20070666 Ver 3_Stormwater Site Plans_20080620

_ _ _ _ _ _ _ _ _ _
~aroTr~s} Na. L1ATE SY REYlSION
}t t `
END EXISTING R/W - 45f 3 NEUSE RNER~ ~ ~ ~ ~ ~ N
_ ~ c&c ROPOSED R/W ~s - 12 fN-Z9$. 7;~ n N ~N°o R1PARIAN.BUFFER = ~
e t2« VCP ~ 6Z m ~
MN o FOREST R TOP= 06.0 b Q. 36
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ZONE2- a~w ~
V.. sic _ ~ BROUGHT{ ;4 ; 15_ _ T~ ~ W iROUGNTON ~~OPtR~IES ~-1 ~ ~
a ~ ~R 31 ~R 3f~~ PG ~~0 _ ~ ~ 4 _ ~ ~~0 ~ ~
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RECONSTftt1CT srn t~+~s~ _ ~ A _ ~F
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. \ - ~ ~Z r~
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_ . D EXISTING R/ _ 3e
EGlN PROPOSED R!W r~a~~o s`~.
_ _ _ 080 ~ ~
~ ~ _ ~ ~ ~ 1
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FfNRS-1.2~3~IV~V _ _ - Y" ~ ~ ~ t
_ fl - l4° 19'..26.2' 6
~ 1 b ~ i dt01J SF
Z = 166.52 R ~ R ~ \ ~ S 8~ °3 E 4,~~ w _ ~
_ _ T = 64.48 ~ _ \ ° 81a0 , ~ ~ z Z-
_ _ BROUGNTON & BAILEY ~ - R --.400.00' ~ s ~ ~ 1
DB X0569 PG 937 0 ~ ~ 7l1°
c ~ n _ v 1 ~ ~ -
_ _ _ ~ V - Bf' ~ \ ,
LEGEND t~ _ _ _ ~ ~ _ ~ BROU HTON PROPERTIES . ~ _ ~
z ~ ~ ~ e£ , \ _L = 14.28 ~
B 3273 PG 235 SILT FENCE ~ _ ~ N \
W PROPOSED WATER LINE ~ 1 h rO' ~ ~ ~ R 4D.00'
~ `1
PROPOSED VALVE ~7C71' TH1gC _ r~ 1 ~
_ F- r~ 0 FUTURE VALVE ' ' _ _ 1 \ \ , y ~ ~r t~-r ~ .
~ ~
~ ~ PROPOSED FlRE HYDRANT (FH) ~ ~ ~ = 2~s:orr W ~
V ° D , ~ 10>~~4
PROPOSED BLOW OFF ASSEMBLY - ~ - ~ X ~ ~ 0 24"RCY ~ ar ~*s M ~ r
_ ~ S$ PROPOSED SEINER LINE. ~
t _ _ Q ~ ~ '
PROPOSED SS MH _ - - - ~ - ~o-r~reurt~utut~e M~N3EA - - _
ff~ 5-2.2280 SFA181(. EXISTING SS r : j SFM~IC ~ I ~ d ~
05 ~ _ 5 _ _ ~ 3390 -
- o u _ _ 3389E3' ~ ~ _ ~ _ N .
~ . ~ ~ -T-- J _ _
3 u _.~.rf - 'vV-. P , , =2~.orr w 3 J w ~ ~ ~
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" RE ENT T A OMMODATE ACCESS CROSS ACCESS AG 0 CC ~ . _ ~ rr,~au~ss,~ rrss. ~
F ~ ITE PLANS F R LOTS 12 & 13. ~ 1MTH DEVELOPMENT O S O ~ _
WAKE COo BOARD /a BOARD OF EDUCATION PREL11~1~#~ARY PLANS - ' ~
DB 21289 AoPe SOUTHEAST PORTFOLLO PARTNERS ~B 21289 PGa g7 ~ a ~o ~ so
DB 5893q PGs 83 ~C~T F~~R CC3NST~~JCT~ON - a.
_ _
R/W R/W A/
B 0 ~ ~ ~lq~, 3.5' O C 2.5' --3,5' I 5`
_ _33Q _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _
SLOPE `i I/4'/FT. O
~ ~ D as 1 P.rP D40 i p ° ~ 1 ° p a °j D Pa ~a~ I t Al/Q A a u / /~q'1 `},P ~ iRl~p~ta>~V aP 2.p8D tlD A D R4p® I ® Y' p 9p''~1D ® b~i~~Da~6 +~"m"__ 'f• a CIS y1 / I;..
BEGIN. GRADE Ala D P7a PP la y'N p a D a P _ _ ~ /p...n*-r=m Q f 1~, e. o U 7r~9 P p a ~ P a 9rv b ~ 6 i.> / ,DIV~ PY ii i'~ `/p~~q'!. ' f.. P'8p P.~!
_ STA 1~+7TAD _
OD BITUMINOUS CONCRETE SEE NOTE 2
1 1 r~~/~L ,~1.1 iUi, ~ AGGREGATE BASE COURSE ~]~f~
- ..~24 . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ Pl = 15f40D0
_ EL =.30758'.. _ P1= 18+30m FO COMPACTED SUH GRADE •7L RESIDENTIAL STREETS
_ _ VC = 110'. EL = 30541` R/UV A B C D E G
_ x = as vc =1ia _ _ Vd_35>~ x=4 60' 9 I' 24.5' 1800' 2 I/2" I-2 8" ABC 9,5'
_ _ SSMN3-4-01A 3
A7+ .f Vd=35 mph srf sas
ro>~= ~ sa' _ ._.~LQ . _ . _ _ _ . _ _ . ~ _ _ _ _ _ _ _ _...3~Q
_ n _ _ f:) - _ _ 2~0% _u ` - ~ f-X1l % _ _ _ _ _ DEP7}f = 4.99' 500.
+i _ _
{ ~ _ , , EX PV~IT ":ENDS f~.3.33 - 5/~ tr
i rEX1SF 1+E r ~ STA I6+1266 , ' _ P! = 24~25.OU
_ r } _ _ _ i x15+69,,.^ _ ? r _ " ~ 241 LF - 8' O1P ~ Q4103%
_ i i i _ " ~ 12 DIP W/L ------r ~iQO i~ VCP .,_t. r . ....:F ~.m. w _~W.._,____~-__ ~ ~ _ _ EL =2855&' w . _ ~ _ . , _ . ~ _ . n..~~~__
_ _ _ Df1ST1NG SSMN1 LQW' PANT 53
EX/STfNG SSA~fHH2 STA 15+47.33 \ STA-13+2365 _ TOP= 3QE 09' ~ - ~ STA 23f0l53 Vd _ ~
TOP = 3t~ 45' _ _ PROP fNV 1N 397.6T / _ EL = 292Fs2' ~
_ 1NV1N =298.35' INV OUT = 299,50' ~ ~ ~

. ~.~M~~,. ~M~. ~~e._...._ ~ _ _ _ _ _ . , _ .:~go..e ~
REtolOVE AND REPLACE CURB & GUTTER. _ _ 4' _ _ _ _ ~ 0.
RE~IJVE /WEDGE EXISTING P~EIIENT _ STA /Sf00~00 15' RCP ~ (13,33.
1N4/ = 289T8` _ W p
1 ~~r
_ _ _ _ _ _
24` ~P~ f STA 23+7T24 ~ Z
1 ~ INV = 28045
v
~
_270 v
260....... LL
PROJECT NO- CV SHEi
DATE: JUNE 20, 2006
DRAWN: JTD M. i-
254.. _ _ _ CHECKED: TRH
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 _ ~ SGALE: 1" = 40' SHEET OF 21+00 22+00 23+00 24+00
,.JUN 2 Q 2008
OE NR - -,,~igElj r UN1''j Y iUkN7S ANO STC, flMWA ER BRANCH

_ _ _ _ _ _
__t~o~RSa ~ N0. DATE SY REVfS1QN
"`-~---~..~Y. END EXISTfNG R/W - ALA - o a ' . 9:] NEU~E-RIVER.. F~~~~ i ~ ~ ~ m
~ ~&G ROPOSED R/W mss, 12' fN=298. _ ~ - - - tia RIPARIAN BtIF~ER , i _
~2. VC _ ae bz ...ZONE? - ~ ~ ~ 'v i = Xz~~,
~N O ~ ~ FOREST R TOP= 06.0 ~ -6
D. 36 '8ST 12' OUT 99; 60'P (4/ ~e 1 08UC Rey ~ bJ _ NEt/S~ Rli[ER
~t ~ °1 ~ RIPARIAN BUFFER- ~ 1`' ~ ~ ~ ~ Owe
_ ~ ~ ~ W _ ~ ~0" q ZONE2. _ ~ \ a a~W~
&c _ er BROUGNTO~ p o r~ .4 ~ ~,R ~auaNZaN Pr~~P~RTI~s W ` ~ j t
T ~ . .w _ vB 314 PG.- 2~a ~
I - ~ I _ _ _ S~#13-4'D1A _ _ _ ,
RECONSTRUCT STA'J7+~61 ~b~ v~ ? .
V DRNEWAY _ ti. ~-4 x~
~ _ ~ 7 u _ ~ g
o 7 E e
D EX1STiNG R! ~t $
EGIN PRdPOSEG R/W rniv~~o - ~ Z a;
080 c o8a ~ 20~oJ ~ ~Y~ W
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P1 Sta 18+27.10 - • BtCW~7FJVFf1E~1AREA ~ t ~
- _ lRT ~ - -~3° 51 06.9 1 _ _ C11BIp~5 811SE 29Q.0 295.0
D = 14" 19' 26.2" 1 ' ' 0 y ~ ' Z
R 1 \ ~ s ~ i~ ~ ~ i ; aim ~ LU
166.52. _ R1 _ 85:3.
T - 84048 _ ° ~ ilea , E } 1 i 2-
- ~ BROUGNTON & BALLEY ~ ~ =_.490;00' ~ 5,5 (;U1~ON ~ ~ t
OB X0569 PG 937 0 ~ ~ ~ \ _
~ rya ~`!'1 ~ _ ! ~ 6 \ ~ ~ ~ +

LEGEND _ _ U ~ ~ BROU HTON PROPERTIES
~ _ ~ z ~
B 3273 PG 235. siLi FENCE N
~ r~ ~ PROPOSED WATER LINE
f' r~i h _
o~ ~ PROPOSED vALVE _ I- ~ C~J zo~xxrn~ac ~ ~ ASIN 1` ~ P
0 FUTURE VALVE - Z

~ ~ ~ ~ PROPOSED FIRE Hro~ANT {FHA \ ~I \ "5 ' D
V ~ D ~ 0 - o ...PROPOSED BLOW OFF ASSEMBLY 1~~0
X
PROPOSED SEtAlER:LINE w ~
~ , j O • l~R
r~ PROPOSED SS MH - ) . _ AREA ~ S 2 226(1 SFAIlN. ~ =gnu. _ ~ p
IXISTING SS r r. _ r:
n55 _ ~ _ 3390
o n _ _ _ _ _ 92018W _ _ - - ' ~ v za/IU'+PM
k1 l~ V' ll" ~ J ~ ~V". ~ i~:f"~l~'~ l.~l.l-~._-L~\~~ L. y ~ 4 @Y Q
~ \ .80'
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3 ' ~ lJ L t J ~ ~ C. p10TE: 54.'.._ . ~ Bt1~E[? i`70 ~ ~ ~J PFTJ#4~1G4[~f~fl41C~RESSAh~E(~ESS ~ 1~
AT CROSS ACCESS AGRE ENT TO ACCOMMOD E ACCESS yy
PMENT F ITE PLAN F R LOT 12 1 . ~ iII~TN DEVELO 0 S 0 S& 3
WAKE COo BOARD BOARD OF EDUCATION ~REL11~1f~ARY - ~
DB 2128, f AePe SOUTHEAST PORTFOLIO PARTNERS B 2128, PGa 47 ~ o ~ ~a so
DB 58934 PGQ 83 ~1C~T _FQ,~R C~NSTR~ICT~@N
a _ o~
R,W
~ ~ ~ ~
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_ _ STA I#t7T.01~ ® BIT1lMWDUS CONCRETE
SEE NOTE 2
TYPICAL SECTION ~ AGGREGATE BASE COURSE _ _ _ 320
_ _ ~ _ _ ' FO COMPACTED Sll6 GRADE
PI = 75(90.00 FL =30758'.... PI = 18(301)0 RESIDENTIAL STREETS
VC = l~l' _ EL = 305.4Y R1YJ A 8 C D E G
K=88 VC=110'. _ _ _ Vd = 35 mph 60' 4 I' 20e5' 18,0' 2 I /2" I-2 ABC °.5' M
SSMH3-4'UTA K = 43 Vd = 35 mph W
Q _ _ STA f7+886f _ _ _ _ 42 _ ,
~ TOP-3(15.68 _ 310 _ _ _ _ _ _ IIfNOUT'=x.69'
n ~ i ~ - f J0750Df. DEPTH - 4.99
~i ~ - • ~ ~ f 10.7500%
~ ~ _ _ EX PVAIT 'ENDS ~ X3.3 ~ r 351 i ~ 4EXIS 11E
~ a _ ~ ?f5+69 STA I6+12,66
~ ~ r ~ yv 241 LF 8` D1 P1- 24~25,tJD _ _
i ~ 12' DIP W/L EL = 28556' _e.. _ _ r.... _v. _ a.
';yl . ~ EXISTINGSSMHf
--EXISTHVG SSlf91f2 _ . _ _ STA 15+47:33 \ LO4Y POIM K _ 53 Vd = 35 ,
STA (3+23:65 _ _ ~ TOP 30609 ~ 5TA 23+p/53 ~ ~
PI~oPlivvw 3a~sr ~ ~ EL = :292.62' ~
298.35 /Atl/ our 299.50 ~ _ _ _ ~ _ ~
_ _ _
..w.~ , _ _ . _ _ _ _ ~ _~~o_.. OC
RE,110VE AND REPLACE CURB & GUTTER 24' RCP _ RE+I~JVE /WEDGE fX1STING-PAUEAlEN£ _
STA 18+00.00 ~1` IS RCP' 11,3,3351. ~ 0
tNV = 28978'
_ ~ ~ ~ li
Z$~.... _ _ . ~ _ _ _ _ _ _ _
54" CAP n_. _ _2~ ~P1 f sra 23+7T24 LL
1 ~ ~>v~ = 28o~s~

. _ _ _ 260---- IL 4
_ PROJECT N0: CVW2 SHEET p
a DATE: JUNE 20, 2008 ,
DRAWN: JTD pp
CHECKED: TRH
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SCALE: r -4q SHEET OF
VR@
..JUN 2 o 2000
7LANOS NR AN_ BTo pR 'A V ~ ,

' i i is i i ; ~ 1 ~ ; II i ;III F a I~ ,,a. i N0. DATE BY REVISION
r 1,.1 'III C: I III:' ~ ~ PI Sta 34 ~7l°93 N ,
BROJGHTO~~ RROP,ERT;IE.> ,1.1 ,,-LEI II I I. 111 ~ = 9 43' 3705" (RT) ~ ~ ~ N ~
? li, I DF3 ;31?4 P(~ 290 ; _ :III II f __i
111 l VI l/Y II ~ L=67091' xz~~
l ,111 1111
II I 111: + 111 I II' T = 34°04' morn
111 ~}j, 1 PHA E ~ ~ ~ . .FUTURE SANLTARY SEWER 11 ;111 = 400°DO' o J J ~
. ~ o 111 Q :111; ~ WATER ~1 N E ~W~
11 8 :.111; 4~ ~I i ~
11I ~ ~ ~ :III
111 }1 r` ':111 1. IIY V '
111 I11.. ~ a- If',I III ~ ~ FUTURE f~TERSECT ON
. 111, 60.00' `l 11 11 III 1 ,F B0
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4. i1
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LEGEND ~ ~
WAKE COo BOARD OF EDUCATION w ~ J
DB 21289 PGo 47 SILT FENCE
W PROPOSED WATER LINE J x o ° M
~ ~
PROPOSED VALVE x x x x x--~ CP&L ~ Q ~
~ FUTURE VALVE PI Sta 3l f54o66 66 xDB 2106 PG 586 Q W
~ = 10° 52' 32,5" (LT ) PROPOSED FIRE HYDRANT (FH) RU K 2,5" (LT) Z
D = 14° 19' 2602" >02" ~
PROPOSED BLOW OFF ASSEMBLY ~ o L = T 5093' PRELIMIN RY PLANS - ~
SS PROPOSED SEWER LINE i 40 0 20 40 80 W
T = 38°08
PROPOSED SS MH - ~ - R 400000 NOT FOR C NSTRUCTION a
EXtSTING..S.S..MH . o
t~
a
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~ p _ EL = 33/.45'
_ - ~ M '
_ _ _ N 4 _ _
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PI - 2~+80.00......... _ _ _ -q ~ ~u: - EL 32.96' Z ~
WcnW _ VC =...340' _ _ _
_K=53 _ _ ~ ~ _ _
Vd=35 mph . _ _ _
s~ _ - _
3a - _
y L ` W W
_ 3' MIN _ 0 0~ ~ J
~0 _ _ _ ~k) _ _ _ _ pIP W~L
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_ , _ _ _ ~
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_ _ _
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ZOg ~ENR.w~'rQUAUty PROJECT NO: CV502 SHEET
W r~...... SipR~yyA BRANCH DATE: JUNE 20, Zoo$ LLJ
DRAWN: JTD . P=2
.....280 _ _ _ _ _ CHECKED: TRH . S W
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 CALE: 1" = 40' HEET F 33 + 00 34 + 00 35 + 00 36+00 0

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