20031000 Ver 1_MAPS_20030813

v~~~GE
IIOnI Sheet Index
I ~ WETLANDS1401GROUP OVERALL SITE PLAN
ABC AGGREGATE BASE COURSE D EXISTING CURB INLET
ALUM ALUMINUM ? EXISTING GRATE INLET/YARD INLET
OCT 1 0 2003 ~'2 SITE PLAN
B-B BACK TO BACK Q EXISTING FLARED END SECTION ' ~ C2.1 UTILITY PLAN
BLOW-OFF ASSYMBLY EXISTING FIRE HYDRANT BOA
C&G CURB AND GUTTER ~CJO EXISTING BLOW-OFF ASSEMBLY V WATER QUALITY SECTION C3.1 GRADING, DRAINAGE AND EROSION CONTROL PLAN
CFS CUBIC FEET PER SECOND pQ EXISTING GATE VALVE
C3.2 STORM DRAINSGE DRTA TABtE
GI CURB INLET D EXISTING REDUCER
CL CENTER LINE ~ EXISTING WATER METER
CO CLEAN OUT Q EXISTING MANHOLE 'iTAL CORPORATION ~•1 LAKE GLEN DRIVE PLAN AND PROFILE
GOM COMMUNICATION ® EXISTMG CLEAN OUT
C4.2 LAKE GLEN DRIVE AND FOREST SPRING DRIVE
CONC CONCRETE ~ EXISTING POWER POLE PLAN AND PROFILES
DCV DOUBLE CHECK VALVE C EXiSTMG GUY WIRE
DDCV DOUBLE DETECTOR C1.1ECK VALVE ? EXISTING TELEPHONE PEDESTAL NORTH CAROLINA Cq,3 STREET FOREST SPRING DRIVE AND SUMMIT BROOK LANE
" DI DRtTP INLET EXISTING AR€A LIGHT PLAN AND PROFILES
DIP DUCTILE IRON PiPf 0 EXISTING SIGN
C4.4 LAKESTONE VILLAGE LANE, LOWESTOFT DRIVE AND
EASE EASEMENT ~ NEW CURB MiLET AYLSHAM DRIVE PLAN AND PROFILES
ELEC ELECTRIC ~ NEW GRATE MILET/YARD INLET
EX EXISTING ~ NEW FLARED END SECTION
FES FLARED END SECTION NEW FIRE HYDRANT C4.5 PENINSULA GLEN COURT AND OLD POPLAR LANE
~ / PLAN ANO PRpFtLES
FH FIRE HYDRANT ~ NEW BLOW-OFF ASSEMBLY ~ / `
FM FORCE MAIN N NEW GATE VALVE C4.6 OUTFALI "A" PLAN ANO PROFILE
FT FEET ~ NEW REDUCER / / 1~~~
FT/SEC FEET PER SEC b NEW WATER METER / / ~V p,~,S~~~o~ ~ ~ ~ C4.7 OUTFACES "A", "B" AND "C' PLAN AND PROFILE
r as A`~~. / _ / ~ F GALV GALVANIZED I I NEW TEE / , qp1
/ ~5• \ Li•i LANDSCAPE PLAN
GV GATE VALVE l-1 NEW PLUG / / ~
HCR HANDICAP RAMP ~ NEW MANHOLE / r I M. II' ~ C5.1 CROSS SECT~pNS AND LANDSCAPE DE(AILS
L LENGTH ~ NEW CLEAN OUT / :
F LINEAR FEET NEW SIGN / / , "
L / ~ / C5.2 DETAILS
MH MANHOLE o IRON PIPE / • PROt'OSED COL ECTOR ROA QA~
/ Y T PAVE PAVEMENT BENCHMARK _ ~ 8 0 HERS C5.3 DETAILS
PP POWER POLE ~ / r `"'I~ w ' / /
BLOCK AND GRAVEL INLET PROTECTION PVC POLYVINYL CHLORIDE / C5.4 DETAILS
IUS ¦ R RAD / \ 11 C5.5 DETAILS
R/W RIGHT-OF-WAY SILT FENCE INLET PROTECTION
RED REDUCER , Jj~l -1 I ~ C5.6 LOT GRADING DETAtL
~ RPZ REDUCED PRESSURE ZONE EXCAVATED INLET PROTECTION
SS SANITARY SEWER '0 °'"~OF
STA STATION ? ~ -n , I 1 at q ~ 1
TDD TEMPORARY DIVERSION DITCH ~ SEDIMENT BASIN ~ , ; ~ 1 ~ ~ II ~ C~!/ELOPER:
~ y TELE TELEPHONE a , / ~ ~ ~ DEVELOPMENT CAPITAL CORPORATION
i ~ RISER BASIN ~ j I I TSB TEMPORARY SEDIMENT BAS N
J ~ III I P.O. BOX 1779
UG UNDERGROUND - ' ~ ~ ' APEX, N.C. 27502
ROCK DAM ~ ~ W/L WATER LINE - ~
WM WATER METER _ _ c _ - _ , , EXISTING GAS LINE ,rte,, , ~ ~ CONTACT:
YI YARD INLET - - coM - - EXISTING COMMUNICATIONS LINE ~ ~
~ ~ , ~ M I I LI--~ ~ _ I PHONE A. IANNONE
- -ur- I T U R R UN T P ~ EX S ING NDE G 0 D ELE HONE 1 ~ ~
uE- EXISTING UNDERGROUND ELECTRIC f I ~ 919-387-3929
E EXISTING OVERHEAD ELECTRIC ~ ~ FAX:
- - w - - - EXISTING WATER LINE ~ ' _,I.~. ~ ~J .919-367-2541
. ~ r' ~
- -Frn- - - EXISTING SANITARY SEWER FORCE MNN ; 4~~ ® ® / \ ~ IM~~ ~ 8 [lII~ Cl ~ E~viG1NEER:
- -ss- - - EXISTING SANITARY SEWER \ ® ~ r.. . M
EXISTING STORM DRAINAGE \ ' " rlrl W I _
r rr NEW STORM DRANAGE ~ r BASS, NIXON AND KENNEDY, INC.
63:0 CHAPEL HILL ROAD SUITE 250
- - STREAM I~ ~ r? ~ ~ RALEIGH, NC 27607
-w-w NEW WATER LINE e? ~
'4!J NEW SANITARY SEWER ~ ~ CONTACT:
~•""-1-I I ~ ~ -f1F- NEW SANITARY SEWER FORCE MAIN • ~ i K. R. BELL, JR., PE, CPESC
- G - G NEW GAS MAIN
PHONE:
-+--F-•-~- SILT FENCE 91~-85'1-a{~422
-~c-x~c- FENCE FAX:
DIVERSION DITCH
919-851-8968
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I ti SEE SWEET C5.4 FOR SEEDING SCHEDULE AND Q? ,
' 1 T P. Dl NT BASIN N0.1 5. TEMP. SEDIMENT BASIN N0.5 6. TEMP. SEDIMENT BASIN N0.6 7. TEMP. SEWMENT BASIN N0.7 8. TEMP. SEDIMENT BASIN N0.8 4 EM SE ME 6 SPECIAL CONSTRUCTION SEQUENCE FOR ~
(GRAVE! ~ R~RAP FILTER BASIN) (GRAVEL & RIPRAP FILTER BASIN) (GRAVEL & RIPRAP FILTER BASIN{ {GRAVEL & RIPRAP FILTER BASlNJ (GRAVEL & RIPRAP FILTER BASIN) R BASIN) INSTALLATION OF EROSION CONTROL MEASURES. ~4,,
DRARNAGE AREA 3,7 AC. DRAINAGE AREA = 2.1 AC, DRAINAGE AREA 4.8 AC, DRAINAGE AREA = 2.7 AC. DRAINAGE AREA = 2,4 AC. Y DENUDED AREA 3.7 AC, DENUDED AREA 2.1 AC. DENUDED AREA = 4.8 AC. DENUDED AREA = 2.7 AC. DENUDED AREA = 2.4 AC. IC. ~ ,C
~ Q2 fNFLOW = 7.5 CfS Q2 lNftOW = 4.2 CFS Q2 INFLOW = 9.7 CFS Q2 fNFLOW = 5.4 CFS Q2 INFLOW = 4.8 CFS NOTES: ~ ' ~ '
SURFACE AREA REQUIRED = 3,267 Sf SURFACE AREA REQUIRED 1,830 SF SURFACE AREA REQUIRED = 4,225 SF SURFACE AREA REQUIRED = 2,352 SF SURFACE AREA REQUIRED = 2,091 SF = 2,091 SF ~ r~-' s , = 2,178 SF 1. THE FOLLOWING SMALL BE USED FOR SLOPE STABILIZATION ~ /
z SURFACE AREA PROVIDED 3,280 SF SURFACE AREA PROVIDED 1,830 SF SURFACE AREA PROVIDED 4,232 SF SURFACE AREA PROVIDED = 2,450 SF SURFACE AREA PROVIDED = 2,178 SF VOLUME REQUIRED = 6,660 CF VOLUME REQUIRED = 3,780 CF VOLUME REQUIRED = 8,640 CF VOLUME REQUIRED = 4,860 CF VOLUME REQUIRED = 4,320 CF 4320 CF ' ~ , PER WAKE COUNTY REQUIREMENTS: ~ ,
N lDED = 9840 CF VOLUME PROVIDED = 5,490 CF VOLUME PROVIDED = 12,696 CF VOLUME PROVIDED = 7,350 CF VOLUME PROVIDED = 6,534 CF o VOLUME PROV , 6,534 CF -GRASS FOR 3:1 AND FLATTER SLOPES ~
i m BASBV SIZE = 40' x 82` x 4' DEEP BASIN SIZE = 30' x 89' x 4' DEEP BASIN SIZE = 46` x 92` x 4' DEEP BASNV SIZE = 35' x ?0'x4' DEEP BASIN SIZE = 33` x 66' x 4' DEEP c 4 DEEP ~ • , , -SHRUBS AND VINES FOR 3:1 TO 2:1 ~ , ,
o WEIR LENGTH = 10 FT. WEIR LENGTH = 8 FT. WEIR LENGTH = 12 FT. WEIR LENGTH 8 FT. WEIR LENGTH = 8 FT. -RIP-RAP FOR 2:1 TO 1.5:1 LIMITS OF ,
2 TEMP SEDIMENT BASIN NO 2 SPILLWAY = 376 5' SPILLWAY = 375.5' - RETAINING WALLS FOR SLOPES STEEPER THAN 1.5:1 DI5'iURBANCE ' t TYP } sf,~ ~
BOTTOM = 373.5 PREFORMED SCOUR BOTTOM = 372.5 ° (CUSTOM BASIN) ° j i. fir/ / +r' , 2, A 15 TEMPORARY MAMTENANCE EASEMENT SHALL BE PROVIDED
e DRAINAGE AREA = 5.8 AC. TEMP. SEDIMENT = ;I ± HOLE WITH LEVEL ' ~ BASIN N0. 8 SLOPE 3 SILT SPREADER fTYP.I TEMP. SEDIMENT AROUND ALL SEDIMENT BASINS. THE EASEMENT WILL NO LONGER ~ S%' ,
° DENUDED AREA = 5.8 AC. (SEE NOTE 11 FENCING BASIN N0. I i i o Q2 INFLOW = 11.7 CFS f TYP 9', / r ' BE REQUIRED AFTER BACKFiLL{NG THE SEDIMENT BASINS. r ,
SURFACE AREA REQUIRED = 5A97 Sf j / / ~ i / / i / / / ' ~ ,p ' Y ' ~ /
° URFACE AREA PROVIDED = 5100 SF / S , r ~E YatUME REQUIRED 10,440 CF / ; , 'r- 3. LEVEL SPREADERS ARE TO BE CONTAINED WITHIN A 20' DRAINAGE / • , ~ ~ 1 MAINTENANCE EASEMENT AND SHALL CONFORM TO TOPOGRAPHY ~ ~ ~ ~
VOLUME PROVIDED 15,300 CF _ ~ , 4~ ' , - ~ i / , u+ i / f TO MEET THE fNTENT OF DIFFUSE FLOW. ; ~ , y i , / ~ N
_ BASIN SIZE - 50 x 102 x 4 DEEP / , ~ JF r
WEIR LENGTH = 14 Ff. ,A__ / ' / i ~ r + ~ r~' 4. SEE SHEET C3.2 FOR LOT DRAINAGE SCHEDULE AND 25 x 50 x 6 GRAVEL , ~ 3 DETAILS. CONSTRUCTION ENTRANCE ~ /
3 . ~I f ~ ~ ~ jr'( / ' 0 3. TEMP. SEDIMENT BASIN N0.3 y r 5. TEMP. SEDIMENT BASINS LOCATED WITHIN COMMON GREEN 61 ~ F
- 65 w N (GRAVEL RIPRAP ftLTER BASIN) ~ '+'F ;r -r-- o v, w ~ \ R m P 4 r 'r t~ ~ ~ ~ ~ ~ REMOVED SHOUL BE AREAS ONCE D RESTORED TO NATURAL u~
DRAINAGE AREA 4.5 AC. , ~ i, r 1 B ~r ? 4 ~ ~ ~ GRADE AND STABLIZED. u„C is
x DENUDED AREA = 4.5 AC. / r, ~ . ~ m • • ~'Y / J, l , ~ ~ Q2 INFLOW = 9.1 CFS 4 r'r i ~ Jr r ' - OPEN 38 ~ ~
r SURFACE AREA REQUIRED = 3,964 SF v f r ~ r- .SPACE W 10 PRIVATE SAN. SEW.
SUI~AGE AREA PROVIDED = 4,050 SF ` r 1~ ; i , ~ , ~ ~ ' ` 4 EASEMENT (TYP) ' , ~ "Q
VOLUME REQUIRED = 8100 CF ~ + i ~ 6B r .C ~ ell ~ r/ ,
- VOLUME PROVIDED 12.150 CF ti ~ , ~ ~ ~ i / , f ~ ,fir r r r r BASIN SIZE - 45 x x 4 DEEP , , ~ ~ r r,~
° WEIR LENGTH = 12 FT. ~f ~y , ; + r ~ . r r r~ ~ - ~ LIMITS OF ~ ~ i .p
L ~ ~ r r ~ tr ~ 7.. ~ DISTURBANCE , i ~ W
4. TEMP. SEDIMENT BASIN N0.4 ~ ' ' ; .+i ~ r (GRAVEL & RIPRAP FILTER BASIN) ~ , , - r` ~ 10B 1 TYP) ~ ; 1, i 6QC ' uu as i , r / , ~ ii.
L t?RIdAd1GE AREA 2.2 AC. ~ i . _ rr i ~i ~ ~ ~ ~ ~ ~ ' S7G i i, ~ SANITAR 59G ` ~
QE~HJDED AREA - 2.2 AC. ' , / 3 Q2 INFLOW a 4.4 Ci6 ; f., . ~r ! ~ ~ 11 B T p ~ ~~R ~ ~ . , SE SE ~ 5$ E AR
SURFACE AREA REQUIRED = 1,917 SF ~ i ~ r ~ ~ ~ \ . \ n ~ , d ~ ~ ~ \ r, ~ DI SOW"' ~ ~i ~ \ ~ , ~ ~ t TYP } . ~ EC
~ SURFACE AREA PROVIDED = 1922 SF ~ ~ D I Vf I , . ~ ~ 4 , i ~
' l+'~ ~ ? D I T f TYP l ' VOLUME REQUIRED 3,960 CF , 1, y}, , 12 B Q 9 e ,
- VOLUME PROVIDED = 5,786 CF • , 'ft~ 6 ~ ' ~ 138 . ~ ~
BASNY SIZE 3T x 62' x 4` DEEP rJ f ,ti VARI E, ~ , ° WEIR LENGTH = 8 FT. y ; ~ > DRAiNAG-' ~ I ~f ~ 1 `
e ~ EASEMEN ~ ~i e
° ' r 388 v , ~ ~ 133A o I ET PROTECt1[lN J~~ ~
~ ,RACTOR TQ COORDINATE ~ ~ I~%+t , CTION WITH C TRACT ~ ~ A VICE (TYP NNE tNl , 15B ~Q ~ s1LT , ~ p
_ , , 4 u 40 . s a X. 1 1' ; ~ ~ FENCING LIMITS OF w u.
° C LTT NCE ~ ~ ATER ~ T, ~ 130A ' , tTYP} DISTURBANCE • tTYP}
if ; ' ~ l i 6B , F ~ T ~ ~
0 3g ~ - 128A ~ D 1 S I L K ~ m ~ -i ~ ~ q FENCI' 15' TEMP. MAINTENANCE
Y ,~i , I / 390 ; , ° s , TRA 5 , c . tTYP) EASEMENT( TYPICAL All
040; 57 ~ , ° ,j ~ 126A ' ~ . ~ ~ _ ~ 178 SEDIMENT BASINS SEE Q~~ NOTE 2 f
~ 8 3g , s , 125A ~ ' v' SPILLWAY a 35T.5
0 N ' ~ ~ ' t ~ 124A / ~ SRACE ' TEl~. sI:DII~aT ,
, L r , ~ ~ s . ~ r " . , 123A , ~ \ BASIN N0. 6 BOTTOM ®354.5 ~ ~ ~
, 102A , ° ,y~ , , ' ~ ~ SPILLWAY ®374.0' TEMP. SEDIMENT ~
N . ~ ~ _ 103A 9 122A 188 '~~s 1 ~ ~ ~ BOTTOM Q 371.0 BAS1W N0. 5 c~
5 ~ 104A ~ 9 ~ o ~i \ i y v 121 A ~ ~ , . • , t,~A ~ ~ CLASS B RIP-RAP ~ r ~ ~ X .
,j ,,',r / P 121 A ~ 1 1 5A , , ~ d~ Q N Ot55IPATOR F
~ , ' ~ i ! ~ o CC
E ,i / h i p 38 198 ~ ~ i' _ ~ ~ ~ AREA / ~ ~ , ` -t ~ T, ~ i ` ~
i E i ~i f 'i 2 108 A i , - oA 1 A ,'t 3 , ~ • 6 ~ i ~ N ~ ~ o T 081 SF
~ ~ ~ 1 - „ TRACT 109A . 1 --t ~ 9 g3 / , ~ 8 ~ ~ ~ 1~ L1MtTS i
..i ~ 33,748; sf 1 OA ; ~ ' , r ~ 118A VAR[ 3LE ~ ti - ~CE ~ i
, , , _ U " ~r VAR 6LE ~ , ~ ti ~ , i
~ DR NAGS 393 ~ 111 ; 4 4 EA ~1ENT ~ ~ ~1 ~ ? i i ~ Ci / ~ r ~ 5 ~ ~
_ ~4v , E EMENT 112 , ' ~ 114A A ~ ~ ~
\ 113A , , ~ , ~ 1, ~ ~ ~ 117A ' ' e - 1 ~ ~ ~ ~ ~
o i , ~ I ~ ~ ~
/ ~
L A I LET PR 'TION ' 382 ~ ~N'1 ~ ~ ' i i 'h ,2 43 ~ 0.
s A V+~ Y) I , ~ ~ ~ ~ 116A ~ ~ ~ m ~ ~ ~ s ~ ~ W
" i ~ '3`3 ~ \ 5 97A 115A s J ~ ~ __.:..-.---~c
' ' N A ° 6 388 'h c ~ -,ter` 370 ~ i
37 ' 4 ~ ~2 ~ Salt ~ 37 ~ F,.NCi
. , tTYP} 218 Za~~,, ~ ~ ~
° 65B BB 94A ` ~ / ~ ~r~ I c s 8 d V
' 7B 3a9 ' ~ 20 wFR ' ~ f'~S
~ INL~rT PROTECTI 9 A , 1 f Y~~- P ~ '~NI' t9 - z ,W ~ 1
N ~ ~ 68A , o ~ 3 6 ~ , - ~ 7 , 36 i i 24 ~ ~ R 36 Q c ~
N ~ 1 ~ 12 89 A ° OA eh ~ ~
- 11 7 ~ ` ' 89A ' ti RRO AR 23C 1NL T PROTECT ON M ~ ` 3~ 0 22B ~ a ' IF DED ~ , ~ OEY CE (TYP l ~ ~ pp ~
° F ' a ~ 2 88A G N ~ \ 5 ~
L V ~ ~ ? ~ ti
c 7 , 386 385 ~ 81A p , h i ~ ' M ~ '
° , - / . ' ~i ~ 29
A 21 ~ i 384 3 i i 8g ~ ~ 24 .N O ~ ~ SLOPE
r i ~ ~ ; v .o. ~ ~ VARIABLE , iSEE O
} ' ~ 76A 23 3s~ _ 53B ~ _ ' 38 IMAGE ~ T s ~ NOE1
546 77A ~ N , ~ i r + . ~ ~ i , EASEIENT F~.p ~
55B ~ 52B 78A ' - 3 ~ ~ ~ 25 - - ~`;~q ; , ~ tips i
, ` ~ i ~ ° LIMITS OF ~ N ~ D ots ANCE ~ 79A o , ` 348 30G ~ gp TEMP R ~ N •
~ r Z T1'P 1 ' 3e ' I D •y ~ GL SS B ~ SLOP D AIN i i R~ -RAP
80 0 80A , 0 ~ Q ~ i m 51 B 50B ~ 81 A , 37 ~ ~ Di SIPATOR
L , , m tip . t ~ ' , 33C 31 C ~ I ~ , 85A \ ~
L 56B ~ 48s 8aA o ~ 13~ 8 , r - , 32C ~ z $aA ~ ~
~ u~ 49B r ' a ~ Q +r ~ Q 1 ~ ,
° 2 TE ORA f R t ~ F r r C 358, ~ BO~T ~ 353.5' W Q
L ai OI~JERS[F3N r ~ o r~P~ D TeH (TYP1 ~ i--~ 18 ~
- 1 ~„SPI~CE -x , i i
° / y J, z • ~ i ~ Wr r 15 TEMP. MAINTENANCI~~ ~ ' ~ ~ ~
3 y_ as ~ ~ ~ r t fASE1EfiT (TYPICAL ALL r/ i i ~ r r $E9i~ENT BA IN SEE 466 _ ~ ~ ~ 1
~ i NOTE 21 r '
J~ ~ a r` ' ~ ' 458 3g E _a_ , ' WETLANDS f TYP. 1 • ~ .r_. ! ~ \ TEMPORARY ii~I ~ ~ , I C~
° ' `Y 19 1 , / N ~ DIVERSION rr~ ~ 6 Ct3MMfl , ~ ~ ~ D ~ Q F ~ D1TCii iTYPr w+
' ~ ~ WETLANDS tTYP.} ~ W
_ + ~ 428 . a ~ i LOPE 4:1 - ~ , " ~ . ~ ti ~ ~ ~ SPILLWAY 0 369.0 ~ ~ I
' ~ lSEE NOTE 11 , ' SPILLWAY L s~5.5' ~ i r.~ 1 48 ' ~ tt BOTTOM ! 366.0' ~ ~ 4 k - s..
BOTT @ 72.5' QM 3 ~ ~ r ~ / ~ , ~ ~ ~ ` , OPEN Q 3. - L BITS OF 20 STORM ~ PA TEMP. SEDIMENT SPILLWAY 4 356.5 ~ O
r INLET P OTECTION TEMP. SEDIMENT TEMP. SEDIMENT / ~ i 408 s cE W D TURBANCE DRAINAGE ~ AS N t~ B I ND 4
N PREFORMED SCOUR ~ ~ / ~ ~ DEVICE 1 TYP 1 39B m HOLE WITH LEVEL BASIN N0. 1 CUSTOM BASIN N0. 2 ~1, ; 39 B t T P l EASEMENT ~ y~ SLOPE = 3: t ± ?~M~ruU~t GIJ C .
x SPREADER ITYP.1 / / i ' TEMP. SEDIMENT d ' E 11
PREFORMED SCOUR ' ' F / / i ~ ' BASIN N0. 3 ~ . • ~ REVIEWE • / . ~ D FOR . ,
HOLE W[TH LEVEL ~ , / ~ , SPREADER ITYP.I ~ i ~ i ~ f ~ u u r + s / - ~ class B COMPLIANCE f ~ • W F
/i iii/ i//, iii i ) ,
LIMITS OF DISTURBED - ? _ , ! - ? _ , ' _ DISSIPATOR P%Mhavebeen fell kw a Wilk Tarn • x 14023 W
AREA ADDED SPILLWAY a 368.5' D SS PA a G l/ TEMIPOtARY /code of oraMuw4a a WO Nd lps Mow a G Q _ DIVERSION RIP-RAP acYon "a ~@
~ BOTTOM Q 365.5 OPEN Y ADDED 15 TEMP MAINT. EASEMENT / / DITCH (TYP I LEVEL *M*0 w 80 , W
SPACE ~ AROUND ALL SEDIMENT TEMP BASIN ~ SPREADER (L = 240) 8" OWK"One W kw* In Torsi , e1pmvMh~. "M hrM N hen In (k"E SURE LEVEL SPREADER 4i 0"~ ^ by nNrwue. + iQ l
*•+'41415tH?e' DOES NOT ENCROACH INTO q
X SLOPE REVISED ON BACK / +n 4 OF LOTS 25C- 29C 2 NEUSE BUFFER) QA W
,•es! SCALE 4N FEET r` J
~f W w Q M 0 30 80 120 180 240
ALL / CONSTRUCTION P - R TOWN F FU AY ARINA STANDARDS AND SPECIFICATIONS.
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t traare= Elruw~raam • Area ; ; hi<y, fowl o ~ Tgtil &1st~n?! f pie flea a P*a Constr~c~Aa. Hrd £~b ` . A~ _ i~rO+Nm 4tow~t~wm iips'Ov~wrh flow~siream Y~ A~ j - -_.a...____,.~ _ yam lnlat A~ ~ ; 4rten/ily fbw7a Tamlm i t.e~pth .Pipe @m~.t P ~ = Conrlt~w Hpd. Grade Awwp~ tJpelra~n ~ Aire M _ _ s _ y
` F IfaM1 ~ieehea}' lVeteid s~Pet~~1 i 14..~t11 IIfi~11?~1'~~YiwtEl~lq:l~r~etEl1~; A~9d.~U ~tEL~11 1.a6~ l.~l iY~ 4~dr {sags) ,,1 l,ahel 3ta~ f? urea) I~etC ; iA4etCA 4~1 _ _ . . w_._, , {i ir~C 1r~CA { 4~tat{efsi Flawfaki ; {fow#i ` {inchesi , Slape{ lone h i#ti Yeloeih?{t~i~ t~rtEl{tbF tnw~eetiel , Rionfl. t ...,w--_ _ ~ ...w_ _ _ ~ a p... ~,~e_ N._M . , _ . _ _ _ . .
1.34 027 ~ _ i= 027 0.80 018 722 12 12 ! 38384 388,$7 y
J, _ _ _ _ _ _ 58350 i~4 ~y? 7.22. 12 ;2459 ; 15 i~eh . RCP ~ 0.11122 38384 336 3$350 38;120 p.4
A.09 722 0.6 OS 3M.75 39442 391.60 N p~ 43{ L 49 D 10 O.Sfi _ _ .,n _ _ _ w. _ . . . - - _ _ _ _ _ _ . _ _ _ . _ . ~u. _
w 712 O.i 41.55 15insh' RCP OA1~ 3M.75 324 7Nb0 389.00 P-1 ~ 0,48 i P-9 4a E2 ~ _ 5 • Y 0.48 O.fd) 039 1.19 2.1 3.3 388.78 388.37 38330 F86
+ 0.10 0.85 0.01 7.11 ! OS 12 ` 38929 394.42..; 389.D0 _ F2 P-49 425 437 E2 _ _n.. _ , _-.._..,i_ , 719 3.3 288:00 15nch : RCP 0.0152 ? 983.76 5A5 S833D 378.70 P~8 ~ _~...,.a,. _y__........~..~,~~,.~..__..~ _ ....._.__,~M..~...w,_.._..._,.w_.e.~._ ~ _._._,...._~..~,.m..~. _ g. e_....._.~. _ _.r_.. _
RCP OA277 ! 39929 4.98 388A0 386.00 P,2 ~ 025 P,2 I.2 4S 7.17 12 ;11022 ; 15 ~h ` .y... .__...__M_,.._._..._ _ _ ~ , . _ _t_ _ ..025 0.70 0.18 722 19 13 37950 388.48 379.x! ~ t'!
. '0 4~4 0.74 ~ 0.~ 0.67 712 4.9 ° 4A 388.73 3811.50 386.00 44 P3 431 437 722 1.3 21.36 ~ 15 inch ! RCP 00123 ~ 37950 2.18 3 79.00 378.70
, ~ ! 4! 2247 15inch 9 RCP OA184 396.73 6,47 388.0{! 385.70 P-3 i o P-8 _ ~ _ _ , s .~.F _ _ _ . 1 05!'1 - 055 0.80. 0.33 898 2~t 6.7 379.50 ~39s 379.70 187 ~ ~ ~ '
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" E8 0.09 0:~ ~ OA7 7A9 i IS iJ i ~ 810.80 S9'I.S3 886.00 4$ _ _ Pao 898 8J 181 Al . 15 inch RCP ~ 00198 ~ 879.50 ~ 7.38 378.10 57550 ~ ~ P-#0 w~ to
i 4J i M90 ~ 30i~eh RCP 0:0202 710.50 _ ~ ~ 5.31 310A0 386A0 P-4 P-4 k7 46 489 0.81 _ , . Q. _ _ 0.81 086: 0241 722 15 15 ~ 914A5 38893 ~ _ 384.10
~ e.t 9 er99 ~ 9A9 7Ai ; 05 7A i 89129 393.14 13)316AO, (4)316.71, t1U1' x98450 ~ . . 722 15 11K 154erh ` RCP ! 80171 ~ 314A8 4.~ 384.10 383.90 p~
.3 P~ {`5 A6 7,06 7A ~ 11.0.26 15 inch ' R4;P Q,0227 39629 8.50 394.60 382A0 P-6 t 016 0.11 010 721 0.8 22 ~ 511» i Sa.95 Sa.9o o a ~..s._.,~..~ ~ _
+ 0.08 050 ` 0:08 ~ 7.02 0.5 7.4 ~ 392.90 707.10 302.00 N ~ 48 Pa 439 ? 441 a ~ _ , 711 ~ 22 ~ 213,70 =15 irwh = RCP ~ 0,0181 ~ 384.39 4.57 389.91 ~ ~ ~ oC
_ . p.a 48 4a , 7A2 1A 2457 ~ 18inch RCP ~ OAIp ! 59!:,91 7A7 712.00 311.10 P-7 0.32 _ 0.32 0.85 821 922 1.5 9:5 380.50 511,78
v _ . , _ _.W_._.._._,_~.__._..... ` N 0.07 ? 0.80 0.06 ~ 7:00 ~ OA s 7j . _ . _ ~ ~ _ w . m+16 ! 897.10 391.90 H 51001 ty4/ ~
L _ _ _ . _ . _ . ~ -r + . _ 732 15 1158 t5 inuh RCf 0:0!73 380.60 232 38000 87110 Pi
P-8 N 0~9 ' 7A0 7.9 1170Ji i 18~h i RCP 00145 4 Sa4i 7.55 791.60 379A4 p.g _ _ _ . h - _ _ . _ 7J i ~ ' Q AA6 4,86 02,9 704 2a 8] 38018 114.78 379A0 1441 ~ ~.___..t. .
0.8 052 ~ i 7Nl5 ! 382.OD 379.00 w`Pretom~ed8courHole t?`8 _ m. _ o ~ _ _ _ . . t..__.<, , _ . . _ _ P~8 411 413 } _ _ : 701 6J :139.13 ; 15inch .RCP 01218 380.10 721 379.80 174180 u~
and Cave! Spreader tB ~4.5ry . _ _ _ . _ , : _ ° _ - _ . _ . . . _ _ _ _ 412 0.17 4.~7 4.66 all 722 40 00 3n04 5~ ~ c
_ r---- , ~ . _ _ _ _ _ Phi 442 G43 _ _ _..n . 722 08 1324 ; 15inah t RCP i 00151 377+84 1.00 37700 ~ ~ u. 37580 f,~,~
N EO 0.35 930) 028 722 ~ 2.0 2A ~ ~ 377.86 312.18 317.7Ei 40 _ . r_.,.w.,~,.,_......~.-~...._,._..__..,_._~,.... n - _ _ _ - _ _ . _ _ 443 026 _,Y...__. _ . w r8
0 122: 3A , 7417 ; 15 inch.: Rif 0;0123 377:86 3.86 377.70 377A0 P,7 ~ Pa ~ ~ , ___W_u . , _ . 026 0.65 0.17 8.97 12 ' 7.6 ~ 371.94 382.13 . w_ _ ~ 37
,,._.m _w..__...._ ...nom. ~ - P.0 49 0 0.82 0.60 Q,55 7.19 4A OA 377,86 392.19 877A0 4a 0 _ _ _ 8.97 7.6 '59.31 15ineh RCP 00219 877.84 ~ 8.10 370.10 875,5@ ~ _
444 0.10 o.to 0ao 0.07 s9o 41.5 14J 578A8 38108 376.50 444
r P~8 HO 1-11 7.19 1A .101,71 18nch , RCP 0.0064 377.88 5.57 377A0 376.10 _ P$ + s _ M, _ Pal 444 415 : , 890. 14.7 , T725 ~ 24heh + RCP ' 00!94 378.48 ~ 191 37550 374.00 P-11
4x1 ` 0.32 0.B0 0.19 7.12 11 7A 377.01 893.36 371.10 4x1 a . .m~,_ _ .,.~._.m .....,.._...Y~..~_.. _ _ ~ _ _ . . _ - 446 O.1D ...:...010 0.70 0.07 887 ~ 05 15.1 576.12 819.62 ,
~ P-0 491 192 ~ 112_..:.._ 1.4 "..16.90; 18nch'P RCP OA106 377A1 OA0 316.10 .87620 P~ _ ~ , _ o _ . i. _ . _ , _ , , - 37127 _ - _ 894.10 37620 44 2 P-9 2 44b L46 _ _ - v.... 887. 15.1 24.50 24i~ah f RCP 00122 ~ 876.12 7.87
` 492 Oa{6 O.Btt x 028 1.01 2.1 ~ 93 _ _ . . _ - . _ 448 OAO _ _ , . , t~ _ ~ - _ ._.374.00 ..87=.70`_ _ P-A2 pp ~ OAO 0.86 D28 6.86 1.9 16.9 ~ 375.t0 378.82 373.70 648
_ . ~ P-4 N2 Oa3 7.07 8.3 i 100.10 18inch RCP 0.0101 - 31627 1.90 37620 373.60 P-4 _ . _ ~
6.88 92 374.67 376.50 333.60WPr~omredScaurHole 0.13 Pa6 416 418 _ _ 417 OAI 886 168 - 540a ; Y4~? RCP ~ 000» ~ g751o ~ 7.1a 37a7o 171.51 a ca ._.w_ ...,n_ _n_w ~....._4.
L ~ ~LevelSpreaderls X451 . . . 0.49 0:80 029 722 2.1 2.1 ; ' , ......~.._._A..___ ~ Y._ 578.$0 F47
P•43 b47 448 722 2a 53.71 45 iach ; RCP i 011192 370.92 S89 37650 n4J0 _ _ . _ _ P.t3 ~
~ 372.93 5712'1 812A0 IA4 t'+W 0.16 0.18 0.80 O.tO 683 OJ 195 ? 374A8 37957 . N ~ ~1373.3Q.~7i374.710. C1' 4173.30 i~48 a~
~ f•94 @.31 ~ 910: B38 738 1J 1J . , _ _ . _ _ _ _ , _ _ _ 1.7 ~ 161~h RIYP 04405 57297 336 37240 371.60 P-1 P-19 4A8 180 68.00 24 eeih ; 688: 19.5 `RCP 0.0175 ' S74d4t ~ 9~N 378.18 _ _ _
a P-9 144 4x41 _ _ _ i z ~ _ _ . E , v. _ - _ . f. _ P~5 ev 0.31 080 425 681 1.8 ' 21.1 ; ~ 37358 ~ 371.74 _
N5 0.86 0411: 0.51 ' 7.18 j 3J 5.3 37223 87638 371.50. 495 480.. 0.31 o _ . . ~ T ~ - _ - . _ . _ , v- 372.20 t~1
P-2 495 4.96 7.13 5.3 `2117 15inch- RCP 0,0163 87225 029 71'1.60 371.10 P,2 P-97 ,.110 O~S1 w. ..y.. _m_,.._.~M _ ..~a,n,~..,. c 681 21.1 137.84 ' 30 ~h ' RCP 011M7 ~ 373.53 799 33324 371.00 ..v..,...W._~.~ ...li. „~M, . ,y a 4~.,._.._,...,.~,_.-_w.. .y.~..,... a m m
4x6 023 0.80 0.18 7.11 1.3 6.6 372.07 37033 371.10 490 1'1.51 _ ~ 8.74 20.9 372.33 ! 375.00 m 0o w CMee B R P nd 431t ~ Q v _ _ . _ ~ ~ ~ n
P-4 N6 H8 7.11 8.6 ~ 16850! 18inch ! RCP OAIIO ~ 372.07 ~ 5+41 771.10 7W.90 PJ _ _ _ _ 1r a«pw ae@1~e~19e lr.lnte i1;ee.
0.62 f 0.60 0.37 722 2J ~ 2.7 375.19 878.52 874.70 497 N7 IW =75`. L ~151'i a ~ p
112 2J ;28.10 ' 15 inch ' RCP ~ OA107 871.1! 1.10 ~ 374.70 374.30 P~ . .
_
4 1-98 O.iS 0.>~ O.i2 7.00 A4 ! 10:1 ; 370.82 37952 )18)~49.841,(17)314.30,pUT~89.90 H9 ~ 1.11 _ w....... _ _ _ _ 1.11 0.60 0.67 722 50 50 ' ~ 388.10 ~ 370.E 38600 _ . . _ . _ _ , a _ .
P-5 498 44g 7A0 s 409 ! 1Z9A s 144 inch RCP 0.0150 ~ 910.82 7.79 368.80 3&8.00 P~ P~ 462 483 _ r ti . . 722 5.0 2458 ' 15 h RCP 00168 ' 3ti6J0 8A4 38600 3&5.80 P-5 W
~ OJ4 !d ; : 368A2 331:00 9i9,pOrfPwlormMlSootritula 1349 : ; 1348 ~ ~ , , _ _ . 028 0.t~ 0.17 721 12 82 S1e,t1 370.11 _t_. . _ . _ . ~ ..._..t- _ _ 103 ~ 4~
` ~ aadLewlSpreadw4! ~9 P~1 415 183A o ~ . _ . _ _ . ' 7 721 62 42.56:1. iACh ; R P p 'd w 5 C 001!1 388,41 7.30 366.10 966.40 P-4 ~
o ___._.~.-_-.~__..i._~.-._---. _ 496 4i7A 498 0.~ 0.19 720 1.2 7.4 So/s1 870.71 {~i~+19, 04A X181.94 i~4
~ 420 057 0.66: 037 722 2.7 2J ; ~ 898.00 801.72 382.50 420 P~ 1~55A O~G4 . _ .
....r~.......,~...q......-.~.. ~ a; 722 2J ~ 21i.N; 15inch RCP ' O.NN 897.M 430 792.10 57!.80 Pat 720 7~4 161di4 ; 15ineh RCP @:0400, 55117 8.12 951.00 35800 P ~ in _ . _ _ - p
D P-92 420 4?1 _ _ 713 73 56097 55900 388.80 w Cl~e~ B R4nipP ad p.ei a d Q ~c .
42'1 ! 027 ~ 0.76: A20 ' 722 14 ~ 15 ~ 71022 794.31 318.60 421 + , _ . ; ` 11' yep w 6w1e~i Fable Rae h•
~ Pa 421 422 722 15 ~ 11.!9 !Cinch''. RCP OA1A ± 89022 1.77 379.50 378.341 Pa . , . ~ .f . - _ _ _ d y._ _ . . . _ .._N_.-__ . ~_~w__....... _ - wir~4.~.1. ~5~ E~ ~
~1_~~/^~ 0.56 ~ 0.66 ~ 0.31 ~ 7.N 2.6 ~ 1:0 ~ ~ 39022 ! 79436 318.811 412 , L I'LL . , w . . ,..i- .........~-v
' 7A4 ? 0.0 ;107Ji tiiKh RCP OA171 ~ 38022 6.70 379.30 316.70 P~2 ~ P ~ 422 423 ' i . ~ .._„.._.._..a _ w~. _ . 465 0.34 „ ~ 0.34 0.90 0.81 712 22 511.411 39400 38620 1~
o y..._ _ 123 0.53 0.00 0.54 ~ O.R ? ti 9.t ~ 3n.ei SOt.71 376.70 425 _ . . _ ~ _ _~_.v~._. _ ~m . ..a_...~.ri,....N..._n , .._.a.,....._.R...y._...~..~a._,~.._-~--.~...-...._.~....~..~.~,. ~ . ~ ,...i _ _ . _ _ _ _ , _ . . P~ 416 4b1 , T-- - _ _ _ , _ _ _ . _ . .
P-8 1~ 1,54 6~ 4 ~ 9:9 f 89.39 i i8ir~h ~ RCP s 0,174 ? TTLIi ~ 7.10 ~ 376.70 37610 P-3 . 722 22 n09 ' 15 inch j RC/ j 01110 i 58101 ~ 414 3862p 3K90 ___r-_._
L 0.22 0~ 0.14 41.80 1 A 9.8 870.61 89051 375:60 424 1.24 008 00o x06 720 05 2a a1u1 an55 31604 ~
. . w_ . _ _ _ . P,2 4{18 488 + ~ ~ 724 2.7 2458 15 Bch RCP 00163 388.39 8.110 386,80 F 7850 P~
P-4 4~4 ~ ~ ' 1~0 ! 48.~h Ra O.m23 57851 ~ 7x1 i75,N nf.10 PJ o _ a.a..._: _ . _ ._e.. _,w: 487 021 011 0.80 0.13 722 0.9 0.9 T 385.99 8N51 !10.70
425 0.14 0.75 0.11 6.98. O.i 10.0 376.00 30038 776.70 426 - - . . _ - Pa F67 488 : 7T2 0.9 4L49 15 itch ' RCP 00186 38698 ! 4AB 386.70 S110o
P~ 425 4?~6 0,19 10+1 1 5091 119 inch ! RCP . DA6~ i 371.19 11.80.._._._ 375.80 873.30 P~ > _ L . 488 0.17 0.13 0:75 0.10 7.16 0.7 4.3 38606 31'1.53 50
+ 427 OA8 ~ 0.60 019 722 t1 ~ 2.1 ~ 371.57 375.83 311.10 427 . ~d1316 , (i7i815.00,131R 4!14.80 1.68
~ a ~ ~ p.6 L17 ~ ~ 722 ~ ~ t1 ! 11.18 15 inch RCP OA117 ~ 311.67 ~ 850 ~ 371.10 370.50 P~8 718 4.8 ~ 142.41'1 : 15 each ! R'CP ~ 411HI j x1606 711 384.50 ~ 81150 ~ .4
_ 031 r 426 0.12 0.80 0.10 0,91 0J 112 _ , ~ _ _ _ . ! . _ 374.12 318.34 373.30 126 431 4~ 0.14 711 10 5.2 ~ 811.19 31Q,i0
_ _ _ - _ ` 0,97 112 ; 10.10 ~ 18inch' RCP 0.0344 ! 37412 11A1 ; 373.30 371 A0 Pa1 Pi ~ ~ P-91 426" 428 711 51 :1820 t5 #CP Orly 581.19 150 3$8.50 875,19 Pi _w_~...
050 11,80 0.30 722 22 22 ~ 38250 . _ _ a ~ i ,....3. 577.60 141_ r~r, ~ ~ ~ ~
428 0.18 0.66 0.12 O.it N ! 14A ! ` _ . 371 At 376.19 126)371 A0,127137050, 0171' X670.541 4~ _ ~ : _ _ _ _ . _ P-T 482 _ 401 122. 22 - q5Z 15 inch : RCP ~ 01114 377.98 4!1 377.50 57850
p.7 F29 F29 O.M ~ 441 { 7w.7f ; 24ineh RCP 9A111 571M 8.66 310.50 370.10 _ _ P-7 ' 480 OA3 ~ , OA3 0.60 028 7A8 19 7.1 ; ! 380.38 ~
m 129 0.33 41:50 ~ 9.17 1:08 13 151 371.1-6 376.t9 370,10 _ 4+Z9 _ . , _ , L , _ _.._.~...__r.._,.._.._ _ - _ _ 410 P~i 46Z 37$,50 J
~ P~1 4Z9 420 . 0,98 151 41.72 , 24~h x. ACP_ . !14141 371,1b 951 370.10 3NA0 P~8 _....,_.~.y........_...._..:~.,._,_.,..~._..._.p_ 7.08 7.1 >4~ , 15 inch ° RC? i 001112 3#141.39 754 379.10 378.10 'Q a,_.,_.~._.._.p.~._ ~ , ~ ~ ~
~ 412 0.15 i 4341 _ 0.12 ;.,.:0.50. 0.36 ; :...6.81 r . 2.6 17 5 _ . _ i 37053 374.90 369.40 430 0.15 0.75 0.11 7.07 Oi 100 i 378.97 51411 (10{570.10,(81 }$78,50, 0tH ~T808 . _ R._ _.3. ,.n..,. - , wa ,
' 8.81 ' 91.5 '25.04 24 inch RCP OA110 31053 9.61 3MA0 310.00 P~0 P? ~ ~ r P-9 430 431 707 10A ,94.81 18 bah ~ RCP 01158 ~ 37897 812 x7811 57450
1~3 ~ 0.51 ~ i _ P-0 051 ~ 050 0.31 722. 22 21 381 A4 911!8 311.00 ~
~ 4x11 ` OA8 j 0.80 OA6 0.90 ~ OS 11.8 _ _ . . _ _ . _ . . 37AA2 874.90 3.00 4x1 _ _ 1.63 0 F.. 732 21 2158 , T5inh RCP 0.01q 381 A4 1.70 381.10 8M50 P~8
~ 0.90 17.9 2192 ~ 24inch RCP OA27i 370.02 10~4i 3NA0 3M.50 Pao P~ ~ ~ Pao 431 432 _ _ _ , _i
` 0.17 0.80: 0.14 ~ 0.90 1 A 18.8 3MA1 ~ 775A3 388.60 1.32 484 0.14 i - ~32 _Y.4 _ . . . , 0.14 0.75 0.11 103 08 128 ~ ~ 37503 815.91 W . . .Ip1510./O, OiR ~74A0 E84 - ~ . _ .w%_..,~-,-...
~ 0,00. 18.8 ~ 101.00' 24 inch ~ RCP 00110 319.11 ~ 940 30850 30750 Pa 3 Pao 484 ! 466 o P-93 422 033 7.03 128 ` 15650 ~ i8 btch ~ RCP ~ 0.1721 37503 !ll 37410 571.10 ~ ,~,~r
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