62-02 Oversized Plans

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Michael and Bertha MOCOMSOm
James H. Price
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S 89°10'22' W 150.0'
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B- VAR ROAD 60' R f W p
{S.R. 1211 } 0'10
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100.00,
EIP OPC EIP EIP
PHONE BOX LECT. BOX
LEGEND: 1 CHAIN LINK FENCE
NIP = NEW IRON PIPE SET I 1 " INSIDE LINE
EIP = EXISTING IRON PIPE FOUND
ECM = EXISTING CONCRETE MONUMENT I o,
PP = POWER POLE rri
UPC = OVERHEAD POWER CABLE
TBM = TEMPORARY BENCHMARK
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A!—W' R,Right—of—Way line
Silt Fence
BATHROOM Lq o 40,072 SO FT
S 0. 92 ACRES
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PUMP HOUSE
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D8. 7208 PG 1208 B. C. R.
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N 88°23i31' W151,2'
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8' Wide mooting Dock I o I
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80' setback from toe
— — 4.2
of AIWW Dredge Channe! _ —
f 19.88' 19.88, 19.86' 79.88'
8' Wde mooting Dock
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_/ATLANTIC INTRACOASTAL WATERWAY
top of slope= WW Dredge Channel
of A/WW Dredge Channel
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IN BULKHEAD
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B— VAR ROAD S. W. S R.1211
Holden Beach Bridge
Atlontic lntercoostal Waterway
VICINITY MAP (NOT TO SCALE)
1. Proposed Bulkhead to be replaced on same alignment.
2. Proposed Dredging will be done by Bucket to Barge with spoil to be
contained on property inside silt fence and used as backfill.
J. Proposed Finger Docks will not exceed 80' setback and no structures
will be constructed within 15' of adjacent property lines.
Proposed Silt Fence
Location Noted By x ____x on Pfon Kew
L!m"
Proposed Bulkhead
GRAPHIC SCALE
40 0 20 40 60 160
( IN FEET )
H I inch = 40 ft.
V 1 Inch = 4ft For Cross Section
Proposed MLW 4' Depth at
end of Proposed Docks,