15182879CIVIL - C-111REV2.pdf
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TMS# 400-00-00-043
SOUTH CAROLINA STATE PORTS AUTHORITY
Parcel 9 per Plat Book EG, pg 138
S
S 34°35'39" E
4.91'
S
N
DREDGE AREA WITHIN LIMITS SHOWN
TO ELEVATION -32 MLLW (INCLUDING
2' OVERDEPTH). SLOPE AREAS
OUTSIDE THE LIMITS AT 4H:1V. SEE
RFP SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
AOC 643
SOLICITATION NO.: CONTRACT NO.:
SCALE IN FEET
0 30 60
AutoCAD SHX Text 7.6
AutoCAD SHX Text 7.2
AutoCAD SHX Text 7.0
AutoCAD SHX Text 6.33
AutoCAD SHX Text 6.00
AutoCAD SHX Text 6.40
AutoCAD SHX Text 5.0
AutoCAD SHX Text 4.1
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.4
AutoCAD SHX Text 5.3
AutoCAD SHX Text 6.0
AutoCAD SHX Text 6.5
AutoCAD SHX Text 5.9
AutoCAD SHX Text 5.5
AutoCAD SHX Text 4.7
AutoCAD SHX Text 4.2
AutoCAD SHX Text 7.31
AutoCAD SHX Text 7.48
AutoCAD SHX Text 4.3
AutoCAD SHX Text 5.4
AutoCAD SHX Text 5.9
AutoCAD SHX Text 5.2
AutoCAD SHX Text 6.4
AutoCAD SHX Text 4.8
AutoCAD SHX Text 4.3
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AutoCAD SHX Text 6.2
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AutoCAD SHX Text 4.0
AutoCAD SHX Text 4.5
AutoCAD SHX Text 6.2
AutoCAD SHX Text 5.22
AutoCAD SHX Text 5.14
AutoCAD SHX Text 5.06
AutoCAD SHX Text 5.9
AutoCAD SHX Text 5.2
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AutoCAD SHX Text 6.7
AutoCAD SHX Text 7.5
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AutoCAD SHX Text 6.5
AutoCAD SHX Text 5.7
AutoCAD SHX Text 7.0
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FFE=7.64
AutoCAD SHX Text 6.44
AutoCAD SHX Text 6.30
AutoCAD SHX Text 6.10
AutoCAD SHX Text 7.1
AutoCAD SHX Text 7.0
AutoCAD SHX Text 7.0
AutoCAD SHX Text 6.39
AutoCAD SHX Text 6.35
AutoCAD SHX Text 6.82
AutoCAD SHX Text 6.92
AutoCAD SHX Text 6.98
AutoCAD SHX Text 6.61
AutoCAD SHX Text 6.48
AutoCAD SHX Text 6.57
AutoCAD SHX Text 6.30
AutoCAD SHX Text 5.90
AutoCAD SHX Text 5.98
AutoCAD SHX Text 6.34
AutoCAD SHX Text 6.59
AutoCAD SHX Text 6.42
AutoCAD SHX Text 6.26
AutoCAD SHX Text 6.84
AutoCAD SHX Text 7.10
AutoCAD SHX Text 6.81
AutoCAD SHX Text 6.48
AutoCAD SHX Text 6.37
AutoCAD SHX Text 6.86
AutoCAD SHX Text 5.4
AutoCAD SHX Text 5.4
AutoCAD SHX Text 5.5
AutoCAD SHX Text 4.9
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AutoCAD SHX Text 5.8
AutoCAD SHX Text 6.0
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AutoCAD SHX Text 9.3
AutoCAD SHX Text 6.1
AutoCAD SHX Text 4.6
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AutoCAD SHX Text 5.9
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AutoCAD SHX Text 4.9
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AutoCAD SHX Text 4.9
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AutoCAD SHX Text 5.8
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AutoCAD SHX Text 7.5
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AutoCAD SHX Text 4.3
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FENCE & GATE
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PVMT
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GRAVEL/PVMT
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GRAVEL/PVMT
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S. HOBSON AVENUE (RESTRICTED ACCESS)
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CONC SW
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15" ABAN
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12" ABAN
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AutoCAD SHX Text 6"
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AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
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AutoCAD SHX Text 4"
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DWCB TOP = 5.19 DAMAGED TOP INVERTS INACCESSIBLE
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EP
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EP
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EP
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JB TOP = 4.71 FILLED W/ DIRT POSSIBLY ABANDONED
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DWCB TOP = 5.35 DAMAGED STRUCTURE CANNOT SEE PIPES
AutoCAD SHX Text
DI TOP = 3.55 CANNOT SEE INVERTS
AutoCAD SHX Text
DI TOP = 3.41 UNK PIPE OUT=0.26
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APPROX. DIRECTION
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DWCB TOP = 5.81 10" UNK IN=3.63 12" UNK OUT=3.46
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CONC SW
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WATER EDGE
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CONC RETAINING WALL
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CONTROL PK NAIL W/ WASHER N:372102.80 E:2321704.54 ELEV: 7.51
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CONTROL PK NAIL N:371899.43 E:2322463.46 ELEV: 5.91
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CONTROL "X" MARK IN CONC N:372051.25 E:2322655.11 ELEV: 6.56
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APPROX. DIR
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SHEET C-101
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MATCHLINE
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MATCHLINE
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SHEET C-101
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SHEET C-100
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BATHYMETRIC SURFACE LIMITS
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BATHYMETRIC SURFACE LIMITS
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TW=5.73
AutoCAD SHX Text
TW=7.04
AutoCAD SHX Text
TW=6.45
AutoCAD SHX Text
TW=7.03
AutoCAD SHX Text
TW=7.86
AutoCAD SHX Text
TW=7.87
AutoCAD SHX Text
TW=7.82
AutoCAD SHX Text
TW=7.85
AutoCAD SHX Text
CONTROL RB W/ CAP N:372227.38 E:2322093.68 ELEV: 6.88
AutoCAD SHX Text 7.57
AutoCAD SHX Text 6.52
AutoCAD SHX Text 5.60
AutoCAD SHX Text 5.29
AutoCAD SHX Text 5.34
AutoCAD SHX Text 6.21
AutoCAD SHX Text 6.68
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AutoCAD SHX Text -15
AutoCAD SHX Text -15
AutoCAD SHX Text -10
AutoCAD SHX Text -5
AutoCAD SHX Text -10
AutoCAD SHX Text -15
AutoCAD SHX Text 11.61
AutoCAD SHX Text -17.26
AutoCAD SHX Text -11.80
AutoCAD SHX Text -15.03
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STAGING AREA
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STAGING AREA
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MONITORING WELL
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MONITORING WELL
AutoCAD SHX Text N372245.13 E2322335.22
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SHEET C-103 SHEET C-111 SHEET C-119
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SHEET C-104 SHEET C-112 SHEET C-120
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SHEET C-103 SHEET C-111 SHEET C-119
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SHEET C-103 SHEET C-111 SHEET C-119
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SHEET C-103 SHEET C-111 SHEET C-119
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SHEET C-102 SHEET C-110 SHEET C-118
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SHEET C-107 SHEET C-114 SHEET C-122
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SHEET C-103 SHEET C-111 SHEET C-119
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SHEET C-107 SHEET C-114 SHEET C-122
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PROJECT LIMITS
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PROJECT LIMITS
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PROJECT LIMITS
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PROJECT LIMITS
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PROJECT LIMITS
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SHEET ID
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DESIGNED BY:
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DESCRIPTION
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MARK
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EDITED BY:
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DATE
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CHECKED BY:
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DRAWN BY:
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AutoCAD SHX Text F
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AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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PLOTTING SCALE:
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SCALE:
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USCG DRAWING N0.
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SHEET
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OF
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USCG PROJECT NO.
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USCG FILENAME
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A/E COMPANY:
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CONSULTING A/E:
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PROJECT ENGINEER:
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A/E PROJECT NO.:
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SHEET ID
AutoCAD SHX Text N
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RECAPITALIZE PIER PAPA
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USCG BASE CHARLESTON
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NORTH CHARLESTON
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SC
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CIVIL
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DEMOLITION & DREDGING
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BASE CHARLESTON
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C-111REV2
AutoCAD SHX Text 15182879
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US COAST GUARD FDCC
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5505 ROBIN HOOD ROAD
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NORFOLK, VA 23513
AutoCAD SHX Text 1:1
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AS SHOWN
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PROJECT LIMITS
AutoCAD SHX Text 2-23-22
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REVISED NOTE
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U.S. COAST GUARD
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CIVIL ENGINEERING
AutoCAD SHX Text DEMOLITION NOTES 1. DEMOLISH BUILDING (AREA OF CONCERN (AOC) DEMOLISH BUILDING (AREA OF CONCERN (AOC) 643) IN ITS ENTIRETY. SEE RFP SPECIFICATIONS AND ATTACHMENTS FOR ADDITIONAL REQUIREMENTS AND INFORMATION REGARDING HAZARDOUS MATERIALS. 2. SEE RFP SPECIFICATIONS AND ATTACHMENTS SEE RFP SPECIFICATIONS AND ATTACHMENTS FOR ESTIMATED QUANTITIES OF DEBRIS THAT MUST BE REMOVED BY THE CONTRACTOR. DEBRIS INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, CONSTRUCTION EQUIPMENT, AGGREGATE, SHEETPILE BULKHEAD AND CONCRETE CAP, BULKHEAD APPURTENANCES, ETC. 3. REMOVE STORM DRAIN AND REPLACE AS REMOVE STORM DRAIN AND REPLACE AS NECESSARY TO RESTORE DRAINAGE ALONG S. HOBSON AVENUE AS WELL AS THE RESTORED AREA OF THE BULKHEAD FAILURE AND REPAIR PAVEMENT DAMAGED BY EXCAVATION. PROVIDE FOR NEW OUTFALL THROUGH BULKHEAD IF DETERMINED AS NECESSARY BY THE DESIGNER OF RECORD. REFER TO RFP ATTACHMENTS FOR STORM DRAIN AND UTILITY CONDITION INFORMATION. 4. REMOVE ABANDONED SANITARY SEWER.REMOVE ABANDONED SANITARY SEWER.
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