91-11 OVERSIZE PLANS

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DRAWING FILE: P10085—base
PLOT SCALE: 1' = 20'
SECTION A -A
SCALE: 1 "=5'
NIP
VANDEVENTER,
BLACK, "C
D.B. 1126, PG• 791
PIN 9867-20-81-6126
ZONED: C
PROPOSED
RETAINING WALL
(DESIGN` BY OTHERS)
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*CANAL AREA L 5TEP A5„
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"NO TAX PARCEL" ON
DARE COUNT)': TAX RECORD5.
ASPHALT WITHIN AEC TO
RE REMOVED'-(304 SF)
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PROPOSED
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STRUCTURE
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PROPOSED GRADING
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(RI" VA R IEs)
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
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PROPOSED PERMEABLE CONCRETE
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EX. IRON PIPE
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EX. IRON ROD
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EX. CONC. MON.
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EX. PK NAIL
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EX. LIGHT POLE
EX. FIRE HYDRANT
PROPOSED CURB AND GUTTER
PROPOSED 6" CURB (NO GUTTER)
PROPOSED SPILL CURB AND GUTTER
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PROPOSED D.I.
PROPOSED STORM PIPE
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PROPOSED CONTOUR
• � 7q"5i9i�7'
N/F
500T RN 5HORE5
REALTY COMPANY, INC.
DB. 554, PG. 436
PIN 9867-20-61-8255
ZONED: R5-1
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N/F
50(fl}IE W 5NORE5
REALTY COMPANY, INC.
DB. 454, PG. 496
PIN 9867-20-61-9272
ZONED: R5-1
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLINA
ONE CALL
R E
MB -1 , PGA
REALTY COMPA,r INC.
DB 346, PG .23/
P/N 9867-20-70340
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ATLANTIC-
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NOTES:
1. PROPERTY OWNER: PASQUOTANK COUNTY
PO BOX 39
ELIZABETH CITY, NC 27909
APPLICANT: TOWNEBANK w c14 u
5806 HARBOUR VIEW BLVD. w k—
SUFFOLK, VA 23425 v o
2• PROPERTY IDENTIFICATION: 9867-2081-7063 _� q
3. RECORDED REFERENCE: D.B. 1353, PG. 239 !
4. ZONE: GENERAL COMMERCIAL DISTRICT (C)
5. PROPOSED USE: BANK
6. PARCEL AREA: 69,701 sq.ft. — 1.60 acres
7. LOT COVERAGE:
EXISTING — 3,866 sq.ft.
BUILDING — 7,561 sq.ft.
ASPHALT/CONCRETE — 20,956 sq.ft.
POROUS PAVEMENT — 8.421 sq. ft.
TOTAL — 40,804 sq.ft. (58.54%)
TOTAL ALLOWED — 41,821 sq.ft. (60%)
8. TOTAL LAND DISTURBANCE: 60,730 sq.ft. — 1.39 acres
9. BOUNDARY, TOPOGRAPHIC & WETLAND SURVEY DATA SHOWN HEREON TAKEN FROM
SURVEY BY QUIBLE & ASSOCIATES, P.C., DATED JANUARY 2011.
10. FLOOD ZONES: SHADED "X" & "AE7". PANEL#-3720986700J DATED 09/20/06.
(SUBJECT TO CHANGE BY F.E.M.A.)
11. WORK REQUIRING CAMA PERMIT
A. REMOVAL OF EXISTING ASPHALT AND ASSOCIATED GRADING IN 30' AEC.
B. CONSTRUCTION OF A RETAINING WALL WITHIN THE 30' AEC (45 LF OF WALL
WITHIN THE AEC)
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE„ BUT THE ACCURACY IS NOT
GUARANTEED, TIE CONTRACTOR IS RESPONSIBLE
FOR VERIFY116 ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. NORK MAY CONTINUE UPON ENGINEERS
NOTICE TO IIROCI-ED.
GRAPHIC SCALE
20' 0 loll 20' 40'
( IN FEET )
1 inch = 20 ft.
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COMMISSION NO.
P10085
DESIGNED BY
BDR
DRAWN BY
JMH
CHECKED BY
BDR
ISSUE DATE
11.
06/30/11
SHEET NO.
OF 1 SHEETS
0
0
5
W
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