61-08 Oversized Plans 2011

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SLIP AND BOAT LIFT SECTION
DESIGN BY LSI MARINE CONTRACTORS
*STRUCTURAL DESIGN BY OTHERS
WOOD OR ROPE RAIL
(TO DETER/PREVENT
SIDE -TO MOORING),.
N TS
*STRUCTURAL DESIGN BY OTHERS
M = m
= = =
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TH15 PLAN 15 FOR LAMA Ff M/TT/N6 ONLY. FX/5TIN5
IMPROVEMENTS $ LOT INFORMATION ARE SHOWN FOR
REFERENCE ONLY. 5EE 5/6NE9 ORIGINAL BOUNDARY 5URVEY
FOR ACCURATE LOT INFORMATION. 5EE 516NED ORIGINAL
A5BUILT 5URVEY FOR COMPLETE INFORMATION ON EX15TIN57
IMPROVEMENTS LOCATED ON TH15 PARCEL. ACCURACY OF
EX15TINO INFORMATION /5 NOT IMR.IED OR 66ARANTEED.
TMDDY FAMMILY)PXART 1/P, LLC I
TN/5 PLAN /5 A MODIFICATION OF THE PLAN ENTITLED "LAMA /
MAJOR 5/7F PLAN - TW/DDFAMILPARTNER5HIP, I IC - _I
27 — _
Y Y
COA5TAL EXPLORATION5" ORIGINALLY 155UE9 3-10_06 WITH
A REV15ION DATE OF 03-15-06.
/ N/F
/ 7XXDY FAMILY PAR7NEF5M1P, LLC
Hip
L16HTHO)..E HLNT CL0,, LLC PO SOX 364
PO SOX 3 / CORGLLry 1JG 27427
TAPPAWMVCK, VA 2260 ar dTlFt� aea�a eo�d - a r�s/r� tt
05ED DEVELOPf-ENT 15
N /N BOLD/DARK L/PE5 $
I=A 1. FX/STING INFORMATION /5
xiry 5HOP W /N 6RA62/6HT LAE5 e
TEXT:
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GRAPHIC SCALE
SEE INSET "A" �. / 100 o so 100 zoo
®(LOWER RIGHT THIS SHEET)
\ WATER DEPTH (`7--1-1/) RaATIVE TO WL (TrP) ` ( IN FEET )
1 inch = 100 ft.
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EX/STINS
INFORMATION:
1.
PROPERTY CIPABWADDRE55: 73N1DDY FAMILY PARTNSR5IIP, LLC
\
PO BOX 369
COROLLA, NG 27427
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2.
PROPERTY ADDRESS: lll6 COROLLA VILLAGE ROAD
COROLLA, NG 27427
(V6IITh5E CLUB, LOT 2)
3.
P/N 1 : 4437-10-6968
4.
PARCEL ID MkI ER: 0114000036D0000
5.
RE VRUED RH�• DB. 1034, P& 660
6.
PROFER7Y 6 LOCATED IN FIRM Z01E5 A5 'VM COMMUNITY PANEL
_,;
3720443700J DATED l2/16/05.
3�
7.
LOT AREA 439,445 5F / 10,10 ac.
PLATTED PARCEL AREA = 475X/l 5F / lOb7 ac.
/
PARCEL AREA MTI O&T POND= 4NI45 5F / 10./0 06.
(FOND AREA A5 L15TL99 ON PC F, 5L 1/6 = 33,466 5F)
(UPLAND AREA A = 12,204 5m)
(kE Ah/D AREA B = 5F)
/
(11E71..4NrJ AREA = 427,2?.2+- SF)
6.
TOTAL LoPLANl75 AREA 12,723 5F PE7L W5 L11E AFPROVED BY
L15ACE 01/04/2006.
/
9.
LOT COVE?A6E FOR PARCEL AREA W/7HOUT POND
4-
4- 445 5F / 10.10 oc.
PROPOSED DEVELOPMENT-
BUILD1NC7 kMWOF OVERHANG = 447.2 5F
CONCRETE = 6622 5F
l 1. PROPOSED (8) 12 FEET BY 20 FEET WET SUPS WITH BOAT
6R4VEL DRIVE = 2646.15F
agBR BAW5 C4N5ji'VA770N1575 LIFTS AS SHOWN. (1) -SIDE TO- WET SUP 15 FEET BY 26
TUR - TONE PARKING = 2431.2 5F
PO BOX 97o M4NW, hG 27454 FEET AS SHOWN.
DECK (OYEZ 6RCillm) = 4624.4 SF
TOTAL = 17066b 5F
2. PROPOSED (4'x9') ACCESS PIER, (238'X6') PIER AND
TOTAL COVBRAOE = 3,M
(26'X3')"T-HEAD' DOCK AS SHOWN.
TOTAL IMPEZV10U5 (ABOVE ITEMS, HIM6 DECK) = 7456.7 5F
3. PROPOSED (4) FINGER PIERS (3 FEET BY 20 FEET)
TOTAL 1MP5RVIOL6 COVEZA6E = lb4 J6
4. PROPOSED (9) FREE STANDING TIE PILINGS AS SHOWN
/0.
7 PARKING 5PACE5 (6 RE6, l hC)
NOTE.
PROPOSED DEVELOPMENT l5
a
/ SHOWN /N BOLD/DARK L/NE-5 f
TEXT. E45TIN6 INFORMATION /5
5HOWN /N 6;,2A 6116HT LINE5 I
TEXT I
/ WATER DEPTH (7-1-11) RELATIVE TO NNIL (GYP) 9�1
LE5BVt
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pap-,EXI5TIN6 IRON PIPE
p war - "D/5K/MONUMIENT
A - PK NAIL
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ca, - UTILITY POLE
A - ?E7LAND FLAG
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pd - WATER VALVE
- 5Eh1ER VALVE
X" - C-4gOb D a.FVATION
Q�ry GURiRlTUGK
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INSET 99A 99
SCALE: t "=20'
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COMMISSION NO.
P07094
DESIGNED BY
WDE
DRAWN BY
AZ WE TS
CHECKED BY
WDE
ISSUE DATE
11 17 11
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