63-08 OVERSIZE PLANS

� 0
ATLANTIC BEACH, NORTH CAROLINA
CAMA SUBMITTAL
VICINITY MAP:
70
ATLANTIC BEACH/
VOREHEAD CITY BRIDGE
w
0
Q
w
W BOGUE BLVD. > )11 w E BO UE BL VD,
W TE M NAL BLVD, E TE VIf IAL BLVD.
N
OCEA RIDGE- RD
AT ANTIC ATLANTIC BLVD. E
W BOARDWALK BLVD�
W E
SITES S
OWNER/
OCEAN KING, LLC
DEVELOPER:
PO Box250
700 East Fort Macon Road
Atlantic Beach, NC 28512
(252) 726,2865
Contact: Mr. A. B. (Buddy) Cooper, Jr.
ARCHITECT:
CLINE DESIGN ASSOCIATES; PA
272 N. Front St,
Suite 500
Wilmington, INC 28401
[phone]
Contact: Kent Harmon, AIA
LAND
CLINE DESIGN ASSOCIATES, PA
PLANNER:
272 N. Front St,
Suite 500
Wilmington, INC 28401
[phone]
Contact: Tara Schwenzfeier, RLA/ASLA
`�' U RV E YOR: STEWART ENGINEERING, INC.
.�
201 N. Front Street
Suite 103
Wilmington, NC 28401
[phone]
Contact: John Jenkins II, FE
ENVIRONMENTAL ENGINEERING & ENVIRONMENTAL SCIENCE CO.
ENGINEER: 3008 Andersen Dr,
Suite 102
Raleigh, NC 27609
[phone]
Contact: Patrick Shillington, PE
LAMA JONES COASTAL CONSULTING, INC
PERMITTING: 296 Bay Drive
Smyrna, NC 28557
[phone]
Contact: Charley Jones
LQj
SHEET INDEX:
CONCEPTUAL
SITE PLANS & BUILDING SECTIONS
G1.00
_COVER SHEET
SD0.10 _
_EXISTING SITE
CONDITIONS
SD1.00 ____OVERALL
CONCEPTUAL
SITE PLAN
SD1.10
CONCEPTUAL
SITE PLAN PARCELS A - D & E
SD1.11
CONCEPTUAL
SITE: PLAN PARCEL G
A3.01
CONCEPTUAL
BUILDING SECTION 1
PARCELS A - D
A3.02 _
__CONCEPTUAL
BUILDING SECTION 2
PARCELS A - D
A3.03
__CONCEPTUAL
BUILDING SECTION 3
PARCELS A - D
A3.04
__CONCEPTUAL
SITE SECTIONS E3-E5
PARCEL E
A3.05
_CONCEPTUAL
BUILDING SECTION 1
PARCELS G
RECLAIMED WATER SYSTEM
272 North Front St.
Suite 500
Wilmington, NC 28401
910/254-0222
910/254-0228 FAX
ClineDesignAssoc,com
COVER SHEET
C-1
EXISTING SITE CONDITIONS
C-2
_ PROPOSED SITE CONDITIONS
C-3
___UTILITIES
C-4
—__
_LAND APPLICATION AREA 1 & IRRIGATION SYSTEM DETAILS
C-5
_
_LAND APPLICATION AREAS 2 & 3
L-1
LAN DSC.APE PLAN
S-1—CONDOMINIUM
PLAN / DETAILS
S-2
_GENERAL MBR BUILDING DETAILS
S-3 _
_EQUALIZATION TANK & SECONDARY 5 DAY TANK DETAILS
S-4
_SIGNAGE & MISC.
T-1
____
_TREATMENT SYSTEM DETAILS
T-2
_HYDRAULIC PROFILE
SY-1
_TREATMENT SYSTEM SCHEMATIC
SY-2
_PIPING & INSTUMIENT DIAGRAM -LEGEND
SY-3
PIPING & INSTUM ENT DIAGRAM -BIOLOGICAL, FILTRATION STORGE,
MEMBRANE, BLOWERS & COMPRESSED AIR SYSTEMS
SY-4 PIPING & INSTUN/TENT DIAGRAM -SLUDGE HOLDING,
SODIUM HYPOCHLORITE, & CITRIC ACID
STORMWATER
COVER SHEET
C-1 _ EXISTING SITE CONDITIONS
C-2 PROPOSED SITE CONDITIONS
C-3 _PROPOSED STORMWATER STRUCTURES
C-4 STORMWATER STRUCTURE DETAILS
EROSION CONTROL
COVER SHEET
C-1 EXISTING SITE CONDITIONS
C-2 PROPOSED SITE CONDITIONS
C-3 _ EROSION CONTROL STRUCTURES & DETAILS
SETS ISSUED.
09/04/2007 OWNER REVIEW
12/21 /2007 CAMA SUBMITTAL

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INV.=3.58' \
\ RG
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60'
ZONE VE
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io r +5.97'
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N x MONITORING WELL I n rn I I rx-x� _Xx x-x-x
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PRELIMINARY TPED i=f:--------'LPV��yec �Ri41JL--------------------------- 'u J- -- - -- ---
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/ 24" CURB I . I r \ E�A Ti�ANTIC BOLEVARD/ I
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L 21
7 SS --I SS---SS---S�- SS---SS---SS---ss---SS--- I I I V.=26.2' =�� - - - - -
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-- - --- --- RCN - - - - - �- -I 5 IM=6272''I I C
2BRICK SIDEWALK 7- MU RET WAL L � I I X. TbN
- - - - - I \ I /I / do +8.24' I I D 8 BOOK149 , PAGE 99
/I E-X S88'1�'32"E 32.00' NL BRICK SIDEWALK 10 01 ' 1 -
-� S88'11'32"E 1 9.9 / S88'12'19"E ASPHALT +11.74' I - { SECTION ONE
I 4( 26.6 CONC. 88'1 'L 25.01' 28.53' (TIE) / ry / ATLANTIQ BEACH
Gf N s - - NL / MONITORING WELL / BLOCik "E"
I� V ; °� / WOOD RET. IN MAP BOOK 1, PAGE 86 PRELIMINARY
RIM='6.71' it n N PARCEL 3 ZONE AE RIM=6.89' I WALL / 1
PARCEL
OWNER
DEED BOOK PAGE
TAX
PIN
PARCEL
AREA
A
STEPHAN C. GOULD
984 433
6375
16
92
5778
883
SQ.
FT.
B
CAMERON,
WEBB,
&
COOPER
1178 282
6375
16
92
5775
1,299
SQ.
FT.
C
CAMERON,
WEBB,
&
COOPER
1151 52
6375
16
92
6619
15,356
SQ.
FT.
D
OCEAN
KING,
LLC
1171 42
6375
16
92
7700
16,117 SQ. FT.
*
E
CAMERON,
WEBB,
&
COOPER
1178 282
6375
16
92
8842
10,673
SQ.
FT.
G
CAMERON,
WEBB,
&
COOPER
1178/282
6375
16
92
8140
16,073
SQ.
FT.
ASPHALT
NV.=3,31'
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w A N CONCRETE
(EL 11)
INV.=3.19
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I
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_ -
21
NOT FOR RECORDING OR CONVEYANCE
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H/H
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D
I NO GUTTER
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I
TERls'SA SCLLE
MAP BOOKI
PAGE 86
N= 353 400.428'
3
P AYGROUND AREA DEED BOOK 9�6, PAGE 677 I E=2,682,175.226'
w I N88'12'52"E 5,774,25' (TIE)
o PSPrA I 6375 16 d2 7687 1 HORIZONTAL GRID DISTANCE TRIPLE" MONUMENT
a 60' CAMA SETBACK LINE RPMp N= 353.580.333'
3 _ 1 STORY STUCCO
E=2,687,946.668
Z BUILDING ui 60' CAMA SETBACK LINE
m FFE=8.70' +9.58' 0 I EASTERN LINE OF DEED BOOK S\E�
U a ROOF PEAK I 1171, PAGE 282 OVERLAPS fig'
z ELEV.=35.3' I DEED B00 1916. PAGE 677. E 2 45, SPNOE I
d D\S
9 II NT315'3 GR1C I
o v_ +8.53' I,I I FOR\70NjP` III
3 o j 58.0' +9.55' SIBRICKDEWALKI ( lY
/ SAND I �
CONCR TE DUNE 1 I
L/A PORCH L/A PORCH L/A PORCH L/A N /
8.53' CONCRETE �r IIw
0
24" VALLEY NL N88'12'24 W 109.6��-� - - - - - t - - - - IIzu
WOOD WALK GUTTER "BOARDWALK LEASED BY NL N88'1727 W 77.43- NB ZONE VE
TOWN OF ATLANTIC BEACH" I WOOD WALK /J (� E 2, 7IN 9 8 3..1145' (EL 11)
(
NE -- -- __�
-
co 8"CONCRETE WALL BEACH ACCESS CAMA LINE ZONE VE
SAND (EL 14)
� 1 DUNE
PRELIMINARY
"PROPERTY OF I "PROPERTY OF I l 1 \ \ NOT FOR RECORDING OR CONVEYANCE /
TOWN OF ATLANTIC BEACH" A.B. COOPER, JR." I ( \
9' "STATE OF OF DUNE OF NORTH CAROLINA PROPERTY' � /� \ � / I
EXISTING
SITE CONDITIONS
SHEET
SD0.10
201 N. FRONT ST.
' SUITE 103
WILMINGTON, NC 28401
T 910.796,0145
F 910.796.0146
www.stewart-eng.com
S T E W A R T
70
ATLANTIC BEACH/MOREHEAD CITY BRIDGE
58 0
w
= E OGUE BLVD
BLVDE TERMIN L BLVD
tOCEA
RD -
AT ANTIC A rl ANTI BLVD E
Vi
LOCATION MAP - NOT TO SCALE
LEGEND:
O CALCULATED POINT (NOT SET)
NL O EXISTING SURVEY NAIL
E-X O EXISTING SCRIBE MARK
EIP ® EXISTING IRON PIPE
EIR O EXISTING IRON ROD
NRB O NEW REBAR (SET)
QD EXISTING DRAINAGE SYSTEM MANHOLE
SD EXISTING SANITARY SYSTEM MANHOLE
® EXISTING ELECTRIC MANHOLE
® EXISTING SEWER CLEAN OUT
WV Q EXISTING WATER VALVE
WM El EXISTING WATER METER
<-V EXISTING FIRE HYDRANT
LP 0 LIGHT VOLE
TP ❑ TELEPHONE PEDESTAL
❑ ELECTRIC PEDESTAL
EB ELECTRICAL TRANSFORMER
-OHP- OVERHI-AD ELECTRIC LINES
-W- UNDERGROUND WATER LINES
L/A LANDSCAPE AREA
NOTES'
* ALL DISTANCES ARE HORIZONTAL GROUND DISTANCE:
UNLESS OTHERWISE NOTED. SCALE FACTOR=0.99991E
* THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT
OF A CERTIFIED TITLE REPORT. THE SUBJECT
PARCELS ARE SUBJECT TO ANY APPLICABLE
EASEMENTS, RIGHTS OF WAY, RESTRICTIONS, AND
RESTRICTIVE COVENANTS OF RECORD.
* ALL SANITARY SEWER MAINS SHOWN ON THE
DRAWING ARE FROM MANHOLE LOCATION ONLY.
MANHOLES ARE BOLTED CLOSED AND INACCESSABLE.
SEWER MAINS ARE LIKELY TO BE "DRY LINES" AS N(
MUNICIPAL SEWAGE TREATMENT EXISTS.
* THE AREA SHOWN AS "EXCEPTION PER DEED BOOK
1171, PAGE 42" AT THE NORTH EASTERN CORNER Of
PARCEL D CAN NOT BE PRECISELY LOCATED FROM T
DESCRIPTION PROVIDED. AS SHOWN GRAPHICALLY ON
THIS PLAT, THIS AREA REPRESENTS APPROXIMATELY
215 SQUARE FEET.
* ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988.
* FLOOD ZONE INFORMATION SHOWN ON THIS MAP IS
AS REPRESENTED ON NATIONAL FLOOD INSURANCE
PROGRAM, FLOOD INSURANCE RATE MAP NUMBERS
3720637500J AND 3720638500J, EFFECTIVE DATE
JULY 16, 2003.
PLAT OF AS -BUILT CONDITIONS SURVEY FOR:
OCEAN KING, LLC
M❑REHEAD CITY T❑WNSHIP
CARTERET C❑UNTY, NORTH CAR❑LINA
DATE: NEVEMBER 16, 2006 SCALE( 1"=30'
MADE FROM CARTERET COUNTY RECORD INF❑RMAT❑N
AS SHOWN ON PLAT AND EXISTING PHYSICAL EVIDENC
REVISED 2-23-07 TO SHOW CAMA LINE
PER VERBAL DESCRIPTION BY TED TYNDALL
P6066-CAMA-2-23
30 0 15 30 60
I I
1"=30'
GhRAPHIC SCALE
NORTH CAROLINA
CARTERET_ _ COUNTY
I, HOWARD E. HOADLEY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER P
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DESCRIPTION RECORDED INl.______SEE_PLAT--------
ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1/ 46 657___,
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G,S, 47-30 AS AMENDED, WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
------1-1%EJ i-I MIN,- PY 20--------
H®W�A IF jpJtfDf'f $PW OR CONVEYANCE
REGISTRATION NUMBER L-3937
SEAL OR STAMP
I©2006: All documents and calculations including computer files, drawings, and specification prepared by
Stewart Engineering, Inc. are instruments of professional service intended for one-time use. They are subject
copyright and other property right laws and shall remain the property of Stewart Engineering, Inc. They are r
to be cop led, modified, or changed in any manner whatsoever nor assigned to a third party without prior writ
permission of Stewart Engineering, Inc.

16 1 N
272 North Front Street
Suite 500
Wilmington, NC 28401
910/254-0222
910/254-0228 FAX
ClineDesignAssoc.com
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o / /ZONE VE
(EL 1"I
0 50 RIGHT—OF—WAY
----1---�----------------------- - -
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------------------------------------------- _ OF 5' SIDEWALK
----------------------- - -
- - ---------------------------
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---- AND GUTTER
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BOX / / /--7 / f f f / t---7---f / i i R
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L A t i� � d
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7 i`t 9.5' °° WALL
Typ
AREA TYP. f 1 9.5 I I
ATLANTIC BOULEVARD
II
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P A R C L *PLANTED/ --
\ \ I I IRRIGATED 14 20.5' S r------ -�
I
I I AREA TYP. W I BUILDING
- - - - - - - - - - - - - - - - - I \ EXISTING
PROPOSED LOCATION PROPOSED PROPOSED—""
ROPOSED �aa z ;n B
- -- - - - - _ - - - _ - - - - - - - - -- - -- - - -t= _ - OF •{REE GR/ 7 ti CROSSWALK a I I D
40' :C. MAX, LOCATION LOCATION OF o
- - x --- -- x --- --A. - - --- - - - � � `� `� \ 8' SIDEWALK l I� RETAINING WALL
BRICK SIDEWALK x OFTART -NEW 25' LANTE ` glpoqD� \,EXISTING PARKING STORMWATER WITH GUARDRAIL I W o
FACILITY I— Y J w I MARY M. MORT N
SIDEWALK A-----�-----�-------=-
_x_ x _ _ _-------___-_— 25 I I "J Q a E BOOK 493, PAGE L99
----------- --- - - - - - -
_______ x S88°14'32"E� �SIDEWA K � I I I Q Q a
_ E-X 32.00' o / SIDEWALK o I 6375 16 93 98
� � I
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,NL S88°11'32"E 129.98 / � ao I o L----------
II I 0 SE -S 8'12'42"E 25.01' NL S88.12'19"E 7 SPACE Q
i -- --------.�� o .
- - - - - - - - - - - - - N I PROPERTY LINE Na--- -- r1 I ., 2 .5'(TIE)
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