ~ 1
\ ~ 1 1 N ~ ~ R 4q ~ ~ 22 ~ 6-16 6-17 CB TO CB 18 102 1 18" - . / 1
i 1 2~ . ti / ~ 22 s4 p ~ 4~ 2 ~ 2240 ?238 \ 2 ~ ~2 2S2 / / 6-17 6-19 CB TO CB 18 58 1 18
1 h ~ 44 ~ X48 ~ ~ ~6 / 224 ~ ~ _2.25 ~ / 6-18 6-19 CB TO CB 18 111 1 18"
2 ~ 2 / N 22 234 2 2 2~'4q~ ~ 22 / 6-19 6-20 CB TO OUTLET 18 84 1 18"
I 0~ 2 N 240 g~ ~ c~~ A2 ~j ~ 6-20 DETENTION
i ~ 232 i ~ ~ ~ Q~ ~ 0
~ ~ 2236 N `L~ / ~ V ~ ~ ~ / 6-21 TRAP TYPE "D"
N O 7 5 ~ ~ 234 2 24 ~ U 24 2 a ~ /
o o / T/ ~ „ ~ 7-3 7-4 CB TO CB 18 83 1 24
/ ~ 238 ~ ~ W ~ ti ~ ~ ~ 20 1 " ~ 7~ 5-1 CB TO CB 18 5 18
232 223 w / o ~ / 223 2236 2 4 ~ ~ - ~ ~ _ ~ 5-1 5-2 CB TO CB 18 182 2 18 I „
~ 4 i _ ~ N 2 2232 2228 ¦ _ ~ ~ 5-2 5-3 CB TO OUTLET 24 84 1 18
~ ~ ! 8 `L~' 2 22 2232 0 23 0 2 ~ ~ ~ I ~ 5-3 TRAP TYPE D
z ' , ~ 22 23p 6 / ' ~ I
w ~ ~ ry ry 2228 22 8 2~ ~2g 0 Q - o~ i ~ ~ 2218 ~ 'S - ; , N 2 224 2s ~ ~ 5~4 5-5 CB TO OUTLET 18 135 1 18"
t?, , . , N ~ 226 / ~ , ~ i N ~ 22~ -2224 ~ I 2228 !7 5-3 TRAP TYPE "D" ~ r /
/ -'1 2 222 S /11 „
~ ~ 2 . , , / ~ 22 J ~ 4 a 22 o ti ~ „ ~h 9 222 ~6 ~ 2 ti~ J 5~6 5-7 CB TO CB 18 136 1 18 1/
0 2 21 z ' ; , ~ v ~ M 0 220 - ~ ~ ~ / 5$ 5-7 CB TO CB 18 94 1 18" T ~ 1 ~ /
- / ~ 222 2 2218 ~ ~ 3 2224 22 N / 21 2 ~ 2 ~ / 5-7 5-9 CB TO TRAP 18 49 1 18
i ~ / ~o ' ~ / 5-9 TRAP TYPE "B" . ~ 1,~ /
z v p N s 222 U ~ ~ ~ Q c ~ ~ ~1~ 2~6 2218
~ ?2~ 26 ~ 2~8 1 22142218 NCE 7-12 7-13 CB TO OUTLET 18 71 1 18" J ~ ~
5 _ ~ n ~ 2 12~~22 ~ ~ 7-13 EX LAKE
;;;a~ 22 214 ~ t 2 ~ ! " ~ 2 1 2 222 / 22~ 0 -
a 2 ~ 42' 2208 ~ ti o ti ~ ~ ?2 ~ ~ ~ - 7-10 7-11 CB TO OUTLET 18 38 1 18"
~ 2 1 6 b ~N `y ' 221 p a 6 `ti ~ 4 / LL c~ ~ ~ ~ 0, ~ ~ 7-11 EX LAKE ~i ~
~ 0 22 2 N ~ N ~ w 1 a ~
, - - ~ / _ ~ ~ ~ ~ 22os ~ - \ N \ ~ ~ END TO CB 36 118 1 NA ~ 7-5 7~
~ o q# z ti / / ~ ~ ~ ~ 7~ 7-7 CB TO CB 36 123 1 24"
I i ~ 08 15 ~ \ ~ 7 ~ ~ 7-7 7~ CB TO CB 36 97 2 24"
J i ~ - ~ - ~ 7~ 7-9 CB TO OUTLET 36 122 2 24"
` ~ ~ ~ s ~ s / ~ - \ 7-9 EX LAKE
\ s 2223.a / _ \
ti ~ 3' Fl!'fER ~
SILT CE ~ ~ b CK 7 \ ~N
s ~ oo ~ ~ ~ ~ 11.O,~S ti ~ tiry ~~,0~0 ~ CARD/'''~~',
22~~ .3 - ~ ~ ~ , ~ NOTE: L~ q~i
222 / ? 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES ~ FESSIpN•,•9
TER ~ ~ SILT FENCE r q( ~ ; , 2 zzzoy i~ AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL ~ 9~: SEDIMENT RUN-OFF. ~ : ~ ~
/ ~ ~ _ • x / ~ - SEA - ' 023412
~ , ~ ~ ~ ~ ~ ~ ~ ~ • / ~ 2. SEDIMENT TRAPS ARE SHOWN ENLARGED FOR CLARITY. t
~ O Cp 2 ~ 5 N ~ 3, ` ~ ~ • .C7 , / 2 33. ALL TRAPS WILL BE CONSTRUCTED WITHIN THE . ~
~ ~ / x 7~ / ~ 9' DESIGNATED DISTURBED LIMITS. ~ •.,GINE,. qM N. 0 ,
g ~ / 6 ~ 3. SEDIMENT TRAPS SHALL BE CONVERTED INTO
2' ~ 2 r GRAVEL FILTERS WITH LEVEL SPREADERS ONCE SITE IS STABILIZED
i ~ ~ 1 ~ ~ I ~
\ ~ ~ ~ ~ / ~ / I,/ ti
/ ~
~ i i ~
~ ~ / I 5 _ F WHD WATER QUALITY COMMENTS 5-9-03
~ _ ~ 3
~ ~ \
i ~ ~ ~ ~ / / ~ \ ~ / / 4 WATER QUALITY COMMENTS DATE E p WHD 6/10/02
l \ \ 1~ FL.lE3Z \ ~ ~ / ~ / / ~ ~LT FENCE ~ / M / ~ 03 SCALE
1 INLET AND PIPE CHANGES AS NOTED
~ R H / i ~ IR IGATION POND i _ -1 ~ D 6 WHD CLIFFS WALNUT COVE 02 DRAwN BY
A: 29. ACR ~ ~ ~wo / goo / 0
AIL OR OUT~T gas / ~ ~ GOLF COURSE DESIGN P.P.F. C GOLF LAYOUT CHANGE o WHD CHECKED BY
/ / 02 HOLES 5 6 AND 7
~ _ / I / ~ 2,~5~ L E a w~ z 9 STORM DRAIN ADDITION PROJECT N0.
T PERMITTING SHALL BE inc = 10 it U-~.7L "A02 BUNCOMBE CO. NORTH CAROLINA 20001
TO CONSTRUCTION OF POND v $ SHEET NO.
o q / yH.ip ISSUED FOR REVIEW AND APPROVAL.
/ THM`DR G 26/0 ,THI R G ND AS IATE D FlL S AREA NSTRUiaERT OF- d 301 Beaverdam Rd.
SERVICE AND ' SERVICE AND THE PROPERTY OF THE CUFFS COMMUNITIES z Travelers Rest, SC 29690 CV- AND SHALL NOT BE USED.OR REPRODUCED IN ANY WAY OTHER THAN NO. DATE BY REVISION PHONE: [phone]
AND SHALL NC AUTHORIZED B' S IN WRITING. AUTHORIZED BY THE CUFFS COMMUNITIES SHEET OF
COMMUNITIES

GENERAL NOTES - SiIEYVORK
STEil POST HARE FABRIC SEEDING SPECIFICATIONS EROSION CONTROL NARRATIVE
1. The purpose of this narrative is a description of erosion 1. TOPOGRAPHIC INFORMATiON FROM AERIAL TOPO AND BOUNDARY 1. LIME dt FERTILIZER -CONTRACTOR SHALL FURNISH AND contrd measures to be installed at the site by the BY ALPINE SURVEYING.
SUPAC (5NP) OR APPROVED GEOIEJ(TIIE FABRIC (EXTRA STRENGTH) APPLY LIME AND FERTILIZER TO THE SOIL AS REQUIRED sltework contracts to prevent erosion and sediment. TO PROVIDE SATISFACTORY CONDmONS FOR SEED GERMINATION. 2. THE CONTRACTOR SHALL VERIFY 1HE LOCATION AND INVERT
fABPoC AND WRE FABRIC SHOULD AN APPLICATION RATE OF 100 Ibs PER 1,000 s . ft. OF 2 This narrative shop be furnished to the sitework ELEVATION OF ALL UNDERGROUND UTILITIES, AND VERIFY PROPERTY
c EX11?,D TO BOTTOM OF DITCH GROUND AGRICULTURAL UME (2 TONS PER ACRE AND 12-16 contracts as speciftcations to compliment the design CORNERS AND TOPO BffORE ANY CONSTRUCTION IS BEGUN. CALL Ibs PER 1'000 sq. ft. OF FERTILIZER (10-10-10) (500 TO drawtn s and details. The Contracts shall comply with all UTILITY COMPANIES BffORE EXCAVAiION TO LOCATE ALL BURIED
2L M SEDIMENT POND SCHEDULE (MADE LINE N BACKFlLl AND COMPACT DITCH 700 lbs. PER ACRE). g CABLES AND UNDERGROUND UilU11ES. requirements on the plans, narrative and also instructions
_ _ AREA TO TRAP L _ _ _ UNIFORMLY OVER THE AREA issued by the Local Regulatory Agency. THESE MATERIALS SHAU_ BE SPREAD 3. THE CONiRACTOR SHOULD NOTIFY THE ENGINEERS FOR A REVIEW
CRE 11' = 11=1111-1111 1111= 1 A 11 TO BE PLANTED. THE SOIL SHALL BE TLLLKED TO A DEPTH OF 3, Existing Conditions: Woods and existing dirt roads. SHOULD DISCREPANCIES BE DISCOVERED AT THE SITE OR ON THE
22 = I1 . 111 U t' MIN. DEPTH 2 ACRE 'x" TYPE "A° Is z'-o' _ 11 1 3-4 INCHES WITH EQUIPMENT APPROVED BY THE ENGINEER. DRAWINGS. 4. The Contracts shall perform the following items in the T10NS FOR HIGHWAY CONSTRUCTION OR:
3 ACRE 33 ~ T1PE 'e' Is 3'-0" SIDE VIEW 2. SEEDING -CONTRACTOR SHALL SELECT A QUICK GROWING order listed to prevent erosion of the site: 4. ALL REFERENCE TO SPECIFlCA
4 ACRE 44' o TYPE 'c' Is a'-o" HI H SEEDING VIGOR THAT IS SUITED TO THE MATERIALS ARE MADE FROM SOUTH CAROLINA STATE HIGHWAY GRASS WITH G DEPARTMENTS STANDARD SPEGFlCAl10N, LATEST EDITION. AREA, THE TIME OF PLANTING, AND THAT WILL NOT INTERFERE A. Install silt fence and stone check dams.
~I TYPE "o• Is s'-o" s'-o• oc WITH PLANTS TO BE SOWN LATER FOR PERMANENT COVER. 8. Grub remainder of road right of way after erosion control 5. EARTHWORK SHALL BE TO THE LINES AND GRADES SHOWN. measures are installed. pR00F-ROWNG AND COMPACTION LEST SHALL BE ACCOMPLISHED Ihi
POST C. Install storm drainage and place temp. sediment traps downstream of nFC THRU APRIL THE FlELD TO TEST ALL AREAS. THE OWNER SHALL RETAIN THE
o z 2 SUPAC (5NP) OR APPROVED 3' DIA. WOOD POST 00 ~ ~ 2 i I CEO1DfTiLE FABRIC OR METAL PICKET ~ OA15 2 Ibs. PER 1,000 sq. ft. ~ P1P~• SERVICES OF A TESTING COMPANY TO TEST ALL AREAS. D. Perform excavation and rough grading of road.
0 0_< / 1 1 _~I SLOPE _ J o°oo ~ ~ . _h ~ 3 Ibs. PER 1,000 sq. ft. ~GRp,$$ 1 Tbs. PER 1,000 sq. ft. E. Perform finish grading of rood.
o° w w I I-1 o J \ ,~I o ~ W OATS RYEGRASS 1 Ib./1/2 Ib. PER 1,000 sq. ft. F. Immediately grass areas not be paved. 6. CONTRACTOR SHALL PROTECT ALL TREES THAT ARE TO REMAIN
i\~ IIII- / 1 000 s . ft. G. Immediately place stone on roadways. Pave as OATS LEAPEDEZA 1 Ib./1/2 Ib. PER q AS MARKED IN THE FlELD BY OWNERS REPRESENTATIVE. / soon as possble.
oo ~ o00 - - - / i X ~ oo ' ~ - - =1111= -1111-1111 H. Repair and regrass all eroded areas. Maintain all ~AY THRU AUGUS 1 00 s ft. disturbed arose until the are stabilized.
< 000 I I I I- I1 I I 1111=1111 GRADE LNE - $ i Ibs. PER ,0 q y 7. THE GRADING CONTRACTOR SHALL PROOF-ROLL THE CONSTRUCTION SUDANGRAS I. Remove any temporary sediment basins and grass after AREA W11H HEAVY-PNEUMATIC EQUIPMENT. ALL SOFT SPOTS SHALL BROWNTOP MILLET 1 Ibs. PER 1,000 sq. ft. site is stabilized, infected, and approved. BE UNDERCUT AND RECOMPACTED .WITH SUITABIF STRUCTURAL FlLL
-1111 ~ -1111 ' -1111 -1111 FRONT VIEW , d Remove silt fence and stone check dams after entire MATERIAL AS DIRECTED BY THE OWNER'S TESTING COMPANY.
SFpT THRU NOVEMBER site Is stabilized. ~ 3 Ibs. PER 1,000 sq. ft. 8. THIS CONTRACTOR SHALL SHORE TRENCH EXCAVATION AND USE PIPE
DETAIL OF SILT FENCE RYEGRASS 1 Ibs. PER 1,000 sq. ft. BOX TO COMPLY WITH ALL OSHA SAFETY REGULATIONS. IT IS THE
(N.T.S.) RYE-RYEGRASS 1-1/2 Ib./1 /2 Ib. PER 1,000 sq. ft. CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE JOB SITE T SAFETY AND COMPLY WITH ALL SAFETY REWIRDAENTS. THE
NOTES: ALL SEEDS SHALL HAVE BEEN TESTED NOT MORE THAN 6 ,EROSION CONTROL NO ES CONTRACTOR IS RESPONSIBLE FOR HIS MEANS AND METHODS OF
ELEVATION ~ISTAl1 SILT FENCE BffoRE CONSTRUCTION IS BEGUN. PLAN VIEW 2 CONSTRUCT SILT FENCE As ABOVE OR USE PRffABRICATED MONTHS PRIOR TO THE DATE OF SEEDING. CONSTRUC110N.
SILT FENCE (METROMONT 24-100X) OR APPROVED EQUAL. ED UNIFORMLY BY HAND, 1, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED g• qLL NEW ELEVATIONS SHOWN ARE FlNISH GRADE ELEVATION. THE CONTRRACTOR SHALL APPLY SE
WASHED STONE (3/4' TO 1-, /2' SIZE) 5'-0" MIN. 6• aA. RIP-RAP ER DRILL CULTiPACKER SEEDER, HYDRAULICALLY. ~ EVERY SEVEN CALENDAR DAYS OR AFTER EACH RAIN OCCURRENCE GRADING CONTRACTOR SHALL DEDUCT THE FOLLOWING FOR CYCLONE SEED ~ THAT EXCEEDS 1/2 INCH (0.5"). DAMAGED OR INEFFECTIVE SUBGRADE ELEVATION: TURF AREA - 4"; PAVEMENT -SEE OWNEf
A SURREY MIXTURE OF WATER, FERTILIZER, SEED AND CELLULOSE DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY BEFORE
l (SURGE STONE) i T ON THIS PROJECT. RASS IS ESTABLISHED, AFTER GRASS IS ESTABLISHED, AS 10. THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION THAT FlBER MULCH IS ACCEP ABLE G INTERFERE WITH NEW CONSTRUCTION. REMOVE DEBRIS FROM SITE REQUIRED TO MAINTAIN A MINIMUM OF 75~ OF REQUIRED VOLUME. OR BURN IN ACCORDANCE YMTH LOCAL LAWS. THE CONTRACTOR
v / ~ z 3. MULCHING - IN ORDER TO REDUCE DAMAGE FROM WATER THE SEDIMENT TRAPS 4MLL BE CLEANED OUT WHEN SEDIMENT SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY BURNING
/ 2 ~ _ RUN-OFF AND IMPROVE MOISTURE CONDfTiONS FOR SEEDINGS, REACHES HALF THE DESIGN DEPTH. PERMITS. PROTECT ALL TREES THAT ARE TO REMAIN. A MULCH MATERIAL SHALL BE FURNISHED WHEN TEMPOPRARY
• 0 CU. FT. PER ACRE VOLUME WASHED STONE 6' DIA. RIP RAP !~~,A\/ \\i ,so , o _ (suRC~ sTOnE) \ UNLESS NOTED OTHERWISE ON PLAN I (3/4' TO 1 1/2' SIZE) SEEDING IS TO BE DONE. ACCEPTABLE MATERIALS ARE: 2. ON ANY PORTION OF THE SITE WHERE CONSTRUCTION HAS 11. TOPSOIL SHALL BE STRIPPED TO A DEPTH AS REWIRED AND
FLOW a TEMPORARILY OR PERMANENTLY CEASED, ALL DISTURBED AREAS STOCKPILED AS DIRECTED BY 7HE OWNER'S REPRESENTATIVE. A. DRY UNCHOPED UNWEATHERED SMALL GRAIN STRAW OR HAY
~ /\j\ \ , f ~ l ~ ~ I/ \~1 , SHALL BE STABILIZED 1MlLi GRASSING, AS SOON A PRACTICAL, BUT SILT FENCE WILL BE INSTALLED ON ALL DOWNSLOPE SIDES FREE OF SEEDS OF COMPETING PLANTS 1-2 TONS PER ACRE. XCEEDING FOURTEEN 14 DAYS AF1ER WORK HAS CEASED. OF THE TOPSOIL STOCKPILES. NOTE ( )
L_ N B. WOOD FlBER (EXCELSIOR) THER CONTROL DEVICES, AS MAY BE PACTiON IS TO BE PER THE OWNER'S TESTING COI+IPANYS
1 \ FLOW SEDIMENT TRAP / 3. PROVIDE SILT FENCE AND/OR 0 12. 1HE COM UIRED TO CONTROL SOIL EROSION DURING U1ILITY RECOMMENDATIONS.
ll!~\!~ Il., 111 ~.1~,. NOTE: LENGTH AS REO'D IN FlE1D C. WOOD CELLULOSE FlBER - 500 lbs. /ACRE WiTH STRAW REO I ACRE WITHOUT STRAW CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED A FlLL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE 1,000 bs / 13. LL
STONE BERM TO BE REMOVED TO KEY INTO SIDE SLOPES ` ~ I/ \ 1 \ OF DITCH V~ V r!V A`J~ ~ V~ \ o BY GRADING OONTRACTOR AFTER /I// \~~1 - 1.~~!\ .I AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY TESTiNG COMPANY AND SHALL BE FREE OF ROOTS, ORGANICS AND
GRASSING IS ESTABUSHEO. ~i•. L D. JUTE MALTING INSTALLATION. BOULDERS LARGER THAN 1 CUBIC F00T. FlLL SHALL BE PLACED IN 8" LIFTS AND COMPACTED AS SPECIFlED.
sEDIMENT TRAP ~ / ~ 4. PERMANENT COVER 4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
NOTE: LENGTH AS REQ'D IN FlELD STONE BERM TO BE REMOVED TO KEY INTO SIDE SLOPES FlEID DURING ALL PHASES OF CONSTRUC110N UN11L THE COMPLETION OF 14. ALL EXISTING SLOPES STEEPER THAN 4:1 THAT ShtLL RECEIVE FlLL DES CONTRACTOR SHALL FURNISH AND APPLY 80 Ibs/1,000 S.F. ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE SHALL BE PLOWED AND SCARIFlED SO NEW FlLL MALL BOND MATH
INTO BY GRADNG C~•AF~R aF DITCH OF GROUND AGRICULTURAL UME (1.6 TONS PER ACRE), 10 Ibs BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE EXISTING SURFACE.
NOTE: TEMPORARY SEDIMENT TRAPS SHALL BE CONVERTED cRASSNc /1,000 S.F. OF KENTUCKEY 31 TALL FESCUE (420 lbs. PER ACRE) REQUIRED DURING CONSTRUCTION, AS MAY BE REQUIRED TO CONTROL 15. 1HE GRADING CONTRACTOR SHALL CONFORM TO ELEVATIONS AND IN 1TiE MANNER DESCRIBED ABOVE iN PART'S 1, 2 AND 3. EROSION. ALL TEMPORARY DEVICES SHALL BE REMOVED AT THE DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10
LEVEL SPREADER GRAVEL FlLTERS ONCE SITE IS STABILIZED ECTION THRU STONE CHECK DAM / TYPICAL S COMPLETION OF CONSTRUCTION. FEET.
REFER TO DETAIL AND SITE PLAN (N.r.s.) 110NS TO MINIMIZE 16. ALL ROADS AND PARKING LOTS SHALL HAVE A ItINIMUM 5'-0' WIDE
5. THE CONTRACTOR MUST TAKE NECESSARY AC GRASSED SHOULDt~ 1RACKING OF MUD ONTO PAVED ROADWAYS FROM CONSTRUCTION
» C~, AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM 17. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III,
RARY SEDIMENT TRAP TYPE A B & U STONE CHECK TEMPO PAVEMENT, AS MAY BE REQUIRED. UNLESS NOTED ON DRAWINGS AND SHALL CONFORM TO STALE SPECIFlCAl10NS. JOINTS SHALL BE TONGUE AND GROOVE WITH
TYPICAL SECTION THR (N.T.S.) Q 6. THE UTILITY CONTRACTOR SHALL PROVIDE A TEMPORARY STONE MASTIC JOINT MATERIAL
SPLASH PAD OR OTTHER EROSION PROlEC110N DEVICES AT ALL 18. ALL CORRUGATED STEEL PIPE SHALL BE TYPE 2, ALUMINIZED STEEL FlRE HYDRANTS AND OTHER POINTS OF DISCHARGE DURING 1ES11NG plpE, MEETING AASHTO M-274, 16 GAUGE FOR S[ZES 24' AND
RIP RAP WITH P RAP WITH OF A WATER DISTRIBU110N SYSTEM. T SMALLER AND 14 GAUGE FOR SIZES 30" AND LARGER. ALL
PIPE 0 0 0 0 0 0 0 FILTER CLDT 000 0000 0 LTER CLD CONNECTIONS SHALL BE HUGGER BAND WITH 0-RING GASKETS.
0 0000 000 0000 Op00 7. GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEDIMENT BAND WITH 0-RING GASKET'S. CONTROL MEASURES (IMPLcMENTATION AND MAINTENANCE). GENERAL
0 000 0000 3 0 o tY MIN. CONTRACTOR SHALL HAVE SUPERVISORY RESPONSIBILITIES OVER 19. ALL U1ILITY TRENCHES SHALL BE THOROUGHLY COMPACTED TO
FLOW " M 00 0000 00 0000 OOOp o GRADING CONTRACTOR. PREVENT SETTLEMENT AND DAMAGE TO FUTURE PAVEMENT AND o S1RUC111RES.
0000 0000 00 0000 0 GRATE 8. ALL RIP-RAP SHALL BE DUMPED RIP-RAP IN ACCORDANCE WITH ~ ASPHALT PAVEMENT SHALL BE CONSTRUCTED ON A PREPARED AND
0 0000 000 0 SOUTH CAROLINA STATE HIGHWAY DEPARTMENT STANDARD WELL_DRAINED SUBGRADE COMPACTED AS SPECFlED. ALL PAVING ~ SPECIFlCATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION.
HEADWALL OR WORK (MATERIALS AND CONSTRUCTION) SHALL COMPLY WITH STATE PIECES SHALL BE NO LARGER THAN 24 INCHES. sPEgFlCAnONS. owNER Is RESPONSIBLE FOR PAVEMENT oESICN.
FLARED END SECTION SECTION A-~ SECTION A-A s~T
a L 9. ALL SLOPES 1HAT ARE 2:1 OR STEEPER AND OVER EIGHT (8} 21. ALL AREAS NOT COVERED BY BUILDINGS AND PAVEMENT SHALL VERTICAL FEET SHALL BE STABILIZED MATH EROSION CONTROL RECEIVE TOPSOIL AND BE IMMEDIATELY GRASSED IN ACCORDANCE WI;~
FABRIC (JUTE MATTING OR EQUAL) IN ACCORDANCE WITH THE SOUTH SPECIFlCA110NS.
15 INCH PIPE- L= 5 FEET AND W=6.5 FEET, d~ =0.3, MAX. FLOW=4 CFS, VOLUME=1 C.Y. ~1 C.Y. CAROLINA STATE HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS ~ THE SEQUENCE OF WORK SHALL CONFORM TO 1HE EROSION CONTROL
- AND W=9.5 FEET, =0.3, MAX FLOW=9.5 CFS, VOLUME=1.5 C.Y. 18 INCH PIPE- L- 8 FEET deo '=1 C.Y. ICAL SILT DAM FOR CATCH BASIN FOR HIGHWAY CONSTRUCTION, LATEST EDITION. ALL SLOPES ARE NARRATIVE. .5 TYP _ (N.T.S) TO BE MAINTAINED UNTIL A HEALTHY STAND OF GRASS IS E-2.5 C.Y.
24 INCH PIPE- L= 12 FEET AND W=9.5 FEET, d~ =0.4, MAX FLOW=20 CFS, VOLUME=2.5 C.Y. ESTABLISHED. 23. THE SEDIMENT CONTROL DURING CONSIRUC110N SHALL COMPLY WITH tE=38 C.Y. ALL LOCAL CODES AND REGULATIONS. AFTER ALL SITEWORK IS COMP* ~
36 INCH PIPE- L= 29 FEET AND W=32 FEET, d~ =0.85, MAX FLOW=88 CFS, VOLUME=38 C.Y. E=35 C.Y. 10. GRASSING SHALL BEGIN AS SOON AS GRADING IS COMPLETED. AND GRASSING ESTABLISHED, 7HE GRADING CONTRACTOR SHALL FlLL
48 INCH PIPE- L= 26 FEET AND W=30 FEET, d~ =1.2, MAX FLOW=112 CFS, VOLUME=35 C.Y. TEMPORARY GRASSING MAY BE REQUIRED SHOULD EMBANKMENTS BE IN THE TEMPORARY SEDIMENT PONDS AND GRASS IMMEDIATELY.
RIP RAP PLAN UNDER CONSTRUCTION FOR EXTENDED PERIODS. 24. THE CONTRACTOR SHALL NO11FY THE OWNER'S REPRESENTATIVE WHEN
N.T.S. 11. FAILURE TO COMPLETE AND MAINTAIN ALL EROSION CONTROL INSTRUCTIONS FROM REGULATORY AGENCIES ARE RECEIVED AND
T N THE ISSUANCE OF A STOP WORK ORDER COMPLY WiTH INSTRUCTIONS AS DIRECTED BY TFIE OWNER'S MEASURES WILL RESUL I REPRESENTATIVE. UN11L SUCH ITEMS ARE INSTALLED.
25. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE
12. ALL EXCAVATED MATERIALS TO BE USED ON SITE. ALL DEMOLISHED CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO THE
MATERIALS AND WAS1E MATERIAL TO BE 1RUCKED OFF SIZE. ENGINEER ANY INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL TAKE FlELD MEASUREMENTS TO VERIFY 1HAT ALL
13. THE CONTRACTOR IS RESPONSIBLE fOR OBTAINING ALL PERMITS LOCATIONS ARE CORRECT PRIOR TO COMMENCING CONSTRUCTION.
REQUIRED FOR HIS BORROW AREA. 26. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY UT1U11ES
plpE OR IN ANY PUBLIC RIGHT-OF-WAYS UNTiL HE HAS OBTAINED COPIES: Y-o' 6' CLEARANCE OF ALL NECESSARY ENCROACHMENT AND CONST14t1C110N PERMIT'S.
TOP OF SLOPE BERM d- s' aEARANCE
6" COVER MIN. 27. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR R£10CAl1NG ANY EXISTING UTILITIES NECESARY FOR SITE CONSTRUCTION INCLUDING
OUTLET BOTTOM X ALL PERMITS AND FEES.
SLOPE DRAIN PIPE CMP OR CPP Q 28. THIS CONTRACTOR SHALL VERIFY BENCH MARK LOCATION AND
10' ,M®TH ff SP91W! to' wATH OF SP91wAY 8' THICK ELEVATION WITH SURVEYOR BEFORE BEGINNING C~JSTRUCTION. CONCRETE
PROVIDE OUTLET PROTECTION TOp OF p6~ EL 221500' 29. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EASEMENT'S
1111=1111=1 _ 3 EMERGETICY SPLIWA GRASSED 3 1111=u11=1111 ON THE SITE BEFORE PROCEEDING WITH CONSTRUC110N. -E1IERGENCY SPIIWAY tf - -
FASTEN TO SLOPE WITH I=~~ STAKES OR REBAR AS o Q' 221380 EL 221180 _ ~ AND PROFlLES PAVEMENT DESIGN, AND ENCROACHMENT" °o ~I 30. ROAD PLANS .
REQUIRED - o°o 7(II- op0p0o 000 000 000000000 - 5' s s1Dr~ 1 Row /4 guts PERMi1S BY THE OWNER. 0 0 0 00 0° o0 00 _IIiT-
IIII~II =IIll~llll_IIl1-1111-Iill_III' o° p0 ° pO ° ° ° - _IIII_IIl1-1111-1111_1111=1111= =1111
PLAN VIEW -
TEMPORARY SLOPE DRAIN AR `nnulnnmmnuirrJi ANTISEEP COLE 111,,,,/// J EMERGENCY SPILLWAY N BAR
SECTION THRU EMERGE( (N.T.S) (N.LS)
USE AS NECESSARY TO PROTECT SLOPES. ~ ~/q
,di, a6, .SEE PLAN FOR : Q ~
III-1111= t ~ vaRlES LENCn1 ~ w+DTH of POND = SEAL = o = 023412
RIP-RAP = ,.p' 'app pF q~ : .g p .3
(40/ - 150#) OUTLET PER D.O.T. EL 2215.00 4 BARS w~Etn~i ~ ~ a' ~y'•,F cam.: ~
2'x 2' WOOD STAKE PIPE STD. SPECS. EMERGENCY _ oPE?tlNCS ~ • NGINE~ • ~ cY - - =111_ ERG'tTl = 111=1111=1111_ ~p TOP BANK //iJ ~ ~
2 PER BALE '~I~' 'U, SPILLWAY _ EL 221380 cp0o_< ILLWAY 3 _ 1/qJ qM H, D p~~ o~oo°°a.~oo~~°aoa"onp0no EL22110D .All=1111_ ///!!1!!!11llIIIIItn114U~\\ ~
1'-0° (MIN.) ' co I I II ~ I III = - Flll SLOPE GRASSED 3'-0" MIN. ~ -IIII~ 3 =1111 =_1111=1111e =1111= 1 3 .1'w?N'~ - _ -IIII ANTI-SEEP couAR IIII . _
IN ACCORDANCE WITH 1 I I 1 3-=1111 SPECiFlCAl10NS ~ ` 2 1 - _IIr= - DETAIL = BOl'T011 t = _ III - 1~E ~ - _ EL 2211.0 (SEE PLAN) _
~ dQ O ~N~ ~ 111 2 GEOTEXTILE FABRIC HEADWALL _=IH1 - =1111 - _ - _ _ _ - - SLDPE POND _ =101 _ _ _ BoTTON -
~ i ~ I Iil ~ 1111= I III =1111 ~ MARIFl, su-Pac, _ _ - SL l~ l l La OR EQUAL _ _ te' ~'P' _ - - I1u=11u =fill=lAl _ DATE
- ~ ~ I I ~ HAVING ATHICKNESS - - - iv p~~ 0 - - - " , t2' aA. oPoF1cE 7 2 02 N 1 • •
1111- `~N lly ~ (UNDISTURBED) ~ - l OF 20-40 MILS AND A / _ = 1 EXISTING GROUND TRENGTH OF 10 C.YJ aunET sTRUCTU+E MISCELLANEOUS DETAILS XKX 10. 4' x 4' CONC. BPoCK p SCALE
1111 = GRAB S - 111= I I , „-111 I -111 90-120 POUNDS. RP-RAP KEY WAY TD BE FILLED WAY TD BE FILLED OR PRECAST Y.H. ~ AS NOTED NATERIAL w/e' cats BoTTDY o
1 0 ~ - - SECTION VIEW - ~TE~ APPR~ BY SO[LS ENGitEER--- SILT TRAP ~ I -I ~ - 1111 - \ OILS M T C 0 VE IFFS WALNU CL ~ DRAWN 13Y
SECTION THRU DETENTION POND o GLY SE DESIGN
NOTE: REMOVE SILT As REQUIRED IN FlELD. RIP-RAP STILLING DETAIL GOLF COUR (N.TS.) ~ CHECKED 13Y
2MAINTAIN HAY EIAI.ES UN11L GRASS IS ESTABLISHED. {N.T.S.) 0 J
HAY BALE DETAIL a.
8/ WATER QUALITY PROJECT N0.
kN.1.5.) N B f30 whu NORTH CAROLINA 20001 / BUNCOMBE CO.
0- 1 SHEET NO. wo 696z
0 8 ISSUED FOR REVIEW AND APPROVAL.
0 / WHD A 26 301 Beaverdam Rd. D-1
THIS SERV THIS DRAWING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF Z o W /0 Travelers Rest. SC 29690 SERVICE AND THE PROPERTY OF THE CLIFFS COMMUNITIES -1120
AND A NT BE USED OR REPRODUCED IN ANY WAY OTHER THAN REVISION PHONE: (864) 836 F AND SH LL 0 NO. DATE BY SHEET 0
AUTI I AUTHORIZED BY THE CUFFS COMMUNITIES IN WRITING. COMMUNITIES

BREAK OFF GRt OR BELL END BREAK OFF GROOVE ~ OR BELL END o ~
I I e. ~ I I N e 0 ~
EAM END OF IIII -IIII - I e INLET COVER & FRAME
STEEL FENCE POSTS PSTR III =IIII .STORM DRAINAGE ~P-RAP -I _ (+W - t~ ~ . ~ C n BUNTER MACHINE CO. U 2 ao MF-1342 do MC-1342 OR 2 ~ NEENAH R 6050 OR
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I.II I I ~ p~QQ e PIPE BARREL ~~~i ~ _ /4 R®AR II_l z ~ 'a ~
~I I IIII = _ GEOTEXTILE FABRK: III HARDWARE aoTH I IN ~ IIII ~ III -:IIII _ ?IAR.,, su-PAC, _ _ _ _ _ _ _ - - I ,III-
SEE DITCH DIMENSION ~ EgUAI ROULADE[ HANNG A THIGCNESS 'L I ROUNDED ENTRANCE /j ~ 0~~77~_ o o - QQ"Cl QQOQ II iV Oo
OF 20-0 MLS AHD A DOWNSTREAM F CRAB STRENGTH ~ PROVIDE ROUNI DOWNSTREAM HEADWALL AS SHOWN, a OQ ~
90-120 POUNDS PROVIDE ROUNDED ENTRANCE FOR o UPSTREAM HEADWALL ~ Q O ~ ~
RIP-RAP DITCH DETAIL PLAN UPSTREAM HEA 2~ 1 2~ B ~ 1J
(STS) T I- iv ti
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~ -11ir f =1111 8" WASHED STONE ° =1{II=1111 (SURGE STONE)
~ , . uu= I ~ IIII_ ~ (3/4 TO 1-i/2• SIZE) n 8"~ TOP OF BRICK TO MATCH 'L - ~AT12•BW
STEEL FENCE POSTS ~ t ~ t - 1 DITCH BOTTOMS I I 1 --I 8'f-
_ cEahxt~ FABPoC sWl E 8' I I ll -IIII aTa auEitsats=IIII . ~N ~ ~ ~ 1 r• i ° COPOLYMER POLYPROPYLENE PLASRC ',i
ELEVATION SE SECTION N w STEPS, RE]NfaRCED MATH 1/2" GRnnE I FLOW ~ 6D STEEL RQNFORCEMENT, 15. O.C.
1/3 PIPE FABRIC LINED DITCH DETAIL SLOPE: i.OX MINIMUM; 8.OR MAXIMUM 6" VARIES 6" 8" BRICK WALL (0"-10'-07
A~,O DIAMETER (e.ts) ~Ke" , ~ , ` ~ y~ mil MIN. PIPE DIA. MIN. 12• BRICK WALL (BELOW . ~Jl~ N ~ \~~\\~1\ ° 10'-0• DEEP), OR MIN. OF
0~ ALL SLOPES SLOPE 1 1/2:1 SLOPE . ~:1 SLOPE 2:1 SLOPE 3.1 /~~1~/~~~\/1 ' o ~ •~\l~ TINDALL PRODUCT K0484R L_ 1 ~ ~J/ OR APPROVED EQUAL.
• ~ • WASHED STONE FlLTER A B A B SEDIMENT TRAP \ ~ / / ~ GROUTED INVERT ll~~~\/~~h~ I~~\~11~,1i~\~ v LOPED ®1" IN 12"
• ACROSS PIPE INLET Tl N IF FI C N ITT N RE I FA I D H R C A B A • INSTRUC NOTE: LENGTH AS REQ'D IN FlELD M S
• • ~ 1. APPLY LIME, FERTILIZER AND SEED ~E96E LAYING THE NET OR MAT. IF OPEN-WEAVE • • • • • • NETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTAWNG THE NET AND FERTILIZER 12'-24' 3'-3' 3 5 7-7' 6'-11' 3'-9' B'-4' B'-4' S'-0• 11'-3" 7-6• 1l STONE BERM TO BE REMOVED TO KEY INTO SIDE SLOPES BY GRADING CONTRACTOR AFTER OF DITCH ~ ° , o
AND SEED SPRAYED ON AFTERWARD. 27' 3'-8" 4" 2'-11' 7-9' 4'-2' 9'-3' 9'-3 5-6• 12-6• 8'-3• GRASSNG IS ESTABLISHED. ~ # 4 AT 12• E.W.
I I 2 START LA11NG THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN SOIL BUT WITHOUT WRINKLES-DO 30' 3'-9" 4 1 3'-3' 8'-8' 4'-8' 10'-2' I ' 10'-2• 6'-0" 13'-8• 9'-0• 4' 8' 2'-8" MIN. B" 4" 4,-0,
HARDWARE GOTH ~ THE CRADE. ALLOW NETTING TO LAY LOOSELY ON THE NOT STRETCH. 36' 4'-3' S 1 3'-11' 10'-1' S'-3' 12'-0' 12'-0' r-a 16~-'~ 10~-6. ECTION THRU STONE CHECK DAM FOR DITCHES . TYP I C A L S 4'-6• SC.D.O.T. - CB N0.4-MH
3. TD SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 8' DEEP, 42' 4'-9' 6 3/8" 4'-T 11'-8" 6'-0' 13'-10' i I' 13'-10' 8'-0• 18'-8' 12 -0 - (N.T.S.) SECTION
COVER WITH SOIL, AND TAMP FlRMLY. STAPLE THE NET EVERY 12' ACROSS DTO~ BD ~ 5_3' 8 1/2' S-1` 12'-11' 6'-9' 15'-8' G E INLET PROTECTION ~Y r AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS of NET ARE I' 15'-6' 9'-0• 20'-8" 13' S'
R AR Y STORM D R A I N A p sraP~o TOGETHER, EACH STRIP OF TEMP 0 THE ADJACENT EDGES SHOULD aE OVERLAPPED 3 AN EVERY 3'. DO ~QI STRETCH THE NET 54 5'-9` 6 3/4 5-8' 14'-4' 7-8' 17-3' 1 I• 17-~• 10'-0• 23'-0• 1s'-o'
N G CONSTRUCTION NET'IBIG SHOULD ALSO eE srAPLID DOWN THE CENTER, D U R WHEN APPLYING STAPLES. 80' B'-3" 7' e'-2' 15'-9' 8'-3' ts'-11' 1 ~ ,6'-„• ,r-o• 2s-r ,6'-6• TYPE "A" CATCH BASIN
N.T.S. T= 8' FOR DOWNSTREAM HEADWALLS; T= (R+8' FOR UPSTREAM HEADWALL 4. TO JOIN 2 STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVETtLAP~OT. EAM HEADWALL (N.T.S)
END OF THE PREVIOUS ROLL 18', AND STAPLE EVERY 12' JUST BELOW THE ANCHOR
STRUCTION. MAINTAIN STABAJTY DURING CONSTRUCTION. 1 5. GRASS IMMEDIATELY AFTER CON REINFORCED CONCRETE HEAD WALL TE HEAD COPOLYMER POLYPROPYLENE PLASTIC
(N.T.s.) STEPS,R~NFORCFD IMTH 1/2" GRADE
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O O AUERNAIE FOR CONC.
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a v• lio ~ 4 v a N MIN. OF RNDALL PRODUCT
PLAN -x x w K03446 OR APPROVED EQUAL w c ~ ~ ROUNDED
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3000 P.S.I. 3000 P.SI. CONCRETE
YPICAL SECTION T
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SERVICE AND THE PROPERTY OF THE CLIFFS COMMUNITIES 83
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A ~ ~ / A i/ / ~ I ~ ~ 2 \ ~ ~ ®P ACTT E GR EN ~ / ~ ~ `38 ~ / ~ ~ i MIN.
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/ ~ ~ / ~~h ~ ~ ~ ~ \ ~ PROJECT N0. Z 9 STORM DRAIN ADDITION
, B WHD _,,.,,,,,,,~r NnRTH CAROLINA 20001
( IN FEE', ) -702 auNwMlJt VV. -CL
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DRAI\ NAG ARE 16,31 FS: I / - - - - - _ 22.5 CFS 0 6 ISSUED FOR REVIEW AND APPROVAL. 0 A / WHD . 301 Beaverdam Rd.
\ \ 86 CF / x ~ T F VOL ~ ~ \ ASSOCIATED CAD FILES ARE AN INSTRUMENT OF z o /02 Travelers Rest SC 296
A - - - _ THIS DRAWING / / A - 0 A V A SERVICE AND THIS DRAWN NO. G AND 90 SERVICE SHALL AND NOT THE BE PROPERTY OF THE CLIFFS COMMUNITIES w PHONE: [phone]
AND SHALL AND Cv- USED OR REPRODUCED IN ANY WAY OTHER THAN -i NO. DATE BY REVISION SHEET OF ~ COMMUNITIES
2 \ ' AUTHORIZED E AUTHORIZED BY THE CLFFS COMMUNITIES IN WRITING.

I ~ ~ ~ ~ i ~ NOTE: OWNHILL SLOPES
\ ~ ~ l 1 CONTRACTOR TO INSTALL SILT FENCE ON D ms,~,u.e / ~ OPERTY LINES AS NEEDED TO CONTROL 2s
m ~ o ~ ~ ~ / ~ aza \ AND ADJACENT PR c ~ ~ ~ SEDIMENT RUN-OFF.
1 ~ i ~ ~ ~ ~ / o / ~ ~ ~ h \ I ~ ~ ~ ~ psi ~ ~ ~ FOR CLARITY.
5 0 ~ 2zao~- z ~ ~ ~ ~ A ~ Z , ~ ~ A ~ e ~ ~ ~ SEDIMENT TRAPS ARE SHOWN ENLARGED \ ~ / ~ 2' IN THE TED WITH
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i; ~ ~ ~ ~ ~ v' c' I 7 \ ~ ~ , ~ ~ ~ 2 V ~ N 1 1 N~ ~ f ; Q m ~ 2~ TS 6/10/02 4 WATER QUALITY COMMEN
\ ~ N 1 ~ . D ~ - EROSION CONTROL PLAN ~ ~ ~ti E 0 WHD - SCALE
~ n a I ilk ~ ~ ~ ~ ~ 06 ~ ~ i x ~ ~ ~ ~ rn ~ 22 ~ \ ,i,~ #~j~' it ~ ~ ~ ~ o ~ a w ~2 ~ / M / ~ V 0 03 AS NOTED
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~ ~ I / V / ~ 1 ~ v ~ r, \ \ i ~ ~ ~ ~ ~1 1 \ 1 , ~ /02 a ~ ~ ~ PROJECT N0.
~ ~ i ~ i ~ ~ r I ~ ~ 1. i • ~ ~ ~ I 2 I N 1 i A l ~ i ~ o ~ ~ ~o ~ w ' 9 STORM DRAIN ADDITION N ~ z RTH CAROLINA 20001
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i v ~«POE'Q ED FOR REVIEW AND APPROVAL. Jrr~ 3 0 0 A / 6 WHD ISSU 01 Beaverdam Rd. • Travelers Rest S29690 _
CV -1 1 FOR CONTINUATION ~
THIS DRAWING AND ASSOCIA' SERVICE AND THE PROPERT7 z ' G AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF /02 CLIFFS COMMUNITIES PHONE: [phone] of SHEET THE PROPERTY OF THE 1 WAY OTHER THAN REVISION
AND SHALL NOT BE USED 0 NOT BE USED OR REPRODUCED IN ANY NO. DATE BY REVI COMMUNITIES
AUTHORIZED BY THE CLIFFS BY THE CLIFFS COMMUNITIES IN WRITING.

~ \ ~ - N ~
~ / ~ I ~ ' 4 ~ \ 1` ACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES ro,s~n 1. CONTR
~ \ \ ~ \ - - / ADJACENT PROPERTY LINES AS NEEDED TO CONTROL ss \ AND
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~ ~ ~ ~ ~ N N ~ ~ ~ \ ~ ~ 8-13A 8.13 CB TO CB 18 129 1 18"
W ~ ~ N ~ j ~ 2237. ~ Q ~ N ~ ~ ---2275 X \ \ ~ ~ ~ ~ 8-13 8-14 CB TO CB 1 B 87 1 18"
N tJ I i ~ ~ \ ~ ~ ~ ~ ~ ~ N ~ ~ ~ > ~ ~ 2 \ ~ ~ ~ \ ~ ~ ~ 8-14 3-9 CB TO CB 18 114 1 18
rn 7 ~ ~ z~, a~ 2 / ~ ~ ~ ~ ~ v / \ ~ ~ 3-9A 3-9 C8 TO CB 18 112 1 18
~ ~ ~ 0 ~ 3-9 3.1C CB TO OUTLET 18 173 1 18"
N 6 i i ~ \ ~ \ ~ ~ 3-10 IRRIGATION
o ~ ~ ~ ~ ~b ~ ~A~ ~ J / J ~
~ ~ !i ~ ~ ~ ~ ^4 V 6 ~ 3-11 IRRIGATION
v' ~ ~ ~ ti ~ ~ ~ \ ~ ~ ~ ~ ~ I ~ ~ ~ 6 ~ ~ r' I Q r' ~ ~ ~ 224 3 ~ ? ~ \ ~ x
~ ~ \ ~S` ~ ~ \ N \ o ~ ~ L ~ / / 2240 ~ ~ \ , ~ ~ \ 222 8-11 8-9 CB TO C8 18 106 1 18"
~ ~ a ~ s ~ 3 ~ ~ 8-8 $-9 CB TO CB 18 140 1 18"
V'~ 8-8A 8-~ CB TO CB 24 216 3 24"
N N N ~ 0 5 ~ i ~ ~ N ~ ~ ~ ~ ~ J 22 ~ ~ i 2240 ~ 8-9 8-10 CB TO OUTLET 24 183 3 18"
N ~ ~j i ~ ~ i 'l ~ ~ ~ ~ ~ ~ ~ ~ 2 ~ ~I ~ \ 8.10 POND 8-10
RA ~ ~ ? / ~ ~ : ~ ~ ~ ~ / / ~ ~ ~ ~ s ~
N ~ / ~ N N o ~ / A N 2~ \ ? ~ / ~ ~ ~ / ~ ~ 8-12 TRAP TYPE "A"
N 2 ~ / ~ ~ N ~ o ~ ~2 ~ 224 / ~ ti~ \ / ~ 2
~ ~ / ~ / ~ x ?44.5 ~q)_~ ~ 2 N i ~ ~ \ ~ ~ 8-5 8.6 END TO C8 24 1I4 2
~ ~ W i ~ o ~ / N I 1 ~ N \ \ \ - ~ ~ ~ q `L X 2 ~ 2 CALL BEFORE YOU DIG 8-6 8-7 CB TO OUTLET 24 31 3 18
~ ~ 2~ ~ ~ ~ ~ 2~ ~ ' ~ ~ 248 ~3A A / ~ J Ex LAKE 1-800-632-4949
2244
Q ~ 2 \ ~ ~ > ~ 23 / ~ , ~ ~ 24 24g 8-1 8-2 CB TO CB 18 201 1 18"
r 8 \ ;~0 ~ ~ a ~ ~ 8 ~ ~ s~.s 2 23~ Ni ~ ~ ~ ~ 1 . 8-2A 8-2 CB TO CB 24 285 2 18"
~ 23 / 6 ~ l- ~ ~ ~ ~ ~ X2.58 , 3g ~r , N ~ / 0 i / i ~ ~ N ~ 8-2 8-3 CB TO CB 24 135 2 18"
N V ~ i ~q ~ a • ¦ ~ 2\ ~ 244 8-3 $-4 CB TO OUTLET 24 14 2 18
N ~ N ~ \ / ~i L ~ ~ . rj, ---~2 ~ ~ ~ ~ ~ ~ .2 N ~ ~ ~ ~ ~ b0 ACRES:' ~ - ~ 8-4 EX LAKE
4 ~ 6 0 7 ~ a ~ 0 ; ~ ~ ~ ~ ~ ~ ; ' . ~ ~ 2 ~o
~ ~ ~ w `0~ ~ N ~ ~~6 r N 6 ~ ~ ~ ~ ~ ~ ~~a`' 2238-. 9 N ~ `l~~ 2~ ^3 -~2 ~ 6 2~~ 'f
2 ~s ~ ~ ~ ~ I ~ ~ ~ A 6 2~3
N ~ ~ ~ •r ~ ~ ~ 232
~ ~ ' a ~ ' ~ ~ Fl t Fl~ ~ ~ o~ N ti ti CH ~ A / ti ~ ~ N , / l ECK ~ , GOLF AREA: HOLE NUMQER ~
~ 6 ~ ~ l I ~ ~ 1.01 ACRES N ~ A 2 ~ ~ ~ , .22 ~ ~ ~ ~ . , 7 ~ ~ ~ MIN.
~0 ~ ~ ~ w ~ 0 ~ , , /i T, ~ ~ ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LEND ~ ri SLOPE k INLET SIZE ,
~6 N ~ / ~ i ~ ~,~;4 r: ~ N l ~ / / ~ G. ~ i ~i
/ / ~ " ~ I ~ ' ~ / / ~ Gj ~ 1 - ti ~ ~ i ' ~ 4-1 42 CB TO CB 18 117 1 18"
N X ~ C ~ ~ ~ , ~ ~ , ~ ti N ~ t* [ 2..E ~ ~ V ~ ~ ~ ~ ~ 22 4-2 43 CB TO CB 18 82 1 18"
~ ~ i ~ ~ N ~ ~ 10 ~ 8 ~ ~ / 2234 6 ~ ~ 23 'l 2 22 4-3 44 CB TO OUTLET 18 135 1 18"
UJ / j N / ~ S / ~ i ~ ~ 2220 ~ ~ 44 IRRIGATION
a ~ ~ ~ 22 ~ ~ ~ , ~ 2 22i8 ~
~ ~ - ~ 3 ~ ~s^ o i ~ 9 FlL N ~ \ 4-5 46 CB TO CB 18 101 1 18"
A CH w ~ 1. ACRES, ~ ~ 2~~ 4-6 47 CB TO OUTLET 18 B1 1 18"
22 ~ N ~ ~ ~ ~ x ~ ti 2 0 ~ / 2 ~ N I i i ~ a6 ~ ' ~ ~ ~ w ~~,`~7 ~ i ~ ~ i i ~ Q 222G 2 2 ~ ~ 47 TRAP TYPE "A"
204 ~ N , , ^ ~ ~ ~ ~ V ~ ~ ~ ~ ~ o
~ N ~ / ~ ~ ~ l~ ~ ~ ~ N 22 ~ ~ N ~ ~ ~ ~ - 4-8 4-9 CB TO CB 18 123 1 18"
i SILT FENCE , . / N N , OJ I ~ (p r' N ~ ~ ~ ~ I / ~ o i / E ~ 1 ~ ~ N ~ i ! ~ ~ I ( N ~ 2 ~ 4 4-9 4-10 CB TO CB 18 80 1 18"
~ 1 i I ~ I i,, v ~ ~ i \ I ~ N I • ~ ~ ~ ~ ~ 22 ~ ~ ~ ~ ~ , ! ~ _ 4-10 4-11 CB TO OUTLET 18 50 1 18
44 ~ 2 36 i ' ~ 9.0 61 ~ 23~ ~ ~ I I ~ ~ ~ ti J ~ I ~ I ~ ~ 4-11 TRAP TYPE "A" ~anmi~„~ f~, ~~,;,ttt„ ti ,r
~ ~ y ~ r ~ 223 ~ I ~ ~ ~a 5 : ~ ~ ~ AR ~~~~~4iii
4 ' ~ ~ ¦ r x 2~ 2 j 2 ~ Fl TER ~ ' ; ~ ' 2 3 3 - :.o ••s ~ ~ti 4-12 IRRIGATION TYPE "A" '~;''F~ Slp'•.
2 ~ ~ 6 / ~ Af~ES o ti 1 ~ ti'•9 1 ~2 : Q~ 9~
w i = _ ~ 22j _ SEAL
2222 ~~24 ~ ~ ~ ~ 2 n' ~ n; o ~ ~ N ~ , ~ ~ ~ ti l ~ = 023412
I 18 18 ~ 33' ~ ~ ~ 1 N a 220 6 ~ I ~''•.Fti ~Q~.•'
s ' O 22 c~ ~ ~ R , ~ ~ ' ~ ~ / ~ ~ 22~ ~ + ~ ~ I ~ ~~o fY~E- ~ , ~ 221`` ~ 2s q2 I ~ ~ r ~ ~ I ' ~ ~ ~ CHE .cINE,•~~,,
22 ~ ~ ~ ~ ~ ~ K A ~ p ~ ~ 24 1 ~ ~ ~N ~ ~f~ H. D~ ,
~ ~ t~ I ~ \ ~ ~ / ti ~ 4. ~ 222 ~ ~ / I ~ ~ . = ~ o A~ ~ + 4. ~ ~ "~an;~mnumn„ua~~ 2 ~ ~ ,y?w'3
~ / ti ~ ~ ~1 v i 1' ~ 1 8'
p 21 L ~ ~ ~ ` ~ i l ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ W
~ ~ ~ ~ ~ N ~ ~ 2~3~ - ~ r V ~ ) ~ ~ ~ ~ I r ~ ~ ~ 1 1, ~ ~ i ~ ~ ~ / ~ ~ ~ ~ ~ i ~ SIFT ENE ~ ~ W
v ~ ( i 6 ~ _ 7 ~ O ~ ~ ~ i~ ~ ~ 4 N ~N ~ \
~ \ ~N \ NOTE: z
~ ~ ~ 21. N ~ / ~ ~f ~ ~ 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES GRAPHIC SCALE
~ o ~ I ~ ~r I ~ ~ 222 93 1 236 , ~ ~ , ~ TYPE i ~ FlLTER ~ n ~ !i ~ ~ I ~ ~ ~ AND ADJACENT PR P IN A N T NT 0 ERTY L ES S EEDED 0 CO ROL
ti ~ ~ ,TYPE A ~ CHECK ti ti ~ ~ ~ 1 ~ 'l 222 `l `L ~ 5 ~ ~ ~ S- ~ 2 ~ SEDIMENT RUN-OFF. o so ioo zoo aoo \ --t. _ _
s~~ F~c~-~-~23~ / / 1.13 22 Q ~ - 2. SEDIMENT TRAPS ARE SHOWN ENLARGED FOR CLARITY. ''~~=x.
~ ~ ~ ~ v ~ ~ % ' ~ PUMP ~ ~ ~ i N O ~ _ ALL TRAPS WILL BE CONSTRUCTED tMTHIN THE IN FEET
\ 2 l ~ ~ ~ ~ N ti \1 2 N ~ -•w= ~ ~ ~ 233., ~~5 N ~ z DESIGNATED DI BED ~ ~ 7 - 1 inch = 100 ft.
~ ~A X216 ~ ¦ : ~ ~ ~ti ~ fin, ~ ~ ~ ~ ~ ~ ~ 'y ~ ° x ~ I TYPE b ~ ? _ ~ ~ I F- .SEDIMENT TRAPS SHALL BE CONVERTED INTO
2 ~ / .:r 9, 5.07 ACRES ~ ~ ~ ~ ~ ~ - ~ ~ z LEVEL SPREADER/GRAVEL FILTERS ONCE SITE IS STABILIZED x` ~
DO 202 0~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i .
~ i, roP of or~u = z2oa.c i ~ ~ ? U 4 DATE WATER QUALITY COMMENTS
1 U J ~ i ~ ` ~ I ~ ~ ® i t ' 11 0~ ~ i E 0 WHD 6 10 02 / / / I ~ 0 03
? ~ ~ ~ SCALE ~ ~ D 1 INLET AND PIPE CHANGES
~2194~ 2 F1L1ER ~ , ~ , ,i I ~ ~ i \ r ~ ~ ~ ~ ~ Q ~ g WHD AS NOTED I ~ ~ / ~ C~IEES WALNUT C01IE
~ ~ ~ ~ ~ i i ' ~ SILT FENCE ~ ~ I I ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ b. . LI- 02 ~ DRAWN BY
~ 1 I ~ ~ - ~ ~ 1 FlL~R I , ~ III l s ~ _ + ~ TYPE A CHECK ' FlL~R ° A 1 \~E COURSE DESIGN cwJ C GOLF LAYOUT CHANGE 1 CHECK ~ 0 6 WH D
~ ~ , ~ /02 CHECKED BY
~ I O ~ ~ HO\S 3 4 AND 8 \ ~
~i ~ ~ ~ , TYPE 'B' CHECK ~ O ~ ~ i ~ 2 ACRES ~ f ~ ~ ' ? 9 STORM DRAIN ADDITION 1 a B~jy WHD PROJECT N0.
J: , , ~ ~ ~ ~ I ~ ~ v ~ ~ I ~ TYPE A CHE $l~T FENCE ~ ~ II ~ N /n ni~~inn~~nr nn .ir~r~rii ~.r.ni i.i. nnnn.l
~UL OUINUUMUL UU INVKII'1 G/AKULIINA LUUUI
LAIr\ u*Q ^w POND: ~ IR IGATION\,POND ~ \ _ o A / WHD ISSUED FOR REVIEW AND APPROVAL. J!~ SHEET No.
DRAINAGE' AREA: 29, ACRES THS DRAWNG AND ASSOCIA 26/02 G AND ASSOCIA D CAD LES NIN%Y INSTRUMENT OF O 301 Beaverdam Rd.
A \ I REFER TO DETAIL L FOR OU ET SERVICE ANP THE ROPRTY / i TYPE I, A CK THE PROPERTY OF THE LIFFS NITIES z Travelers Rest SC 29690 - , 5
TYPE ~3' FlLTER \ AND SHALL NOT B USED 01 VOT B USED OR REPRODUCED WAY OTHER THAN NO. DATE BY REVISION PHONE: 4 BY E CUFFS Co MUNITIE IN (86) 836-1120
e AUTHORIZED BY E CUFFS r A R M ~J?F S I A V \ SHEET OF COMMUNITIES

EGL END:
To ,.senuF zs
SEDIMENT TRAP (SEE DETAIL) ~ t Isl
i ~ ~ / ~v ~ ~ ~ ~ \ \ ASIN SEE DETAIL) CATCH B ( o~T p
~ ~ \ ~ ~ ~ i ~ / ~ ~ ~ ~ , - ~ A ~ a \ Q ~ ~
_ i ~otD
\ ~ / \ ~ i\ ~ ~ ~ ~ ~ ~ ~ ~ J RIP-RAP (SEE DETAIL)
USTON i'OND- - ~ ~ / \ ~ ~ V N POND: ~ ~ N ~ g ~ / ~ ` \ TYPE "B" ~ ' \ FLOW PATH ( I ~ THERWISE
~n ~ RAINA AR A: 90. ACRE ~ / ~ ° T ~L FO OUST - ~ UNLESS NOTED 0 ) B:?auNTN+ \ / SITE
R~R TO E ~ / / ~ \ tiro NCE s - SILT FE ao?D ~
~ A ~ ~ ~ ~ A ~ ~ \ ~ _
~ ~ ~ / ~ ~ ` ~ ~ WETLANDS
~ - ~ e ~ ~ - ~
- RIG T OF WAY LINE ~ zs / ~ ~ ~ To se~nTru~uRc
b s ~ ~ /
/ ~ \ 3 n ~ 2236 \ ~ \ ~ ~ \ ~ ~ ~ PROPERTY LINE i LOCATION MAP
~ ~ ~ ~ / \ ~g ITS / ~ ~ - CLEARING LIM
Q ~ / - - / Q / - /
~r- ~ \
- ~ 7 i z~ UMBERS 5 6 AND
44. ~ ' ,2 EA. H~ LE N ~C~LF AR / i r~IN
X ~ ~ ~ ~ ~ / / \ P PIPE SIZE L.EhJGTH SLOPE % INLET SIZE.
2237. ~ / ~ ~ ~ M TO STRUCTURES TYPETRA FRO
x ~ ~ / / \ ~ ~ / 1 1$'
~2 ~ \ / / TO OUTLET 18 61 ~ 6-1 6-2 CB
~ \ \ i \ ~ ~ TRAP TYPE "A" 6-2
~ o ~ i ~ \ / ~ 1 1~~
i ~R~ i~ ~ ~ I _ B TO GB 18 112 ~ 6-3 6 ~ G 18" ~ 18 81 1
I ~ ~ / ~ ~ ~ u 6 ~ / ~ 6.q 6.6 GB TO CB g~ / 18 163 1 1
~ ~ 6 6-6 CB TO CB ~ < 18 132 1 18
~ \ 42 ~ ~ 5 22 ~ ~ ` 6-6 6-7 GB TO OUTLET
ti / ~ 2240 ~ \ ~ V ~ \ 27.4 TRAP TYPE "B" / 6-7
~ / ~ ~ ~ ~ ~ / ~ ~ 18 112 1 24"
\ ~ ~ ~ / ~ ~ 2240 ~ ~ ~ ~ 7-1 I-2 CB TO C8 18'~ ~ 1$ 173 2
~ ~ 7-2 6-9 CB TO CB 1$" 18 111 1
~ ~ ~ ~ ~ ~ A Q ~ ~ ~ ~ 6-8 6-9 CB TO C8 1 24 123 1
i ~ - ~ ~ ~ ~ \ \ ~ \ A ~ \ / 6-9 6-10 CB TO CB 18~ 24 113 1
~ ~ i~~i ~ i 6-1 D 6-12 CB TO GB 1 18 181 1
x ` ~ X 244.5 ~F ~ ~ O ~ 6-11 6-12 CB TO CB 18.. 2 B TO GB 24 174
~ ~ ~ ~ ~ \ 1 ~ ~ ! ~ ~ 6-12 6-14 G 1 1 g' f~ TO CB 1$ 174
~ 6, 22¢8 ~ ~ ~ ~ ~ ~ 2259.4 2 i ~ 6-13 6-14 10$ 2 1$" _15 OB TO OUTLET 24 -
~ N ~2~ ~ 223 2244 2248 ~ x N ~ ~ ~ 4 24 6-14 6
z i ~ ~ ~ • ~ ~ 4s \ I 2 6.15 DETENTION -
~ ~ I Sao ~ 102 1 18" ~ 1 6-17 CB TO GB 18
~ ~ ~ 2238 3 ~ I 22 ~ ~ 9 ~ ? / N ~ ~ ~ l 6-16 58 1 18"
~ N ^ ~ \ \ 2 ~ < ~ X54 ` X44 ~ / ~ 2~ ` ` / ~ -19 CB TO CB 18 6-17 6 111 1 ~8
`1 I ~ ~ 4~ ~ ~2S2 ~ 22 2240 2238 ao, 44 ~ ~4g ~ ~ ~ ' 6-19 CB TO CB 18 ~ ~ 6-1$ g $4 1 18" I g_2p GB TO OUTLET 1
~ I h \ ~ <<4~~~ -2~5 6-19 ~ 6_~ DETENTION
~ 6 ~ / N 2 ~ 22 ~ ~ ~ ~ ~ 2~ / ~ ~ A i ~ 2 ~ 4 ~ ' 2 ~ ~2~ ~ 6 ~ I'
CO 2 / ~ 223 ~ ~ N o ~ ~ ~ ~ ~ ~ N ~ I ~ r I~j(~J 11 ~ ~ ~ ~ i, ~ / _ „ ~ ! TRAP TYPE D ~ ~ 6-21
~ 2~ ~ ~ ~ ~ \ / F ~ % ~ ~ 0 / 0 ~ ~ i 2236 ~ ~ ~ / ~I ~ ~ / ~ 1 24,~
~ ~ \ ~ t Fl~ ~ r • ~ ~ ~ ; I CB TO C8 18 83
A ~ ~ ~ 24 ~ ~ ~ / ~ ~ / i o ~ 23 2 a0 M 4 0 2 2 l l ~ 7-3 7~ 1 18" B TO CB 1$ 205
h ACRES ~ 5 i ~ \ ~ ~ ~ I U 7 ~ l - 8 ~ ~ - 23 ~ j I N~ ~ ~ ~ ~ i I ~ ~ 7~ 5-1 C 2 18.. I ( ~ CB TO C8 1$ 187
1, - ~ ~ 1 j n' - ~ ~ ti ~ ; j ~ I ~ i ~ I ` - ~ 1 2232 ~~34 ~ I 1 5-2 84 1 18" ~ ~ 5-3 CB TO OUTLET 24
W ~ i ~l ~ i~' 22 2236 ~ ~ ~ ~ 7 ii ~ ~ ~ 34 h fi ~ v ~2 I i ~ ~ ~3 TRAP TYPE D'
W ~ ~ ~ ~ ~ \ 228 ~ ` `li , 2 L232 2 ~ ~ i _ ~ ~ i 1~~
N n- a `y ~y' ~0- / ~ ~ ~ N ti 94 i / 222 ~ ~ i ~i ~ ~ ~ N 238 , i ~ ~ h 2 _ ~ ~ I LET 18 135 1 ~ ~4 5_, GB TO OUT
2 ~ ~ 2<3~, 8 X26 - ~~0 J Z ~ ~ 222 2 ^ ~ ~ 2 2 8 ~ `l~ ~ L> ~ t ~3 TRAP TYPE "D
~ ~ ~ ti ~ ~2 s L ~ / ~ ~ ry 2218 \ / , ~ i 4 ~ 2228 \ ~ ,t -
- w , ~ ~ 2226 _ ~ ~ ~ ~ ~ . A ~ ~ / ~ ~ i 136 1 ~ ~ ~ CB TO C$ 18 ~6 5-7 ~ 1 18"
I- ~ N ~ ~ ~ \ ~ - "7 ~ ~2 ~ ~ 24 - / 1 / ~d CB TO CB 18 ~ 5-$ 5-7 4g 1 18"
Q ~ ~ - ~ ~ ~ ~ rl,~' / ~ tJ ~ ~ ~ `L 1 / _g CB TO TRAP 18
~ , / ~ ~ - 2 ~ , 222? 2 ~ ~ 221 ~ ~ ~ ~ ~ 2 = 0 5 - ~ ~ ~ / 4 ~7 5 .I I. ~ ~ / TRAP TYPE B ~ 5-9
~ o 20~~ ~ ~ \ 3 222 2~ r 22~ 218 ~ ~ ~ ~ 1~ /
i ~ ~ 2 • • ~ i Oj N ~ 18 71 1 18" _ ~ ~ 7.12 7.13 G8 TO OUTLET
E N ~ ~ s ~ ~ . ~ ~ ~ 0 16 2 X218 -SCE ~ a ~ ~2 221 2 ~ 6 i ~ 7.13 Ex LAKE
~ ~ ~ 4 Q o ~ \ ~ > ~2, 26 ~2~ 214 J ' l v~
U ~ ~ i -2 ~ , / o 18 3g 1 18" 7-10 7-11 GB TO OUTLET
~ 2 28 ~ 2 ` ~ 4 D~ ~ 21 ; 222 ~ ~ 1 22 ~ 2 2 ~ 4. 2208 ~ 7.11 EX LAKE
~ X ~ ~ 6 ~ ~ ~ ~ ~ ~ ~ / ti ~ c~ , ~ ~ ~
I a ~ 0, ; << r 6 ~ , 14 / v R~ o ~ ~ ~ 2~ r ~ ~ N ~ / .C7 w `V 0 r ~ ~ 36 118 1 NA ~ ~ 7-~ 7~ END TO CB 24" ~ ~ 123 1
~ ~ ~ w N`ti ~ ~ 22j r', i ~ w 0 ~ , 4 ~ 7-6 7-7 CB TO CB 24••
i I / ~ / ~ 36 97 2 ~ 7-7 7-8 CB TO CB 24"
2~ / ~ ~ N ~ CHE 1. ~ ~ T 36 172 2 7_g 7_g GB TO OUTLE
08 ~ ~ ~ ~ / ~ A - - KE f ~ 7_g E~ LA
N A ~ / ~i ~ ~ ~ ,2 - / / ~ I fi
1 ~ ' s , ~ \
/ i 222.,.4 ~ / tJ ' x ~ ~
N ~ ~ ~ / ~
I ~ ~ ~ ~ ~ i / i < l i SILT ENCE ~ i ~ / / by
~ ~ ~ ~N / / ~ / r / i ~ ti~ 9 ~ i TYPE FlLT¢t ~ N 1 ~ i ~ r r ~ ~~~1ttt411{illllll 11f1111111j~~~/ ti~ FYI CRRp
i J ~ ~ l ~ / 22'2 :.3 ~ 1 ~ ~ b.Q NACRES L ~ o . ti
222x a, ; ~ I ~ F NCE ~ ~ FtiSS1p~.,•y ~0 y •
~ ~ ~ SILT E ~ ~ , TER ~ ~ ~ , ~ / 2220. , > ~Q F
/ S ~ ECK ~ ~ ~ I ~ ~ 2222 ~ _ ~ / ~ / / 2 ~ S.AL NOTE: 023412
~ i d ~ ~ ~ . , INSTALL SILT FENCE ON DOWNHILL SLOPES CONTRACTOR TO € D-03 .
~ ~ r ~ 2is N ~ i v~ ~ - 1' N EDED TO CONTROL 3 ~ AND ADJACENT PROPERTY LINES AS E ~ ~r f
o ~ 2 33 n~ ~ ~ ~ / ~ ~ ~ / ti~ N X ` v ~ l p~ . ~'G~N=~' SEDIMENT RUN-OFF. ,~:m••.-•-
i g' ~ i ~ . ,x V / / ~ ~3~ ~ F R CLARITY. ,:~4~~ , - IMENT TRAPS ARE SHOWN ENLARGED 0 ~,,;,~,,,,us~
V ~,'l ~ ~ v 2. SED IN THE /J~-?'"~ ALL TRAPS WILL BE CONSTRUCTED WITH
V / ~ ~ I ~ ~ r ~ i i i DES! TED DISTURBED LIMITS~F,v~- ,~,x,~
~ ~ ~ I A ~ ~ RTED INTO SEDIMEN ~ HAL BE CONVE
I ~ t . ~ i ~ i ~ 1 3' NCE SITE IS STABILIZED LEVEL SPREADER/GRAVEL FILTERS 0
~ I ~ ~ s _ DATE
~1 FlL ~ ~ \ ~ \ ~ / ~ i TYPE ~ ~ ~ ~ ~ ~ 6 10/02 NTS / 4 WATER QUALITY COMME
'~A CHECK ~ ~ . ~ , ~ ~ . ,0 i 0.60 ~ j 1/ ~ 2' ~L~ ~ ~ / / E 0 WHD SCALE ~ /
~ ~ ~ ~ ~ ~ TYPE "8° CHECK c ~ / / ~ / ~ ~ A ~ v ~ \ v 0 03 AS NOTED 0 1 INLET AND PIPE CHANGES COVE
~ , ~ ~ ~ 3.b5 At~S i i LNUT Y F S W A DRAWN B COIF ~ D g WHD
1~, FlLTER ~ T FENCE i ~ I ' = ~ ~ CHECK Sly ~ ~ ~ ~ ~ - A ~ ~ ~ / P.P.F. 02 ESI GN RSE D F COU G0~
\ ~ BRA HI S ~ ~ - ~ sr ~ ~ _ ~ ~ ° 1 GOLF LAYOUT CHANGE CHECKED BY _ - ~ c WHD N D 7
IRRIGATION POND ~ \ ~ i ~ ~ ~ 2~0 400 6 56 A - HOES > _ /02
Aa 29.b~ ACRES ~ goo ~ ~ 2185 ~ / a PROJECT N0.
AI~'~FOR OU ET ~~,,v. ~ X ~ ~ i L ~T. ,~n,e,~`~~~ ~ _ / 2~~5 N M DRAIN ADDITION 1 ~ E 9 STOR AROLINA 2000 ? B WHD NORTH C 4 BUNCOMBE CO.
~ I ~ i _ ~.C~_~._(~_____ - a - SHEET N0. 0 02 u
~ ~ ~ ~ i (Ili FEET } ~ \ 1 ~ \ I. _ _ ...n .nnnnv~l .
o A 182/ D ISSUED FOR Rtwtw
T PERMITTING SHALL BE inch = lOQ fL ~ 6/02 AIVU HrrRVV„~. 301 Beaverdom Rd. A Nc ASSOCIATE OF AD THE CL FILES ARE A INSTRUMENT--OF 0
TO CONSTRUCTION OF POND I ASS, ~THTS- DR NG D 1 I o z Travelers R864est836=1120
SERVICE AND THE PROP CUFFS COMMUNITIES PHONE: ~ SHEET OF
AND SHALL NOT BE USE AUTHORIZED BY THE CL ALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN NO. DATE BY REVISION COMMUNITIES J LL- IZED BY THE CLIFFS COMMUNITIES IN WRITING.

STEEL POST IN PE41FI ATI N
WIRE FABRIC EROSION CONTROL NARRATIVE GEN - ERAL NOTES SITEWORK
SUPAC (SNP) OR APPROVED GEOTEXTILE FABRIC (EXTRA STRENGTH) 1. LIME & FERTILIZER -CONTRACTOR SHALL FURNISH AND 1. APPLY LIME AND FERTILIZER TO THE SOIL AS REQUIRED The purpose of this narrative is a description of erosion 1. TOPOGRAPHIC INFORMATION FROM
2L - FABRIC AND MARE FABPo C SHOULD control measures to be installed at the site by the BY ALPINE SURVEYING. AERIAL TOPO AND BOUNDARY TO PROVIDE SATISFACTORY CONDITIONS FOR SEED GERMINATION. sitewolic contractor to prevent erosion and sediment.
SEDIMENT POND SCHEDULE o EXTEND TO BOTTOM of DITCH AN APPUCAIION RATE OF 100 Ibs PER 1,000 s . ft. OF 2 GROUND AGRICULTURAL UME {2 TONS PER ACRE AND 12-16 2. This narrotive shall be famished to the sitework THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT
AREA TO TRAP L (MADE I1NE ~ ~ BAgCFlLL AND COMPACT DITCH Ibs PER 1'ODO sq, ft. OF FERTILIZER (10-10-10) (500 TO contractor as specifications to compliment the deli n ELEVATION OF ALL UNDERGROUND UTiU11ES, AND VERIFY PROPERTY
1 ACRE ~ _ } 700 lbs. PER ACRE). drawings and details. The Contractor shall com I with oil CORNERS AND TOPO BEFORE ANY CONSIRUC110N IS BEGUN. CALL P Y UTiUTY COMPANIES BffORE EXCAVATION TO LOCATE AU_ BURIED requirements on the plans, narrative and also instructions CABLES AND UNDERGROUND UTiU11ES.
2 ACRE 22 _ I I = _ -II _IfII~1Ill ,flll~ THESE MATERIALS SHALL BE SPREAD UNIFORMLY OVER 11iE AREA issued by the Local Regulatory Agency.
3 ACRE 33 = 'x' TYPE "A" Is 2'-0' =fIII = fl I U ~ 1YPE "B' IS 3'-0" 1' MIN. DEPTH 4 ACRE 44' s TYPE 'c" Is a'-o" SIDE VIEW TO BE PLANTED. THE SOIL SHALL BE TILLKED TO A DEPTH OF 3. THE CONTRACTOR SHOULD NOTIFY TH 3 4 INCHES WITH EQUIPMENT APPROVED BY THE ENGINEER. 3. Existing Conditions: Woods and existing dirt roads. E ENGINEERS FOR A REVIEW
SHOULD DISCREPANCIES BE DISCOVERED AT THE SITE OR ON THE 4. The Contractor shall erform the followin Ite DRAWINGS.
~I TYPE "D' IS S'-0" 6'-0' OC 2. SEEDING -CONTRACTOR SHALL SELECT A QUICK GROWING P g ' ms in the GRASS WITH HIGH SEEDING VIGOR THAT IS SUITED TO THE order listed to prevent erosion of the site: 4. ALL REFERENCE TO SPECIFlCAl10NS fOR HIGHWAY CONSTRU
0o O O~ 2 AREA, THE T1ME OF PLANTING, AND THAT WILL NOT INTERFERE CT10N ~ MATERIALS ARE MADE FROM SOUTH CAROUNA STATE HIGHWAY
2 SLOPE ~ J o00 ~ Q / ~~j 3'-0" 'X' "X" 3'-0" ~ I ( P) OR APPROVED 3' DIA. WOOD POST WITH PLANTS TO BE SOWN LATER FOR PERMANENT COVER. A. Install sit fence and stone check dams. DEPARTMENI"S STANDARD SPECIFlCAl10N LATEST EDIIi B. Grub remainder of road right of way after erosion control ST measures are installed. 5,
°o°w> ~ / 1 CEOATEx11lEFABRiC 0 o w ~ ~ 1 = OR METAL PICKET DEG THRU APRIL EARTHWORK SHALL BE TO THE ONES AND GRADES SHOWN.
~ i - o~ w ,II=~ OAT$ I C. Install storm drainage and place temp. sediment tra s downstrea PROOF-ROWN 2 bs, PER 1,000 sq. ft. gjl pipes. P m of 1H G AND COMPACTION TEST SHALL BE ACCOMPLISHED IN RYE 3 Ibs. PER 1,000 s . ft. E FlELD TO TEST ALL AREAS. THE OWNER SHALL RETAIN THE
q D. Perform excavation and rough grading of road. SERVICES OF A TESTING COMPANY TO TEST ALL AREAS. RYEGRASS 1 Ibs. PER 1,000 sq. ft. E. Perform finish gradin of road.
X00 ~ p00 - I a O ~ ~O~ I - OATS/RYEGRASS 1 Ib./1/2 Ib. PER 1,000 s . ft. 9 OATS/LEAPEDEZA 1 ib./1/2 Ib. PER 1,000 sq. ft F. Immediately grass yll areas not be paved.
° ° 1111-1111 illf=flit - 11= = - q G. Immediotely place stone on roadways. Pave as 6• CONTRACTOR SHALL PROTECT ALL TREES THAT ARE TO REMAIN soon as possble. AS MARKED IN THE FlELD BY OWiJERS REPRESENTATIVE.
h O ~ _ GRADE LINE I I - f I I I =III I Op O -IIII ~=IIII u - MAY THRU AUDI H. Repair and regress oli eroded areas. Maintain all SUDANGRASS 1 Ibs. PER 1,000 sq. ft. disturbed areas until they are stabilized.
-fIII =fIII= FRONT VIEW BROWNfOP MILLET 1 Ibs. PER 1,000 sq. ft. I. Remove any temporary sediment basins and grass after 7. THE GRADING CONTRACTOR SHALL PROOF-ROLL THE CONSTRUCTION
site is stabilized, Inspected, and approved. AREA WITH HEAVY-PNEUMATIC EQUIPMENT. ALl SOFT SPOTS SHALL .SEPT. THRU NOVEMBER J. Remove silt fence and stale check dams after entire BE UNDERCUT AND RECOMPACTED WITH SUITABLE STRUCTURAL FlLL
DETAIL OF SILT FENCE RYE 3 Ibs. PER 1,p00 sq. ft. site is stabilized. MATERIAL AS DIRECTED BY THE OWNER'S TESTING COMPANY.
PLAN VIEW (N.T.s.) ELEVATION NOTES: RYEGRASS 1 Ibs. PER 1,000 sq, ft. RYE-RYEGRASS 1-1/2 Ib./1/2• Ib. PER 1,000 sq. ft. 8• THIS CONTRACTOR SHALL SHORE TRENCH EXCAVATION AND USE Pic
1. INSTALL SILT FETICE BffORE CONSTRUCTION IS BEGUN. BOX TO COMPLY WITH ALL OSHA SAFETY REGULATIONS, IT IS THE
2 CONSTRUCT SILT FENCE AS ABOVE OR USE PREFABRICATED WASHED STONE SILT FENCE (METROMONT 24-100X) OR APPROVED EQUAL ALL SEEDS SHALL HAVE BEEN TESTED NOT MORE THAN 6 CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE JOB SITE MONTHS PRIOR TO THE DATE OF SEEDING. EROSION CONTROL NOTES SAFETY AND COMPLY WITH ALL SAFETY REQUIREMENTS. THE
(3/4' TO t-1/2' SIZE) 5'-0" MIN. CONTRACTOR IS RESPONSIBLE FOR HIS MEANS AND METHODS OF
6` DIA. RIP-RAP (SURGE STONE) CONTRRACTOR SHALL APPLY SEED UNIFORMLY BY HAND, CONSTRUCTION. 1. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED CYCLONE SEEDER, DRILL, CULTiPACKER SEEDER, HYDRAULICALLY. EVERY SEVEN CALENDAR DAYS OR 9. ALL NEW ELEVATIONS SHO
~ / v AFTER EACH RAIN OCCURRENCE WN ARE FlNISH GRADE ELEVAl10N. THE THAT EXCEEDS 1/2 INCH (0.5"). DAMAGED OR INEFFECTIVE GRADING CONTRACTOR SHALL DEDUCT THE FOLLOWiNG FOR
A SURREY MIXTURE OF WATER, FERTILIZER, SEED AND CELLULOSE DEVICES SHA SUBGRADE ELEVATION: TURF AREA - 4 • P - FlBER MULCH IS ACCEPTABLE ON THIS PROJECT. LL BE REPAIRED OR REPLACED, AS NECESSARY BEFORE AVEMENT SEE OWNER
~ 2 ~ 2 1800 CU. FT. PER ACRE ~ iV/~/~`V~ ~ VOLUME 1 UNLESS NOTED OTHER'MSE ON PLAN 1 " 2'-0' GRASS IS ESTABLISHED. AFTER GRASS IS ESTABLISHED, AS 10. THE CONTRACTOR SHALL REMOVE AU. TREES AND VEGETATION THAT
~\i iii\\ FIDw ~ WASHED sTGNE _ \ j~~~ I (3I4" TO 1-1 2' SIZE 6' DIA. PoP RAP 3. MULCHING - IN ORDER TO REDUCE DAMAGE FROM WATER REQUIRED TO MAINTAIN A MINIMUM OF 75% OF REQUIRED VOLUME. INTERFERE WITH NEW CONSTRUCTION. REMOVE DEBRIS FROM SITE RUN-OFF AND IMPROVE MOISTURE CONDITIONS FOR SEEDINGS, THE SEDIMENT TRAPS WILL BE CLEANED OUT WHEN SEDIMENT OR BURN IN ACCORDANCE WITH LOCAL LAWS. THE CONTRACTOR
\ ~A~~ ~ / ) (SURGE STONE) A MULCH MATERIAL SHALL BE FURNISHED WHEN TEMPOPRARY REACHES HALF THE DESIGN DEPTH. SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY BURNING
\i iii \ SEEDING IS TO BE DONE. ACCEPTABLE MATERIALS ARE: PERMITS. PROTECT ALL TREES THAT ARE TO REMAIN.
A 1 ~ U(~A/A I 2. ON ANY PORTION OF THE SITE WHERE CONSTRUCTION HAS 11. TOPSOIL SHAD. BE STRIPPED TO A P A. DRY UNCHOPED UNWEATHERED SMALL GRAIN STRAW OR HAY TEMPORARILY OR PERMANENTLY CEASED, ALL DISTURBED AREAS T p DE TH AS REQUIRED AND
1 r. ~ o SED[MENT 1RAP 1 V~~l/ V~1 V` ' FREE OF SEEDS OF COMPETING PLANTS 1-2 TONS PER ACRE. SHALL BE STABILIZED IMTH GRASSING AS SOON S ~ ILED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. A PRACTICAL, BUT SILT FENCE WILL BE INSTALLED ON ALL DOWNSLOPE SIDES
IIII y ll~ l ~~~1.~ l i~~/ FLOW .A ~~~\,~l i. (J NOTE: LENGTH AS REO'D IN FlELD B. WOOD FlBER EXCELSIO NOT EXCEEDING FOURTEEN (14) DAYS AFTER WORK HAS CEASED. OF THE TOPSOIL STOCKPILES. ( R)
STONE BERM TO BE REMOVED BY GRADING CONTRACTOR AFTER TO KEY INTO SIDE SLOPES _ 3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE 12. THE C. WOOD CELLULOSE FlBER - 500 lbs. /ACRE WITH STRAW REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY COMPACTION IS TO BE PER THE OWNER'S TESTING COMPANES
GRASSING IS ESTABLSHED. OF DITCH ~~l/ V~/.~~~ ~ \ 1 - ~ ~(~A/V ~1~ I 1,000 lbs. /ACRE WITHOUT STRAW CONSTRUCTION. AEI. DISTURBED AREAS SHALL BE CLEANED, GRADED RECOMMENDAliONS.
L N SEDIMENT 1RAP ~ \ V'I ~ ~ AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY 13. ALL FlLL MATERIAL SHALI_ BE FROM A SOURCE APPROVED BY THE D. JUTE MATTING INSTALLATION. TESTING COMPANY AND SHA
~lli ~ i~ ~l ~~~1 ~ / ~~l/. ~V ~//~./r,.~//\, NOTE LL BE FREE OF ROOTS, ORGANICS AND BOULDERS LARGER THAN 1 CUBIC FOOT, FlLI_ SHALL BE PLACED Ih
NOTE: TEMPORARY SEDIMENT TRAPS SHALL BE CONVERTED INTO STONE BERM TO BE REMOVED LENGTH AS REQ'D IN FlELD 4, PERMANENT COVER 4. ALL EROSION CONTROL e" LIFTS AND COMPACTED AS SPECIFlED DEVICES SHALL BE PROPERLY MAINTAINED
BY GRADING CONTRACTOR AFTER TO KEY INTO SIDE SLOPES LEVEL SPREADER/GRAVEL FILTERS ONCE SITE IS STABILIZED GRASSING IS ESTABUSHED. ~ DITq~ CONTRACTOR SHAi.L FURNISH AND APPLY 80 Ibs/1,000 S.F, DURING ALL PHASES OF CONSIRUC110N UN1L THE COMPLETION OF
REFER TO DETAIL AND SITE PLAN TYPICAL SECTION THRU STONE ALL CONSTRUC110N ACTIV1TIES AND ALL DISTURBED AREAS HAVE 14. ALL EXISTING SLOPES STEEPER THAN 4:1 THAT WILL RECEIVE FlLL OF GROUND AGRICULTURAL LIME (1.6 TONS PER ACRE), 10 Ibs SHALL BE PLOWED AND SCARIFlED 50 N W /1,000 S.F. OF KENTUGKEY 31 TALL FESCUE (420 Ibs, PER ACRE) BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE EXISTING SURFACE. E FlLL WILL BOND WITH
CHECK DAM IN THE MANNER DESCRIBED ABOVE IN PARTS 1, 2 AND 3. REQUIRED DURING CONSIRUC110N, AS MAY BE REQUIRED TO CONTROL
(N.T.S.) EROSION. ALL TEMPORARY DEVICES SHALL BE REMOVED AT THE 15. 1HE GRADING CONTRACTOR SHALL CONFORM TO ELEVATIONS AND COMPLE110N OF CONSTRUCTION. DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10
FEET.
T YPICAL SECTION THRU STONE CHECK T EMPORARY SEDIMENT TRAP TYPE A B&C 5. 1HE CONTRACTOR MUST TAKE NECESSARY ACiTONS TO MINIMIZE 16. ALL ROADS AND PARKING LOTS SHALL HAVE A MINIMUM 5'-0' WIDE
(N.T.S.) TRACKING OF MUD ONTO PAVED ROADWAYS FROM CONSTRUC110N GRASSED SHOULDER. AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM 17. ALL REINFORCED
Q PAVEMENT, AS MAY BE REQUIRED. CONCRETE PIPE (RCP) SHALI_ BE CLASS III, UNLESS NOTED ON DRAWINGS AND SHALL CONFORM TO STATE
6. THE UTILITY CONTRACTOR SHALL PROVIDE A TEMPORARY STON SPECIFlCATIONS. JOINTS SHALL BE TONGUE AND GROOVE WITH
E MASi1C JOINT MATERIAL SPLASH PAD OR OTTHER EROSION PROTECTION DEVICES AT ALL WITH FIRE HYDRANTS AND 01NER POINTS OF DI 18. All CORRUGA
PIPE RIP RAP WITH 0 0 0 0 0 0 FILTER CLOT Op0 000 Op CLDT OF A WATER DISTRI SCHARGE DURING TESTING PIPE M 1ED STEEL PIPE SHALL BE TYPE 2, ALUMINIZED STEEL
0 000 000 0000 000 0 BUTTON SYSTEM. FETING AASHTO M-274, 16 GAUGE FOR SIZES 24' AND SMALLER AND 14 GAUGE FOR SIZES 30' AND LARGER. ALI_
A ° OOp OOp 00 FLOW ~ 00 Q00 000 3 0 7. GRADING CONTRACTOR SHALL BE RESPONSI CONNECTIONS SHALL BE HUGGER BAND WI1H 0-RING GASKETS. BLE FOR ALL SEDIMENT BAND WITH -0-RING GASKETS.
- 0000 Op00 CONTROL MEASURES (IMPLEMENTATION AND MAINTENANCE . GENERAL 12' MIN, CONTRACTOR ) SHALT. HAVE SUPERVISORY RESPONSiBIUT1ES OVER 19. ALL UTILITY TRENCHES SHA
OOOp pOp 0 0 p0 Op0 Op o ° GRADING CONTRACTOR. LL BE THOROUGHLY COMPACTED TO PREVENT SETTLEMENT AND DAMAGE TO FUTURE PAVEMENT AND
0 000 000 HEADWALL OR 0 0 0 GRATE STRUCTURES. ALL RIP-RAP SHALL BE DUMPED RIP-RAP IN ACCORDANCE WI1N
FLARED END SECTION SOUTH CAROLINA STATE HIGHWAY DEPARTMENT STANDARD 20. ASPHALT PAVEMENT SHALL BE CONSTRUCTED I ON A PREPARED AND
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION. WELL-DRAINED SUBGRADE COMPACTED AS SPECIFlED. ALL PAVING GN A-A SILT FENCE PIECES SHALL BE NO LARGER 1T-IAN 24 INCHES. WORK (MATERIALS AND CONSTRUCTION) SHAU. COMPLY WITH STATE
Q SECTION A-A L SPECIFlCATiONS. OWNER IS RESPONSIBLE FOR PAVEMENT DESIGN.
9. ALL SLOPES THAT P,RE 2:1 OR STEEPER AND OVER EIGHT 8
15 INCH PIPE- L= 5 FEET AND W=6.5 FEET, d~ =0.3, MAX. FLOW=4 CFS, VOLUME=1 C.Y. VERTICAL FEET SHA 21. ALL AREAS NOT COVERED BY BUILDINGS AND PAVEMENT SHALL LL BE STABILIZED WITH EROSION CONTROL RECEIVE TOPSOIL AND BE IMMEDIATELY GRASSED IN ACCORD FABRIC (JUTE MATTING OR EQUAL) IN ACCORDANCE WITH 1NE SOUTH SPECIFlCATiONS.
18 INCH PIPE- L= 8 FEET AND W=9.5 FEET, d~ =0.3, MAX FLOW=9.5 CFS, VOLUME=1.5 C.Y. 24 INCH PIPE- L= 12 FEET AND W=9.5 FEET, d~ =0.4, MAX FLOW=20 CFS, VOLUME=2.5 C.Y. .Y. TYPICAL SILT DAM FOR CATCH BASIN CAROLINA STATE HIGHWAY DEPARII~ENT STANDARD SPECIFICATIONS
36 INCH PIPE- L= 29 FEET AND W=32 FEET, d~ =0.85, MAX FLOW=88 CFS, VOLUME=38 C.Y. ;•Y• FOR HIGHWAY CONSTRUC110N, LATEST EDITION. ALL SLOPES ARE 22. 1NE SEQUENCE OF WORK SHALL CONFORM TO THE EROSION CONTROL (N.rs.) TO BE MAINTAINED JNTIL A HEALINY STAN NARRATIVE.
48 INCH PIPE- L= 26 FEET AND W=30 FEET, d~ =1.2, MAX FLOW=112 CFS, VOLUME=35 C.Y. D OF GRASS IS ~'Y' ESTABLISHED.
.Y. 23. THE SEDIMENT CONTROL DURING CONSTRUCTION SHALL COMPLY WITH
RIP RAP PLAN 10. GRASSING SHALL BEGIN AS SOON AS GRADING IS COMPLETED. ALL LOCAL CODES AND REGULATIONS. AFTER ALL STTEWORK IS COMPU: TEMPORARY GRASSING MAY BE REQUIRED SHOULD EMBANKMENTS BE AND GRASSING ESTABLISHED, 1HE GRADING CONTRACTOR SHALL FlLL
N.T.S. UNDER CONSiRUCiTON FOR EXTENDED PERIODS. IN THE TEMPORARY SEDIMENT PONDS AND GRASS IMMEDIATELY.
24. THE CONTRACTOR SHALL NOitFY THE OWNER'S REPRESENTATIVE WHEW 11. FAILURE TO COMPLETE AND MAINTAIN ALL EROSION CONTROL IN
STRUCi10NS FROM REGULATORY AGENCIES ARE RECEIVED AND MEASURES WILL RESULT IN THE ISSUANCE OF A STOP WORK ORDER COMPLY WITH INSTRUC110NS AS DIRECTED BY 1HE OWNER'S
UNTIL SUCH ITEMS ARE INSTALLED. REPRESENTATIVE.
12. ALL EXCAVATED MATERIALS TO BE USED ON SITE. ALL DEMOLISHED 25. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE
MATERIALS AND WASTE MATERIAL TO BE TRUCKED OFF SITE. CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO THE ENgNEER ANY INCONSISTENCIES OR OMISSIONS DISCOVERED. THE
13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS CONTRACTOR SHALL TAKE FlELD MEASUREMENTS TO VERIFY THAT AL
TOP OF SLOPE BERM REQUIRED FOR HIS BORROW AREA. LOCATIONS ARE CORRECT PRIOR TO COMMENCING CONSTRUCTION.
6" COVER MIN, ,~4 - 2~-0' 6' CLEARANCE PIPE 26. 1HE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY UTlUT1ES
Y..._ _ V SLOPE DRAIN OUTLET OR IN ANY PUBLIC RIGHT-OF-WAYS UNi1L HE HAS OBTAINED COPIES s' CLEARANCE OF AU. NECESSARY ENCROACHMENT AND CONSTRUCTION PERMITS.
CMP OR CPP~~" ~ BOTTOM PIPE ~ X
PROVIDE OUTLET / ~ PROTECTION Q 27, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ANY EXISTING UTiU71ES NECESARY FOR SITE CONSTRUCTION INCLUDING
~.Y 10' WmTH OF SPILLWAY ALL PERMITS AND FEES. IF SPILLWAY
FASTEN TO SLGPE WITH s' THICK 28. THIS CONTRACTOR SHALL VERIFY BENCH MARK LOCATION AND
STAKES OR REBAR AS ~ REQUIRED -1111-III,=111_ 3 GRASSED ELEVATION W1TH SURVEYOR BEFORE BEGINNING CONSTRUC TOP aF DKE EL 2215.00' TiON. 3 I-IIII-NII-1Ill
~ I -~1 EMERGENCY SPILLWAY 1 EL 2213.60 I 0 j SPILLWAY 11 ''r 29. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF A
00 ° o ~TIII- oo °o 00 =1 \ ON THE SI LL EASEMENTS lE BEFORE PROCEEDING WITH CONSTRUCTION. p0 - .5' OF STONE
IIII l °o°oo°ooo °°°-°o°o°o- coooo~o°o o_ II TEMPORARY SLOPE DRAIN ~I=1,11=IIII-IIII-IIII=IIII-IIII=IIII= -111 >°°-oa°o °4°000°°°_ Ills- ~ 1 ROw /4 BARS 30. ROAD PLANS AND PROFlLES, PAVEMENT DESIGN, AND ENCROACHMENT 1111-u11=1111= =1111 PERMITS BY THE OWNER.
PLAN VIEW cN.T,s) -
usE as NECESSARY To PRaTECT SLOPES. SECTION THRU EMERGEN
CY SI RGENCY SPILLWAY ANTISEEP COLLAR
,I~, .,L, ~H.T.~.> (N.T.S) vvva}unniulnnrlUnlp
III-11 ,ovvv` CAR~''~~%,,~
SEE PLAN FOR ~ ~ ••'~'ESS~•'~• of ~y.. 9 10 VARIES LENGTH & YAD1H OF POND ~QQ- 9
RIP-RAP tO' _
2'x 2" WOOD STAKE OUTLET - 150) 2 PER BALE / PIPE PER D.O.T. OP DIKE CCA _ ~i., ~s.oo _ L - TR,~ RAq(~ 4 Buss D23412
I` STD. SPECS. FlLL SLOPE GRASSED 3'-0" MIN. 1'-0" (MIN.) - alr. ,il~, EMERGENCY =IIII=1111=M M4IDING W/6 x 8 - f • ~ _
IN ACCORDANCE YATH - SPILLWAY SPEgFlCATIONS ~ co = _ EL22118O - 11111111=HIT=1111= OPENINGS ~ ~ 3D ~ : ~ F
I I IIII _IIII - o,ood°,.acaao`o_°D°4 ~ l l ~ 1 I 1 3 =IIII= =uli= o°' „_a~--°~- w o• 3 TOP BANK Gj o,°od°,.a°.aoa og°,.a_°39on°_°..° EL 2213.00 _ ii ~ . GINrG, ~J -1111_ _1111=1111= _1111= 1 =1111=1111_ ~~~q~ ~ ~ ~
~~11I l =IIII ANTI-SEEP c ~ ~Q o ~ 2 _ l ANTI-SEEP COLLAR Ilil . 3 ~hj qM H, D~ p0\
~ ~ - ~ = SEE DETE ~m i ~ - - ~,G -,Ire ~ f ~ I I ~ IIII =IIII _ I I = = GEOTEXiILE FABRIC HEADwALI ~-IIII (SEE DETAIL) = BOTTOM 1 - 11j1j11yllilpliill6t}}\\0\ _ _ _ _ - EL 2211.0 (SEE PLAN) _ _ .~1
IIII - 1 L I I -IIII - MARIFl SU- - _ - - - - - - ~1 ~ ~ La PAC, _ - - - - ~ • C.P.P. POND =_1111 BOTIOq - 18' C.P.P. _ _
- ~ (UNDISNRBED) OR EQUAL 16 -,ffi _ _ ~ _ ~ _ _ - STING GROUND HAVING A THICKNESS _ _ - - - - - uu=~iii~ _lu+=uii=
-fIII . I . I _ N- -IIII = f I~ OF 20 40 MILS AND A / _ ' . n • i.. 12' DIA. ORIFK~ OUTLET STRUCTURE OPENING DATE
I I ° ? = GRAB STRENGTH OF t0 C.Yf EI-xXxx SILT TRAP ~ - f I I I= ~ S E C T I 90-1 P 10' ~ ON VIEW 20 OUNDS. KEY VAY Tn BE FILLED 10 aR ~EC~? N lac 0 7 2 02
NOTE USING MATERIAL APPRO BY SOILS EMOVE SILT AS REQUIRED IN FlELD. MISCELLANEOUS DETAILS ~ 'P~ w/e' case. BorTOU o
2MAINTAIN HAY BALES UNTIL GRASS IS ESTABLISHED. ~ SCALE
RIP-RAP STILLING DETAIL SECTIOI SECTION TNRU DETENTION POND ~ CLIFFS WADI AS NOTED U T COVE
HAY BALE DETAIL N.T.S. ( ) {N.T.S.) (N.T.S) ° DRAWN BY ~ GOLF
COURSE DESI G N GLY 0
a CHECKED BY
8,
(W14 B X30 WHD YVA ILK WUALI I T
PROJECT NO. Li 0 BUNCOMBE CO. NORTH CAROLINA 20001
C $ ISSUE F
THIS DRAWING AI CD A / WHD D OR REVIEW AND APPROVAL. SHEET NO. PHIS DRAWING AND ASSOCIATED CAD FILES ARE AN IN 26 STRUMENT OF C5
SERVICE AND TH SERVICE AND THE PROPERTY OF THE CLIFFS COMMUNITIES z Q 301 Beaverdam Rd.
AND SHALL NOT AUTHORIZED BY 4ND SHALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN Travelers Rest SC 29690 - %UTHORIZED BY THE CUFFS COMMUNITIES IN WRITING. ~ NO. DATE BY REVISION
PHONE. [phone]
COMMUNITIES SHEET OF

STEEL FENCE POS15 UPSTREAM END OF ~ B ~ BREAK OFF GROOVE
_ END STORM DRAINAGE III -IIII = IIII=IIII ~ I OR BELL END = v _ _
- - _ RIP-RAP - I I_u I-1 I I-1 I - -1 I I I T =ITi i I i a i - t5o~ Q ~ a o e D ~
=III III PER SC.D.O.T. I ~ 1 ~ STO. SPECS --I ° ~ I Q~ 6>~ N I I
- ~ I EE TABLE 1 _ -III 2 \ ~ 2 - - INLET COVER & FRAME
(IIII ~I HARDWARE CLOTH ~Q~~C~Q , 2 C 30' 2 ~ BUNTER MACHINE CO. / ij/ 1'-6" 1'-6" i I ~ MF-1342 & MC-1342 OR
I ~ _ - - _ - CEO B I I =IIII = ~ I _ ~ ~ I I _ TEXTILE FABRIC ~ PIPE BARREL ~ ~ 1 1 - I NEENAH R 6050 OR __II D
SEE DITCH DIMENSION - ' SU-PAC, OR EQUAL _ _ _ ~ _ EWEY BROS. MH-RCR-15 OR / I = APPROVED EQUAL
HAVING aTHICKNESS - - _ - - - ROUNDED OF 20-0 MILS AND A - ,.II-I - i ROUNDED ENTRANCE - I ~ - €4 REBAR
gtAB STRENGTH of RIP-RAP DITCH DETAIL 90120 P01~'D~ DOWNSTREAM HEA X00 ~ O O ~ I DOWNSTREAM HEADWALL AS SHOWN, I O p~0~ II I
PROVIDE ROUNDED PROVIDE ROUNDED ENTRANCE FOR iv O 00 N
{N.T.S) PLAN UPSTREAM HEADW UPSTREAM HEADWALL ~ p 00p ~ ~
2" B 4^•64 FRONT 2,4 B
II II II FACF ONLY _ T I- ~ ~ ao i _ _ ~ ~
u u U #a AT 12' ' =111i= ' ~ - ' I III 1'-3" iv ti b
~ \ ALL WALLS
III=111l~ Iill_1111- x X ~ _ a _ ~ ~ ELEVATION ToP J
STEEL FENCE POSTS I w / \ - - I ~ 4~5Ew. N ~
~ ~ t I F / - I F _ =1{II g" ~ _ 3 COURSE BRICK PIER
~ ~ ~ X ° ~ =IIII=1111 ' IIII- ~ = IIII =1111 ~ WASHED STONE 2 -0. ~ z ~ EACH CC,RNER lill_ I 3 SURiA. RIP-RAP '0 ~ L = -I 8" (/4" TO 1-1 /2" SIZE) ( GE STONE) -
II _ n - ~~11- ~~II- _ ~III_ mE07E7(RE FN3PoC 91At1 ~ ~L SEE iNTCH DIMENSIONS AJ7E NET OR APPROVED ECUYHIIlf.
{TO ~ usrD AS ~D o7nrnau ~w~Ej ~ 8"~ I- /4 AT 12" BW -18"F-
~ UTAMET~ ELEVAT FABRIC LINED DITCH SLOPE: 1.DR MINIMUM• ION SECTI o~ DETAIL , 8.OR MAXIMUM 1 1 TOP OF BRICK TO MATCH SECTION 1 arcH eorroMs
• (Krs) 1 0 FLOW
~ • • • WASHED STONE FlLTER iv a COPOLYMER POLYPROPYLENE PLASTiC w STEPS, REINFORCED WITH 1/2" GRADE
• ACROSS PIPE INLET A LL SLOPES SLOPE 1 1/2:1 SLOPE 2:1 IN TR CT10N IF FIELD CON 111 NS RE I E fA RI a 60 STEEL REINFORCEMENT ' , 15" O.C. SLOPE 2:1 SLOPE 3:1 v~%//` ~ ~ ' s` vAjtlES s" a• e~cK wa11 0•-1
• • i. APPLY LIME, FERTIUZER AND SEED LAYING THE NET OR MAT. F OPEN-NERVE D H R C A B A B t~ V~1 \ o MIN. PIPE DIA. MIN. ( 0 0 ) - o /I/~A/ A//A I 12" BRICK WALL (BELOW
TTING IS USID, LIME MAY BE INCORPORATED BEFORE INSTAWNG THE NET AND FERTILIZER A B A g 10'-o DEEP), oR MIN. of SEDIMENT TRAP 1 V~ ~~~V~tV~V~~ V~V~~ iINDAL~ PRODUCT K04848
II ~D ~ A~RWARD• 12'-24" 3'-3" 3 5 8' 2'-Y 8'-11' 3'-A' 8'-4' S'-0" HARDWARE CLOTH U 2 START LAYING THE NET FROM THE TOP OF THE CHANN0. OR SLOPE AND UNROLL IT 21' - NOTE. ~ A ~ APPROVED EQUAL. 8-4 5'-0" 11'-3" T-6" STONE BERM TO BE REMOVED LENGTH AS REQ'D IN FlELD ° GROUTED INVERT
1HE GRADE ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WPoNKLESDDp 3' 6" 4' 2'-11" 7'-9" 4'-2' 9'-3' 5'-8' 9'-3" - TO KEY I SLOPED ®1" IN 12" 5' 6" 12'-6" 8'-3' BY GRADING CONTRACTOR AF1ER NTO SIDE SLOPES
NOT STRETCH. 30' 3'-9' 4 1 2' 3'-3' 8'-6' 4'-B' 10'-2' 6'-0' _ GRASSING IS ESTABIJSHED. OF DITCH o 10'-2' 6'-0" 13'-8" 9'-0'
TEMP 0 R A R Y STORM DRAINAGE I N L E 3• ~ THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6" DEEP, 4'-3' S 1 2" 3'-11' 10'-i' S'-3' 12'-0" 7-0' T PROTECTION COVER PATH SOIL, AND TAMP FlRMLY. STAPLE - - ~ 4 AT 12" E.W. 12'-0" T-0" 16'-1" 1O'-6" 4„
THE NET EVERY 12' ACROSS THE TOP END AND 42' 4'-9' 6 3/8' 4'-7' ti'-8' 6'-0' 13'-10` 8'- D U R I N G CON EVERY 3' AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NEr ARE LAID SIDE BY SIDE, ~ TYPICAL SECTION THRU e• 2'-8" MIN. 8• 4" 13'-10` e'-o" 1s'-s• lr-o• STONE CHECK DAM FOR DIT 4'-0•
S TR U C TI 0 N THE ADJACENT EDGES SHOULD BE OVERLAPPED 3' AND STAPLED TOGETHER. EA 46' - NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3'. DO S~~ TMP OF 5' 3" 6 1/2' 5'-1' 12'-11' 8'-9' 15'-8' 9'-0' N.T.S. NHEN APPLYING STAPLES. ~ E NET 54' 5'-9' 6 3/4' S'-8' 14'- ' - CHES 15'-6" 9'-0' 20'-8' 13'-5" (N•T.S.) 4'-8• -
4 7' 8' i7'-3" 10'-0' S.C.D.O.T. C8 N0.9-MH lr-3" 10'-0• 23'-0• 15'-0" SECTION
4. TO JNN 2 STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP THE 80' 8'-3" 7' 8'-Y 15'-9" 8'-3' 18'-11' 11'-0' END OF THE PREVIOUS ROLL 18', AND STAPLE EVERY 12' JUST BELOW THE ANCHOR SLOT. T= 8' FOR DOWNSTREAM HEADW T= 18'-11" 11'-0" 25'-3" 16'-6"
~ (R+8°) FOR UPSTREAM HEADWALL 5. GRASS IMMEDIATELY AFTER CONSTRUCTION. MAINTAIN STABILITY DURING CONSTRUCTION. iEADWALL n
TYPE A CATCH BASIN
REINFORCED CONCRETE HEADWAL (N.T.S) a HEADWALL
(N.T.S)
FACE OF LOADING DOCK COPOLYMER POLYPROPYLENE PLASTIC STEPS,REINFORCED 1MTH i/2' GRADE
o I 60 STFfI REINFORCEMENT, 15" O.C. SEE GRADING PLAN FOR 1
a SIZE, INV. & LOCATION o , OF WPE ' ~ ,
- • ~i SLOPE BOTTGM - N N ~ d
-1X MIN. -
C ~ SLOTS SLOTS - - - . _ - - 3'-0" SECTION ~ ~
RIBS RIBS - - o
8' PIPE C-~
PLAN PLAN FOR STORM MANHOLES:
BUNTER MACH. CO.
C_~ USE NEENAH FDY. R-4990-EX FRAME MF-7S6 FOR CATCH BA~N~: TYPE "A" OPENING F'EAVY COVER MC-10 OR BUNTER MACH. CO.
DUTY TRENCH FRAME AND NEENAH R-1795-H FRAME DIF-65 GRATE OR APPROVED EQUAL GRATE DIG-65 OR
2'-0° DEWEY BROS. CH-8N-2 OR FlNISHED PAVEMENT APPROVED EQUAL
FQR CRI ALTERNATE FOR CONC. GRADE FQR CRA1E USE PAVEMENT FOR ASPHALT 1,-5• PAVEMENT
NEFNAH~ NETaIAH-R-4553 ~1T1- I
OR APPf OR APPROVED EQUAL SLOPE / - 1" GROUT SLOPE 10 COURSES-~
PLAN MIN. "BRICK WALL (0'-10'-0' DEEP) ' a ~ 2'-8" MIN. 12" BRICK WALL (BELOW
N n~ a s a 1 10' - 0" DEEP) OR i ° o -x x--.{~ w MIN. OF TINDALL PRODUCT
~o o p •l_ ~ a K03448 OR APPROVED EQUAL a od
18" SQUARE 2 U z c ~ ~ ROUNDED .b~o~~•~~-• o~ E 15'o a o ENTRANCE
1" BEARING GRATE SIZE 1' BEARING 1' BEARING o ~ ro ~ _ ~ L _ _ _
-~I ~ ,I~~~ ~ 3"R INVERT ELEV. OF
~,~ll~i~ ~ -'4 3" CATCN ~ I~ ~ ~ ~ ~ FtOW BASIN IS ~ ~ - - - - INV. ELEV. OF • ~ 6"x6"-W29xN29 W.W.F, o o- - - - - - - OUTLET
aZ ' 3'CLR. - _o ~ ~ o
WALL WALLa /4 0 12" la a D ~ / 4 AT 12" EW. 00 PAVED INVERT SECTION
I ~ SLOPE ~ ° SLOPED AT 1' ° v {4) l4(TYI'•) AT 12`
' D D
~ i ~ DRAINAGE - TYPE B -STANDARD C ATCH BASIN DRAINAGE GRATE {REMOVEABLE) NOTE -
~ 8» 1/8" CIEA 1/8" CLEARANCE-ALL SIDES USE CONC, OR ASPHALT
~ PIPE ~ _ 8' 15' 8" N.T. PAVEMENT AS SHOWN ON ( S) GRADING PLAN
3000 P.Si. CONCRETE 000 P.Si. CONCRETE
TYPICAL SECTION
8'x 8'z 8' WYE N NOTE TYP. TRENCH DRAIN DET
U N USf ONLY IN A I L AREAS WITH NO ROADWAY N.T.S.
Ti TRAFFIC
PLUG END G END
w`~ m a? a~
`\i`tttttttlv'ummNUrypt
CARp''~%~~o
og ''ESSi'' . ~
;•pF 0• . 9 . ~Gy.
SECTION ~Q - G - SEAL -
023412 °
30 ~
AREA DRAIN DETAIL .~fNE,•~\,o
(N.T.S.) M H. DE t,,,t
~~~p11,71u11pIII~uUHttt
~ 'j`M' ' V
DATE ~ MISCELLANEOUS DETAILS 7/2/02
0
~ SCALE
~ CSI ~ FS AS NOTED WALNUT o COVE
DRAWN BY GOLF CO URSE D o ESIGN
~ GLY o_ CHECKED BY
8/ ~ „n warER ouaurY
V) a / rrnU PROJECT N
w 0 BUNCOMBE CO. 0' 7 NORTH CAROLINA 20001
A / yr?~p ISSUED FOR REVIEW AND APPROVAL. J~~
THIS DRAWING ANC SERVICE AND THE IS DRAWING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT 3 SHEET NO. RVICE AN OF c; /02 D THE PROPERTY OF THE CLIFFS COMMUNITIES Z IA 301 Beaver
AND SHALL NOT BI dam Rd. D SHALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN w It - D2
AUTHORIZED BY TF THORIZED BY THE CLIFFS COMMUNITIES IN WRITING. J NO. DATE Travelers Rest, SC 29690 - ~ BY REVISION
PHONE: [phone] e MUNITIES SHEET OF

TOI7F8AY
SAY _„~n1,Y
~,r
IE141 SPF£lUF7r,/CIRA~EL ELTER S~iAl1~ ~ Of~
w11H 30' YN OF EOiFfANCEO OtIFPFA STRP ~ ~ y xT-e' n-a'
LEV4t ~RF,VOFR/CRA1El FLiFA s~i/u~ o~ wtN ~ MN of ENNadLED BUfFFR mar s1E 6 srABtlffD ' >Q . TB' n . iB' DAY
x2 - TB' Y2 IEVFi Fua+
D-r wTN x' em+ oP Etalwcm atrTA sTRP ~•e' n•a•
x2.16' Y2-1E' D-r CU71ET PFE
dI11ET PPE - - ~
f _ ~ WnEE
OUIIET PPE +as (roP oP RKER)
OUDFT c E11VV ~ + +3.0 (YU1FR 9JPFACfl
+4.0 (TOP OF RtSF1s) c ~ ELEVg• i~~ +D.O (WATER 9JRFACE} OU7lF1 x
I fM~ X v ~ 2Kf (PP 600 (BOTT011 OF POID) 2TBB.0 (TOP aF RSFR/'N.ATER 5JAF
X P N VIEW ~ . _._=r II LA _ _ CCX
X v ~t 24'/ CPP ppp (gpTNY OF PpO} I~ PLAN VIEW ~~II X
t1=X a~w. ~ a~ OUTLET STRUCTURE ANIISEEP z4'~ caP Ott--~ z,B~.o (eons! av Pow)
OUTLET STRUCTURE 'XI X PLAN VIEW ANnsEFp caLAR ttX ~.rr. PLAN VIEW I, ' ,-T- ~R~ fBARS sEE KLAN EoR (N.T.S) s I aPENEas LEr+cn+ a rn0m w Pow
aw TRASH RAC!(J t BARS (N.T.S.) wQDyFO ~ t SEE PUN FOR Y , 1D1G1N d 1AD1H Cf POND OUTLET STRUCTURE of PoND ~°0)
ANDSEEP C%x.LNt TOP ~ Pp~ ~y . x.6,0) ~W - RAIX 4 9V6 _ 5~ aAN POR rat tENOTH . so' . u11=11N=" 11ll=u{I-
wEtDlY. R/6'z C SFE PlA EfERC[Nf.Y I 5 CPp~, tENOTN 4 YAO SPLLwAY LENGTH 4 YADTH OF PUA ° ° o ° oo ) ~CntCE~.AL OU1LE'T RE ~~Y 3 ~ =NI7 _ l II I _ ~~~~4o?~s~8aro t
~ If1lOTH ED' ~ III=1111 JIII=111 ~ BET61 SW1 9E VHSCAPFD iDREHAY 3 II1L110= - TO OONDEAL W1LE'f SIRUCIURE TOP aF POND (FlEV - 21NA) -110- .IIII IIII_ =11L- ~ 111= III WATER SURFACE ELEVATION 3 __IIII ANn-SEEP CDIIAR TIN=_ 0 J f_ - ` ~ 1111
°~a°_°o~o~oa?-9~ng0~ 2 1 Ei16trE]ICY _ll{S 1111~IIII= °°III= 1 III- II ~ SINFACE F1FYA71C11 J ~1N1 II~1=_ - - 3~ ~ =_~IIII YEFt LENOTN ~20 _ IN=1111=1111=116_ 3 ~ (SEE DETAIL) r1,= - - - CONC. ~ IIIi _ _ _ - ~1 YN S1aRAC£ (5.4 ACRE-{7) 1 , _ w
~ _nl( ~nsEE~DEralj~ ~ _ ,°~°~8°w h wA1EN sER~nc f ~ _ _ - ~ I--z-I - = 0. - lld=lm_ t~AOwuL = oaa) gnPC ~ sL~E sa>E ~=nu WATER SEKNCE ELEVATON ~ - - - PIpE (t6'1 _ _ - _ _ - - - a~ - - II_ull -Ilu=uu_ _Iill-un_ =1 ~ s
116 _ - ~ 1 _116 _~~6_ _16I_~~6_ _II~~_ ruDwa.l _ _ - - - gOPE _ = s.aPE saPE 3 _=ull Ilu= PPE (yd1 DPP} _ _ - - _ ANn-SEEP couAN . 3 n'~'- _ - - - - STRUCiUE
- _ _ n=_Di~ =11i~=111i~°IUI=_II'~1= =11ii=11u= CONC =1111 ~ - 1 °~~BP, = ANTIELATATlON BLOGC ~ S10PE ~ 11 CY dF [ANCAETE (YN)
~ _ - HEADWALL _ _ - - - _ o - - SLOPE _SDPE SLOPE ANIFLO1ATfON BIOCx - q~ytFT PfE (18'! CAP) = IIII=IIII° =IIII=1111 `II =IIII- ~ V'~ ~
1.2 a oP CONCAEIE (v<+.l _ _ _ - - - _ _ u=uii Ilii~~li~ =liu=llu= soFC1m Fu PLACfD - - - - ~ SPABIIgD OUnET wTES T) 07fITRACIOR SHAH. AL1Aw FOR POSTAE DRN+cf NTa UJTLET STRJCTUE YN TO' lAN6 BY 5 WOE 2j ~ AAP APRON SHNL BE R6l01ED CNCF SITE 5 STAB11ff'D
N LIVERS AND CpPAC1ED NOTES; T) (iX11RACTOR SHALL AliD11 FOR P09D1E ORAIK~ NIO OUIlFT S7RUCTlFE a11FlATATKN BLACK ESO • C YN ~ ql~ STRUC7UF~ SHU1 HAVE A WATER RELEASE VA11f SO POw YAY BE CA1pLETELY DRAlED
I~N~' 1~i ~sr 7 YoE 2} fQ' RM APRON sNAU eE Ro~01m oNCE sTE IS S1Aauffn z3 cY aP 1E QIL} d60 • 9' 1!t OIJIiET STRUCTUNE Shall NAVE A wA1ER RElE1SE VALVE SEtECiFD Fx1 PLACID N G1ER5 A![1 CCWACTFD 4J ALL PWTTNOS 9iAL1 BE N A~NANCE wTH NEaErdi 'BEST YANAQYEhT PRACTICES'
50 POND MAY BE CCiPlEiF1Y ORA/!D 4) ALL PUNINCS SHALL BE N ACCDIakUhKE iwiH NCDEHt 'BEST YANAflEN1 PRACTCf3' STABII2ED OUtlET NOIFS 1) CONTRACTOR SNAll AU.ON fOR POSTRVE DRANOE NTO OUI1Ff SBd1CTl WN6£ NTO OU1lFE STRUCTURE MANUAL REFflt 10 YANUAL fOR SPECES ~ ~ ~ BOTttlld OF POw SHALL eE A WIUY OF 1' ABOVE YN1ER TARE
MANUAL PETER TO MANUAL FOR SPDCES hK 10' LCNO 6Y 5 WOE ~ RP RAP !f'ROhI SHMl BE YL01ED ONCE SRE IS STABl1ffD tuTLEt s1TalCTUAE sNALL NAVE A WATER RELEASE 1uLYE BOTFOY OF POND 9LUl. BE A MNMII aF i• ABOVE YM7EA TABLE ~ - ~ IN. 50 Pp0 YAY BE COYPIEIELY DRMfD POND @ HOLE 1 WET POND
Xitfl IICCENR 'BEST YAlU9ENT PRACII~ (N.T.S)
T I C E GREEN WET POND 4) Au PLANTIN05 SHALL aE N ACCQ47NANCE wfDi NCOENR 'BEST Mauc POND @ P R AC hw~AL R~R,~ Poa ~E>a i BOT10Y OF POND SNa1 BE A IIMAI CF 1' ABOVE IYAIER TAdE 1' ABOVE WATER TABIE
(N.T.S.)
POND_ @ HOLE 2 WET POND' +ET POND
(N.T.S.)
Y2 2'
SPILLWAY W/
RIP RAP
F _
iv +1.5' + 0. W w s
BERM o o J J , QO
~ ~
1
CHANNEL - -
Y1 ~ --OUTLET PIPE
OUTLET PIPE N I _ X , ! +
SEE SCHEDULE X - - SQUARE PREFORMED SC:,uR HOLE
50' CHANNEL _ SOW y _
_ ~i 8" TOP OF POND: ELEV = 22~ ELEV = 2238.00
I T M OF WEIR : ELEV = BOT 0 =1R: ELEV = 2235.50 r
- ~ l ~g
+1 + F( ~ N 'S Off, " BERM ~ ~
~
o EX. 6"~ OUTLET PIPE PLAN VIEW ~ TYPE Y1 Y2 X1 X2 D WEIR LENGTH
WITH GATE VALVE lET41 SFREAOEA/CfiAVEL FLTFR RIP RAP APRON AT OURFT
1 h.5' 13.5' 4.5' 13.5' 1.5' 21' WiH SD' W aF FIHANCID fiI1FFFR SiPP SHALL Bf Rfl10LRD gICE ~ . ~ YT - B, STIE x STAeIl3.a
2 6' 18' 6' 18' 2' 28' ap.TB' n•TK
, 42' 3 9 27 9 27 3
2' OUTLET PFE -
YIN. COVER RIVER STONE W SPILLWAY W/
THIN LAYER OF TOP S IL RIP RAP AND HYDRO SEED ' "U~, OUTLET SIRUCTUIF
„ ($b~J a + _ +4.1 (TOP aF RISER)
OUTLET PIPE •t;, 6 RIVER STONE ENHANCE NATURAL BUFFER WITH PLANTINGS LE EOTEXTILE FABRIC FOR THE FIRST 25 , WHERE APPLICABLE, TO IMPROVE SEE SCHEDU W W = ~BEeBP~ ELLEEVV I~"`"'a {20~ Y DPt7eNOs ElEY. +t.00 omooovomo
TRAPPING EFFICIENCY ~ a o J ~ Qo X ~ {PI~_Y oPENNOS
~ o- o ar cn ~ E1~F! t0. °roxom°mo X X I , aoo (BOtmY of Paw)
yl I n II PLAN VIEW L_ - , tCX , ~ ~ t B' aPET~os ~L~v • +aoo
6 DIA. RIP-RAP CORE a
cEOTExTnE FABRIC r OUTLET PIPE A"n~~ L1AR TRA9IRA« .BARS OUTLET STRUCTURE r~ELae1a w/e~ e' SEE PLAN PaR
y. I OPp~ LENGTH a won+ of PoNB (N.T.S)
mP of Pow (ETEV - +u) y I nmEr stRUCR~RE
CROSS-SECTION SPLLMAY R tFHCR~ 20' = IfI-IIII=1111=IIII- ~ CRY 511A11 EE LNOSGPED ~°1111=lpi~-
50' °~o°°~°~. o ~~8 a~~ O TD CONCEAL WnET STAlIC1URE 3
NOTES _IVlis ~IIIIJIIL -INI-~T III=111 ~ S10RA(~ (21 ACRES i~ 3 -IIII IIII-_ ~I ANnsEEa caLLAR _ 3 cl`L \`\1dUp`I~{IIIIIAfflf1U14j/~/
1. GEOTEXT0.E FABPoC SHALL BE YARIFl, 5J-PAC, OR EWAL HAVING A THICKNESS of 26-~o MILS AND A GRAB STRENGTH of 40-120 IBS TOP GE POND : ELEV - 2203_ _E V _ '203. T _l~ (SEE DETAIL) - ~ _IIII - -I - ~
2 HYDRO SEED YLXTURE SHALL BE A NATIVE BLEND OF FESCUE. cY -r,~~ BOTTOM OF WEIR_ELEV = 2c GRASS SHALL BE YAINTAt4ED TO WSURE PROPER TRAPPING E1TICIEN ELEV = 2200.00 _ ~~tT~~ _ - ~ ESSI - - _ ~ w =II~~,~ lug-u~~- FVRE73AY ~ ti o 9 . . ~ 1 _ =-r--- i _ i ~liu= :Q~ 9~:
STNG BUFFER BETWEEN THE GRAVEL FlL1Elt AND THE STREAM ~ % 3. THE EXI II II
SHALL 8E LETT UNDIS1i1RBED TO ACT AS A NANRAL BUFFER TO MPROVE WATER QUALITY. y ; BUFFE3t IXTH NATIVE PLANTINGS ~i, /i ~ ~i~ 4. Wf63tE APPUCAEt.E, ENHANCE THE 15T 25. OF THE ANT1FtarATTON eL.oac SEAL
CONSULT THE NCDENR BEST MANAGEMENT PRACTICES MANUAL FOR PLANT TYPES ~ - 3 „ {b OUTLET PIP E Q 8 ALL TEMPORARY SEDt11ET1T TRAPS SHALL BE CONVERTED INTO GRAVEL FlITERS ONCE SITE IS ST/~BILIZED. ~ W I TN GATE VALVE PLACED cr aF ATE E 023412 g1ECTE0 Pu N uYTRS Af0 OO4PACTFD
8. OUTLET WETR FOR tFVO. SPREADER/(#tAVEI FlLTER WAS DESCRIED USING CPoTERIA BASED DRAMAGE AREA N V . ELEV = 219 7.5 0 NOTES T) CONTRACTOR SNA11 ALLOW FCA POSITNE DRA9?GE NTO OUTLET S1RUCIU+E sTA~n ouTTEr YN. tC Law eY 5 ruE ~ RP RAP APRON STiALL BE PF110tiED CNCE 91E a STAE~J7ID ~'•,tC ~ o
AND CRITERIA FROM SEC110N 8 OF 1HE NCRTH CAROLINA EROSION AND SEDAIENT CONTROL PLANNING AND DESIGN MANUAL MANUAL CALLS FORA 12' MINIYIRI WFJR LENGTH. mo - Y YN. ~ ALL PL4fiFX3 staL BE H ACCaRaHN1CE wTH NCCETIR 'eESr NAlLA(ALFNT PRACTCES' '~..J ~G I NE~.• ~X YNRIN. RET77i TO YAwAi FCR SPEC6S vj~`C/ ~
7. TEMPORARY SED6dENT TRAP SHALL ONLY BE TURNED 61TO A LEVEL SPREADER/GRAVEL FlLTEA ON.Y IF SITE IS STAEMLI~D. BOTTpI aF POND suu BE A YIMAI aE , ABPA: MATER TABLE q M ~ D ` \V,,~A l/Jigt'ul/lununuT+o~~~L~
POND @ HOLE 17 EXTENDED DETENTION
_ ~-•-6"~ OUTLET PIPE {N.T.S)
WITH GATE VALVE INV. ELEV = 219.3.00
(N.T.S.)
DATE
4/30/03
M MISCELLANEOUS DETAILS ~ SOLE
o ,aS NOTED
NuT covE CLIFFS WAL. ~ DR~+WN BY
o CWJ OURSE DESIGN
GOLF C I CHECKED BY
0 J a
PROJECT N0.
v, BUNCOMBE CO. NORTH CAROLINA 20001
w SHEET NO.
° 4 ISSUED FOR REVIEW AND APPROVAL. Jle ~ WHD
A 0 301 Beaverdam Rd.
THIS DRAWING AN[ SERVICE AND THE IS DRAWING AND ASSOCIATED CAD FILES ARE AN INSTRUMENT OF O Z 0 Travelers Rest. SC 29690 D-2A RVICE AND THE PROPERTY OF THE CUFFS COMMUNITIES
AND SHALL NOT E ID SHALL NOT BE USED OR REPRODUCED IN ANY WAY OTHER THAN REVISION PHONE: [phone] D S NO. DATE BY SHEET OF
AUTHORIZED BY T1 ITHORIZED BY THE CLIFFS COMMUNITIES IN WRITING. m COMMUNITIES

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~ ~ ~ ~ _ NOTE:
- ~ ~ / / \ ~ \ ' \ 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES ,o
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~ .r ~ ~ ~ ~ W ~ ~ 1, / _ ~ ~ .O ( , ti ~ ~ / ~ NOTE. ~ ~ TO INSTALL SILT FENCE ON DOWNHILL SLOPES ~ t. CONTRACTOR ro,,
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~ ' ~
~ ~ ~ ~ ~ - ~ ~ ~ ~ / 1 \ ~ ~i ~ A V ~ ~ ~ ~ \ ~ ~ ~ ~ ~ - NOTE; ~
~ ,i _ A i ~ \ ' - 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES ` ~ ~ ~
~ ~ ~ ~z~ _ _ ~ / ~ \ ~ ~ ~ A - AND ADJACENT PR P TY m ~ 0 ER LINES AS NEEDED TO CONTROL
~ ~ / ` ~ ~ _ SEDIMENT RUN-OFF. ss
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~ ~ ~ i Y ~ ~t / ~r40-~_ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ' I ~ / ~ - ~ ~ ~ ~ ~ ~ \ ~ ~ ~ I _ ~ ~ 1 ALL TRAPS WILL BE CONSTRUCTED WITHIN THE
~ ~ ~1 I DESIGNATED DISTURBED LIMITS. i ~ i ~ ~ ~ , ~ e~'~ ~ ~
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` ~ ~ i 43•' ~ ~ ti ~ ~ 2 1 ' ~ _ ~ , ' ~ 9 , 1, 1-3 1-4 CB TOrCB ~f~ 2s _ . ! 1-4 1-5 CB TO LAKE 24 51 1
~ ! ~ to svAatuer~c ~ . u ~ ; 1-5 LAKE
.t ~i ; ` - ~ OND: 18-15 AT HOL v u i 1
I ';~I~, ~ i S 22ap v ~ ~ ° R NAGE AREA: 3 ~p I !s. 1 , i, 1 N t 'l 148 1-6 1-7 CB TO CB 18 LOCATION MAP N' ~ , - _ _ . , - i 24 124 1
I ~ / S, F N ~ ~ ~ ti ~ ~ ry r~ M s~zE' S Lxs7 wx , m ~ « DISTURBED LIf~1lTS 1-7 1-8 CS TO.CB
o ~ i 57114 cf ~ d ° ~ 1-8 1-9 CB TO C8 24 156 2 s 24 91 2
1 ~ ~b" ~ RI 24 iv 2;3 ~ SPILL AY SITE: 20 CP • ~ - 1-9 1-10 CB TO TRAP r " " 16'CK.
' ~ 5~ / , ~ ~S _ 1-10 TRAP D ( ) ~ ~ , ~
, / _ ~ - 12.3 2 , Na ~ 1 ~ti: 2215 ? ~ ~ ~p gei `'SS FUTURE DEVELOPMENT 9
'I ~ , ? ~ 22 25 , , , 'A ,a„yea:, ~j 'i~/ ' N OLF 'HOLE NUMBER 2 G AREA. ,
~ ~x ~ ~ , ~ _ ~ MIN.
~1. ~ ' N ~ s~' ~z IPE SIZE LENGTH SLOPE %
,I I y ~ / ~ N w , i N i N ~ ~ y„ FROM TO STRUC URES PTY E TRAP P_.____ ~ ,
j ~t ~4i I / u b t xC ~ 18 179 1 ,w`1' 2-1 2-2 CBT4;CB
~ ~ 18 171 1 z2`~~§ . ~ 2-2 2-3 CB TQ CB -
~ ~ D: 1-5 ~AT HOLE,1 , . ~ <,N : z~a9~ . , ~ PON ~ ~ i ; ~ , ~ ~ x 'v DRAINAGE AREA: 34.32' AC ~ .'i % , - ~ ~ r ~ ~ x ~ - ~ 18 69 2 ~ ~ 2-3 2-4 CB TO CB
~ . CFS: 66.24 IFS . , ~ . v i ' ry' I 18 112 1 g , 1 ~ ° ~ 2-5 2.4 CB TO CB
~ hilN. SIZE: 202 Lx1 1 Wx3 P ' ~ 22 P ~ ~ I; ~ 2-6 2-4 CB TO CB 18 81 1 , : i . _ _ _ t# y, 24 52 1 ~ 1
' REQ;'•VOLUMEt~, 61;J76 cf ' i a ~ • / . ~ ` ! _ _ ~ ~ f~ _ / ' ~ i _ . ~ . ~ti ~ ~j / ' r ~ RISER SIZE: 24 w~ 2:3 ~y, r ~ 'j ~ "i, / v r 22 ~ y ~ 2-4 2-7 CB TO TRAP
' SPILLWAY~SIZE: 20' ~ ~ ~ ~ f; ~ ~{'~`l 2224 N Q Q _ 2-7 LAKE ~
t''~ I~ ~i ~.~rl~ AC i 1. N 1 i I • ~ . ~ / o ~d ry ~ ,o ~ ~ . ..A.. 4' CK.
~ ' ~ 2-8 TRAP ( ) I ~ ? ti
~ , /i ' / ~ ~ ~ k 2~ ti z ~
z2~.s 2.9 T B (6 CK)
`I c< 1 i. ' ,l i p J , v . ~ ~ RACTICE RANGE & HOLE NUMBER 9 ~H, 3~ GOLF AREA. P
t, 1 ~ / a j ' j ,
~ { , 1,i` j P7 ~t i . A 34y air I r % . ~1 is a ~ \ . ~0 V o MIN. a ~
~ ~ ~ ~ N ~ T SLOPE zz5i~s o UC RES PE TRAP PIPE SIZE LENG H ,s N ~ , a FROM TO STR TU ,
, ~ V t ,i 2~ '2. x , FU RE POND ~y ;
` ~ - ~ ~ ~ . B~ 2 N F ~1 ~ ~ iV ' ~ S ' ~ v I r' i ~ ' ate t + 17 FS 18 218 1 1 ~ P-1 P-2 CB TQ;CB ~ j
~ !EXIST. . o ~ ~ ~ c__........_. s 2 ' os' ` ~ 18 91 1 ti ~r ti P-4 P-5 CB TQ,CB
1 N I , ~ 1 N > h I i ~ P-6 CB TCZ C6 18 109 1 P-5
~ 'D` ~ P-6 P-2 CB TQ, CB' 18 100 1
~ U 26. I C ~ ~ 'i e' 4~ ~ 1 '`1 P-2 - P-3 CB TO hAKE SEE 18 ~ ~
• ~ ~ ~t 2202.1 22 ' N YOU DIG .N ~ - ~ BEFORE , 1 CALL
' ~ ` ROt)TE DRAINAG~~ I i ~ ~i~' ~ 2p , " ~ ~ ~ 9-1 9.2 CB TO CB 18 102 ' ~ ~ % 3~ ~cB 1s 146 1 - -632-4949
~ AROUND GOLF i ~ ~ i ;pRp'I~C7ED. ~ , ~ • ~ , ~ ~i ~ ~ v , stf ,1 AREA, _ ~ . ~`s •~;INE'fkA ~ ~ ~ ~ 1 N 9-2 9-3 CB TO - 24 263 2 ~ ~ ~ ~ 9-3A 9.3 POND TO CB
P-9 CB TO CB 18 263 2 - 9-3 08 1
I / / ,1 i - I i \ r \ 0.7 18 1 ~ ~ h 223 ` ~ P-8 P-9 CB TO CB
~ -I - " I ~ 4 ~ ~ ~ ps ` ~ I ~ N ~ 202.2 r. r, . 1 8.3 1 9 N ti~ I 2 P-9 P-10 CB TO .TRAP SEE P-14 30 87 1 o ~ ~ t.
f N i 1 2 k ~ z~ x N ~ , , ~ , TYPE D CH K X21 , ~ ~~y , N ~ 88 1
} ry o n; , 'i FOR 13,5 A I b , T ~ ti~ P-11 P-12 CB TO CB 18 r . ~GEND•
1 , 1, ~ ; N ~ I ~ ~ 0 P-12 P-13 CB TO TRAP SEE r~ 1 S 113 1 ~j /7 \ ' k
~XtST. ~ ,I ~ ~ 'ti, ~ ~ ` ~ ~x'C ~ I , i ~ 13~'' / j ~ - " 1riCK. SEDIMENT TRAP (SEE DETAIL)
~ ` ~ I N nxF~ ~ ~ , r, , N N , : ~ . ti, ~ ~ ~ ~ I ~~3~ ~ '
r 1 N,, ~ N ~ , ~ ~s ~ ~ ~.A~~ N 2 ~ , 1 ~ s ~ N ~ "A" 4'CK,
1 NI'' ~ o + a ~ P ~ .CATCH BASIN SEE DETAIL) ( 0
`'I ~ ~ ~ \ ~ 1 ! ~ N~? is ' 2225 ~ ~ ~9• ` CB TO IPE SEE 18.15 18 98 1 ti ~ Ig' 9.4 9.5 P
~ , 1 ~ '-I ~ N r, ~ .~2 t ~ I ~ 2 3 ' ~ o TYPE. D CHECK ~ v • , HEADWALL
18 121 ~1 223 ~ 9-B 9-7 CB TQ CB _
'1 1 ,FOB 11.0',AC ~ .a ~ , 11 i.. x ' ~ ~ 9-7 9-8 CBTG;pIPE SEE18-15 18 92 1 ,
i 7i ~ ~ A ~ ~ ~ ~ ~r .v ~ ~ n . . ~ > 210 ' EXIST. N ~ ,l CATCH BASIN NUMBER zzzs ~ ! 111 1
~ 1 ~ ~ . N ~ s, r ` 9-9 9-10 CB Tq CB 18 18.15 18 79 1
~ ~ ~ ~ I I ' ~ Nr A ,1 ~ r ' ~ , , ~ ~ ~ ~ 1y`s I M ' r , ~ 9-10 9.11 CB TO PIPE SEE N
i i 1 ~ Ti I i ~ I N ~ SILT FENCE ~ , ' N ° ~ RIP-RAP (SEE DETAIL)
; ~ o >r~'`o'`~~ ~~~;nt~,~ TYPE A r~ ' N , T 9-12 9-13 CB TO TRAP SEE 18.15 18 40 1 N N ~ a, J,. ~ L NBM
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Y, ; I I o N N ~ `N '222 ~ SILT FENCE 142' N ~ 0
r .i 0 p ~ Y~ a 142' ; ~ O , ~ , ti; ;n a ~ a~ - - 1 ;
X ,a N ~ ? - - 1 co i i , I l' % ~ N I ~ 1 \ ~ TLANDS
. ~ ~ ~ ~ i ~ ,i ~1 , '1 r , ~ Yti
i . , ~ a 2 c2 11 N i EXIST.. \ ~ _ ~3 \ V ' 2 ~ P OPERTY LINE a ~ 2~ R
~i! ~ o N ~ ~ ~ _ S ~ » " CHECK. 2195 ~ o as ~ . ' ~ ~ , r ~ TYPE . A O , ~ S ~ s~ tzxz~~~a; , 2215 272p _
. ' ~ N i ~ ~ ~ FOR 2.30 AC a.a o ~ ; N ~ ;._...c.. o ~ . ~ y~ ~ CLEARING LIMITS
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, q, N ~ ` . . ~ '1 ^~I O N 1 c~ _ - t
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i ~ a ~ v n ? ` ~ a N o ! ~ ~ i / 31, ~ N ~ 1 1 ~ ' ~ 9 +awumuunr~, N CAR 4,
~ N , , 9 ' ~ ~ b R~ ~
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~ ~ ~ SEAL ~
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- ~ 225 1 ,L_AKE~ I ~ ~ , ~ ~ ~ ~ ~ ~ 023412 '
DISTURBED ~i~ N ~ " " N ~ ~ ~ ~X . 7 ?
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2260 ~s w n~' ~ ~ P ' ~ GILBERT J DATE SHERRY P. ALEXANDER
i ~ ~ N ~ ~ q Mq ° ' 1 z.s BOOK 1928 PAGE 256 fi/1002 S T 2 e DEED EROSION CONTROL PLAN
, ; ~ A x N r CALE p S
fx 2262.5 ~ ~ ~ ~ M • ~ 1 ~ t ~ ~ -7 T HOLE 2`~~ ~ ~ ~ AS NOTED
- >c~ ~ POND: 2 A, ~ NT ~ I ~ DRAINAGE AREAL 7,01 AC ~;4 FN N DRAWN BY
~ _ . _ ~ ..13,04, CFS` , v P,P.F. o N I D S U
"`x--2265 , CFS: '1 ~NC tA, ~ IN. SI E: 92 Lxd6 Wx3 D . .F 1`•. / ~ ~ M Z ~ ~ f ~ CHECKED BY
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22 RISER SIZE; 18"'W/ 1.3 cY ,
SPILLWAY SIZE: i 8 WIDE q PROJECT NO. Z w
Ilk 00000, BUNCOMBE CO, NORTH CAROLINA 20001
g • I a
0 7 ISSUED FOR REVIEW AND APPROVAL. SHEET NO.
2283.7 A WHD 3
TH x SE THIS DRAWING AND AS CIATED CAD FILES ARE AN INSTRUMENT OF 301 Beaverdam Rd. z 02 Travelers Rest, SC 29690 cv- 1 SERVICE AND..THE PROPERTY OF THE CLIFFS COMMUNITIES W-1
00, AN OTHER THAN PHONE: [phone] (864) ~ AND SHALL NOT BE /USED OR REPRODUCED IN ANY WAY ~ NO. DATE BY ! REVISION SHEET OF
AL AUTHORIZED BY TH CLIFFS COMMUNITIES IN WRITING. COMMUNITIES
r

~ / / - - ~ - A \ ~ ~ / / \ \ ~ ~ ~ ~ / \ \ ~ v ~ ~ ~ . _ NOTE:
~ I ` ~ _ ~ ~ / ~ _ A ) y ~ ~ / _ ~ ~ A - ~ ~ ~ / ~ ~ ~ - 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL SLOPES ~
y \ ~ ~ \ ~>s ~ I ~ ~ 1 ~ ~ ~ ~ - AND ADJACENT PROPERTY LINES AS NEEDED TO CONTROL mA ' \ ` ~ _ SEDIMENT RUN-OFF. 2s
i A ~ _..~a ~ ~ ~ ~ ~ 1 ~ ~ ~ 2 ~ 5 ~ ~ ~ / ~ f ~ \ ~
~ ~ / I r i / l ~ ~ A I - ~ 2. SEDIMENT TRAPS ARE SHOWN ENLARGED FOR CLARITY. ,s, l
~ I - _ ~ ~ L ALL TRAPS WILL BE CONSTRUCTED WITHIN THE -
i ~ ~ ~ ~ `vv 1 ~ i , ~ D ~ / 'i - ~ ~ J ~ ( ~ . s ~ _ , ~ ~ ~ ~ DESIGNATED DISTURBED LIMITS. ~l 1 ~ ~ Q~ 1
i ~ t ~ 2332 ~ \ ~ , ~ ~ / ~ ~ I ~ ~ I r / ~ 2345 ,s~ ~ ~ ~ \ j ~ ~ ~ A• ~ - ~ ~ t t / ~ 1 - y S 1 ~ ~ \ ~ ~ y~ ~ ~ 1 ~ I 1 ~1 ~ ~ ~ ,
~ ~g ~ ~ ~ ~ / \ I i / o ~ / ~ 23a / ~ ~ ~ ~ f \ ~ ~ I
~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ a / \ ~ ` r ~ ,c ~ ' ¦ 330'r`~ w ~ ~ ~ ~ ~ ~ I • 0' i ~ ~ I
r ~ ~ r 2336 2325 ~ ~ ~ ~ ~ ~ ~ y 1 I ~ % ~ ,3~ ~ \ y t J Bul 1 I ~ 1 ~~~F ~ ~ ~
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j ~ A ~ ~ ~ / ~ 25.E ~ ~ ~ ~ ~ f t ~ ~ 25" ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~t
i ~ A ! 2"3fb ~ ~ / ~ v ~ / I ~ ~ M, 1 ~ ~ 26 ~ ~ _ ~ i
I I , , ~ ~ ~ \ ~ . - ~ I 1 i ~ y 2316 y ~ ~ . ~ i ~ ~ ~ ~ ~ i ~ i ~ ro ~,wwet~+o
/ / ~ I / / ~ ~ .r ~ , ~ ~ ~ 1 ~ \
! 1 1 S__._. ~ 2~ ~ / / i I, , ' ( i ~ - ~ ~ ~ GOLF AREA; HOLE NUMBER 11 LOCATION MAP I Q,
~ 1 E" "CH~CK S~. ~ / ~ ~ i ~ ! \ i \ ~ ~ L ~ I . ~ ~ ~ ~ ~ , 1
73 ~ i V ~ ~ 3 ~ ~ ~ ~ V ~ A. C V ~ 1 I ~ ~ ~ ) ~ ~ / ~ ~ 1 ~ ~ ~ ~ I ~ MIN. 1 ~ ~ i \ I I
~ + ~ ! ~ A - , ~ ~ ~ w 1 I \ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH l i SLOPE /o ~ s ~ s
A ~ \ ~ ~ l ~ s ~ a . ~ l , ~ i ~l ~I ~ _ \ 1 ~ I
I ~ ~ I ~ ~ ~ s i ~ a~ v / / N' ~ ~ ~ ~ ~ V ^ ~ ~ t ~ 1 j A 1,:. ~ ~ 2 11 A j ~ r ~ ~ ~ I ~ TRAP A (4 CK.} NA ~ 11-1 11-2 CB TO TRAP NA 18 50 1
i ~ / y A .,r ~ ~ / / ~ / - ~ i ~ U O ~ - ~ c~ ~ ~ ~ i ~ - \ 1 ~ ~ ` 11-2 TRAP "A" 4' CK. NA
r ~ ~ ! ~ O ( ) = 1 ~ 1 A ~ ~ 11-3 11-4 CB TO CB NA 18 80 1
~ ~ t~ i Ey1CE~~, TYPE A CHE . ~ ~ ~ ~ ~ ~ \ ~ . / ~ ~ ~ i I FOR 0,89 AC ~ ' i ~ 1 ~ \ ~ ~ A 11-4 11-5 CB TO CB NA 18 83 1
~ ~ A 11-5 11-6 CB TO TRAP NA 18 ~ ~ 25
- ~ ~ 31 y ~ x}`2312 , ~ ~ ~ I \ 11-6 T ~ ~ ~ ~ ~ RAP A {4 CK.)
x 2338.0 ~ ~ ~ ~ ~ ~ ~5~ ? ~ i ti ~
~ I STU 8ED U 'fS I ~ ~ / C J { ~ ~ ~ r ~ ~ ~ ~ ~ I ;
~ ~ ~ ~ ~ 1 i ~ ~ ~ i ~ TYRE CHE i ~ ~ ~ ~ ~ ~ Ili ~ GOLF AREA: HOLE NUMBER 12
I ROUTE .DRAINAGE I y FOR 4,5 AC ~ ~ ~ i ' 1 ~o ~ ~ ~ I / ~ , AROUND GOLF v ~ ~ ~ I ~ ~ \ ~ i ~ ~ ~ ~ I i \ ~ ` ! ~ ~ ~ i 1 \
~ 1 AREA ~I'~.I ~ ~ ~ ~ I ~ i , y ~ I ~ W , 'TYPE C4' CH C \ ~ ~ i' ~ I 1 ~ , , ~ I 'i ~ MIN.
FDR 3~7 ~ ~ r ~ ~ l i ~ v 6 AC ~ ~ a ~ / ~ ~ ~ ~ ~ ~ i ! 2349.2 i ~ ~ p v1 i I l i ~ ~ FROM TO STRUCTURES TYPE TRAP PIPE SIZE LENGTH SLOPE
i ~ ~ ~ ~ x ~ \ j l A 1 ~ ~ 1 ~n ~ ~ ~ / ~ ~ ~0 ~ l ~ i ~ ~ off l
~ ~ / ~ y A ~ jn j / ~ ~ / , ~ ~ ~ ~ ~ ~ y ~ ~ - - , ! I 12 1 12 2 CB TO TRAP NA 18 40 1
i ~ I ~ i i 12-2 TRAP A (4 CK.) NA i ~ ~ i
/ i ~I, ~ ~ ~ ~ \ ~ I ~ ~ / I ~ I I ~ ! , ~ i ~ 12-3 12-4 CB TO TRAP NA 18 51 1
,n , ~ ~ V ~ Z 292 ~ I ~ ~ _ / ~ ~ ~ ~ ~ / I / ~ / i rti'~ ~ ~ L, ~ 1 ~ ! ~ ~ ! 12-4 TRAP "A" 4' CK. 1, 1 ( ) NA i ~
~ ~ ~ ! ~ ' 12-5 12-6 CB TO CB NA ! I , i ~ ~ 18 128
J ~ o ~ i ~ ~ i~ / t 229 ~ ~ I ~ ~ _ ~ w ~ ~ ~ y ! o ~ ~ b, i y iL FE SCE?-~, \ ~ ~ ~ ~ ~ ~ 12-6 12-7 CB TO TRAP NA 18 1 l , , 01 1 iL FE ~CEi-~ ~ \ ~
~ ~ ~ E g ~ ~ ~ r I I ~ i ~ ~ 12-7 TRAP A (4 CK.) NA ~ ~ ~ ~ I ~ 12-8 B TO T
N ~ v ~ ~ ~ ~ 1 1 4 t i ~ ~ 1 ~ ~ ~ ~ ~ i ~ DIST RBc6 ~lh'tA ~ ~ ~ ~ ~ r ~ ~ I ~ ~ ~ ~ 12-9 C RAP NA 18 101 1 ~ ' I ! ~ \ \ ~ 12-9 TRAP "A" (4' CK.) NA
. ~ 1 , y 2297 ~ ~ ~ ~ ~ ~ ~ ~ i , ~ 4 1 ~ •A` ~ I i ~ / ~ I ; ! ~ ~ 1 12-10 12-11 CB TO CB NA 18 1 ~ 12 1
. ~ ~ ~ ~ ~ FOR 7 AC A s y -a r a ~ \ / I ,i ~ ~ i ~ / ~ ~ y l , , X12 12-14 CB TO CB NA 18 86 1
~ ~ l ~ ~ c, ~ ~ v ~ ~ i ~ 4~' ~ TYPE B ~ 228,5 1 ° ~ ~ ~ I / i I A ~C ~ ! N ~ ~ ~ ~ - I ~ i ! ~ 12-14 12-11 CB TO CB NA 18 84 1
- ~ ~ FOR 5,33 ~ 1 1 I ~ 1 ~ I \ i i i ~ i ' ~ 12-11 12-12 CB TO TRAP NA 18 74 2
r - ~ ~ ! I ~ ~ ~ ~ ~ '1 ~ ~ ~ ~ ~ / ~ X29 ~ S ~ I 1 A ~ ~ \ ~ r I i ! j i ~ 12-12 TRAP "A" (4' CK.) ~ G
y ~ ~ ~ ~ i \ ' ~ ~ TYPE "A HE K i ~ "l ! J ~r~ I ~ ~ CALL BEFORE YOU D ! ; ~ ,
~ FDR O.f4 . C I I i ~ I ~ ~ , 1-800-632-4949 ~ 1
~ i 1 ~ 1. ~1, GOLF AREA: HOLE NUMBER 13 ~ ~ 1 ~ ~ ~
i
9 ~ ~ MIN.
~ v w ~ ~ 'y ~ ~ / i ~ , ~ ~ ~ , ~ I , - j ~ ~ .i . , ~ FROM TO STRUCTUR S o E TYPE TRAP PIPE SIZE LENGTH SLOPE /o
~ - - x 223, zo ! ~ ~ ' ~ TYPE 'Ar CHECK-""^- _ ~ U .04~ AC EL GEND: 1
i ~ ~ ~ TRAP \
y ~ l ~ o - ~ ~ ~ < ~E A C 1 ~ ~ ~ V ~ ~ y~ „ ~ ~ ~ FOR 0.63 A 1 1 ~ i ~ i i ~ I ~ 13-1 13-2 CB TO CB 18 132 1
A ~ N ~ ~ ~ V ~ 1 ' ~ i ~ 13-2 13-3 CB TO TRAP -r-. t - ~ 18 48 2 ~ SEDIMENT TRAP (SEE DETAIL)
V ~ ~ / ilk ~ I ~ 'i ~ ~ ~ ~ ~ ~ ~ _ ~ ' ! ~ i i ~ 13-3 TRAP "A" 4' CK. ~ ~ ( ) ~ ~ i ~ ~ I ~ ~ ~ i 13-4A 13-4 END TO CB 18 47 2
~ A I, RQUTL DRAT AGE'. ~ ~ i, o SI~t FED CE 2~ ~ ~ ~ i < i ! zs, ~.a 13-4 13-5 CB TO CB 18 174 ~ CATCH BASIN (SEE DETAIL)
~ ~ , ~ ~ ~ AROUf~p,GO ~ f ~ x~ S~lr ~ E~dC" 2 ? 1 i ~ I X ~ 13-5 13-6 CB TO TRAP 24 121 1
~ ~ i A , .A, ~ ~ ~i , I \ I I ~ ~ 2275 ~ + ~ ~ . ~ O N ~ , . ~ ~ ~ I ~ ~ ~ ~ i 2274 s ~ ~ ~ 1 ~ ~ ~ / ~ v ~ ~ I I , ~ / RAP "B" 4' CK. _ 13-6 T ( ) RIP RAP (SEE DETAIL)
~ ~ ~ ; / ~ / } w 2290 ~ ~ I l , A~ ~ ~ i ~ _ \ ~ / ~ y I ~A~ ~ / \ _ r / ~ ~ ' ~ 0 ~ i 13-7 13-8 CB T TRAP 18 l I ! 49 1
i 1 ~ . ~ ~ 1 ' ~ ~ 229 a ~ I ~ 1 , ~ ~ ~ 13-8 TRAP "A" (4' CK.)
I ~ 1 U I 1 1 "A CHECK E ~ CHECK &s \ ; ~ ~ ~ i ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ F R D.66 G ~ FO 0, 1 A ~ ~ ~ ! , I ~ FLOW PATH (TYPE B , ~ ~ ~ ~ " 13-9 13-10 CB TO TRAP 18 101 I ~ ' ~ 1 UNLESS NOTED OTHERWISE
~ ~ ~ ) 13-10 TRAP A (4 CK.)
t ~ ~ 1~ ~ t o i / / ~ 1 1 ~ ! X13-11 13-12 CB TO TRAP 18 94 1 SILT FENCE
t ~ x ~ ~ 2281 / , . , 21.9 ~ ~ ~ ~ / ~ ~ ~ ~ ' ~ ~ ~ ! iN, ~ ~ ~ RDU RAIN GE i ' ~ ~ ; ~ 13-12 TRAP "A" 4' CK. ( )
~ ~ < ~ A v ~ ~ ~y ~ ~ ~ r I I 4 ~ ARDU D GOLF ~ ~ i ~ ~ ~ - / 13-13 13-14 CB TO CB 18 93 1 WETLANDS /
h ~ ~ ~ ~o ~ ~ r ~ ~ ~ f ~ ~ X86 l i ~ ~ ~ , ~ r' N ~ l I ( ~ ' ~ ~ ,l i ~ ~ i 13-14 13-15 CB TO TRAP 18 43 1
29 ~ ~ ~ , ~ N ~ , / ' l ~ ~ ~ ~ ~ ~ i T FENCE-~ ~ ~ i i ~ 1 ~ ~ ! / ~ I ~ ~ ~ 13-16 13-17 CB TO TRAP 18 58 1 RIGHT OF WAY LINE i i i
- _ ~ / 1 ~ n 226 ~ 228 / i ' ~ ~ ~ ~ ~ 13-17 TRAP "A" 4' CK. i i. ~ ( ) ! ~ PROPERTY LINE
~ \ ~ ~ - 1 ~ ~ ~ I , I ~ A, i / ~ \ ~ / / ~ ~ !i i ~ ~ w
~ ~ ~ ~ l ~ , - L ~ / to ~ i ~ ~ j I \ ~A,,~ ~ .a f f \ ~ ~ ~ 1 / ~ ~ r r ~ ~ ! / / l ~ ~ D'Er~~C1~5 a~ ~,.,Q.e,~. A~,>^ o~v~as .~hrai..~. 43 IB ~ ~ -CLEARING LIMITS ~ / ~
~ \ ; ~ l ~ l . i I / ~ / ~ l
2297 ~ A ~ ~ ~ ~ ~ , I , I i J ~ v ~ '>a~ I ~ ~ ~ ~ ~ r i ~ ~ / ~ 1 1
d~ sv i v, ~ 4 i ~ ~ ~ ~ ~ ~ i l ~~V ~ I ~ ~ ~ I J ~ i ~ v A, ~ rn ~ ~ ~ - ~ ~~i V ~ ~ I ~ ~ ~ ~ ~ ~ ~A \ / / \o ~ ~ A CHECK ~ i ~ / / I ~ ~
~ ~ ~ V ~ ; i i gyp, _ v ~ ~ ~ ~ y ,l ~ ~ OR 2.05 AC , I / ~ I '
\ / i
U~ ~ ~ i ' T ~ ~ ~ ' SIL FE~dCE ~ ~ ~ ~ ~ i P ~ ~ 1 ' ; j ~ It ` ~ i i
~ ~ ~ A ~s,~ ~ ~ ~ ~A , A ~ ~ / 16 \ l l ~ 1 \ / ~ ~ ~ 261 ~ \ ~ ~ ~ 1
W A \ ~ ~ _ v ~ ~ i, / ,
~ ~ ~ nag ~ ~ x`°`z. ~ ~ 'a ~ r, f nr ~ ~ ~ l A / ~ i~~ ~ ~ G ~ ~ I v ~ i ~ ~ ~ ~ FDR t ~ \ V ~ / ~ ~ i i i ~.1 ~ ~ i ~ ~ ~ 1 f ~ ~ ~l~` ~ , ~ ~ lIl
~ ~__-DISTURBED LIMITS s' ~ + r 11 l ~ \ 2274 > . m XIST NG ~ ~ v I r ~ ~ a s ~ I ~ ~ sa / ~ ~ ~ / ~ ~ ~ ~ ~ ;
~A o A ~ ~ ~ ~ ~ ~ 1 ~ / ~ ~o~ ~
Z ~ ~ / ~ ~ ~ ~ t ~ 276 \ ~ ~ , ~ ~ / ~~~r F~~,cE - / ~ ~ ~ ~ ~ / , ~ . ~ ~ i/ ~ ~ ; ~ ~
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~ ~ 2 ~ r+ ~ \ V~ 5 ~ ~ , N i I rn N~ ~ I . / ~ ~ ~ , ~ ~ / ~ ~I
s / ~ ~ ~ I, ~ ~ I ~ ~ ~ 22 ~ y ~ / r ~ 1 ~ ~ t 1 \ ~ , y o N I / ~ ~ ~ / ~ ~ 291 , , , / / i
~ ~ _ - ~ ~ ~ 1 Y ro ~ ~ ~ _ ROUTE DRAINAGE y I ~ ~ rte,,, ~ ~ A ~ N ~ + 0 . 5 . - ~ ~ ~ I 2 ~ ~ ~ AROUND GDIf f~ , ~ ~ ~ l N~/ ~ / ~II ~ '
2~ ~ xw BS AREA ~ ' ~ I , m ~ CHEC ~ i ' ~ y / ~ / , ~ I GRAPHIC SCALE I , i I ~ 1
~ ~ \ ~ ,03 I / ~ A ~ , y ~ ~ Z ~ ~ \ , ~ . A ~ ~ ? ~ ~ ~ ~ ~ / / / ~ ~ ~ ~ j I 100 0 50 100 200 100 ~ ~ ~
/ ~ \ ~ 1 ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ I 1~~~ ~ ~ 1
A ~ - ~ ~ ~ ~ ROUTE D~AINAGE~ ~ f . i o ti V ~ ~ i. U ~ \ ~ ~ ~1 ~ ~ A ECK a, A / I ~ w I ~ AROUND GOLF ~ / / 28~ ,x, 1 ~ A ~ ~ I AREA / i ~ , / / ~ ~ i f.-.;_-._
~ ~ ~ ~ ~ t / i + ~ / ~ ~ ~ (W FEET )
N 2 ~ ~ / ~ ~ l ~ I t ~ I ~ I 1 inch = 140 it- ' ~~r
n - ) i1 o i ~ - / ~ \ ~ r, i ~ I ~ ~ ~ cE- \ ~ ;~r - ` ' ~ ' ~ r ~ ~ ~ ~ ~ DATE _ ~~j i
v ^i A ~ ~ ~ y 22s~ w ~ ~ I 6 10 02 EROSION CONTROL PLAN ~ ~
/ • ~ N ' l ~ ~ o / ~ , ' ~ ; : ~ SCALE
~ _ ~ ~ I / ~ rr ~ ~ / ~ ~ ~ ~ ~ , , ~ AS NOTED
9 ~0 ~ ~ ~ ~ 0 ~ ~ \ ~ - ~ CLIFFS WALNUT COVE / -i ~ ~ ~ DRAWN BY
~ ~ ~ ~ ~ ~ - 226 3 ! ~ 4 ~ A y \ ~ ~ i ~ y l ~ ~ ~ ~ ~ ~ r I ~ GOLF COURSE DESI N P.P.F. G
~ ~ s 1125 ~ ~ ~ ~ ~ , / i i ~ ~ ' ~ I l , o ~ ~ ~ ~ ~ ~ ~ I C ~ ~ ~ pp"" 1 CHECKED BY
~ D V \ ~ i ~ 'r ib' ~ I ~ 1, ~ ~ V ~ ~ V / V ~ ~ h 4 ~ o 1, 1 \ a E 2 CX. 3 s / / ~ ~ ~
A ~ v ,,.~-a ~ ~ ~ /f.~`~~s.w ~ / ~ / ~ l 1 :n ~ V~ ~ ~ i 9 ti ~ 1, ;~I - z B STORM DRAIN ADDITION PROJECT N0.
i' ~ ~ / ~ ~ ~ a WHD 0 02 BUNCOMBE CO. NORTH CAROLINA 20001
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~ \ \ ~ ' ~ - - NOTE; SLOPES ~ ~ ~ ~ ~ 1. CONTRACTOR TO INSTALL SILT FENCE ON DOWNHILL m „
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SEE THIS DRAWING AND ASSOCI) / Travelers Rest SC 29690 VG AND ASSOCIATED CAD FILES ARE 301 Beaverdam Rd.
SERVICE AND THE PROPER1 u PHONE: [phone] SHEEP aF D THE PROPERTY OF THE CLIFFS COMM NITIES INSTRUMENT OF O Z d2 REVISION
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'POND; 2-7 AT HOLE 2` . N 4, TF ~ DRAWN BY
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RISER SIZE; 18",'W/ 1.3 cy VA MV
SPILLWAY SIZE: 8' WIDE PROJECT NO. z 1
Ilk, BUNCOMBE CO. NORTH CAROLINA 2000 ~
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~3 0 7 ISSUED FOR REVIEW AND APPROVAL.. SHEET NO.
2283.7 A WHD • 301 Beaverdam Rd. i
ANb.THE F > DRAWING. AND AS CIATED CAD FILES ARE AN INSTRUMENT OF d Z 02 Travelers Rest, SC 29690 VICE LL AND NONE PR/Cf PERTY OF THE CLIFFS COMMUNITIES w 836-1120
ALL NOT BE IN ANY WA VISION cv- 1 Y OTHER THAN SHALL N Y BE /USED OR REPRODUCED IL N0. DATE BY RED PHONE: (864) SHEET OF
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/ i ~ ~ ~ ~ 1 I n ~ ~ _ DATE
~ A ~ p ~ _ ~ ~ ~ ~ / ~ ~ ! ~ i ' 6~10~02
O 1 . ~ ~ ~ ,xl 12263 v , ~ ~ ~ ~r,-- ' ~ EROSION CONTROL PLAN 1 ~ a SCALE
~ ~ \ ~ ~ ~ v~r 1 l h o 1 l ~ ~ I ~ AS NOTED
m. u ~ ~ ~ 1 \,.~=m,:~ ~ s ~ ~ 1 ~ ~'i~ i - ti's ~ ~ A ~ - N~ ~C~, ~ - ~ ' ; ~ ~ NUT COVE LIFFS WAL C ti~ ~ ~ ! ~\,ti~ DRAWN BY
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C~~~'k~ ~E",CY4~ ~ A ' ~1 . #n---_a 1 ~ r a m C~ , '~I , . ~ ~ ~ ~ ; ~ , , / / /1 i / /1 G ~ '/`i ~ ~ ~ ~ z a L _ u2in STORM GRAIN ADDITION _
~ 441 , % C CA -v /R.~ v Il I i _ }U ' j w vv~I u BUNCOMBE CO. NORTH CAROLINA 2001
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FOR CONTINUATION SEE -4 /ate SHEET NO. 0 6 ISSUED FOR REVIEW AND APPROVAL. c, A / WHD VAIA
301 Beaverdam Rd. ASSOCIATED CAD FILES ARE AN INSTRUMENT OF 0 02 Travelers Rest SC 29690 -
THIS DRAWING AND ASSOCIATED CAD SERVICE AND THE PROPERTY OF THE ZOPERTY OF THE CLIFFS COMMUNITIES
AND SHALL NOT BE USED OR REPRO USED OR REPRODUCED IN ANY WAY OTHER THAN U-i BY REVISION PHONE: [phone]
AUTHORIZED BY THE CLIFFS COMMUN CLIFFS COMMUNITIES IN WRITING. L NO. DATE SHEET OF COMMUNITIES

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~ GRAPHIC SCALE
~ ~ ~ i I ~ ~ , ~ ~ 7 - DISTURBED LIMITS ' ~ POND: AT 6-15 AND 6-20 ON HOLE
i ~ ~ I ~ - ~ ~ DRAINAGE AREA: 9.82
~ / ~ CFS: 23.01 F
~ , ~I ~ I~~ ~ ~ , 1 ~ i MIN. SIZE: 204 Lx102~Wx3'D
\'~x ~ TYPE B, CHE K ~ i ~ ~ - ~ ~ REO, VOLUME: 65340 C.F. FO 3.15 ~ ~ RISER SIZE: 21 ( >N ~>;r )
Iniv3 ~ ~ i ~ ~ ~ / SPILLWAY SIZE: 10 ~ i 1 inch = 100 it,
I ~ h ~ ~ ~ ~ OUTLET PIPE SIZE: 18
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~ ~ 1 ~ \ ~ i ~ i ~ ~ ~ / i
DATE
r i ~ ~ ~ ~ ~ - ~ ~ a 6/10/02 o _
~ SCALE
5 5 ON HOLE 5 ~ ~ 2ies~-~ - # ~ ( x rn AS NOTED CLIFFS WALNUT COVE
~a.eo ~ ~ ~ ~ ~ / ~ ~ 11.24 i ~ ~ i; i c ~ ~ I ~ DRAWN BY
- J ~ 76'Lx38'Wx3' i i ~ / 0•,75 % C~ J L_ ~ GOLF C OURSE DESIGN P.P.F. 0
~ ~ % ~ ~ / 8,640 C,F, I \ _ / - ~ a MAST CHECKED BY ER PLA
2a' 1 ~ ~ N
10' B 9 STORM DRAIN ADDITION
~i 18" a WHD _
0 402 PROJECT NO. BUNCOMBE CO. NORTH CAROLINA 20001
0 8/ 0 A WHD ISSUED FOR REVIEW AND APPROVAL. SHEET NO.
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