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L.. \ O ~V ~V ~Y ~Y y V~ V~ ~Y V~ ~V y y W / y y ~ y ~ \ c~P830 INV TO THE MANHOLE /1
y y y ~ y y ~ y y k y ~ J~' r ~V W W W ` ` '~~So ar
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I ( N ~ ~ ~ ~Y 6 ~ 2 "w _28~ _ ~ poNOl EXIST G 30" CMP TO E.mx REM O D (APPROX. 85 )
~C ~ i n ~ ~N~. ~V J~ W W J+ W I _ `5~~r?G w~ wa tP Raw 11 ~ s~,T
~ I i 3RATE 30 ) 2tY (MID oRAW 1g Ag INV EASEMENT (00
/ , i ~ o J ~ ~ ?sue i1 1 ~ )p RCP RCP 2285--278) 21.53 INV
I m ~ ~ ~ ~ / ~ ~ ~ - , VERTICAL CLAY BAR I ~ ~ ~ ~ 3 - I ' BOTTON ELEV. 1 001 ~ ~ ~ 301, Rcp (NOTED AS 32*)
a 2411 JUNCTION BOX TOP 3
STORM TABLE I ~ co C0 ~ I I M~N. D H 12 I CHES ~z - - ~ ` ~ zas~ Rw ~n sT
STRU. ~U. NG 51ZE SLOPE ~N~P DO R ~M ~ I I ~ / ~ LENGTH = 110 F - i 2 •a ~+~i? out ~ ? ~ ~ "?8. ' ~ BARRIER MATERIA TO BE / ~ ~ C ? , f 20.05 WV 30» RCP
FT IN ~ FT FT FT I I MINIMUM 3076 OR NER 1MTH EXISTING 30" CMP TO BE ABANDONB~ IN IN 0 INV
~ F~ 111 4 0.30 20.33 20.00 29.10 ' 1 I HYDRAULIC COND CTIVITY NO I ~ PLACE AND FlLIED WITH FLOWABLE FILL CONC I GREATER THAN 1~10~-6 CM/SEC 4~ 4' REINFORCED CONCRETE 80X FOR APPROXIMATELY 230 LF L CONC INV21.32 INV CMP
OR BR BOX *%OCATEO OPPOSITE
2 1 126 4 0.30 20.71 20.33 29.72 ~ ~ SIDE OF LOT UNE FROM WHAT PREVIOUS SURVEY
3 2 104 42 0.30 21.02 20.71 28.26 ~ ~ - 2" x 20" WEIRS ~ N INVERT ~ 23.35 EXISTING 30 CMP TO MATH TRASH GUARDS REMOVED (APPROX, :ED BAR GRATING 1" x t/8" BEARING BARS. MP TO dE SHOWS.
co 4 3 1 ~8 4 0.3p 21.49 21.02 27.21 +I i ~ co 4'x4' REINFORCED CONCRETE BOX OX, LF) /11, fo*+
2'x3' REINFORCED CONCRETE BOX OR BRICK BOX
5 4 124 0.30 21.86 21.49 28.50 I ' ~ ~ R 6 5 127 0.30 22.24 21.86 28.70 ~ GALVANIZED BAR OR BRICK BOX FASTEN MATH J- GALVANIZED ANG ~ OU7L.ET STRUCTU MTH J-CUPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1/4"
:EO ANGLE FRAw1E. MORTAR FRAME TO TOP ~ /
~ 6 166 0.30 22.74 22.24 26.99 °1 ~r >TRUCTURE - 4" MAX TRASH RACK OPENING i" STORAGE EL. 23.35
f I 8 7 90 0.30 23.01 22.74 26.90 ~ I RIM ELEV = 24, ~ 3 - 12" x 20" VYEIRS =24,30 /
NORMAL POOL EL. = 22.70 30" CULVERT OUTLET v /
9 8 123 30 0.30 23.38 23.01 28.20 I ORIFlCE RIMA ELEV = 24.70 STRU. 28 INVERT ~ 23.35
SC .140 PVC. E 10 9 132 3~ 0.30 23.78 23.38 27.46 SC 40 PVC, E 11 ~ p 109 15 0.30 24.11 23.78 26.90 PVC. ELEV = 23.50 STRU. 28 25.95 STRU. 29 VNTH STAB SHSGUARO PVC, ELEV = 25.00 STRU. 29 24.70 STRU. 34
. ~40 PVC, E t 2 2 22 18 0.32 20.78 20.71 29.72 PVC, ELEV = 23.50 STRU. 34 2" SCH. 40 PVC OUTLET N / / 2" SCH. 40 PVC OUTLET ~ INV. EL. 22.00 - r
~ 1" STORAGE EL. 23.35
13 3 22 1g 0,92 24,70 24.50 28,26 J 4 CONCR PREVENT G 14 4 22 18 0.50 23.20 23.09 27.21 VEGETATIO ORIFICE CONCRETE SLAP, TO
:VENT GROWTH OF NORMAL POOL EL. 22.70 cam' ~ETATION AROUND 12" Jt~~ 30° cu~vERr OUTLET STRUCTURE DETAIL FOR POND
FICE 15" CULVERT - i~ (FRONT VIEW) -ZJ
15 7 24 18 0.29 22.82 22.75 26.99 ~ ss N.T.S.
a 16 1 S 22 15 0.32 22.89 x.82 27.10 6'~ ~ ~ N INV. INV. EL. 21.33 STRU. 28 2 FT MIN. INV. EL. 22.00
Q 17 16 28 15 0.29 22.97 22.89 27.10 30'
x TOP OF BANK ELEV. 2 F 24~ ~,F~ =LEV. 27.00
~ 18 8 24 18 0.29 23.08 23.01 27.00 ~6" EXTENDED BASE ZZ•26 STRU. 29 20.39 STRU 34 y~
g 19 10 22 18 0.32 23.93 23.86 27.46 'S• 6" EXTEN 2x3 DROP INLET FOR STRUCTURES 28, 29 & 34 ' EXTENDED BASE
ELEV. 26.00
N 20 FALL ~ ~ 6 24 0,30 20.35 20.00 25.30 (SIDE VIEW) OUTLET STRUCTURE DETAIL FO N.T.S. (SIDE VIEW) .FOR POND
N 21 ~ 20 228 24 p,30 21.03 20.35 25.00
22 21 313 24 0.30 21.97 21.03 27.00 N.T.S. FILTER fAeRIC 12" Tr{ICK CLASS
23 QQ 45 18 0.31 23.21 23.07 26.65 ~8' RIP-RAP
z a 24 22 47 18 1.28 23.30 22.70 27.40 3:1 SIOES z 25 24 157 18 0,33 23.82 23.30 2.26 1-INCH ST 26 25 25 15 0,2$ 23.89 23.82 27.26 NORMAL P0 i 27 23 25 1 `J 0.32 23.29 23.21 28.65 EL. 0 100-YEAR Q= 56,42 CFS
1 SIOESIOPE 3' 10 ' 3.1 SIOESLOP 10 ' " EL. 23.35
JCH STORAGE P EL. 22.70 EMERGENCY SPILLWAY ll/
IAL POOL ELEV N.T.S.
0 EL. 17.00 10:1 SIDESLOPE ~ 0 10:1 SIDESLOPE
FORE BAY pip RED TOP GRASS SEED GRADING NOTES: 10.0 Q O~~SS/py ~ y 4 SEAL
~ 28 21 3p 15 1,00 21.33 21.03 24.75 F x ALONG LJTTORAL SHELF 1. ALL LOTS TO BE GR11~ED SUCH THAT EL. 23.35 s 19742
29 22 98 15 0.30 22.26 21.97 25.95 SURFACE AREA SURFACE AREA FORE BAY FORE BAY ~ARGOSITS ALGA) THEY DRAIN TO THE ROAD. ALL ~ a IMPERVIOUS AREA TO 8E OMtECTE~ TO TFIE N ~ EL 22.20 ~1ra INS
U 30 31 60 30 0.50 22.04 21.74 27.00 NORMAL POOL P0 ELEVATION )OL POND DEPTH 1" STORAGE RE UIREO PR VI ED VOLUME REQ. VOLUME PROVIDED PIPED OOLLECTION SYSlEIA THAT DRAINS 24 24
N (FT) ELEVATION gSF) ~SF4 (CF) (CF) TO TFIE POND. ?jl !11 I1 ~
0 31 31A 108 42 0.20 21.96 21,74 27,00 22.7 5.7 23.35 17,533 24.064 18,072 19,831 2. POND TO BE PUMPED GOWN BY lY THICK CLASS 7~ .
31 32 282 48 0, 20 21.74 21,1 S 27.00 a MECHMMCAL MEANS IF REQUIRED FOR 'B~ RIP-RAP
32 33 62 54 0.19 21.18 21.06 27.00 MAINTENANCE. GRAPHIC SCALE
a CROSS-SECTION PONS 3. THIS SIlE IS NOT LOCATED NATHIN A FOREBAY RIP-RAP POND ~ FLOOD ZONE AS INOICTACIED BY FENA 60 0 30 60 120
N 33 END 30 S4 0.20 21.08 21.00 27.00 L N.T.S. MAP ~ 3720313300) N.T.$. d
0 34 END 119 1 "S 0.30 20.39 20.00 24.70 1 inch - 60 ft.
W ~ ALL STORM CULVERT SHALL BE RCP CL III
0
C3 No. Revision Date B Designer W&R ~b 7 60' PREPARED FOR:
ADDED CLAY BARRIER 7.20.07 BCC o DmwngY Cho 1 11
LAURENI o W&R 7/10/07 :NBRIDGE SUBDIVISION GRADING & DRAINAG New Hanover Country North Carolina III ELIZABETH'S TRACE DEVELOPERS, LLC W R V ?V E N E L Shy No.
a Checked By No. 3811 A G E PLAN PEACHTREE AVE., SURE 200 w~uNNG7oN, NC 25403 E N G 1 NE E I AI-PLANNERS I S U R V E
MNH 03070034.01 Masonboro Township 910.202.5555 Sao w Ave, sum ioi .mby-a,, ` ANN w: 910-23&9277 tic 1 910-256 IRVEYORS C-V
NOW, oc 910-25&2584 www.wtu+aaravenel.eom
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21.91 INV 1 1N Er 30" RCP I 21 ?
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l~ / I / ...27- ~ / l I 26.61 RIM MH S`~~
U ~o ~ I ' / 21.87 INY OUT f 20.95 INV ( 30 RCP
w~ I ~ ! / 1 I I ` ~ I 0 IN V INV21.32 INV
i ~ I l 30" camp
i r ~ ' / I ' 09LOCATE
SIDE OF I WHAT PRI
SHOWS,
III i J co GENERAL NOTES:
w~ ~ ~ ~ ~ ~ 1. NEW HANOVER COUNN PARCEL NOS.: PERMITTED DENSITY - IMPERVIOUS AREA -
II ~ 3134(12) - 86 -5624 13.68 AC. • 2.5 UNITS/AC. (R-15) SINGLE FAMILY HOMES (34~ 1 I 3134(12) - 86 - 5432 TOTAL UNITS PERMITTED 34 ROADS = 52,400 S.F. f4~ 119.000 S.F.
N o~ ~ 2. TOTAL TRACT AREA: 14.12 AC.t SIDEWALKS = 6,300 S.F,
fAL rr
3. ZONING ~iSTRICT: R-15 TOTAL LOTS PROPOSED - 34 177,700 S.F. 4.07 A.C.= TOTAL I I ~ (PROPOSED RESIDENCES ARE SINGLE-FAMILY
Y I 4. LAND CLASSIFlCATION: TRANSITION STRUC?URES W/ MAX. 3 BEDROOMS) do CONSERVAl10N ~ EXISTING WETLAND PERMANENT WETLAND IMPACTS TEMPORARY WETLAND IMPACTS /
I~
~EVEIOPMENT DATA: OVERALL DENSITY - 2.41 UNITS/AC. EXISTI
(a c~ AREA OF LOTS - 5.72 AC.t AVERAGE LOT SIZE - 7,328 S.F, WETLAND J AREA OF R/W - 1.90 AC.t (LAND A 0.011 A.C. WETLAND ~1 0.0106 A.C. WETLAND ~9 0.0416 A,C. /
REC. AREA ACTIVE/PASSIVE - 5.15 AC.t TOTAL LINEAR FEET IN ROADS - 1.679 l.F. WETLAND POND/LOT AREA - 1.35 AC.t TOTAL ROAD SURFACES - 82.815 S. F. (LAND B 1.26 A.C. YYETLANO ~2 0.3804 A.C. WETLAND ~l10 0.1533 A.C.
J J WETLAND TOTAL TRACT AREA - 14.12 AC. RANG C 0.57 A.C. YYETLAND ~3 0.0333 A.C. YVETLANO ~l11 0.0421 A.C. PERMANENT WETLAND IMPACTS
W m a RECREATION SPACE - WETLAND TOTAL TRACT AREA - 14.12 AC. 34 LOTS • 0.03 AC./UNIT 1.02 AC. REQUIRED
~ s S Q U tLAND 0 1.94 A.C. YVETLAND ~4 0.0001 A.C. TOTAL 0.2370 A.C.
MINUS CLASS IV SOILS- 0.44 AC. TOTAL fAL 3.781 A.C. WETLAND ~5 0.0001 A.C. TEMPORARY WETLAND IMPACTS
m I (WET FILL AREAS) ACTIVE RECREATION AREA - 59,730 S.F. 1.37 AC. YYETLAND ~6 0.0003 A.C.
n O MINUS NATURAL WATER FEATURES- -0- (NOT APPLICABLE) PASSIVE RECREATION AREA - 164,5741 S.F. 3.78 AC.
O N ' TOTAL DEVELOPMENT AREA- 13.68 AC. TOTAL RECREATION AREA - 5.15 AC. YYETLAND ~7 0.0001 A.C.
r YYETLAND ~8 0.0003 A.C.
7 Q
TOTAL 0.4252 A.C.
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ELIZABETH'S TRACE DEVELOPERS, LLC WITHERS. RAV kv N URVEYORS C~l 51
o Drawn By NO W&R 0 7/10/07 NBRIDGE SUBDIVISION WETLAND IMPACTS P New Hanover Country North Carolina ' I & ~ PLAN 3811 PEACHTREE AVE., SUITE 200
0 LAU PE N E WII.MINGTON,NC28403 ENGINEERS I PLANNERS 1 SURV 910.202.5555 7040 wdancsWik Ave, sum im_ wrim , North Carolina 28403 ul: 91o-ss6-9sn raX910-25 fax [phone] www.withersravL"W.can
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