15182879CIVIL - C-117REV1.pdf

PDF 681 KB Posted

Attached to
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

TMS# 400-00-00-043

SOUTH CAROLINA STATE PORTS AUTHORITY

Parcel 9 per Plat Book EG, pg 138

N

N 34°36'58" W

17.47'

W

S 17°54'07" W

22.93'

S 74°31'02" E

109.55'

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BID OPTION NO. 2

(80 ADDITIONAL

FEET OF PIER)

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BID OPTION NO. 1

(ACCOMMODATIONS FOR A

5TH NSC (WMSL). SEE RFP

SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

SOLICITATION NO.: CONTRACT NO.:

SCALE IN FEET

0 60 120

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PVMT

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S. HOBSON AVENUE (RESTRICTED ACCESS)

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DI TOP = 5.76 FULL OF DEBRIS

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DWCB TOP = 5.19 DAMAGED TOP INVERTS INACCESSIBLE

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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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CONC RETAINING WALL

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CONTROL PK NAIL N:371899.43 E:2322463.46 ELEV: 5.91

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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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CONCRETE PIER ("MIKE")

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CONCRETE PIER ("MIKE")

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CONCRETE PIER ("PAPA")

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APPROX. DIR

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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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SHEET C-108

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BATHYMETRIC SURFACE LIMITS

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BATHYMETRIC SURFACE LIMITS

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TW=5.73

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TW=7.04

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TW=6.45

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TW=7.86

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TW=7.87

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TW=7.82

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TW=7.91

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TW=7.96

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TW=7.60

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TW=7.67

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TW=7.83

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TW=7.97

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TW=7.91

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TW=7.84

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TW=7.88

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TW=7.90

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TW=7.78

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ELECTRICAL EQUIPMENT SHELTER

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RIM=5.49'

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RIM=7.03'

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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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DUMPSTER PAD (TYP.)

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ELECTRICAL EQUIPMENT SHELTER

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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-104 SHEET C-112 SHEET C-120

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

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

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SHEET C-104 SHEET C-112 SHEET C-120

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SHEET C-105 SHEET C-113 SHEET C-121

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SHEET C-109 SHEET C-116 SHEET C-124

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SHEET C-109 SHEET C-116 SHEET C-124

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SHEET C-105 SHEET C-113 SHEET C-121

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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-103 SHEET C-111 SHEET C-119

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

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1,070' (BASE BID)

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80' (BID OPTION NO. 2)

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PROJECT LIMITS

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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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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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OVERALL CONCEPTUAL SITE PLAN

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BASE CHARLESTON

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C-117REV1

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US COAST GUARD FDCC

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5505 ROBIN HOOD ROAD

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NORFOLK, VA 23513

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AS SHOWN

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UTILITY CONN PTS, PROJ LIMITS, FENCE

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U.S. COAST GUARD

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CIVIL ENGINEERING

AutoCAD SHX Text NEW WORK NOTES 5. CONSTRUCT NEW PIER. SEE RFP SPECIFICATIONS FOR STRUCTURAL AND UTILITY REQUIREMENTS. NO CONCEPTUAL UTILITIES TO PIER ARE SHOWN AND ROUTES SHALL BE DETERMINED BY THE CONTRACTOR.

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8. APPROXIMATE WATER CONNECTION POINT. 9. APPROXIMATE POWER CONNECTION POINT.

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C-117

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