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LEGEND
AC ACRE
BLDG - BUILDING
CF - CUBIC FEET
CL - CENTERLINE
DB - DEED BOOK
DEVELOPER: DR _ELEVATION
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
SAPPHIRE, LLC EIS - EXISTING IRON STAKE EOP - EDGE OF PAVEMENT
EX - EXISTING
r~~~ ppOO1lE AvE. FE - FINISHED ELEVATION
G OrZ f\ FF - FINISHED FLOOR
SU~TE 1OO~I FT - FEET
NORFOLK, VR 23510 LBV - P~UNDT
LF - LINEAR FEET
LP - LIGHT POLE
K
757-622-4548 Max - MAxirnuM
MIN - MINIMUM
N/F - NOW OR FORMERLY
NTS - NOT TO SCALE
ENGINEER. p ONP - OVERHEAD POWER PAM PIN - PROPERTY IDENTIFICATION NUMBER SO STROUD ENGINEERING, P.A. PP POWER POLE
ALICC~
Q~
R - RADIUS
RCP - REINFORCED CONCRETE PIPE ~
107-B COMMERCE STREET ROW - RIGHT-OF-WAY SF - SQUARE FEET
GREENVILLE, NORTH CARQLINA 27858 SIP - SET IRON PIPE SIR - SET IRON ROD
TYP - TYPICAL
NWL - NEW WATER LINE
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PERVIOUS PAVEMENT
1 ~
INDEX OF SHEETS: ~ IMPERVIOUS PAVEMENT
~ _
SNEET1 COVER SHEET
BOARDWALK (BOARDS WITH GAPS)
SHEET 2 COMPOSITE PLAN
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SHEET 3 EXISTING CONDITIONS & DEMOLITION PLAN 15---- EXISTING coNTOURs
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SHEET 4 SITE PLAN -10- PROPOSED CONTOURS
SHEET 5 PREVIOUSLY PERMITTED SITE PLAN ~>"'~~,=~}kr~~~'°'me, M~~Y JANE ~.N
SHEET 6 PERVIOUS & IMPERVIOUS AREA PLAN ; 9:, ~fi ti.2 ~1
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oar, 3 , DRAWING NO.: -88 n ~
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NCGS MDNIlNENT "SPRAY" ' ~ ~
ELEV.4.09`(NAVO 88 DATUM)' GRID COORDINATES I ! R E V I S 1 0 N S
N; 669.407.25' ' '
E;3,048,736.36` aj I BY N0. AT I N SCALE FACTDR:0.99988449 f j LHJ 1 3/18/09 CAMA COMMENTS
} DM 2 3;30/09 ADb BDARDWAIK
DISTUREED AREA 2.~ ACRES ±
COMPOSI'T'E SITE PLAN
~~5~' ~EST~R~
. A'~T~RAS ISLAND 5~~~'ES
SALVO KIPjNAKEET TOWNSHIP QARE COUNTY NORTH CAROLINA
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o`~'Y~`~~^'~'~~~~`E~~~~ OWNER SAPPHIRE, IrI.rC DESIGNEO: LES
~~~`p~~'S~/~,~~~'r 245 BROOKE AVE.
~ ~ ~ ADDRESS suITE 404 oRAwN: GYT
S~At€,~ ~ NORFOLK, VA.23510 :o ~ PHON~ 757-622_a5os
APt'R~VED. ~ E 5
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'INS . diScet ewrni' , DATE: 02/05/09
40 20 0 40 eU STROUD ENGINEERING, P.A. . AA~'r^SCALE: 4 "=40`
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PROJECT NO.. 907-B COMMERCE STREET ~f GREENVILLEm NORTH CAROLINA 27858
GRAPHIC SCALE: 1 =40 J.A. MUNDAI', P.E. [phone] SHEET 2 OF 7 I VZ
DRAWING NO.. 002 _

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. . ~ D ~ ' _ a.......~ I 1 •.~,•Ga EXIST. 2,OOG GAL _ i i i j I i 1 i w,
WETtANDSES IJNFINISFIED FNV•.taeq••°•° ~ / 2.82TK ACP EX,DI UNFINISIiED \ wv° C . E.INV.1.36 EX.DI ~ ~ \ ( fR , • ' SETTLING TANK fiAN ASSEMBLY i i i l E i l i it o f l I j 1 1 1 1 Ij
N.INV,1.35 E.INV.f.40 ~ a ~ \ \ std i l 1 1~ 1 1 1 Il
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t 1 t 1 \ ~ ~ EXISTING ~ I_~ ~
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1 L. i t . . s..........: LHJ 1 /18/09 CAMA COMMENTS
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EXISTING CONDITIONS & DEMOLITION PLAN
BEST ~~STERI~
~.TT~R.~S ~SLA~~ S~JITES
i3YE3i3dlf ~~a?:' ~ t~ i~~, 5ALV0 K I NNAKE~7 TOWNSHIP DARE COUNTY NORTH CAROLINA
,~R' Ape,x,ea,a~'`'~,?` der
~ QWNER~ SAPPHIRE, LI1C DESIGNEDs ~Es
~ . ; m p ; ~ 215 BROOKI= AUE°
w~~~ t"_ ~ ADDRESS sul~~ X01 aRAw~: i,N~ e e ~ GYT
FHQNE~ ' NORFOLK, VA.23590
°~~~r~~,,,,,r,~~,` 757-622-450$ epaRnvcn• ~ cc
30 15 0 30 60 AASTOUR ENGINEERING, P.A. DATE: 02/05i09
PROJECT NOa, P1276-006 F r; - tCr 107-8 COERCE STREET SCALE: 1 "=30` OREENVILLE, NORTH CAROLINA 27858
1" =30' DRAWING NO.:-- es3 a~8 GRAPHIC SCALE: J.A. MUNDAY, P.E. [phone] SHEET 3 OF 7

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EXISTING ~ ~ ~ ~ \ ~'ERMIT ~ 1 ~ ~ ~ ~ ~ ~ I E ~ ~ i~ q ~
- - ~ _ . TED - , ~ IJAND BMA' ~
75 AEC ~ ~ t ~ . w ~ i I t ~--I ~ 1
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t ~ ~ p O a No ~G ~ ~,70 L ~ ~ d d a 6~ N ~ i i
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s r(. .k ~ ~ z~ ; a r ~ ~ r__ TYPE IN AEC(SF) OUTSI?E AEC(SF} TOTALSSF) ¢m ~ ~ d 0 I i BUIL?[NG 10,206 20,405 30,813
i- i
` ~ • `1 y,,~, ~ `I~ ~ oof ~ i ~ CANOPY 0 928 928
S~ ~ p d , PERVIOUS PAVEMENT 12,247 28,291 40,838
aZ o n 27+ ACRES ~ 2~$ ~ a 5 Y f ~ 1 ~ W O Y ~a ~ ~ i i 30Y.PERVIOUS CREDIT 13,674) 18,487) t12,181)
~ RETAI SHOPS ~ ~ y j ' ~ IMPERVIOUS PAVEMENT 989 6,684 7,673
\ i~ ~ e aver 3 .J e ` m 1 I ( f AM1aNITIES/OFFSITE 2,981 400 3>3$1
r' \ ` ~ ~ , ~ 2 t ` ® ~ ~ r. i ° i TOTAL IMPERVIOUS 22,751 48,221 70,972
, ~ i 1 1 t ! i i ,
~ ~ 1 1 ~ + AREA OF ENVIRONMENTAL CONCERN tAEC} 4,96 AC
! ~ ~ ~ , ` ~ a k ~ i/. IMPERVIOUS IN AEC ...:......................................10.61 i
r l ~ W I ® z W J z i i ~ ~ J X
~ ~ ~ / -
75 AEC ~ ! 7-~ AEC ~ .M ~ ~ w...,,,,.,.®„ ~ i I i
- i~ND a~ i
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AR - ~ (PERVIOUS PAVERS9 ~ s Y D
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i ' STRUCTURE ~ i I ! o~ l t t 70 REMAIN I f I t R p R a~ % + L I ` y ~~p ~,w DM 2 3f30!09 Apo BgAROWALK
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ENLARGED SITE ALAN
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ATT~N~.S ~~~~ANL~ ~t1~~~~
~~+t~atliit~t+9j~ SALVO KINNAKEET TOWNSHIP DARE COUNTY NORTH CARO~.INA
44,, ~i' t9.t, s6pa`M'l
t ~p,4~Y'~S~j~a`a~. ~#6 QWNER~ SAPPHIRE, LLC DESIGNED: LES 215 BRGOKE AVE.
w 4 ; # ~ ADDR~SS~ SEIiTE 101 • LH~ . ~ aaAwN• cYr ~
~ PHON NQRF©LK, UA.2351t)
a a,,tY. ~ 757-622-4508 nooonvcn. ~
nr r nvrL.u. LC.> X ~"•rmasemm ~5. °m
30 15 0 30 60 DATE: 02/05/09 AASTROUD ENGINEERING, P.A.
cu:~~~t z,•,s., . P1276~QQ6 SCALE: 1"=30'
PROJECT NO.. 107-8 COMMERCE STREET v i IL- tGREENVILLE. NORTH CAROLINA 27858
1" -30` DRAWING NO.: 004 GRAPHIC SCALE: J.A. MUNDAY> PI.E. (252) T56-9352 SHEET 4 OF 7

SITE DATA
ZONE CLASSIFICATION ............................................5-1
TOTAL GROSS AREA .......................................9.9"r AC
NOTES: NO. OF RESIDENCES ..................................................12
J 1. INTERIOR ROAD WILL gE DESIGNED AND CONSTRUCTED Q C6( TO NCDOT STRDCTURAL STANDARDS FOR PAVEMENT !STRl3CTED MENT NO. OF BEDROOMS PER RESIDENCE .........................6
_ SECTION. ROADS WILL MAINTAINED BY THE HOMEOWNERS ASSOG I AT i Otd. HOMEpWNERS Impervlaus Areas
TOTAL NO.OF BEDROOMS .......................................72
2. STORMWATER MANAGEMENT FACILITIES WILL BE MAINTAINEC BY THE HOMEOWNERS ASSOCIATION. BE MAINTAINED Existin t5F) Pr osed tSF) NO. OF PARKING SPACES REQUIRED .....................72
3. ALL STURCTURAL IMPROVEMENTS (INCLUDING POOLS, SPAS, PooLS, SPAS, Type In AEC outside AEC Totoi In AEC Autside Tatal NO.OF PARKING SPACES PROVIDED
~ AND DE.CKSI SHALL BE LOCATED WITHIN THE DESIGNATED FOOT PRINT FOR EACH BUILDING SITE t44'XGD' EXCEPT DESIGNATED Residences 0 4497 4497_ 9220 12180 26aoo OUTSIDE ...............................................................56 X6Q' EXCEPT Accessory Bldgs 2561 t) 2551 2561 0 2567
Ln FDR SITE 6 AS SHOWN I, tJ "z. UNDER BUILDINGS .............................................22
t 4. DEVELOPMENT WITHIN THE 3O FT. AEC BUFFER AREA WILL ER AREA WILL Driveway 0 3400 3400 6122 12182 18304 _ TOTAL ........................................'...........,,,.......,...~re
f ~ ~ i i BE LIMITED TO MATER DEPENDEAT FACILITTES; i.e.. BOD Qp RAMPS; AND PERVIOUS SURFACES; i.e., PERUIDUS WALKW~ ~ES; i.e., ppAT :RUIQUS WALKWAY., Paricfng 0 3960 3960 2826 13377 16203 'TOTAL IMPERVIOUS AREA...,...,48 515 SF =1,113 AC
C ~J 5. THE PROJECT WILL BE DEVELOPED ALL AS ONE PHASE. iNE PHASE. Boot Ramp 300 0 300 1250 0 1256 PERVIOUS PARKING AREA,..,...16,203 SF =D.372 AC
C,1 G, ALL PARKING SPACES SHALL BE CONSTRUCTED WI TN A Wailes 0 600 600 0 0 0 UNDESIGNATED ..............................4000 SF = 0,09 AC :I)WITNA -
PERVIOUS SURFACE. Undesignated 0 2174 2174 0 4000 4000
~ 7. BOUNDARY SURVEY PROUIDED BY R'. M. MEEK INS. JR. 8 NS, JR. ~ Em, ven. 0 0 a 0 2258 2256 PERVIOUS EMERGENCY
r> ASSOCIATES, INC. SEE MAP TITLED SAPPHIRE. L.L.C. ~ C~ DATE 914-04. iiRE, L.L.C. Turnaround VEH. TURNAROUND.........2258 SF =0.052 AC
t 1~( I 4 SpR ~ ~ G, THERE SHALL BE NO COMMERCIRL ACTIVITIES ON a pN Totai 2861 14631 17492 29979 48997 70976 TOTAL LOT COVERAGE .....................................1,53 AC
o Tt{IS PROPERTY. A Y ~ ( OF COVERAGE ......................................:............6.34/
~ 1 M ZONE AE, ELEVATION 8.0`. ~ FR
MARS JA E ~N r-.I rl LAMA SITE DATA
U ~ Z
TOTAL GROSS AREA .......................................9,9'7 AC
AREA IN HOAT BASIN ....................................1.1'7 AC
AREA IN 75' AEC .......................................,....4.95 AC
AREA OUTSIDE 0~ AEC ..................................3.85 AC
IMPERVIOUS AREAS IN AEC ..........................0.50 AC
E~~ ~ S8•r, AEON ANA[.
q6 q9" G ~ROP~ , IMPERVIOUS IN AEC .......................................1D.iD
3 N~ ENT w ~ z ~ ARP s + R.j~S
~ D.a, 9 PLC 1300, PG,3g3
~ ~ 1 Sgi° ~
9 i . DEL f . ~ + C'A ~ q -
l ~ _ , ao, f L I1jF A ~~r~E ~
~ ` I ® UPLANDS & 4Q + 9~o sF 2~ M8~ cOASrAL W 6. S1 / S
s~6, ~ e~DA M.
~ 275 SF ,?-L"" / • 4p 62 20 esa, Nc• ra3
~ WETLANDS . 1 ` 1
1 ~ t .2962+ ACRES >
. GAZEBO PERVIOUS HORELINE 4D4 WETLANDS- ~ . ,
t~ {SEE DET BOARDWALK } LINE / 7,S3) ~ / ~ 1 0 ~ ~t -
~ REPLACED i \ ~ J i r 4 / ~ N r n ~ ~
` . Ek. WOOD I ~ ~ ~ ~ ~
EX. WOOD 9UL f BRAKEWATER KHEAD TO 9
TO REMAIN tN _ RE1dAIN S3 34' o,E~ I Q ~r 4 )r j7 r
i rO 6E AO BDA1'S r i'F • OF p TIED UP ARC A 5 `
° „ , . NEE TO Ct,pW 90AR b C~ a 09 01 W / , xrsT ryE ED+ oWAL A I NO$ ! , ~ , • ING gU SIDE a u K ~ a 1 ~ A o .~opp~~A
15.1 ~ p`~ LrtNE ~ A,S~ u., • AD, N x ~ I ~ ~ a o~g' I12, Pc.ssz ~ LEGEND
N82 59 31 W ~ ~ • FOR ~ s, $ i 1 1 ~ t
7.61 ` ~ • , ExcLUSrvE IPER gRDWALK ~ o f""y. ' 4D4 WE TL • AA t!S)_ OF OUS) ~ 1 404 WETLANDS LINE= - - -
ANDS ~,INE • RON HILL x / ! ...."n.~."~...+r-„ y OWNER HARBOR w I 1 S,$°56~5t) ~ ~ SOaSTAL WETLANDS LINE'.w`^---
75 AEC \ t ~ ESTS I I ~ f 7 H RELINE-
PA~~LICO SOUND ~-•..I ,•..,.TyP. F - BUFFE e ~ 1$7.81 ~ ~Q STORM WATER PIPE= ~..~A~$o 75' AEC LINE= _ _
6 IN ,4i ~ ~ ~ t GER p r ® ~ o SEE DET IER ~ 1 ~ ~ ~ . , 6 S3) I (FQg~RtY HOOP ~-+A.tV 3p' BUFFTER LINE=
O ~ o ~i 1 e?q, 9 ~ rC EXISTING HOUSE SILT FENCE & LIMITS
i ~ ~ • TO BE LQCATEO o o~ o~ v ~ ' OF DISTURBANCE=
~ COASTAL WETLAND FC ! a ~ OFF SFTE 9Y N ~ ~ ~ RETAINING WALL=
° 4i , ~ LINE ~ , ! ~ q NEW OWNER ~o ti N ! ` ! x R Zo, TYp, ~ X10` 35 j~f ( ~ . ~C ~ FES= FLARED END SECTION
- ~ J ta` ~ c~. 3 a 1 R ~ ~ ~q' JB- JUNCTION BOX ~ j o. ~ HDPE~IIGH DENSITY POLYETHYLENE
. , tT1 N O 7q' r ~ ! ~ BOAT PU ~ . Trp. Trp. d ' CB~ATCH BASIN
~ Ur va, ) ~ EX. DOCK ~ ~ m ® J ae' ~ ~ to ~ ~ ~e, ~ ~ ~ ~o ~ ~ DI=DROP INLET
1 24' 75 CA MA r / ~ N AEC. t r o ~ ~ N rn TC=TDP OF CURB
EW 80q TYp, ) ' NEW 6 1 ULKHEADRAMp I t Q O O~ ti> o ~=BOAT SL iP N0.
r , ! , ~ 1 ~ EV) BULKHE TYa. Tva, ~ w ~ O o R/W=RIGHT OF WAY
EXISTING ~ AD y , j ~ STRUCTURE I ! , ~ARS~I - ~TRUGruRE ~ T` ~ ~r ~ FE=f INISt! ELEVATION
® TO REMAIN 20 8 , „ / 1 j ~ ~ ~ ~ ~ NNW=NORMAL HIGH WATER cn ~ ! ~ 25' MBL~ ~ ~ .
N75 33 01 E ! "4+•.~,, s / TY . T 7YP,-.,. I .'00 TC=TOP OF CURB
..1 ` e.r..,~, aq ~ (fit BEID PARKING ~ CO-CLEANOUT BELOW ° O '
' 1 RNAROUND L£ ~ / f f cc, ro GV~ATE VALUE
t t ~ t~ PERVIOUS pAV ~ i I ~ 35 ~ ~ FN~'IRE HYDRANT
p f !1 ~ , ~b ERS) Tvp. 40' -~=WATER METER
50, q 6 ~ , - / 1 J
~ ; STORAGE ` ~ ~ 1 75' BRAT PUMTANK FOR
1 ~ ~ „AFC p OUT Q I ~ rte- V~? j
; CEDAR , ~ Q r I~ O ~ ~ Q ~ ~
~ , I O W C1 cA .
~ ~ ~ CREEK , ~D~r _ ~ I . f 4 D 1) ~ e. ~ ~ TY TY~. Qom,. Q ~--1 ~ ~ ~
sr ~ , EXISTiPIG ~ a`_ ~ 111.27 SrRUCruRE +r' U.! ? ~ h- ~ W"'~ Mr
~j 65 ~ 53 ° , rO REMAIN ®`28' R I ~f~ S88 49 13 V~ i ~ ° ~
R rwl / ~ ry° o~ oz . 2J-T, ~ O
f +~`a.r" +w..
? N8q°4q`311r
~ ' 632. po ~ ~ w~ 44 s ~ - - CAS rr ,
S o 1 EMERGENCY VEHICLE (D `BULKHEAD (DEi` R-Q1)
URNAROUND
9 ~ ~ - - {PERVIOUS PAVERS) ~ /
i ~Q.K~ ~ S47°25`56" ~ REVISION S
PA TRICIA FO~JI~ 27. p0' E BENCHMARK
NCGS MONUMENT "SPRAY" BY N0, DATE ~ ELEV. 5, O8' ~w~ 1 i~eio9 cA~A cora~Nrs
PREVIOUSLY ~ GRID COORDINATES
APPROVED RAMP 6YIDTH N: 669,407.25`
3G, E:3,048,738.36' SCALE FACTOR:0,99988449
15' ••-NEW PROPOSED WIDTH
r 1
NEW BULK HEA

~ ~'7.. SITE PLAN
~ t..; PREVIOUSLY PERMITTED
I J PERMITTED RMITTED BUT NoT coNSTRUCTED B E~ T B~ E R N
>:•~QAtx ~ J
:~tP BA'~TERAS I~LANI~ ~I~IT~~
*t45aaE~~~=re€pf~ SALUO KINNAKEET TOWNSHIP. DARE COLENTY N(?RTH CAROLINA
~&.a ~EA'~
~~~`,~~~>°:r`~,~;s~x<,;~~•~°*~ O~V'NJ~R: SAPPHIRE, LLC DESIGNEDc LES
Q~iC` `n 215 BROOKE AVE.
w ~ ; ~ ADDRESS . LHJ SQL c~0 w SLATE 101. DRAWN• GYT ~I
`O'1 ~ P~®NE~ NORFOLK, VA.23510 °g ~ ?57-622-4508 dppRf1v~ne € ~c
e''l ppppyyppyy~;~~a IV' R r.. i I i- I -V - - A6 ,f i~l3V •'y~a W
DETAIL 50 25 0 50 100 DATE: 02/05/09
~ SCALE:1"--50' ~.~_._DRAWING NO.: -99&02.© GRAPHIC SCALE. AA STROUD ENGINEERING, P.A.
PROJECT NO.. P1276-006 ff I' =50' ~o9.07-8 COMMERCE STREET SCALE: 1 "-50'
{ GREENVILLLE, NORTH CAROLINA 27858 J.A. MUNDAY. P. SHEET 5 OF 7

COASTAL WETLANDS-`. ~ f „b ~ ~ ~~L co
r ~ ' r a. LINE > ~ w r
_~1~ . ~ o
.,,...s- ~ + v ~ t ram,,,,,, , I ( ~ r~ r r
~ a ®,ie NEW BUf.KN£AD ~ " - ~ ~ ~ 2 t ~
T • ~a ~ ' ~ ~ ~ I ~ 0
r ~ r m 1 f 4 ~
~ ~ ~ ~ N I 1 f , + C'3
! ~LFFE rrtt I~f~ ~ w
~ ~ _I. 1 I ! ' ~ I
,l ~ r v' ~ 'I ~ ~ ~i r 1
n o r ~ <C a i
r` - - ~ Ir m~ ~ r ~ r ~ nrr 11 / fM t 1 1 r !~U B URfiIS I ~
BE~IARD HOOFER ~~f
f IN t ~ 1 ~ ' ~ ~f t D.6. 112, PG.{S?. ~
~ 1 f ;
1 ~ i 1 f
I ' t f f ;
J © l ~ ~ ' f
~JX. BQAT ~ f t , ! '
BASI~~ ~ r r ~
Sl5° ~ 56 ~ 650" ! ' t~ 207.57' t #
i ~ ~ J
0_1 ~ ~ ~
o
~ / x ' ~
w f i ~
I r
. ® / f
1
, I
~ • i { ~ I
I • i ~ 6 ""`1 I v ? o~ '
. a~ ±
i t o~ '
" o] b N~ ~ r-- ~
~.~1 ~ a~ Q If t~ I
x ~._a. I
Y ~ ~ ~ O r i
w _ _ ~ I
BOAT PUMP OU7 ~ ® _ -
~ ~o i z
- EX. DOfK ~ ' ~ ~
pp ~ ~a J'~° CJ p ~ aQ ~ r.,:
4 ~ ~ Q~ F d ~ NEW BULKHEAD
v ~ ~ dl~r
' ( ~ ~
~ t EXIST[NG rt ~
C ~ ~ i STRUCTURE i I °;r: ~tsJ ~ iV f I C
~ ~ L.__-t,.M~ TO REMAIN I ~ ` Q y -
~ ~ Z ;
° . \
C M w ,r.. ,,,w ~ ` Q ~ , . k z
•e ~ ~ 0 7
~p ~ RETRI SHOPS m ~ . ~ ' " 0 REG. PARKING SPACES = 162
w ~ ~ x z s~ ~ HC PARKING SPACES = 6 TOfiAL PARKING SPACES = 168
/-..~...Rw, m. .w
1t 4 1~ TOTAL IMPERVI01J5 AREA = 70,972 SF
1®, a Q 'i 1 / (INCLUDES EXISTING BUILDINGS, CABANA, POOL APROPJ AND OFk"SITE IMPERVIOUS AREAS)
t w w 1 r ® f x z
t oe ~ ~ PERMITTED AMOUNT = 70,976 SE
1 ~ ~ m 6ELOW PERMITTED AMOUNT BY 4 SF
75' AEG 1 \a
~ ? e EFTATNIfSG ~ WALL fSG
EXISTING "I cY vExleLE vExle4E LEGEN~J
BUi.KNEAD _ EMERGEQUNO ~ "ftlRNAR „PAVERS) }
~ ~ R tPERUlOU~ - t~~? • 16"SHIEK WASHED PAVERS) K wASxEp PERVIDllS PAVEMENT
I / ~..,.~..1...._i WfONE BASE F TI G ~ ? ~ ~ , s 'E REVISIONS
_XIS RE I` I i' STRUCTU ~ i 1 ~ Q
TO REMAIN ~ ~ I I R P rl ~ ~,d~~ E-~_ r -~I ~ II 1~1~11L.~1 IMPERVIOUS PAVEMENT Y N .DATE LHJ 1 3/1&/49 CAMA COMMENTS DM 2 3/34/09 ADD DDARDWALK
_ II - - - - ~ a e°,. rr_ ~ t,E
a'"°e,~ , 6e.~w,,,..,.,..:.s.n..~.,,,, .,,ern... ....~em®.~..~m®..a ~EYJSTJNG 6ULKMEA6~ BaARD WALK
(80ARQS WITH GAPS)
PERVIOUS & IMPERVIOUS AREA PLAN
B~~T V~~~TRN
~-~A~"~EA.S ISI~AN S~T~~
4me~~~~FiE&iFPiiii SALVO KINNAKEET T04~NSHIF DARE COUNTY NORTH CAROLINA
~~4° Gr~,~~ ~aa ptl4 atlPpW 6
~4~1c~~°",~~G~~i,~~ ara~ ' ®AV~jR~ SAPPHIRE, LLI~ DESIGR€D: L~S
~ 215 aRaaKE AVE. ~E~k~ ~ ADDRE~S~ SUITE 103 DRAWN ~ GYT ~i
D2~~~? . PO~E~ NORFOLK, VA.2351a 7~7-szz-~soa
tea. *pa+~jN~'Jr.~C"~9a APPROVED: LES
i Fd~ vI .rPesyssFis leg
`nor mfuN DATE: 02/05/09
30 15 0 30 60 AnSTROUD ENGINEERING, P.A.
l r ! I~ f'j 107-9 COMMERCE STREET SCALE: i -30
. P1276-006 PROJEGT NO __._.-.~..~.1. GREENVILLE, NORTH CAROLINA 27858
J.A. MUNDA~', PEE. [phone] SHEET 6 OF 7
DRAWING NO.: oos GRAPHIC SCALE: 1 =30.

s~
r
---r-
FRONT ELEVATION
SCALE: NOT TO SCALE
60'-0" 66'-~" _ 38'-0" ~SETAL ROOFSEAM EL 55'-O~f°
2.25 ,12'''x, `--1
47,_
THIRD STORY
I
El. 36'-9~,~
SECOND STORY
EL 26'-49fs -1 "STANDING SEAM ~ ~ METAL ROOF R40FSE~M
12 12
- -l 2~ FIRST STORY
EL 15'-0" ~ REVISIONS i~
Y N AT 0
LFlJ 3f48f09 CAMA COMMENTS
~ ~ ' ~ ~ ~ ~ ~ - RETAIL
RETAIL PARKWG GARAGE I EL 9.1
EL 9.1 - - - - EL 4'-9"
BUILDING CROSS SECTIONS
BEST ~~~T~R~~
LEFT ELEVATION RATTERAS ~~LA~ ~~~TE~
SCALE: NOT TO SCALE
a~4~~'u~aa~~s~~~~ SALVO KINNAKEET TOWNSHIP PARE COUNTY NORTH CAROLINE'a ~ k t
~~~`~~~x,t.~~Ts~t OWNER: SAPPHIRE, LLC DESIGNEDs LES
`~x' ~~,4~~'~~~,`.n"f'~ ~ 215 BROOKE AVE. ~~y~ ~OOR~~~~ SUITE 101 DRAWN: GY7 ~i
y, ; k,'~ ! ~P 0 ~ ~ ~ P~ON~' NQRFOLK, UA.23510
x b 757-622-9508 g e a APPROVED. LES
~ et"eeoere¢ e'
~a`s~ DATE. 02/05/09 MON. STRUD ENGINEERING, P.A. fill AA
107-8 COMMERCE STREET SCALE: N T S
P1276`006 PROJECT NO.. GREENVILLE, NORTH CAROLINA 27858 . A. MUNDAY, Pe I252I 756-9352 SHEET 7 OF 7
VV! ~4~4 DRAWING NO..