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212 North Front St. 3
Suite 500 W
Wilmington, NC 28401 ~ J
ATLANTIC BEACH, NORTH CAROLINA 910/254.0222 ~ Q
ClineDesignAssoc.com i=
S H E E T I N D E X; 910/254.0228 FAX W z
CONCEPTUALSITE PLANS & BUILDING SECTIONS ~ ~
G1,00 CODER SHEET Q m
CAMA SUBMITTAL
SD0,10 EXISTING SITE CONDITIONS o ~
~ Cn
SD1,00 OVERALL CONCEPTUAL SITE PLAN 3 Q
VICINITY MAP: SD1,10 CONCEPTUAL SITE PLAN PARCELS A - D & E o ~
SD1,11 CONCEPTUAL SITE PLAN PARCEL G ~ Q
~ U
A3.01 CONCEPTUAL BUILDING SECTION 1 PARCELS A - D 0
70 Z
A3.02 CONCEPTUAL BUILDING SECTION 2 PARCELS A - D
Q
A3.03 CONCEPTUAL BUILDING SECTION 3 PARCELS A - D m 0 I -
ATLANTIC BEACH/ A3.04 CONCEPTUAL SITE SECTIONS E3-E5 PARCEL E ~ CV
MOREHEAD CITY BRIDGE A3.05 CONCEPTUAL BUILDING SECTION 1 PARCELS G ~ ~
0 z
RECLAIMED WATER SYSTEM ~ o
w CODER SHEET ~ ~ 3
C-1 EXISTING SITE CONDITIONS W r, z V Z
58 ~
0 C-2 PROPOSED SITE CONDITIONS o W
Q C-3 UTILITIES`' ~ ~
W
W BOGUE BLVD. > , ~ E BO UE BL D. C-4 LAND APPLICATION AREA 1 & IRRIGATION SYSTEM DETAILS ~ ~
W
C-5 LAND APPLICATION AREAS 2 & 3 a
0
W TE MINAL BLVD. ~ O ~ E TE MINAL BLVD. 0 L-1 LANDSCAPE'PLAN o W
S-1 CONDOMINIUM PLAN l DETAILS ~ U
OCEA RIDG RD ~ N S=2 GENERAL MBR BUILDING DETAILS W V U
0
AT ANTIC ATLANTIC BLVD. E S-3 EQUALIZATION TANK & SECONDARY 5 DAY TANK DETAILS ~ z a
W BOARDWALK BLVD. S-4 SIGNAGE & MISC. m
W E ° _ T-1 TREATMENT SYSTEM DETAILS ~ V
z W
SITES S T-2 HYDRAULIC PROFILE Z Q
SY-1 TREATMENT SYSTEM SCHEMATIC a W
~ m
SY-2 PIPING &INSTUMENT DIAGRAM-LEGEND ~ V
SY-3 PIPING &INSTUMENT DIAGRAM-BIOLOGICAL, FILTRATION STORGE, N ~
MEMBRANE, BLOWERS & COMPRESSED AIR SYSTEMS ~ z
z
OWNER/ OCEAN KING, LLC SURVEYOR: STEWART ENGINEERING, INC. SY-4 PIPING &INSTUMENT DIAGRAM-SLUDGE HOLDING,
SODIUM HYPOCHLORITE, & CITRIC ACID ~ 1-
DEVELOPER: Po Box 250 20~ N. Front street W
700 East Fort Macon Road Suite 103 STORMWATER ° a
Atlantic Beach, NC 28512 Wilmington, NC 28401 x w ~f J
[phone] [phone] COVER SHEET ~ c~ n
C-1 EXISTING SITE CONDITIONS ~ ~
Contact: Mr. A. B. (Buddy) Cooper. Jr. Contact: John Jenkins II, PE 0 ~
C-2 PROPOSED SITE CONDITIONS ~ z
ARCHITECT: CLINE DESIGN ASSOCIATES, PA ENVIRONMENTAL ENGINEERING & ENVIRONMENTAL SCIENC 272 N. Front St. ENGINEER: 3008 Andersen Dr. CIENCE CO. C-3 PROPOSED STORMWATER STRUCTURES z ~
C-4 STORMWATER STRUCTURE DETAILS ~ ~
Suite 500 Suite 102 8 Q
t EROSION CONTROL N
Wilmington, NC 28401 Raleigh, NC 27609 Z
COVER SHEET O
[phone] [phone]
Contact: Kent Harmon. AIA Contact: Patrick Shillington, PE U C-1 EXISTING SITE CONDITIONS
W
C-2 PROPOSED SITE CONDITIONS ~ ~
LAND CLINE DESIGN ASSOCIATES, PA CAMA JONES COASTAL CONSULTING, INC a
C-3 EROSION CONTROL STRUCTURES & DETAILS W ~
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PLANNER: 2~2 N. Front st. PERMITTING: 296 Bay Drive Suite 500 Smyrna, NC 28557
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Wilmington, NC 28401 [phone] ~a
09/04/2007 OWNER REVIEW z W
[phone] Contact: Charles Jones
Contact: Tara Schwenzfeier, RLA/AS LA ' U
12/21/2007 CAMA SUBMITTAL ®0

EXISTING 1 ~ EXISTING TNG tlNG _ QED ~ I BUILDING
I BUILDING J ~ BUILDING
L-'" - - - - - - - - L_
24" CURB \ AND GUTTER E
~ x-x-x CA~ x- -x-x-x-z6_CXAIN %INK F%NCE 6' CHAIN LINK FENCE ~ z x-x-x-x-x-x-x-x
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~ EAST TERMINAL ZONE AE ELECTRIC 1 50' RIGHT-OF- EAST TERMINAL BOULEVARD + .aa' LANDSCAPE ~ +ss1' 50' RIGHT-OF-WAY TIMBERS
(EL 9) BOX ~ 1 6
5
ZONE AE ~--ss- -ss--_ s---s~- ~ (EL 11) I I ~ SIGN 1 E_ SIG~~~_~_--_ S88'35'1~~8~ig8,5~ ~ GAVEL SIGN DIVE
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I o j 1 n L 6~ CHAIN
1 ~ x MONITORING WELL 108.5' ( +5.9T 106 LINK FENCE 1D ~ IR 5 Imo- ` ~X " I ~--6 ~ I I 201 N. FRONT ST.
11 I ~o ly 11~ I I I SUITE 103
PROJECT BENCHMARK ~ NIA r 6 TOP OF REBAR z caNS~RUSUO~ `~~I ~.r_ I ZONE 9AE I I i WILMINGTON, NC 28401 ¦ MATERIALS ~ ` EXISTING
ELEVATION=6,26 ~ 1 21~ (LAY DawN AREA) I u+Enlrt; I T 910.796,0145 a F 910.796,0146
> a ~ o a 1D +5.97' ~
~ 3' WOOD AND ~ { ~ ROPE FENCE x ~ I I ' I I wwwstewart-eng.com 12 ~ I 13 I 14 I 15 I 16 i ;
1 f~ GRASS GRASS a I x x x- III ~ ZONE X
I 1 ° £ I 1 P GCEL STEWART ° I I PARCEL ~ I
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> 1 ~ MONITORING WELL 1~; 5.45' n ORING WELL ® I a n ~ j I~ r CKAIN UNK FENCE ~-x-x-x MAP B00% PAGE 89 I I x-x-x-x- MONITORING WELL I I I I I I
I
I i ~ ~ I 11 X ~a' I~~/ k I o IP ~ ~ w
I N09'43'14"W 6 _-6 ~ ~ I I I = E OCUE BLVD S01 J 0219 W ~ I I I I I I W TE MINAL BLVD ~ E TERMIN L BL
i q X 12.83 OP I ~ I ~ 5
I I m, N88'35'42"W 148,15' 1 N ~ w. 42"W 14815; ~ ~ ~ ~ ~ EIR °i I ~ I OCEA RIDG RD ~ 2.0' OVER ~•5 EXISTING as I I I I I I AT ANTIC A ANn BLVD E
I 1 5.35' NN. I LINE HERE` a BUILDING c I I I
1 DISKSS 501 %03"W M ~ / J h~ i I I I i LOCATION MAP - NOT TO SCALE iB•49i 1 ~
I ~ +5.75' EIR NRB ~~J- LEGEND:
I 58'4'12"E 1 h
a" ss- _ss_.-I 0o I q 5.85 ® CALCULATED POINT (NOT SET) I ZONE X I ZONE X NL ® EXISTING SURVEY NAIL
~ti I I a~" I ~ I ~ ~ / CONCRETE I I I I E-X ® EXISTING SCRIBE MARK
~q I q c; a I I ~ I I BuLKHEAO~ yll I EIP ® EXISTING IRON PIPE
x~ ~ I r--V--# y_-_y- 6 I m ~~I ~ u~x xFWOENCE ZONE11VE EIR ® EXISTING IRON ROD / I~ ~ Lx J I I NRB ® NEW REBAR (SET)
I I 6 +6.33' W ~ ~ I Q EXISTING DRAINAGE SYSTEM MANHOLE
i I I a ~ / ~ I S1C170 I ONA' I I QS EXISTING SANITARY SYSTEM MANHOLE
5.4~' ~ I SOIL I I I SOIL AND GRAVEL 13 0 H ~ ATLANT1C~BdACH I Q EXISTING ELECTRIC MANHOLE II~ a h I BLOCK "L" ~ x ~ / 'I 3 ~ I MaP BooK 1, PAGE 89 ® EXISTING SEWER CLEAN OUT
rn ~ I I ~~I ZIP ~ i I I WV ~ EXISTING WATER VALVE
ELEC IC ~ BOX j I °I x ~ I I WM 0 EXISTING WATER METER
'Ipgp Im ~ RIM=5,26' 1PED I • q ~ s7~3li____ ____$L'MSc.t1YASr.J1!(A@L____ o~ ~l ~ ¢ I ~ EXISTING FIRE HYDRANT :~tIYA~.DliAI~L----------------------------u LP ~ LIGHT POLE
j/// +1 • s r~ i I I I TP ? TELEPHONE PEDESTAL
PRELIMINARY ~ ~ % ' I I / ~ r II ~ I I I ? ELECTRIC PEDESTAL
NOT FOR R,BL"ORDINC OR CONV!!"YANC~ I ~ e°e~ ZONE AE ZONE AE ~ ~ ~ E® ELECTRICAL TRANSFORMER
~ I ,h/ (EL 9) I ~ q % (EL 9) + I -OHP-OVERHEAD ELECTRIC LINES j
I i +5 I ZONE AE ~ _ _ I 34 I 33 ~ 32 ~ 31 ~ -W- UNDERGROUND WATER LINES ) ~ _ ~ ~ ~ L/A LANDSCAPE AREA
I / SURVEY REFERENCES o I (EL / /1i CMWALLT I II/
~ I +6.27' PARCEL OWNER DEED BOOK PAGE TAX PIN PARCEL AREA I
A STEPHAN C. GOULD 984 433 6375 i6 92 5778 883 SQ, FT. ~ /I ~ PROJECT BENCHMARK ° ~ / ~ ~ - _ _ _ _ _ _ _ _ TOP OF REBAR 8 CAMERON, WEBS, & COOPER 1178 282 6375 16 92 5775 1,299 SQ. FT. z I / I - - / I I I
ELEVATION=7.1T ~ RIM=5.83' C CAMERON, WEBS, & COOPER 1151 52 6375 16 92 6619 15,356 SO. FT. $ I j I NL ~ GR*~ INV.=3.56 ~ D OCEAN KING, LLC 1171 42 6375 16 92 7700 16,117 SO. FT. * / I ~ I 26~ - ~ II I I I I rr
1 E CAMERON, WEBS, & COOPER 1178 282 6375 16 92 8842 10,673 SC. FT, / ~ \ ~ ` r I \ - ~
~S' G CAMERON, WEBS, & COOPER 1178 282 6375 16 92 8140 16,073 SO. FT. ~ ~-g-I~--- ---~--=W--fin BRICK UTILITY ri ~ - ~ - NOTES --y-~-y---y--
BUILDING ~ ~ ° pP - ---y --y -y---y- -y- -y---y --y---y-- y- -y--
j I ~ ~ / I RIM=5.81' ~ I N ~ pD ONE-WAY I ~ * ALL DISTANCES ARE HORIZONTAL GROUND DISTANCE ONE-WAY ONE N ~ UNLESS OTHERWISE NOTED. SCALE FACTOR=0.99991E
~ INV.=3.38' RIM=567' CBI in ~ I / ~ INV.=317' I I I g / ~ ~d (EL t1)~ / ~ ~ ~ nn * THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT
+7.58' ~ ~ , IN ~ 5. ---ss--- ~~--ss---ss-- I OF A CERTIFIED TITLE REPORT. THE SUBJECT
/ RIM=5,92' 24" CURB IA ~ 1 ESA ANTIC B / AND GUTTE I 50' RI HT-OF-WA ~ IN~2,92 RIM=5.46' I~ j ~ - ~ Ti~ANTIC B~ILEVARD/ asPHALTI ~ +14.83' PARCELS ARE SUBJECT TO ANY APPLICABLE sD' RI Ht-oF-wA / ~ pQ EASEMENTS, RIGHTS OF WAY, RESTRICTIONS, AND
INV.=4.11' BRICK SIDEWALK I I S88'26'O6 E 130.98' f 16'x6"EI 130.98' ~ cMU REt wau j I CEO ~8 9 a RESTRICTIVE COVENANTS OF RECORD.
~ ~ ELECTRIC ~ ~ BOX 5.85 ~ I o I 1101- i, s 101•t~ EIR m * ALL SANITARY SEWER MAINS SHOWN ON THE
4P ~ - ~ DR ~ ~ L/A~ ~ 3' wOOD REr. au ~`0 DRAWING ARE FROM MANHOLE LOCATION ONLY.
-y---y---~~--v- -°W __y -_y - I /A ~ o ~ b EXISTING 2 STORY C,~ -W --y---~ _ _ _ _ MANHOLES ARE BOLTED CLOSED AND INACCESSABLE. JG 2 STORY MoNIroR®I SEWER MAINS ARE LIKELY TO BE "DRY LINES" AS N(
cy ® ~ M Y --V -W --w -$v --w v v I I 1/ n w M CONCRETE BLOCK P I ° 'vf}' --v -v --~___W- I / I ~ BUILDING I I~ m c~; --®I I o FFE=8.61' ETE BLOCK 'rn EXISTING I ILDINC PARCEL M wELL 23 I suILDINC I MUNICIPAL SEWAGE TREATMENT EXISTS.
--=5--~-SS---::---:a; SS___SS___~___SS_AT~ANTIC BOULEVARD ~ I I ASPHALT ~ ~ ~ n ° ROOF PEAK 7 N - ss---sS--~s _ _ ELEV=26.2' =8.61' 21 OF PEAK ~6 22 - - -
jRIM=6,36' I RIM=6.30' I~ 55 RI~IiT-O~~IAY-- ~ ~---ss---SS---SS---SS-s SSx SS-~--SS- . INV.=J,01 ~ INV.=2.95' I I I~ E o 101.0' :v=2s.2' - - - - - - I * THE AREA SHOWN AS "EXCEPTION PER DEED BOOK EXISTING 1o1.D' +12s2' IsnNC I I EXISTNG I Bu1LDINC 1 1171, PAGE 42" AT THE NORTH EASTERN CORNER Of
I § RI 6.49'1 I m l I _ a _ INV~= 15_RCP _ I UILDIN ~ I ~ emLDINC ~ I PARCEL D CAN NOT BE PRECISELY LOCATED FROM T
I ~ ~ ~ - ~ M=6.72' CMU RET. WALL ~ ` BRICK SIDEWALK i I ~ -7- a \ ~ ,=2.72' I cMU REr. wau DESCRIPTION PROVIDED• AS SHOWN GRAPHICALLY ON
I I ~ I ~I -t---- /I # I / +8.24' I N I X N THIS PLAT, THIS AREA REPRESENTS APPROXIMATELY D eoGK as ,PAGE ss 215 SQUARE FEET.
I E- S86'14'32"E # BRICK SIDEWALK ~ ~ ~ o ~ > , ~ ~ ~ ~ S88'11'32 1 9 ' ~ ~ 588'12'19"E ~ ASPHALT~PARKING ~SPHALTIPARKING I I I 6375 i 93 9B2 I Sb'CT1 I ON6 I *
I 1 I n 26.6 ~CO~~~ BB'I ' E 25.01' 28.53' (TIE) p~ u N N C=- / ~ MONITORING WELL J ) +11.I7a' ~ - -ry / ATLANTl 9PACH I ELEVATIONS ARE REFERENCED TO N. A.V.D. 1988.
I I m d / Ih W ~ ' 3 ZON A ' ~ $ E E RIM=6,89' ~ ,~.d WOOD RET. /'~~J MAP BOOK01, PAGE 86 * FLOOD ZONE INFORMATION SHOWN ON THIS MAP IS
ZONE AE RIM='6.71' I N N PAL ~ CONCRETE ~ ~ ~`4' (EL 11) ASPHALT INV; 3.31' $1 ,~,•qr A N (EL 11) INV.=3,19' I 3 ~ EIP ~ :..{1 ~1 W ~r- PARKING LOT I II +9.68' I a ~ ~ ~ f _ _ _ i ~i - = a _ NL wALL / I I PRELIMINARY AS REPRESENTED ON NATIONAL FLOOD INSURANCE
WN 6.f6` ° •0~ ~ 5 +8,19' EXCEP110N PER I I - ~ i l - _ 21 I I I NOT 11'OR R~'CORDING OR CONV!!'YANCa PROGRAM, FLOOD INSURANCE RATE MAP NUMBERS ` - ~ 15 I 3720637500) AND 3720638500), EFFECTIVE DATE
~ ` I 1 ~ 8.3 y D.B. SEE 1NOTE 42 'O ~ \ n / 38-94-9687 / ~ § I sa891 s3"E z. 1 ( ) ~ ~ 0 , J ~ - i ZONE11VE I s ZONE VE ~1~, L / ~ / _ JULY 16, 2003.
( ) FNB OF ATLANTIC BBACX I I EL 11 saHNLt ~ v ~ DEED BOOK 1135, PAGE 160 ELECTRIC ~ o I ( ) P RAMP \ ~ ~ ~ ~ ~ m I I
6375 i6 92 4731 H/H ~ o ~ m PARTY WALL AGREEMENT ~ ~ N a ZO 22 I I I aw
~ ~ M P g~ ° DEED BOOK 147, PAGE 21B ~ ~ / I M ° 9.0 3 +9,77 0 +8.27' ~ ,~'S Z ~p EIP ~ 6i ~
W D $ EXISTING BUILDING m ~ ~ ~ ~ ~ I ~ n ~ ~ _ ~ ^ ti ~ ryQ NL L EAST WALK ASPHALT
I FFE=7.98' n ~ II - W-_ 4-- I y ROOF PEAK w ~ PARCEL ° ~ . y5,'_ 14' ALLEY ~ Z PLAT OF AS-BUILT CONDITIONS SURVEY FOR:
B ELEV.=21.9' y C ~ Ici I ~ ~ 1 ~ I NL 31.8' PARC0. ~ o° 2 " RB ~,1
120' CAMA SETBACK LINE I N8736'56 W 32.14 AXLE D z ND GUTTER ~ o I I
120' CAMA SETBACK LINE U ( I EXIS I GREASE PUMP EXISTING EXIBnNG I OCEAN KING LLC
9 $ I < I TRAP ACCESS 9 I BULL [y~I (f ; HVAC PAD BUILDING ~ BUILDING I 120' CAMA SETBACK LINE
BIMI ° I a I r1 OD RETAINING
WOOD ^ I r ~ 1. WALL I I - - 5ss 1B WALK B ~ I I I I
z ~ ELEVATED I m I ~ ~ BASN METERS CONCRETE < b I j i MUREHEAD CITY TOWNSHIP CARTERET COUNTY, NORTH CAROLINA
I SLAB = ° 3 STORY DATE~~ NOVEMBER 16, 2006 SCALE~~ 1"=30'
N 6.2 RIM='7,36' n ~ WOOD BUILDING I I I I MADE FROM CARTERET COUNTY RECORD INFORMATON
INV.=4.69' HVAC PAD a ~ I I S8'L9'lON ONB I ~ AS SHOWN UN PLAT AND EXISTING PHYSICAL EVIDENC
~ ~ a ATL~ N +8.31' o < GAZEE80 7,55' 45.5' N TBRESA SA MAP ATLANTI 9fACX N.c.cs. MONUMENT BLOC E" ANCHORAGE"
3 LL6 60' CAMA SETBACK LINE o I DEED BOOK 9~6, PAGE 677 I MAP BOOK ,PAGE 8fi N= 353,40D.428' I E=2,682,175.226' N8B'12'S2"E 5,774.25' (TIE) REUSED 2-23-07 TO SHOW CAMA LINE PER VERBAL DESCRIPnON BY TED TYNDALL
GROUND AREA m ° ~ pp6S 6375 16 ~2 7687 I I HORIZONTAL GRID DISTANCE N.C.G.S. MONUMENT I NTRI 353,580.333'
o ~ 60' CAMA SETBACK LINE PSRPMp I 3 ~ ~ Z 1 STORY STUCCO ~ E=2,687,946.668'
¢ BUILDING vi I I m ~ FFE=8,70' ~ +9.58' 0 EASTERN LIRE OF DEED BOOK 6D' CAMA SETBACK LINE s, ~t1E1 I P6066-CAMA-2-23
v ¢ ROOF PEAK I 1171, PAGEI282 OVERLAPS I l9~ 1 ~ z ELEV.=J5.3' I I DEED B00 916, PAGE 677. 2456• tP EA56• NCE I I I
9 ~ ~ (II N~3'1530 G{21D D15 N~~S~~N~pl. ~1D p15TN I ~ 3G 0 15 30 60
°o ~ +8.53' I,I N~AlDNtP~ 3 o I BRICK ~ I 58.0' +9.55' ~DEWALK I SAND I I
° CONCR I I I DUNE I I I I
~ ~/A PORCH L/p PORCH ~ a POR ~ n ~ I 8.53' / CH / N CONCRETE I I 1 c ~~m 1"=30'
_ _ 50.8' 24" VALLEY NL N88'1224 W 109.64~~~~ ~I - - - - _ _ _ _ GRAPHIC SCALE
t WOOD WALK GUTTER °BOARDWALK LEASED BY NL N88'11~7j~77:43~ N B I CAMA LINE ~ TOWN OF ATLANTIC BEACH" WOOD WALK / I N 52,6 2.906'
I E 2, 79,8 3.145' ZD~E VE NORTH CAROLINA (EL 11) CARTERET___________ CUUNTY
E ( I I, HOWARD E. HOADLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER h
8"CONCRETE WALL BEACH ACCESS 1 CAMA LINE SUPERVISION FRAM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, ZONE VE DESCRIPTION RECORDED IK______SEE_PLAT________
~ ~ ' DUNE ~ I . g I ,i ,
I / / I i PRELIMINAR. (EL 14) ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1/ 46657___, rMI NARY THAT THE BUUNDARIES NOT SURVEYED ARE SHOWN AS BRUKEN LINES, PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
I t / J ooronorn to nrrnonnnirr ,.rtTU r.c e~_on nc nureinrn ~.ttrurcc
l NOT FOR RRCORDING OR CONV1 DING OR CONMANCL Mr~GRIGINAL SIGNATURE,`REGISTRATION NUMBERnANDuSEALwTHISJ,
"PROPERTY Of PROPERTY OF I TOWN OF ATLANTIC BEACH" A.B. COOPER, JR." \ \ EXISTING 1RP. -TM1ArA1?J21--------
1 SITE CONDITIONS -W-p
ZONEVE \ \ rn
( 11) \ N \ , \ \ \ \ '9• \ SHEET REGISTRATION NUMBER L-3937 SEAL
STATE OF NORTH CAROLINA PROPERTY' \ ZONE VE (EL 14) \ \ Tap OF DUNE I OR STAMP
©2006: All documents and calculations Including computer files, drawings, and speclflcatlon prepared by Stewart Engineering, Inc. are Instruments of professional service Intended for one-time use. They are subject
SD061 copyright and other property right laws and shall remain the property of Stewart Engineering, Inc. They are r to he copled, modified, or changed In any manner whatsoever nor assigned to a third party without prior wrlt
permission of Stewart Engineering, Inc.

11 I I . - - _ _ - - 70 ui
I ~ ~I I I t I ~ 1 a
III ---------1---- 1
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1~ ZONE AE ELECTRIC 11 Y EAST TERMINAL BOULEVARD LANDSCAPE z m
(EL 9) ~ 1~ ~ 50 RIGHT-OF-WAY / w 0
, to IF 3 - -r -r- Q ~
ZONE AE 1 ; t q.,, ~ p ~ ~ ~ I ortAVa 1 (EL 11) I1 t t I ! ~ ~ E_yf ~ SION ~ ~ yMJ I DRIVE 1 58 o LL
( i t t 1 ~ r I --------~~~8i51-~~6~'S~ I11EIR I , 1 1 ~ ~ 1 588'20'27"E 139.90 TIE Q o TIE W
111111 ~2 ill y N % II EIR EIR I BOGU BLVD > = E BOGUE BLVD
lip Q ~ I \ ~ 11 1 ' L!J II y i I o i
I~ ~ f al a I I I ~ W TE MINAL BLVD ~ 0 ~ E TERMIN L BL I ZONE 9AE I I Q
11 PROJECT BENCHMARK Ir~*~ f 11 RE(~.AIMEO WATER ~ I I J GJ
TGP GF REBAR a 111 SYSTEM STRUCTURE ELEVATION=6.26' ~ , z ~ E10S1N10 I I I I I OCEA RIDG RD ~
I ~ II 1 ~ BIALDINO 11. 11;1 ro 1 Ifs 1 I AT ANTIC A LANTI BLVD E o I I I W BOARDWALK LVD
II mll rll°~ N I I
( 11 11 ~ I I I ~ 272 North Front Street j ~ ~ ZONE X I I i SUlte 500
ojj~, ~ 1~ 1 c ' 11f~ 11 '11 1 `~~11 ~
1~ II ~ II _M___ x I ~ II --+At.3 I ~ I ~ UIC I N ITY MAP Wilmin ton NC28401 9 j1.3 I~ I I I O
1. PARCEL x~ it 11 a / ,11 sacrro oxa I I Scale: NTS ~ 910/254°0222 ATLANTIC B8'ACX I $ 910/254.0228 FAX
111 ~ ~ I I 1 G B HOOD ro¢ a BLOC°L" I y
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II` II X IP '~w°°~ I II ~ 1 ND9'43'14"W SD1'36'29"W o I I I
II 1 X 12.83 , 1 r II >I r/ 1 . I . I I I I Z
II` T EIR I ~ 11 N88'35'42"W 148,15 I I ~ 11 ~ ~ 2,0' OVER EKIS11N0
II ~ ~ ~ ~ ~ I BUSDINO I I I 0 / I I I
t I 501'32'03"W I II II BRASS 19 I'~~~_ I ~I I DISK .49 ~ r I
II ` I I ~ SEE SD1,11 FOR - - _ _ _ I ~ II EIR NRB I
SURVEY REFERENCES I?`~,~ III ENLARGEMENT I I 1 SB8'24'12"E
PARCEL OWNER DEED BOOK PAGE TAX PIN PARCEL AREA II I I 5.85 I I ZONE X I / ZONE X I 3
A STEPHAN C. GOULD 984 433 6375 16 92 5778 883 S0. FT. Ij !I ,11 , 1 8 CAMERON, WEBS, & COOPER 1178 282 6375 16 92 5775 1,299 S0, FT. ` II 8~ CoNg1E1E I I / . / I ~ ¦ ~
C CAMERON, WEBB, & COOPER 1151 52 6375 16 92 6619 15,356 S0, FL II III / eUUCHEM\ ~ ~ I I a ~,~'k~~ ;:'y'~ ZONE VE
D OCEAN KING LLC 1171 42 6375 i6 9 7 16117 S0. FT. * I II 2 700 it E CAMERON, WEBS, & COOPER 1178 282 6375 16 92 8842 10,673 SD. FT. II i jl I I ~ n
CAMER N P R III ~ II I~ G 0 , WE66, & C00 E 1178/282 6375 16 92 8140 16,073 SQ. FT. II ~ ~ ~ ~ I k ` I I I ~
I I , I I " IS', a I I I Q SaCT10 ONa
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