74-08 OVERSIZED PLANS 2007

I
FRONT
5CALE:114" = 1'
24'-0"
FOUNDATION & FIR5T FLOOR FLAN
5CALE:114" =1'
-------------_--
ROOF FRAMING TO
CON5I5T OF PRE- !
i ENGINEERED TRU55 FED f
MANUFACTURER'-0" 6ZZ '
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ROOF FLAMING FLAN
SCALE: 114-" = 1'
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OVERHANG
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TYPICAL WALL 5ECTION & FOOTING DETAIL
5CALE:1/2" - 1'
GENERAL NOTE5•
1, ALL CON5TR.UCTION TO CONFORM WITH LOCAL BUILDING, ELECTRICAL & f LUM13ING CODES &. THE LATEST
REQUIREMENTS OF NC 5TATE DUILDING CODE VOLUME V11-KE5I1)ENTIAL WITI-I SPECIAL CON510ERATION GIVEN
TO CHAPTER 44 (2002 REVISION) REGARDING HIGH WINDZOI,,JE5.
2. CONTRACTOR TO VERIFY ALL HEIGHT5 & DIMEN51ON5 BEFORE COMMENCING CON5TRUCTION
5. PLACE ELECTRIC & FIXTURE5 A5 PER OWNER REQUE5T
I HT & L F:�
5c/1`\Lc:1/zV =1'
ASPHALT COMFO5ITE SHIM rLE5 OVER 15# FELT OR APPROVED
EQUAL M015TURE BARRIE cl OVER 1/2" A.F,A, RATED EXP05UPE
5HEATHING FA5TEN W1#C1,) NAILS 4" O.C. ALONG PANEL EPGES
6" O.C. ALONG INTERMEPhTE FRAMING
51MF50H H10 GALV,
HURRICANE TIE AT EACH
RAFTER FASTENED FEK
MANUFACTURER'S
S�FCIFICATIONS
6" 'MU WALL
--REIIJFORCE-D CELLS
FUL LY GFOUTED
#5 VEKTICAL REINFORCEMENT
yv/ 8" HOOK B 72" O,C, 5FACING ANP
MTHIN 24" OF EXTERIOR COMER RUN
CONTINUOUS TO TOP PLATE (TYF.),
(2) #5 D.AR5 OR
(5) #4D.AR5
CONTINUOUS WITH 25"
LAP 5FLI(13E AND 3"
(MIN.) COVED. (TYF,)
`J ".IN15HED GRADE
CONTFACTOR DETERMINE DEFTH OF FOOTING BELOW
FIN15f IED GRADE PEI" FROST LINE
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P<�te Engineering & Land Surveying, PC,
119 Wood Hill Or Unit 6
Nags Head, NO 27999
Ncl 6J�EN
2007
— .,,).A SAL MA AGEMEW
FIlzabeih C liy
RECEIVE[
NC DENR
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�-.OASTAL MANAGEMENT
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SMVEYOR'S CERTIWA7E
L Robert Q CurnmkM owl" tftat this plat was drawn under
my supervision from an actual survey perforated under my
based on Worrttatkxt recwdetd in DB 831, PG 217
that "ft pleat teas prepared In accordance with ttm-Standards
of Preactloe for Land Surveying in Nartft Caroline' as arrmrtded.
Whnmm my original signature license nuariber and seal
this
Janus 4, 200$.
Robert Curium fins
Profeselonal Land Surveyor, L-211181 `
BEAL
r L.2Z1 tc
Hetw Water "Pths wavIded by others.
Typical Section at Proposed Bulkhead (at dock)
(not to scale)
lanotes a boat slip (8 shown) M
8 boat silps a 30'4'- 242'8" .13 ,a ,
C Q) ®-®
22'9'(typ) T7" roposed
�� bulkhe
iteppiem
ole Plan View of Proposed Boat Slips {eed
(trot to seals)
Amu (s.f.)
Gravel drives, parking areas
and concrete boat ramp........... 20,007
Drainfield ...................... 5,476
Concrete sidewalks .............. 835
Wooden walkway and bulkhead ...... 1,746
Restroom building. . . ... .......... 497
Volleyball court ........ , ........ 1,800
Picnic shelter.. _ .... - - - - - - - - _ , 450
Horseshoe play area ............. 252
Total land distrubance area = 31,063 s.f = 0.71 acres
% Coverage = 21,789 s.f./231,492 s.f.=9.4%
Notes:
All structures and improvements shown hereon are
proposed improvements.
All elevations are based on NAVD 1988.
The parcel area shown is based on the edge of water
at the canal and is subject to change due to proposed
bulkhead construction.
Access to and from site must be from Ocean Pearl Road
(restrictive covenant - DB 831, PG. 218)
Improvements shown hereon were taken from a drawing
entitled "Carova Beach Pork - Currituck County, NC -
PARTF Site Plan - January 2007"
Concrete sidewalk, restroom and drainfield was relocated
by others due to drainfield considerations.
Drain€ieid imformation was provided by the Albemarle
Regonal Health Services.
LEGEND
®
Existing Concrete Monument
0
Existing Iron Rod
O
Set Iron Rod
o
Existing Iron Pipe
©
Set Iron Pipe
A
Set Metal Post
❑
Set Concrete Monument
Reference............
DB 831, 217, PC^H", SL 173
Flood Zone .. _ ........
AE(5.3') do AE(6') shown
FIRM ................370078
9021 J
PIN ............. . ..
A99D-000-OPEN-0000
Zoning. . ............
R2
Field Date ..... _ _ .....
December 12, 2007
Scale ... ..............
I "- 60 Feet
Area ...............
231,492 s.f. = 5.314 cc. by c-c
File #...... . .........07169
Fleldbook/Page........
DC
Terrace o
Fm c�
N X'C; ,a Shark La
L
�t< Qose4ty41� MallardRd CL
r AL 0
a
*."p, '61 L
/01 .3.6 /2 Dolphin a - -
0`iS.
Xf� Brant Rd.
00
Swan R
-' .-r �-t r•-' r-r a2 + '1- /.. O ,Scoter R
PC"H.l SL 173 -' a � }
1 3.s f + 3 4 e 2.s ' $It . .
avatar �� r ` 1/ / •� AE 5 done f Wild l loess Lane
r r r r - r-- r••� r � 8
r� r-' r--' r--•-� r-F � r•� r� i-^^-> i---,� �•,^r i---� r �� �` � � ! � ^ - - . { r/� � 1 � po� �s ' - �e
-' r-� .--r .--� .--r .-� .--r i r-r ...•-r r---' r-- Proposed s ed - M P ro p o s B d 6 ` - _ - • - _ l' %r! o 17
l I aI' I R g� B 1 ty Map r1 a . a, -
-- o a
water ^ -' r- -� r 2 7 cri
-bulkhead 2. 3 7 + 0 3.4 CL it
�•�
'� r^-�„{� J�C�rk?�r �•-� s-' r^� i--� �--•-r i-r r-� f� � r< � water �^--" ��' r tri `-VVtom��r- !-✓ r-r r-�`- �� �r-r o nr-t- at ed ra -of' +rar-' ---' - _uE a"E -:_
water 52f'1pN6YS'15`A
E 861
t4 86*15'03" E S674U'51" 11)'II�L3_R.4
Plot tn 4.98' 5 + 447.35oartp. . ' . -_ . -_ . -__ _ - �{k ` �v � ��f /�f •
�
75' AEC
Plan ,.
+3.8 +3.5 +3.0 +3.1' +3.3 +3.0 Doa, k5 +�'1 +
Boundary line/ wood n walk
edge of water #^29.681
30'CAMABuffer-i--•-..-..-.. - ,.. _._. r t.' -. - ."•, Flood $
1 _ry tit Picnic r r 4
Savoie shelterr _ e 6.3- Sri Pa1bin- - - - •- Zone
+3.3 t3.i Swale 31 �3 gheter,3typ) / tide!toaorwoodenpost__. AE(5.3') r' 6
i sec, x--x 1�J� l 'I
f�. „� +3:1 "��IG _ Proposed _ �'J 3.3 +4,2' . ' t �?.6 2.6. �
d s/ fence buffer`` est o
1 �...........L........a.•8't ruilding Flood
75'EsturincShoreline Area of�M ,, us esy`�z fueof��op� "�-�l�ase ptana) Zone- _-. /
Environmental Concern + y w-+ g , 50' I �`� AE(6') - l 6 63'3s'14" 6
39.6B`
emo239
- �^court yv w y a 31.0 ProposedVolleyball \te
oin.1012cewell _ .. %
1°'� Horseshoes b see �D. + 36 4 _ r 3.B 2.6 %�
u� 3* . . . u �, , .3 1+
Flood !'- - _ - _ - _ - _ - -3 " 43.3�_ - .- � > �• ♦.e* as'�' "°° �
Zone -- / Flood Proposed Drainfield $
-;
�•�'"�AE(6,} +a.9 Zone �µ :.................area...................:
�/ �.
+3.80g +37 �/� - Proposed gravel drives and y� 5 +;� i Sand road ��� ��� d.��}
jj +3,9 +3•s - - - _�_ parking areas. +3.2
? t +-. - < y lop "now
owner +3,4 �' f3J1 �. �1+3.9 Vcgetatrcnitne/-�\' y t 3.8 N ������e,.rs
Ian Andrew Morris 0 '4T0 too of siope
Cleared Area4),18 O
Lot 1 grass Mound w/ live oak tree
4Gr. El. 4'-7' 3.41
Wfid Horse Estate$ ti t� ExI0tnngg ground +3.s �3.6
1.5 eleratian {fyp} +3.68 +3.8 _ 3 8 4'e; station line
DB 759. PG 603 U+ 3.
PC..B,. SL 173 +s.1 2.
-
i
+3 i 3'17
+2.5 4
3 � open apace
Wild Horse Estates 0
3.6 2.14 �
PC"H", SL 173/-and road
I +2.7 4� Eaad of sand
l---,,----,,Vegetated 2.sr
I bushes -d-1
+2.7
i Lot 1
I 5 l ��i
Lot 2 0
A�
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Zoning"tbaoke-J
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149.9T 15Q.G4` 5/- �
I +--S88'13,25"W I--588'15`31-W
.--- - 5 88 15100" W 492.32' • I
_ + : r 0_ _ . . _ - . . _ . - _ " _ - Wltd Horse Lane 45' R/W .
Title Block
Applicant/Contractor:
Tab Winbome Corporation
2832 West Gibbs Road
Virginia Beach, VA 23457
Owner.
CURRiTUCK COUNTY, NORTH CAROLINA
A Body Politic and Subdivision Of the
State of North Carolina
Post Office 6lox 39
Curriltuck, North Carolina 27929
Date
January 14.2008
Plat Reference
PC"H", SL 173
Gravel road "---"�---------'
_-----------------------_ --- _- _ -- -- 9 ti
q � t
- t `.
-----Flood Zone AE(6') !--Flood Zone AE(5.3')
t
4
_ 1
Survey/Site Plan �
of
Carona Beach Park
CUMMINS SURVEYING
kt
Fruitville Township Currituok County - North Carolina
January 14, 2008
mmoll
File No. 07160 60 feet 0 SCRLE 60 120
P. 0. BOX 2784
KILL ©EVIL HILLS
NORTH C,A,ROLINA
27948
(252) 4 41-1352
Fox [phone]
Sheet l o f 1 cumminssurveying®earthlink.net
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W
F CONCRETE
WITH REMAINDER OF
PARKING LANE TO BE
MANEUVERING AREA
STONE MANEUVERING
AREA ABOVE SAND
FLAT PAVEMENT
VINYL BULKHEAD, SEE DE A L THIS FAGS:.
BOATLAUNCH
CONTRACTOR
DETERMINE LENGTH
OF RAID P
CALi : !
6" MIN. REINFORCED
CONCRETE SLAB
APtn%/P 19" NAI in
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2"XFX2'DRAG
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6" X 6" EXTEND5 U°
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FKONT ELEVATION NAVY TYLED DUL HEAD
N 5 G- A L E
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1 OF 2

1. ALL CON5TRUCTION TO CONFORM WITH LOCAL BUILDING, ELECTRICAL & PLUMBING CODE5 & THE LATE5T
REQUIREMENT5 OF NC 5TATE PUILDING CODE VOLUME V11-RESIDENTIAL WITH SPECIAL CON51DERATION GIVEN
TO CHAPTER 44 (2002 REVISION) REGARDING HIGH WIND ZONE5,
2. CONTRACTOR TO VERIFY ALL HEIGHT5 & DIMENSIONS BEFORE COMMENCING CON5TRUCTION
8" W PILE
EMBEDDED 8�
MIN,
FRONT
RAFTERS = 2" X 6" bee O.C.
C L. E : /2"
SELF SEALING ASPHALT
SHINGLES OVER 30# FELT
OVER 1/2" APA RATED 211,X 8"
SHEATHING OVER 2" X 6" �..��
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