20081775 Ver 1_Site Plan_20081202

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i ROPERTY OWNER: INNER BANKS DEVELOPMENT LLC. ~ 1IICINITY MAP
/DEVELOPER 206 CRESCENT DRIVE , \ WINDSOR, NC 27983 ~ , \ \ ®Z~ \ \ ` E NOT TO SCALE ~ ®Z>
-(252)-945-3315 \ ~~L ~ m
' . \ 2. PROPERTY IDENTIFICATION: GPIN#: 5694-45-6920 ~ \ ~/-~1 w a 0' n N E
D.B. 1551, PG. 167,172 AND 177 , \ \ r 1 y V1 c
CYPRESS SHORES ROAD
WASHINGTON, BEAUFORT COUNTY NC ~ ' r~,`,.,°, ,°i SEC110N 4~r4 WETLANDS ~ 4
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3. RECORDED REFERENCE: D.B. 1477, PG. 155-158 t \ ~ O to o..
~ ~ 4. PARCEL AREA: 919,880.48 sq.ft. (21.12 ACRES) ~ ` I ~ 'c/~ ~ U ro I p \ \ .PROPOSED NON-COASTAL I ~ ~ * ~ mN
` WETLANDS IMPACTS S~ G ® ~ z w P a^~ ~ ®,~I
i 5. PROPERTY IS LOCATED IN A F.LR.M. ZONE "AE" (EL. 10) SUBJECT TO ~ ~ ` 'err-r~~•`~'r%1 ~ ~`~r6 ~i~ w o a "W
CHANGE BY FEMA COMMUNITY PANEL # 3720569400) INDEX DATED ( / \ \ N,rrJri'rirri'rrrrr z ~ \ \ (rr; rr rJrr/J rrJ'`1,,~ C9 > o
05/15/03) , ~r'rr,4rrrrrrrtr~ EXISTING CANAL z z \ W
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6. BOUNDARY AND WETLAND DELINEATION SHOWN ON THIS PLAN ARE PER A SURVEY BY HUGH. A. SORRELL LANDSURVEYING SUPPLIED TO QUIBLE & ~
ASSOCIATES ON 06/18/2008. ' PROPOSED MAINTENANCE AND BASIN I ~
7, TOTAL WETLANDS ON SITE 151,608.40 sq. ft. (4,48 ACRES . U::•:, i / ~ ~ SITE.
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8. PROPOSED DEVELOPMENT: , r / ~
a. 27 T , / g ~ LO SUBDIVISION WITH 20 PERCENT MAXIMUM ALLOWABLE / ~ I;4;~\ • ~1 COVERAGE. - \ / ~ ~ v ' ~ / ~
b, 50,192 5F ASPHALT ROADS , / rr , ; ~ ; ; ~ F ~
c. EXCAVATION OF 31,480 SF UPLANDS FOR BOAT BASIN / i \ 1 F~n~~kh ' ~ I t 11 ~ }f / /^o ~ v
d. EXCAVATION OF 2,254. sq. ft. USACE SECTION 404 WETLANDS FOR ! ,
CREATION OF ACCESS CHANNEL ~ / \ ~ ~ f ~ ~ i ~ ~ ~ m
e. CONSTRUCTION OF 1,185 linear ft. VINYL AND WOOD BULKHEAD ;c.;;;:;,• ~~a ~ pc y \ F~~r~t ~ ` ~
f. CONSTRUC110N OF 578 linear ft. OF 6 ft, WOODEN WALKWAY AROUND , ~ a ~ . BASIN J L ~ ~ ~ °::1 / A ~ _~WO;~w
!:..::s k' STORMVrATER ~s'~ -~J 4 . BASIN ~ \ g, CONSTRUCTION OF 30 linear ft. ELEVATED WOODEN. WALKWAY 5 ft. ~ j / / \ U a.° Nova
ABOVE NWL ACROSS EXISTING. MAN MADE C NA g ~ ~ _ _
h. CONSTRUCTION OF 27 15 ft. b 25 f . ~ •"p:~,% • ~ m ~ ~ ( y t) WET SLIPS AND 14 (3 ft. by _ - - ~ . ~ \y Ap / ~ \ U 5 g w
12 ft. FIN R P E;r ~ ~ .imtl - ' ~ GE IERS ~ ~ :mil ~t , lPRV \ ~ .tr ~ / / \ ~ ~ ~owoaosF
' , ~aoc \ 91 23806 SF ~e 9. PROPOSED WETLAND AND TAR-PAMLICO BUFFER IMPACTS _ \ o ~ ~d~os~d~5~ U p~ ~'O ~ O
c' "tr! \ II WETLAND IMPACTS ' ' ~ / o d'• :::Tr' LPRt 1038.4 F l -I ~ \ s r• , meets 2 S [ONE ~ > ~ \ ~ O. BASIN EXCAVATION 2,259,54 sq. ft. }•r'
...,r J ~ BUFFER IM,PAC I o. :a'"` / b. ROAD CROSSINGS: 3 809.77 s . ft. ~'~`rr ~ - ' ~ r ~ / ~s' / \ ~ ~°~a ags s ~ ~
:'rte / i ~ c. ZONE I IMPACTS 3,011A2 sq. ft. ~ ;;fr 1,501.49 Sf ZONFF~ I~\ ~,.A~; ~ ~ \ ~ ~ ~
'.:Y ~ BUFFEI}VMPAOTS % ~f^~;-- ~ ~ ~ \ d. ZONE II IMPACTS.. 2,040.39 sq, ft. / ~ : , 1~ ~ \ n / ,j ~ ~ 1 °
~ ° - ~ • ~ .ice •.._,•I. ~ ~ A• ~ \ o ° 1 ! J~~ -J_ 1. l r \ , o it ~ ! ! ' • ~ ~ \ ~ y•~ V / 6 1 , ~ ~
10. PROPOSED BLUE: LINE STREAM IMPACTS (MAN MADE CANAL) r1:^i"~^''' ° -a A ! ~ a'°~w; I ? 1,634, ~ ~ ~ ~ \ V ~ \ ° 1°. 14 ~ewE a /
1,634.60 sq. ft, (67 linear ft.) \ , ` s ® ;,1 I / r i t r Ne IMPgc~ \ ~ ® / Y
/ ° S M ~15PDSAL 14509:5$-SF•..ZO I p ~ ! , ~ •'3e : .
11, PROPOSED 1 O ° AREk, i ~ ! OFFER IMPACTS ' ~ 5p': \ ~ 9,9 0 SF MAINTENANCE EXCAVATION OF.MAN MADE CANAL \ r' ! ~ \ ~ _ ~ ~ zo~g ~a
WILL TlE INTO RECENTLY MAINTAINED CANAL AND BASIN FOR SUBDIVISION ~ ~ ® \ ~ ~ ! ~ \ ~ ~ IC 11
TO THE SOUTH (RIVER VIEW ESTATES) \ ° ® ~ ! 'I 1,002.15 SF ZONE'I • . ' z& > of ~ ° ® \ ~ f I BUFFER IMPACTS tttt C`T ( \ \ / ® ~ • ~ N
r --^1- \ / ~
o / , ~ /30 000 sf DREDGE SP01C i " ~ . \ _ `Q 1~ ° lp ~`.q mf ° . ~ ~
/ / DISPOSAL AREA ~ 1 ~ ~ 0 * i ~A a.. ; ~ t.Xr. 1 9 P I °
, „ ~ ; ; \ ~ ~ 1 I
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7 !dam a ! I~ ! ~ ~@ \ \ ~ \ \ . /B I / •
f \ ~ STORMWATER ~ / ~ 35.68 SF ~ ° o
• ~ BASIN ~ WETLAND IMPACTS / \ `y ® o®~~• • - / 7 l ~ , V v \ ' , , l! / d ~ ~ tip. ~ y / ~ \ / , fl U" ~;~i jt ~ 4l f-
- i " ti~oo~' e 9 ip / ~ N Q
~ ~ ~ rw.~ ~ \ ' ~ ~ ~ i ; I ~ ( ~ X •x. ~%'.~,Q ...E ~ \ i ,,5~Q5 8 ' ~ / o
e . / U 3 4 ~i1 O~~J 1413..
' ~ ~ ~ ` 2t ~ ' { ~ 1 ~ 2 2 yP G A 15 ~ ~ ~ Z t 6~ S~pR~~ ie /
~d+S~'y~P ~1 ' 78.17 ~ / g'o0~ yyP 19 `
/ ~ ~ a . ~ ~ 1 ; 3 0 yyP 'f'~ i emwrta,ae L - - ND IM 1~~ ' l ~ , ` t ,21Za - ~ Q
s'~ r_ . ~ Z 23
i ~ 578 LF 6' N7DE
4 - / y ' ~ 1,823.93 S~ ~ ~ i ~ I / _ =t y, ~ ND IMPACTS \ Q5E ~ I ~~1 WOODEN WALKWAY Q . i V
IS11NG MAN MADE '
~ 33,740 SF DRAINAGE FEATURE BOAT BASIN ~
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806 LF WOOD/41NYL BULKHEAD
'b 4r ~ ~ Ali \ ~ ~ i ~ I i ~ t / 111
a ' / h DETAIL OF BOAT BASIN AND SLIPS 1" _ ~0' 2,259.54 SF ~
`~l \y~ i ~~0 k's'{• l;fir e,F'r`.+ `4. \ \ `~t ~ ~G _ 2,~ 9v ~ ~ ' s.f 1 £~rr z ~{a ~ / ~Q,11~/ ~ ~3 DO -.R"J' WE WETLAND IMPACTS
1z \ r' 'wY \ \ ~ / ~ / ~ ..I '2~ 270.62Ac.Ft
p~ aJ' ~ ~ ~ off- f ~v ~ ~ 2 , 36 Sq ~ ~ ~ ~ C~
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/ ~ . i, z. J ~ ' 19,900 SF _ = -s.oa ~ MAINTENANCE DREDGE ~ ~13
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r -4 25 .
'°'i - , .I i,~ % 2.50X J
-boo - x ~ w ' ~ ;sic -4:~~ ;,s _
~ r - - -4.50 \ ;`„a \ / ~ 0 18' 1~~ r tw ' ¢r? ? d
, _ ~ .,..4„ ~ `~i -475`.
` `E \ ~ - f'X -5:00 UPI~N iJ . ~ 21 20 ~ ~ `~;:r ~
f~,:s t-3.00 _ ,v fr 4-a `'sti x -4.75'` '0.,. ~-6.00 ACB I , ' ~ o 0, 04 Sq Ft, I , , 22 ~ H
~'a. X L85 Ac. i 23' t s~ W
_ / F x -4.25 _ `b'S~r x-4:00 I ' ;:k'i t~~.~,. 578 LF d
GRAPHIC SCALE _ ~3,•;~,,, ~ ; _5.00 ~ ~ , ~ ~25~~• _ ~ ~~°i WOODEN
s 4 ~~.Y,J 100 D 50 lOD r ~ -3.50 ,
~ x ~
A ~ ~ ;1 ~ ~ ~ EXISTING MAN MA
(IN FEET) 1 R _ r _ ~ \ ~ - - ~ ~ ;1 ~ DRAINAGE FEATU I 1 33,740 SF coMa~ISSION No.P07106
1 itlch = 100 pt, , ~ -
~ ~ .J ..J• l 1\ e . ~ BOAT BASIN ~ESIa~® sY
q ~3i~ ~ _ ~ DRK
c > \>x \ \ \,~s /
'Qo 1 ESTIMATED SHORELINE BASED j \ ~ ON AERIAL PHOTOGRAPHY AND f ~ j 806 LF AZ
.l USGS TOPOGRAPHIC QUAD-WASHINGTON / ~ ' ~ ~ WOOD/VINYL BULKHEAD cNECK® sY i~ DRK
BEFORE YOU DIG ! 'e•.. ~ v... i• r ' ~ ISSUE DAIS
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L LIFAIA VWVtilf VN Ntst rLANS is dEUEVEV TO BE ACCURATE, BUT THE ACCURACY IS NOT ~ GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
1-800-632-4949 FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
NORTH CAROLINA PRIOR TO CONSTRUCTION. IF A DISCREPANCY ` WORK SHALL CEASE AND THE ENGINEER SURVEY INFORMATION TAKEN FRO IS FOUND, C 2 ION TAKEN FROM SURVEY ENTITLED
ONE CALL NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS SURVEY FOR SHADY SHORES L, P NOTICE TO PROCEED. REPARED BY HUGH A. SORRELL, DRAWING FILE: P07106.1-Bos®.dwg 0Y SHORES' REVISED DATE JUNE 18, 2008 DRAWING FILE: ACAD ! I GH A. SORRELL, PROFESSIONAL LAND SURVEYOR L-2849 ai StT~RQUklr':RBRP PLOT SCALE: PLOT
FILE: 05081BXD01 PLOT SCALE; 901 \ ,ggER ~
OF 2 SHEETS