15182879CIVIL - C-114REV1.pdf

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DESIGN-BUILD CHARLESTON PIER PAPA RECAPITALIZATION, USCG BASE CHARLESTON, CHARLESTON SC
Solicitation number
70Z04722RCHARLTN00
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TMS# 400-00-00-101

UNITED STATES OF AMERICA

Parcel 10 per Plat Book EJ, pg 73

TMS# 400-00-00-101

(EXCLUDED)

TMS# 400-00-00-080

SOUTH CAROLINA STATE PORTS AUTHORITY

Parcel 10 per Plat Book EH, pg 283

W

N

S 17°54'07" W

22.93'

S 74°31'02" E

109.55'

FO

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DREDGE AREA TO ELEVATION -32

MLLW (INCLUDING 2' OVERDEPTH).

SEE RFP SPECIFICATIONS FOR

DREDGE AREA TO ELEVATION -32

MLLW (INCLUDING 2' OVERDEPTH).

SEE RFP SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

AOC 643

SOLICITATION NO.: CONTRACT NO.:

SCALE IN FEET

0 30 60

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FFE=7.64

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AutoCAD SHX Text 7.01

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AutoCAD SHX Text 6.78

AutoCAD SHX Text 6.72

AutoCAD SHX Text 6.98

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AutoCAD SHX Text 7.04

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FFE=7.29

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FFE=9.90

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AutoCAD SHX Text 6.3

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FFE=8.99

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AutoCAD SHX Text 6.90

AutoCAD SHX Text 7.03

AutoCAD SHX Text 6.64

AutoCAD SHX Text 6.40

AutoCAD SHX Text 6.37

AutoCAD SHX Text 5.96

AutoCAD SHX Text 5.87

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FENCE & GATE

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CONC PAD

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GRAVEL/PVMT

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BLDG

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15" ABAN

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15" ABAN

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15" ABAN

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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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DWCB TOP = 5.90 12" UNK IN=3.28 18" UNK OUT=3.24

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DWCB TOP = 5.52 18" UNK IN=1.94 12" UNK IN=2.10 18" UNK OUT=1.85

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CONC SW

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18" RCP ELEV=1.07

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18" RCP ELEV=1.05

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15" ROUND UNK MATERIAL ELEV=1.10

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SHED

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CONC RETAINING WALL

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CONTROL 60 PN N:371898.52 E:2322857.91 ELEV: 5.76

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CONTROL PK NAIL W/ WASHER N:371758.45 E:2322889.39 ELEV: 6.34

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CONTROL "X" MARK IN CONC N:372051.25 E:2322655.11 ELEV: 6.56

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CONTROL PK NAIL W/ WASHER N:372137.16 E:2322829.48 ELEV: 6.90

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CONCRETE PIER ("NOVEMBER")

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CONCRETE PIER ("PAPA")

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CONC

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ASPHALT

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CONC

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SHEET C-102

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BATHYMETRIC SURFACE LIMITS

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BLDG 2 STORY CONC BLOCK

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BLDG 2 STORY CONC BLOCK

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TW=7.85

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TW=7.88

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TW=7.91

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TW=7.96

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TW=7.60

AutoCAD SHX Text

TW=7.67

AutoCAD SHX Text

TW=7.83

AutoCAD SHX Text

TW=7.97

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TW=7.91

AutoCAD SHX Text

TW=7.84

AutoCAD SHX Text

TW=7.88

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TW=7.90

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TW=7.78

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BLDG 1 STORY CONC BLOCK

AutoCAD SHX Text 7.05

AutoCAD SHX Text 6.66

AutoCAD SHX Text 6.93

AutoCAD SHX Text 6.28

AutoCAD SHX Text 6.47

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RIM=5.49'

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RIM=7.03'

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CO

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RIM=6.03'

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IE(NE A) (-1.27) IE(NE B) 0.65' IE(SW)(-1.49')

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PEDESTRIAN TURNSTILE

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VEHICLE GATE

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FFE=6.60

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FFE=6.83

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CONC PAD WITH WOODEN OVERHANG

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CONC PAD WITH WOODEN OVERHANG

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ELECTRICAL EQUIPMENT SHELTER

AutoCAD SHX Text N371977.32 E2322999.94

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SHEET C-103 SHEET C-111 SHEET C-119

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SHEET C-108 SHEET C-115 SHEET C-123

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SHEET C-107 SHEET C-114 SHEET C-122

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SHEET C-107 SHEET C-114 SHEET C-122

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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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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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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

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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-114REV1

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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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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. 4. REMOVE ABANDONED SANITARY SEWER. 5. REMOVE PIER NOVEMBER IN ITS ENTIRETY.

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Sheets and Views
C-114

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