43-04 Oversized Plans Final

NOTE
PROPOSED
DWELLINGS & EAVES
= 13728 Sq.Ft.
PROPOSED
BATH HOUSE & EAVES
= 360 Sq.Ft.
PROPOSED
WALK
= 3029 Sq.Ft.
PROPOSED
STREET
7950 Sq.Ft.
PROPOSED
DRIVES
= 6744 Sg.Ft.
PROPOSED
TOTAL IMPERVIOUS SURFACE = 31811 Sq.Ft.
TOTAL LOT
AREA
= 127244 Sq.Ft.
PROPOSED
IMPERVIOUS AREA
= 25.0%
0
I
m
CU
I
NOW OR FORMERLY
HERRING
D.B. 1112, P. 250
ZONED MHR
NORMAL HIGH WATER LINE 404 WETLANDS DELINEATION &
COASTAL WETLANDS DELINEATION
\ 3
a
NOW OR FORMERLY
SOUNDSIDE PARK DEVELOPERS, INC.
D.B. 1642, P. 977
ZONED MHR
7ml
R/W
s - - \ S28'04'00"E 3372.04' ECf
- 2919.04' 48.26'.
rya ECM 23,24 SIR 80.25' 4.5X 78.00 50.00 4,7X 50.00' SCM 123,25' 5.0
E- _
v d 4'DX 10' SETBACK I- 10' SETBACK-TBA7CK X.00SETBACK
3 RECRE ON AREA op EAVES - - - -
.-� RECREATION AREA. (0 ACCES EASEMENT ----Y
__ w I 5.0 � I EAVES
X �► „i
SIR 4n00
EA 31.9 I I I10
4.6 4.7 I M K
X �N' 1 0 II '`�5.OXJ/��� t6�PROPOS D
\ 8.9' 9' ro ao I ro W Bg. �p4' 1 m NV. P 1. 5'
118.26' SIR Li SIR 49.97' ® \\ w w e I I
S28'04'00"E 168.23 \ oy\ o I u O I I Lo o in I o y M.B. 44, P. 62 .
O I COVERED I :n ( UNto N COVERED I O
DECK DECK
N I SIR UPLANDS \ �, co l
MARSH cV \ 5.OX Z Z Z \ �Q�' 'Fo h 4.7X .00
J \ ryp•
WETLANDS ` O 4.4 \ ,o �� 11 12 _ - - ✓8' Fll3ACK J
X ti�
0 - OPO 6" SDt�29x _ ��� S28'04'00"E
a - 8_SETBACK 4 6 - - , �t� 0 SIR ig- PVC WAFER EIN 5 SIR ./ 88.73'
N28'04'00"W
SIR 12 ASPHALT a ^j• /' 21 _ _ 8' SETBACK
L20 I R - _ 4.9 g8 „ �� ' o
17.3' _.15:.ACGES.SEASEJdEdl7. `PR01°06ED BrSDR35 _ z' #2 5.0X
o 6'j ON TTAGE
PVC SANITARY SEWER LINE S '��' (E ISTING I�
w _ '5: ? , 6 9 ) I
I b, COTTAGE d cy5 A �' VCOAMMEA
I • ffi 2
0) \ SIR n 1 11.6, 80 1I CONCRETE o , 24' ACCESS EASEMENT 7 SETBACK / M.B. 44, P.
EA S I 5.OX I 8 WALK O r EAVES/J�
A -L 17.3' °D - r 5 0 S - l 13 ��j-PRO e_OSEb 8'_ S_DR - _ WATER _ LINE " -
CV ( \1 9 1 12-
4.7 4:7
COMMON N28'04'00"W 331. 4' 4.9 I ' { N ;I PR 5.5X cO 1 ¢ 9 X a
wl RESERD SIR �_ X I "' Z X� SE.aSI E : L�NE�2o ASPHALT
O I - - - - ,y asp LT--P� 4�
o AREA. w � AREA 4,g 56.60' � l I llI 50.00' SIR 2464" -
Z _ `f.
� \ EAVES 8 SETBACK W CESS EA N
Z I W ® to r " O I EAVES
y I „ COTTAGE ;, I s 5. 6�� Z "' x sE�e K 1Ir
2Z \ \ 1 5.OX ;, r\ 6 :1 6i 17.3' I W
\ CM Co
015' AC SS EASEMENT
PROPOSED 8_SDR35
\ $ SETBACK - - D PVC SANITARY SEWER BNO �11.8 COTTAGEI 3
\ N28'04'00"W �S• __5 t N1 I mIM.B. 44,
< \ \ c) (EXISTING) I r
71,26' 12 ASPHALT O,, 11.6' 5.DX I
- - �° ROP
\• S SETBACK`S - -
SIR VC
WETLANDER . NE0'
R -8`-sE reA s
o co S28'04'00"E
\ v ti oFc� zo / 6O5 S_ 83.02'
/� EAVES �� 9 ^� !R Y/ \� �' T8S TBACK
MARSH �\3, GXi ti I I I -0I0I DECK I oI?\ ® UNCOVERE
0+ pCOVERED
89' to O �
519 14\\
\
;n o 'off `� \
NMP \ ��� ul
I ® I6 I N I 8.s'HpI
41II 7X
5V�. 0N/I
I SIR I <10
.OX0®^S
UPLANDSE I IEAVES SOX - - - - - - - - .o \ O
�I
1.19 4-0
C9---- ------------ SIR
2991.56' 79.41'
0 vko),L1.41111///i��/
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'A`J4rraret'l1S!
CHARLES F. RIGGS & ASSOCIATES, INC.
n
`D LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
o LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET
Q P.O. BOX 1570
F- JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
ry FACSIMILE:[phone]
E-MAIL: [e-mail]
3
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1
NORMAL HIGH
WATER LINE TABLE
LINE
LENGTH
BEARING
L15
40.78
N53'01'45"E
L16
36.10
N37'06'37"E
L17
36.77
N31'08'34"E
L18
47.26
N43'30'03"E
L19
45.11
N23'43'10"E
L20
13.54
S38'15'12"E
L21
29.62
N14*18'00"E
L22
35.23
N62'34'19"E
L23
35.71
N76'20'20"E
L24
16.98
N89'10'34"E
WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L1
3.95
N42'13'58"E
L2
31.78
N58'05'01"E
L3
8.86
N32'48'54"E
L4
42.81
N55'24'05"E
L5
64.03
N44'13'40"E
L6
19.96
N77'04'19"E
L7
23.67
N82'54'50"E
LB
10.29
N54'31'09"E
L9
12.74
NO2'02'34"E
L10
26.75
N40'34'48"E
L11
18.81
N18'27'56"E
L12
14.59
N17*16'23"W
L13
31.55
N08'53'57"E
L14
28.79
N80'41'09"E
L _ _19_ _ J �' I I EAVES
10' SETBACK 4- L-10' SETBACK w L_ 4• 10' SETBACK .�- 10•
4.5X74.51' 50.00, 4.7X 50.00, 11.42' EIR
3�N28'04'00"W 3372.71 h
10' PUBLIC ACCESS EA E,4ENT
W
NOW OR FORMERLY
SCOTCH BONNET ENT, INC.
D.B. 1111, P. 825
ZONED MHR
CaM4 PLAN
SEASIDE VILLAGE
N.C. HIGHWAY 210
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
5.0X
0)
v
CA
I
L 4• X
5.0
EI
to
CF)
r '-
CO
.
O
I
R/W
I
q
� I �
-ri I -4
0
I --I
1SMN
IN
1N
GAMIC PUAllklll
VICINITY SKETCH
NOT TO SCALE
R/W
ILn
z
z
.0
I� WV
m
I;
z tSITE CALCULATIONS
RESIDENTIAL AREA: 2.122 ACRES
RECREATION AREA: 0.181 ACRES
COMMON AREA: 0.597 ACRES
TOTAL ACREAGE TO BE SUBDIVIDED: 2.900 ACRES
TOTAL ACREAGE REMAINING: 19.721 (RESERVED AREA - NONRESIDENTIAL)
TOTAL ACREAGE: 22.621 ACRES
NUMBER OF LOTS: 12
SIZE OF LOTS: 8031 Sq.Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REQUIRED)
SIZE OF SMALLEST LOT: 5725 Sq.Ft., (0.131 ACRES) (LOT 9)
IPROPOSED LENGTH OF STREET: 480'
! LOT 1 = 10910 Sq.Ft.
LOT 2 = 7135 Sq.Ft.
LOT 3 = 7728 Sq.Ft.
LOT 4 = 10645 Sq.Ft.
LOT 5 = 7329 Sq.Ft.
LOT 6 = 6428 Sq.Ft,
LOT 7 = 8045 Sq.Ft.
LOT 8 = 5696 Sq.Ft.
LOT 9 = 5725 Sq.Ft.
LOT 10 = 9152 Sq.Ft.
LOT 11 = 6378 Sq.Ft.
LOT 12 = 7279 Sq.Ft.
A 1 OTHER AREA = 892912 SaFt
"TQTAL AREA = 985362 Sq.Ft.
I = 22.621 ACRES
OWNERS
SEASIDE DEVELOPERS, LLC
P.O. BOX 2294
WILMINGTON, NC 28402
[phone]
ZONED MHR
ZONING SETBACKS
FRONT = 20'
REAR = 10'
SIDE = 8'
I TITLE SOURCE
D.B. 1964, P. 922
IREFERENCES
D.B. 1964, P. 922
M.B. 29, P. 171
I
PROPOSED
EXISTING
LEGEND
CC =
CONTROL CORNER
ECM =
EXISTING CONCRETE MONUMENT (FOUND)
EIR =
EXISTING IRON ROD (FOUND)
EIP =
EXISTING IRON PIPE (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)
EPK =
EXISTING PARKER-KALON NAIL (FOUND)
ERRS
= EXISTING RAILROAD SPIKE (FOUND)
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =
SET IRON PIPE
SIR =
SET IRON ROD
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
MBL =
MINIMUM BUILDING LINE
R/W =
RIGHT OF WAY
=
CENTERLINE
® =
ADDRESS
O2 =
LOT NUMBER
X4.0 =
PROPOSED ELEVATION
E- =
STORMWATER FLOW
y
=
FIRE HYDRANT
WV
N
WV
Dd
=
WATER VALVE
R/W ®
=
WATER METER
®
=
SEWER CLEANOUT
OO
=
SEWER MANHOLE
=
SEWER LINE
----
-' - - --
=
WATER LINE
30
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
DATE: DECEMBER 5, 2003
DRAWN BY: J, HVL M5
FIELD BOOK: , PAGE:
COMPUTER:WS 6 PROJ/02-12-31C dwa
PROJECT NUMBER: 02-12-31
SHEET 2CD OF 2/
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CHARLES F. RIGGS & ASSOCIATES, INC.
\
`D LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
o LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET
Q P.O. BOX 1570
JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
ry FACSIMILE:[phone]
o E—MAIL: [e-mail]
3
B 4.7
i<- 4.2
5.0
e--i
ASPHALT
DRIVE
5.0
5.0 4.9
CONCRETE
WALK
ASPHALT
DRIVE
POOL
CAMA PLAN FOR
SEASIDE VILLAGE
4.7
4.2 —�� B 1
N.C. HIGHWAY 210
STU�,IP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
VERTICAL GRAPHIC SCALE
3 0 1.5 3 6 12
3
( IN FEET )
1 inch = 3 ft.
HORIZONTAL GRAPHIC SCALE
0 0 15 30 80 120
( IN FEET )
1 inch = 30 ft.
DATE: DECEMBER 5, 2003
DRAWN BY: J, HALMS
FIELD BOOK: PAGE:
COMPUTER: WS 6 PROJ/02-12-31C.dwg
PROJECT NUMBER: 02-12-31
SHEET 2/ OF 2l