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US HWY 70 EAST
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LEGEND
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BOGUE SOUND
NC HWY 58
ATLANTIC OCEAN
VICINITY MAP (NTS)
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EPK
EXISTING PK NAIL
R/W
RIGHT OF WAY
PP
POWER POLE
TELE
TELEPHONE PEDESTAL
OE
OVERHEAD ELECTRIC
MHW
MEAN HIGH WATER
RRS
RAILROAD SPIKE
N/F
NOW OR FORMERLY
M.B.
MAP BOOK
D.B.
DEED BOOK
PG.
PAGE
WM
WATER METER
ELEC.
ELECTRIC PEDESTAL
CO
CLEAN OUT
FE
FINISHED ELEVATION
WV
WATER VALVE
FH
FIRE HYDRANT
DP
DEED POINT
LP
LIGHT POLE
THE PLANS FOR SHUTTERS ON THE EDGE
HAVE BEEN REVIEWED AND APPROVED BY
THE PINE KNOLL SHORES PLANNING BOARD.
CHAIRMAN DATE
THE PLANS FOR SHUTTERS ON THE EDGE
HAVE BEEN REVIEWED AND APPROVED BY
THE PINE KNOLL SHORES BOARD OF
COMMISSIONERS.
MAYOR DATE
TECHNICAL NOTES:
TRACT AREA - 2.28 ACRES
CURRENT ZONING - MF-1
FLOOD ZONE - "X" SHADED & VE12
ALLOWABLE DENSITY- 8 LIVING UNITS / ACRE
ACTUAL DENSITY- 7 UNITS PER ACRE
REQUIRED PARKING- 1.5 SPCS/ LIVING UNIT=27 SPCS
PROVIDED PARKING- 36 SPACES
BUILDING HEIGHT = 4 STORIES / 50' MAX
ACTUAL UNIT SIZE = 1144.00 SF
MAXIMUM BUILDING AREA = 25.00% -- 24.829.20 SF
ACTUAL BUILDING AREA = 10.37% - 8.985.00 SF
MAXIMUM PARKING AREA = 40.00% 39.726.72 SF
ACTUAL PARKING AREA = 13.16% - 13,074.71 SF
MINIMUM NATURAL AREA = 35.00% - 34.760.88 SF
ACTUAL NATURAL AREA = 57.44% - 57.045.00 SF
REFUSE COLLECTION = ROLL OUT CARTS
PUBLIC WATER SERVICE BY = CAROLINA WATER SERVICE INC.
SEWER SERVICE = ON SITE SEPTIC SYSTEM
SHEET NO. 1 OF 5
PROJECT No. PM-339-5
DESIGN FILE:339/339-
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NC HWY 58 OD
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ATLANTI -BEACH
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N.C. HWY 58
EXISTING ______`__--
___________________________
FIRE HYDRANT0 pp
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S87° 15' 00'E TEP EXISTING
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EIR 1199.84 FIRE HYDRANT
10' NATURAL BUFFER TO REMAIN z — —
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ADJOINERS
PARKING LOT
N/F
D S F ENTERPRISES INC.
PIN 636519622087
DB 550 PG 20
ADJOINERS---
CHAIN LINK
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PIN 63651 9627048
DB 591 PG 265
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PROPOSED
( )2 BEDROOMUNITS
- -- —
PROPOSED' BU I LDTN
FLOOD ZONE
18 PARKING SPACES
(6)
2 BEDROOM UNITS
PROPOSED BUILDING
W _ —
`-
SHADED
— — — — -- _ _
ON GROUND LEVEL
8
PARKING SPACES
(G) 2 BEDROOM UNITS
r Lil
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FLOOD ZONE VE ELEV 12'
}6.00
ON GROUND LEVEL
g PARKING SPACES
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16.°p
ON GROUND LEVEL
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a'ERED S 00
11.12 21.12 22 17 COWR[D CD..00
120
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AMA LARGE STRUCT E ' .9 P,.12 12 z1•
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CAMA -- 20.00 �
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FIRST ' ' w IMPERVIOUS AREAS
GENERAL NOTES: STABLE EGET Tf,5 7________ 20•0o
_ _ r Z BUILDINGS 8985.00 SF
1. FINAL POOL LOCATION AND ELEVATION SHALL - i - - `- -- _ _ i �
BE IN ACCORDANCE WITH ALL CAMA REGULATIONS. , �T- o POOL DECK 864.00 SF
2. FINAL STORMWATER MANAGEMENT PLAN SHALL BE ; C
SUBMITTED AND APPROVED BY THE N.C. DIVISION PARKING/DRIVE 11740.11 SF
OF WATER QUALITY '
TOTAL 21589.11 SF (24.90%)
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NO TREES GREATER THAN 8"
IN DIAMETER EXIST ON SITE '
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-----------------------------
DP N8 7 ° 15' 00 „W 199-84
'
DP
30' 15 0 30' 60' ATLANTIC OCEAN
SCALE: 1" = 30'
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REVISIONS
INO.1 BY I DAT I F
I -I I WLr 5/15/03 1 BLDG./
S','F PLAN
SHUTTERS ON THE EDGE
PINE KNOLL. SHORES CONDOMINIUMS 101 SALTER PATH ROAD
MOREHEAD TOWNSHIP. CARTERET COUNTY. NORTH CAROLINA
LL IENT FMB INC. DESIGNED:
ADDRESS: 2207 WEST NAST STREET RDC
WILSON NC 27893 DRAWN:
PHONE: (252 ) 291 -9000 1 MLM
STROUD ENGINEERING, P.A.
151-A NC HIGHWAY 24
v MOREHEAD CITY, N.C. 28557
(252) 247-7479
RONALD D. CULLIPNER, P.E.
APPROVED:
RDC
DATE:
2/14/03
SCALE:
1 "= 30'