15182879CIVIL - G-002REV1.pdf

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Attached to
DESIGN-BUILD CHARLESTON PIER PAPA RECAPITALIZATION, USCG BASE CHARLESTON, CHARLESTON SC
Solicitation number
70Z04722RCHARLTN00
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N 34°36'58" W

12.91'

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N 34°36'58" W

17.47'

S 34°35'39" E

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S 17°54'07" W

22.93'

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S 86°30'52" E

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SOLICITATION NO.: CONTRACT NO.:

NOT TO SCALE

INDEX SHEET (FOR REFERENCE ONLY)

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FFE=6.62

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FFE=7.64

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FFE=7.29

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FFE=9.90

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FFE=8.99

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FENCE & GATE

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15" ABAN

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15" ABAN

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15" ABAN

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15" ABAN

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15" ABAN

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12" ABAN

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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

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DI TOP = 3.55 CANNOT SEE INVERTS

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DI TOP = 3.41 UNK PIPE OUT=0.26

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APPROX. DIRECTION

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SHEET C-101

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SHEET C-100

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SHEET C-106

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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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CONTROL PK NAIL W/ WASHER N:372434.81 E:2323190.24 ELEV: 6.96

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CONCRETE PIER ("NOVEMBER")

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CONCRETE PIER ("NOVEMBER")

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CONCRETE PIER ("NOVEMBER")

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BLDG 2 STORY CONC BLOCK

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ABANDONED

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ABANDONED

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AutoCAD SHX Text IE(NE)=1.60' 18" RCP IE(SE)=1.56' 18" RCP IE(SW)=1.56' 18" RCP IE(NW)=1.78' 24" RCP

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RIM=4.92'

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RIM=6.91'

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SMH S-13

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RIM=6.65'

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RIM=6.38'

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RIM=5.49'

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RIM=7.03'

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CO

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RIM=6.10'

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SMH S-1

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RIM=6.81'

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SMH S-3

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RIM=6.78'

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SMH S-2

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RIM=7.18'

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RIM=6.03'

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RIM=5.57'

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SSMH S-11

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RIM=5.23'

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RIM=5.66'

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SEE NOTE 3 AT BOTTOM LEFT HAND CORNER.

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RIM=6.02'

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RIM=6.47'

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MH LID STUCK NO DATA OBTAINED

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IE(SE)=1.56'

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ABANDONED

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RIM=6.03'

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IE(NE)=(-1.60) 20" CMP IE(SE)=(-1.60) 20" CMP IE(SW)=(-3.54) 20" PIPE

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IE(N)=(-1.60) IE(S)=(-3.54)

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IE(NW)=(-0.95') 20" PIPE IE(SE)=(-0.93') 20" PIPE IE(SW)=3.17', PIPE IS PLUGGED

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IE(NE)=3.93' DROP IE(SE)=(-0.67') IE(S)=(-2.35') IE(W)=(-.073')

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IE(N)=1.61, OVF IE(E)=1.77' OVF PIPE BB=(-2.25') STANDING WATER

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IE(NE)=(-2.23') IE(S)=(-2.00')

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RIM=6.48'

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IE(NW)=(-0.76') 20" PIPE IE(SE)=(-0.90) 8" DIP IE(SE)=(-0.84') 20" PIPE

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IE(W)=(-4.28) 18" PIPE IE(E)=(-4.46) 18" PIPE

AutoCAD SHX Text IE(NW)=(-3.10') 10" PIPE IE(NE)=(-3.88') 18" PIPE IE(SE)=(-3.84') 18" PIPE IE(SW)=(-2.38') 10" PIPE

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IE(W)=(-0.97') 8" PVC IE(SW)=(-3.37') 6" DIP IE(S)=(-0.97')

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IE(N)=2.06' 18" RCP IE(E)=2.04' IE(S)=4.34' 18" RCP

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IE(NW)=1.73' 24" RCP IE(E)=1.75' 24" RCP

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IE(N)=1.47' 18" RCP IE(E)=1.45' 18" RCP

AutoCAD SHX Text IE(NE)=3.17' 18" RCP IE(SE)=2.95' 24" RCP IE(SW)=(-1.01) 18" RCP IE(NW)=3.53 15" RCP

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

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RIM=7.23'

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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

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SHEET C-102 SHEET C-110 SHEET C-118

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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-105 SHEET C-113 SHEET C-121

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

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

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

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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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GENERAL

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INDEX SHEET

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BASE CHARLESTON

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G-002REV1

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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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PROJECT LIMITS

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U.S. COAST GUARD

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CIVIL ENGINEERING

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Sheets and Views
G-002

File details come from the government source that posted it. Updated .