37-06 Oversized Plans

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a / NOW OR FORMERLY NOW OR FORMERLY
a o o CAROLINA SHORES SANDPIPER VILLAGE /
/ o D.B. 2550, P. 118 D.B. 1760, P. 46
/ a / ZONED MU LOTS 12-15
� RESIDENTIAL USE �o
Q / /
J � M.B. 14 P. 57 „
FLOOD ZONE VE" 0o P-
RESIDENTIAL ZONED MU (ELEVATION = IS) USE h� �4°e° /
4 �`= / ?0 5' PRIVATE PEDESTRIAN
3 / 5' PRIVATE PEDESTRIAN y• / STRIAN
5' PRIVATE PEDESTRIAN 6"x6" TEE, 6" G.V.(2) EASEMENT TO OCEAN w�, -sl EASEMENT TO OCEAN
/:W EASEMENT TO OCEAN LIMITS OF DISTURBANCE & FIRE HYDRANT ASSY. N14•ao'23"E / AS PER D.B. 2128, P. 215
W'o / ,> 22.5° BEND / 0.73'
�3 �r 788 DI PT S53°43 35 E 473.33 EIR POWER INEs
( 37.99' 51,19' s cE 32.49' 7.94'
EPK 3 99 PROPOSED WOW WALK r, 7 s , SIR % POLE , EM
• 31.30'
—
/ .; .., ,.:. ex : ; r• ..- r.,: ,. .,::: ,.. .., ..._ ,< F.- 7.5 SETBACK
e S �
/ 38' 40'i /
/ • l 818-110 ! 40 38' 4• • /
♦ OP OUT 3.45' / / / / f ✓ �AH4 �.. / 809 F
/// / PROPOSED
OS 7.0- , o EXISTING TWO �' pow N TWO STORY o p U ❑ Y PROPOSED
• 4 o `J STORY DWELLING `� �' S O DWELLING o ! IQ o U TWO STORY 0 0 x , 6°x6" TAPPING
/ 3/4• I �' o w N N p q� EXISTING TWO U �Xi5TrNc
S— 3 0 3 �+ N o o �, , / SLEEV & VALVE /
• ,
$' c.o. �� DWELLING o STORY DWELLING 3 DRIVE
ADJOINING / o w 10' 38' ASK — 40— — 10 ao' s'
DRIVE / J, / �; o / PROPOSED o '° 40' 38' 10'
C 0, O
38' c THREE STORY O U '� ; o Y PROPOSED o \ 10
/ ff—Ell�, O w p / STORAGE 35.6'U " o /DWELLING C.o o $ o THREE STORY11.4' SHEDNOW OR FORMERLY �' DWELLING o 38'
�; EXISTING TWO / 6' 40' % 809E SIR
SMITH l k /o STORY DWELLING N 40' �', 10' 4D' 6' / • 04 / / /
w / PROPOSED o 40 / E o Y / 40 /
D.B. 2577, P. 45 o Y I N :XISTNG TWO U EXISTING
/ -'�� / O 1O THREE STORY O U o PROPOSED o ST o w / .
i
ZONED MU 4 / �0' 38' / 3 0 o w o Y / ORY DWELLING 3o DRIVE Off•
,w ,
U • — — — 'a, ! DWELLING 3 0 / o w ° THREE STORY O �' N
EXISTING MOBILE HOME USE 4 STORAGE c.o. g DWELLING
/ SHED / �, 6' 40' \
.. / 38' 10' �
(�/ ♦ A/ 38' � 40 4" 10 40' 6' , / 10'
PROP O 11 0y b STORAGE +
PROPOSED O INV= .33 GRA ® / 11.4' SHED / •
EXISTING TWO N N Y 38' / / `v /
`T / •� 2 N /: g W N N �, TWO STORY O U o U 0 0 p 809 D c5 / r
3 o STORY DWELLING �'` DWELLING ® p w N 1 TWO STORY N p U �,.�` ` / h� v CAMA
DWELLING /' Q^ /�'� �0/7/0!
I ! �F o w
7.80 /.� / r ; . - 10, 38' ao' 10' 1 — R seRv 10' \ 40' /' / �; EXISTING TWO °o W xlsnNc . " " / Z� 1 /�
I
y� , ra' s / STORY DWELLING 30 / DRIVE
w U s l rt 7.n' C.O. i f
Z D) 38 INV=6.74
Z 818-104 c 40' E / ^ 38' 10' o •
o Y c / 40' / ; / / 00 10, SIR' 6�
/. oU EXISTING TWO a O STORAGE
/ PROPOSED �- 3o N STORY DWELLING N ` �, o 0 0 o Y 11.a' SHED 3/4• / / O 60, /
�, o PROPOSED o o w /
GRAVEL. N TWO STORY N v a v `c' o Y PROPOSED o
�� /2 r� OU 0 T o of ; ; 38' 809 0J • / ( A
DWELLING a s . o w N WO STORY N o w t /
r / . 4 / 10' 38' '` /6, \ �8,0 /� DWELLING /
Y
STORAGE r \40 10 '. ` / EKISTING TWO 00 , OINV IN 4.37'
4 10' 40, 6' N XISTING
cV SHED �' 40 /Ql 8' STORY DWELLING DRIVE .
♦ Lf� / OP 7.94
3. T /
38. o � PROPOSED � /,; / • �^o° � 40 J
/ / /'/ INV OUT 4.
• / 818-102 o w `° THREE STORY o Y PROPOSED o / • / / f� / / c�
�0 Ow OU io O ;� �i 38' 10' / •
® DWELLING o / o w THREE STORY C w / 7 76' /
o Y EXISTING 'TWO / / 3 o DWELLING 10' / 7.97 / .
w N N �� 6` 40' / ; / STORAGE / t• ♦ / e
STORY DWELLING a c, 40' c.0. 10' 40' /s' 11.4, SHED 4, • / / /
o PROPOSED o YINV=5 2 40' 38'
0 O U-� o PROPOSED o '• / /
10' 3e' o THREE STORYc
roRAGE e;' DWELLING 3 0 �$.� o w `° THREE STORY o w
• shEp ,� ;® ®. 30 0 ;� Q N EXISTING TWO °oW �xlsnNG /
/ . / C �.. DWELLING N DRIVE
8' x6 T1aPPING - 1. 38' / s' .
STORY DWELLING 3 0 -
�,
SLEEVE & VALVE / 818-100 1 40'10,
/ o
., 10' 40' 6'
L. �7: � � � INV=518, - / , �
• - o� EXISTING TWO o PROPOSED o Y o y PROPOSED o ;C / . /
/ oW � N pU o ,0'
3 o STORY DWELLING. N TWO STORY o o U O U o /
ems, o w o w o THREE STORY o `
cL' o DWELLING o 3 0 0 / 1 STORAGE
PROPOSED 4• \ l 0Ir N w DWELLINGw ,e 11.4' SHED
ASPHALT 10' ` '�3 ' ; 38 /
ENTRANCE PROPOSED' 40 /
GRAVEL IIINY
6 / Fla` ;
` /
10'
BORE & JACK 45 - , _
ao / ' 809 A
22.5, BEND OSPREY DRIVE �� / E (STING TWO _ . /
LF 12" STEEL CASIN " �. „ , t " . 90' •BEND ' MH3 o Y PROPOSED o F �' N ;v o W \ wsTlNc.
8.5 6 �D.t. WATL' AIN�. 25 PRIVATE' BASEMENT 6" I. ER'. O U N TWO STORY b o E ST RY DWELLING 30 DRIVE /
W/ 6" D.I. CARRIER /' - , - - - - -. _ _o W - - - - 8„ SAN :S "W o N /
PIPE 7.8 0 6• EF DWELLING
179.76 LF 8" D.J..SAN, SEWER - MH2 " . 10, 40'
7-5' SETBACK
38' 10'
/ 7.6T 4'
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6'
O8 %
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S78'424 5"W
SM E!R / 6.1
[� 2/7/os
f3:51' 24,a9 32, 3 32.25' / JD
• EIP S52°40'37"E 448.40'
s33°43'32"E ! EIP , / / NOTE
W . 2'00 ELEVATIONS RELATIVE TO NGVD 1929
LIMITS OF DISTURBANCE
ADJOINING / /' / 0 3e
d DRIVE CO / /� END
o, � �w , E TH ANDREWS BUILDERS, INC. CC = CONTROL CORNER
CC FLOOD ZONE ✓E w z • / / 3129 BRAEMER LANE ECM =EXISTING CONCRETE MONUMENT (FOUND)
(ELEVATION = 13') 00
/ WILMINGTON, NC 28409 EIR = EXISTING IRON ROD (FOUND)
/ EIP = EXISTING IRON PIPE (FOUND)
(U r` ' re / � o / [phone] EMN =EXISTING MAGNETIC NAIL (FOUND)
4 • �` o / / TITLE SOURCE EPK = EXISTING PARKER-KALON NAIL (FOUND)
' z NOW OR FORMERLY a� / / / ERRS EXISTING RAILROAD SPIKE (FOUND)
/ D.B. 2216, P. 327 SCM - SET CONCRETE MONUMENT (CONTROL CORNER)
o o PELICAN WATCH LANDING, INC. SSIP IR = SET IRON ROD
0 7`-�-; w aa.s D.B. 1873, P. 123 mac ��� SMN - SET IRON PIPE
/ /
m � 35 Zp' TRACT 3 & o REFERENCES SET MAGNETIC NAIL (CONTROL CORNER)
�o'E DIVISION OF OYSTER POND TRACT w w / SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
(U / S INV IN 2.51'O D.B. 1953, P. 119
I � 6a•42 FOR KING HEIRS ,�°j• �° D.B. 846, P. 153 MBL =MINIMUM BUILDING LINE
!y INV OUT 2.34' P. 215 R/W = RIGHT OF WAY
ZONED MU / D.B. 2216, P. 327 = CENTERLINE
TOP 8.11' / PROPOSED M.B. 3, P. 65 E— FLOW DIRECTION
/ DWELLING EXISTING MOBILE HOME USE o�^
3 / 1 N �' 17.5 0� h / 87-SP4
�C / X = SPOT ELEVATION
Z h
/ ADJOINING B 9.5 z B 2 ?h / 809 B =ADDRESS
n- R W C/L INTERSECTION OF R W DRIVE e o e z a s ECM / / 7.5 =PROPOSED ELEVATION
TOTAL AREA
CO / SHELL DRIVE do / zo' GRAVEL DRIVE W EPK r R/W 73983 S F - PRPEOTODBETREE
APPROVED BY SURF CITY)
Cr N.C. HIGHWAY 210 0 0 R/W `L /
WATER SEWER C/L INTERSECTION OF q. t.
MAIN LINE a SHELL DRIVE & _
C TOPSAIL DRIVE 1.698 ACRES PROPOSED
� ODBEHAP ROVED BY SURF CITY)
RUB
m FINAL DRAWING NOT RELEASED FOR CONSTRUCTION cAMA PLAN FOR
CD BOUNDARY & TOPOGRAPHIC SURVEY BY: - - LEGEND GRAPHIC SCALE
XISTIN PROPOSED 20 0 10 20 40 so
25' PRIVATE -So � SANITARY SEWER LINE
y I EASEMENT OSPREY POINT _ _ S -S— PS
2 CHARLES F. RIGGS & ASSOCIATES, INC. —O �� SANITARY SEWER MANHOLE
-S— —0 SANITARY SEWER CLEAN OUT
— - - — —W— — — — IN FEET )
� ���1�r,�i��i►���� --- WATERLINE (
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, H �A �pN ( 1 inch = ET ft.
z LAND PLANNING & COMPUTER MAPPING -`# G L �ANA�,�MF-N PORTION OF TRACT No. 4, DIVISION OF DQ GATE VALVE &BOX
FES$gp COASTAL -W— - - BLOCKING
202 WARLICK STREET t OYSTER POND TRACT FOR KING HEIRS -w— - - BLOW OFF ASSEMBLY DATE: FEBRUARY 4, 2004
P.O. BOX 1570 - DRAWN BY: J, HALMS
Q(p; = y FIRE HYDRANT ASSEMBLY FIELD BOOK: IND PAGE: 2
JACKSONVILLE, N.C. 28541-1570 Q� �, c TOPSAIL TOWNSHIP, FENDER COUNTY, NORTH CAROLINA -w— - REDUCER '
TELEPHONE: [phone] �z -w— — WATER SERVICE COMPUTER: WS 6 PFOJ/03-08-48PP8.dwq
Y 1-ACSIMILE:[phone] =;,lF BUR �. N.C. HIGHWAY Z I U &TOPSAIL DRIVE, TOWN OF SURF CITY
3 E—MAIL: [e-mail]
PROJECT NUMBER: 03-08-48
SHEET / OF /