W912HN19B5001_P9.pdf
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W912HN-19-B-5001 DRAWINGS P9
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| File | Type | Posted |
|---|---|---|
| BID_ABSTRACT_W912HN19B5001-.pdf | ||
| Attendance_Roster_Bid_Opening_W912HN19B5001.pdf | ||
| BID_ABSTRACT_W912HN19B5001.pdf | ||
| Amd_4_conformed.pdf | ||
| Amd_4.pdf | ||
| KITB_Survey_12Jan17.xyz.txt | TXT text file | |
| 19B5001.pdf | ||
| KITB-2018-SHEP-ws-chn.lnw | — | |
| 12a_design_11-13-18.txt | TXT text file | |
| 12A_15-29oct2018.xyz.txt | TXT text file | |
| Amd3.pdf | ||
| W912HN-19-B-5001_AMD2.pdf | ||
| W912HN19B5001_P1c.pdf | ||
| amd2.pdf | ||
| 19B5001.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P7.pdf | ||
| W912HN19B5001_P1a.pdf | ||
| W912HN19B5001_P1b.pdf | ||
| Site_Visit_5-23-19.pdf | ||
| 19B5001.pdf | ||
| amd1.pdf | ||
| W912HN19B5001_P4.pdf | ||
| W912HN19B5001_P3.pdf | ||
| W912HN19B5001_P1.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P5.pdf | ||
| W912HN19B5001_P6.pdf | ||
| W912HN19B5001_P7.pdf | ||
| W912HN19B5001_P8.pdf | ||
| W912HN19B5001_P3.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P4.pdf | ||
| 19B5001.pdf | ||
| W912HN19B5001_P1.pdf |
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ISLAND
HUTCHINSON
R A N
G E
F L
O O
DE
B B
R A N G E
Y-766000
Y-767000
Y-768000
X
X
X
X
X
X
Y-766000
Y-767000
Y-768000
X
X
X
X
Y-769000
X
M A
R S
H I S
L A
N D
AT
CH
LI
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ST
A
+5
M A T C H
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M I S S I
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ID
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C H
A N N E L
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A R E
D : 1
M A Y
RC114
R E
S O
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C E C
IV
IL
FOR INFORMATION ONLY
TOP OF SLOPE
INTERNATIONAL PAPER
COLONIAL TERMINALS
STA.
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AB
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SHEET ID
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:25
IP_PWP:dms22110\zxarc114.dgn
C A
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O z x a rc
.d g n
S A
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B
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C H
IA
L
W
IL
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IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
1000' STATION ON CL
250' STATION ON CL
BEACON OR RANGE MARKER
BUOY
DESIGN CHANNEL TOE
EXISTING CHANNEL TOE
CONTOUR LINE
LEGEND
MATCHLINE ENDPOINT
101 CHANNEL STATIONING (1000 FT)
D2 MAGNETIC ANOMALY
P
IP
E
AR
COORDINATES
X 824770.54
Y 767704.33
T A
N K
COORDINATES
COORDINATES
Y 766209.70
X 826829.92
Y 765691.03
COORDINATES
DREDGE PIPE
X 826296.53
+9
+3
+6
7+
+9
+1
OLD WOODEN BULKHEAD
CONC. SLAB
TOP 9' X 9'
PILE OF DIRT
WOODEN TIMBER
WOODEN TIMBER
PILE OF DIRT
1-WOODEN PILING
AND SMALL IRON PIPE
ALUM. MON. STAMPED
TRESTLE SC
N-767160.04
E-825257.27
15 WOOD PILES - 12" DIAM.
APPROX. 45' LONG EACH
( TO BE REMOVED )
8' WIDE
TIED BACK AT TOP W/ 2- 1" DIAM. ST'L RODS )
- TO BE REMOVED
( 5 - 12" SQ. PILES - 55' LONG - W/3" by 6" LAGGING &
2 - 12" TIMBERS BY 8' LONG
4 CY MISC. WOOD DEBRIS
7+
POWER POLE (~ 18' HIGH)
12" SQ. TIMBERS (10' & 5' LONG)
6" SQ. PILES (18)
DEMOLITION AREA 8
DEMOLITION AREA 7
DEMOLITION AREA 6
DEMOLITION AREA 5
DEMOLITION AREA 4
P
IP
E
OLD CAR WRECK (FRAME)
CABLE (300 LF)
WIRE ROPE (APPROX. 100LF)
Copyright © (16 May 2017) DigitalGlobe, Nextview License
N
SCALE: 1"=200'
GRAPHIC SCALE
400'0 200'
S I
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ISSUE FOR CONSTRUCTION
M A
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K6ENELAS
14-MAY-2019 07:22
IP_PWP:dms22110\zxarc114a.dgn
RC114A
C A
A
L O
C A
T
IO
N P
L A
N
N
GRAPHIC SCALE
2000'0 1000'
N770000E
2 - 30" LINES SPACED ABOUT 10 FT APART
SLNG HIGH PRESSURE GAS PIPELINES
E
E
E
E
E
N767500
N765000
N762500
N770000
N767500
N765000
N762500
E
E
E
E
E
E
DMCA 13A
DMCA 12A
DMCA 13B
BACK RIVER CHANNEL
S A
V A
N N
R
IV
O
R T
C
A N
N E
L
MARSH
WEIR 13A3
WEIR 13A4
WEIR 13A5
WEIR 13A6
OUT OF SERVICE
WEIR 13A1
OUT OF SERVICE
WEIR 13A2
FOR INFORMATION ONLY
APPROX. 48 FT MLLW
BACK DIKE ELEVATION IS
APPROX. 53 FT MLLW
FRONT DIKE ELEVATION IS
TO 54 FT MLLW IN FRONT
FROM 48 FT MLLW IN BACK
CROSS DIKE ELEVATION RANGES
TO 53 FT MLLW IN FRONT
FROM 48 FT MLLW IN BACK
CROSS DIKE ELEVATION RANGES
AND THE OTHER 12A TO 14B DMCAS
PERFORMING WORK IN DMCA 14A
AVAILABLE FOR OTHER CONTRACTORS
REMAIN UNOBSTRUCTED AND
OUTSIDE OF DMCA 13A ARE TO
AND LOWER ROAD ALONG THE
DMCA 12A-13A CROSS DIKE ROAD
DATE OF SURVEY: MARCH 2018
(912) 652-5062
SAVANNAH DISTRICT
NED E. DURDEN AND PARTY
CORPS OF ENGINEERS
SURVEY PERFORMED BY:5.
CONTOUR INTERVAL = 2 FEET.4.
SYSTEM, EAST ZONE NAD83.
GEORGIA STATE PLANE COORDINATE
ALL COORDINATES ARE BASED ON THE 3.
1983-2001 DATUM.
LOWER LOW WATER (MLLW), EPOCH
ALL ELEVATIONS ARE BASED ON MEAN 2.
CONTRACT COMPLETED IN MARCH 2018.
CONDITION UNDER A SEPARATE
DIKES WERE RAISED TO CURRENT 1.
NOTES:
BIRD ISLAND
EXISTING 8 ACRE
RC115
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13-MAY-2019 14:44
IP_PWP:dms22110\zxarc115.dgn
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13-MAY-2019 12:26
IP_PWP:dms22110\zxarc116.dgn
RC117
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13-MAY-2019 12:27
IP_PWP:dms22110\zxarc117.dgn
RC118
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13-MAY-2019 12:28
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M A
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13-MAY-2019 14:51
IP_PWP:dms22110\zxarc119.dgn
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Y k6enxjlh
13-MAY-2019 15:05
IP_PWP:dms22110\zxarc120.dgn
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M A
Y k6enxjlh
13-MAY-2019 15:10
IP_PWP:dms22110\zxarc121.dgn
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M A
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13-MAY-2019 15:37
IP_PWP:dms22110\zxarc122a.dgn
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M A
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13-MAY-2019 15:44
IP_PWP:dms22110\zxarc122b.dgn
| RC114 RESOURCE CIVIL MARSH ISLAND DEBRIS REMOVAL STA. 85+250 TO 89+500 |
| RC114A DMCA 13A LOCATION PLAN |
| RC115 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC116 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC117 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC118 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC119 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC120 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC121 RESOURCE CIVIL AFTER DREDGING DEEPENING 1994 SAVANNAH HARBOR |
| RC122A RESOURCE CIVIL - GATE VALVE DETAILS |
| RC122B RESOURCE CIVIL - GATE VALVE DETAILS |
File details come from the government source that posted it.