129-00 Oversized Plans

a
VICINITY MAP
FIBER CLOTH
RETAINER
TREATED LUMBER DOCK
EXISTING _N.W_.L._ _ _ _ _
EXISTING WATER DEPTH _ -
2.2 ft. AVG EXISTING DEPTH ._� .._ - - 7 - -0.3
-r -3.2
-4.3 2.1 ft.
-sro ' PROPOSED
DEPTH= 3.5ft. TOE OF CONCRETE RAMP
N.T.S.
65ft. x 28ft. x 2.5ft,= 4,550cu. ft.
= 169 cu.yds.
HW. JL,.1�111
7S,AEC
N.C.G,S.-NAD '83
CAUSEWAY 197$ OVERHEAD UTILITIES
N 939926.1713 F-------_ - _ _ ---------------- -- --- ----- ��-------------- -
E 2822357,9248 F
FIR
V
Co
N /F
CITY OF ELIZABETH CITY
L�
D.B. 44, PG. 277
0
0
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NOTES:
O
R/W - RIGHT-OF-WAY
E- - EDGE OF PAVEMENT
CALL
\
O - CALCULATED POINT
CA.0
O EIR_ EXISTING IRON ROD
OEV - EXISTING IRON PIPE
IN - WATER METER
- WATER VALVE
�
- POWER POLE
(] - TELEPHONE PEDISTAL
a - FIRE HYDRANT
1. AREA TRACT 1= 8,574 S.F./ 0.20 AC. (COORD. METHOD)
AREA TRACT 2= 8,728 S.F./ 0.20 AC. (COORD. METHOD)
2. AS RECORDED IN D.B. 82, PG. 41.
3. PROPERTY IS LOCATED IN A F.I.R.M.ZONE "A4" (EL. 6)
PANEL #370042 0190 B.
4. ROBINSON MAP FOUND IN MB. 2, PG 4.
5. SURVEY REVISION DATE 11 /29/99.
6. AREA WITHIN AEC= 6911.63 s.f.
7. LOT COVERAGE= TRACT 1= 562 s.f. / 1%
TRACT 2= 0 s.f. / 0%
8. PROPERTY IS ZONED CMU
DETERIORATING
CONCRETE BLOCI,
BULKHEAD
PROPOSED 5ft. d
BULKHEAD - P i GROUND ELE i = 4.-ft
4.Sft. ,
N.W.L. FIBERA o
_ CLOTH - - - - - J P
RETAINER , g
EXISTING POURED
CONCRETE BREAKWATER
BACKFILL 5.5ft- x 5ft. x 4.5ft.= 1237 cu.ft.
CALCULATION 46 cu.yd.
4
BULKHEAD MODIFIC00N
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S84°00'00"E - - 267.82' EIR
EIR � � a-� EIP -
0 ._
o WETLANDS LIMITS
+ AS FLAGGED BY Ln
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U.S.A.C.O E. ,<
TRACT 1
(8,342 s.f.)
a
+ 605 sq. ft.
+
a / CAMA JURISDICTIONAL. h�
+ WATERS
+
ry ..
CI
two
20
0
46.5
TREATED LUMBER BULKHEAD
CONCRETE BOAT RAMP
5:1 SLOPE
30ft- x 12ft. x 2AW- 756 cu.ft. = 28cu.ydz.
PROPOSED BOAT RAMP
DETAIL N
(100' R//W)
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(TIE+ LINE)
EIR S82'11'50"E__/78.10�
i EIR
75' A.E.C. WOOD FENCE
Vo 0.?4 ACRES
p F, TRACT 2
ILL
AREA (9,218 s.f.,>
+
41
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C11 N /f F
CAMDEN COUNTY
of ABC BOARD
::E D.B. 71, PG. 399
1\ lb1 ti + (16 {^. PROPOS�U GRAVEL CD
-. + + p� I �4 + PROPOSE[?- PARKING LOT AND I co ry
Ap
°R k11 1 'BOAT RAMP DRIVE o0
3>6 NOREbN f o
3/1%0
CAL 1l� 12'x16'
` CONtRETE BLOCKSHED
PASOUOTANK RIVER z �< ro 3 EIR $Utk
"SAD
PUMP
- EXCAVATION HOUSE_ EIP S07'32'00"W
_ N13'36'50' 1.12
AREA 2N 12.06' 54.91 5' (yg 1' 1,, CALC
- - 68t CU. YDS. cALC
PROPOSED BULKHEAD /
,tJ FILL /
BRICK AREA
3 RIP -RAP
X� A 3� \ O O
0
\ ,,6 0 --EX. UTILITY
METER ON
NORTH SIDE - -
1 OF RESIDENCE
3 20 PRPOSED 5' WALK FOR
' O
\ 3' WALK CITY ACCESS TO
+ _ \ UTILITY METER
S85'35' 8"E -
W 24.7
Cl Q - EX.- -
' SPLIT-LEVEL Y_
z HOUSE ON °° a
_ Cz u-),EX. 13'x3O" PILINGS m o
45' `�+BOAT LIFT o 0
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G a PASQUOTAN►<
GRAPHIC SCALE D_ W RIVER
10 20 40 80 EX. 10' DECK
-= PROPOSED
( IN FEET )
I inch = 20 ft.
BOAT HOUSE
20'x45' (900 sq. ft.)
TO COVER EX.
13'x3O' (390 sq. ft.)
LIFT
REV. 1 /25/00
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DATE,
11/19/99
SCALE:
1"=20'
DESIGNED:
DRAWN:
BMS
CMM
PROJECT N0:
S98405
CADD FILE:.
S405--SITE4
SHEET;
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