W912HN18B5007.PDF
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W912HN-18-B-5007 DRAWINGS
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| 18C5007_Bid_Opening_Sign_in_Sheet.pdf | ||
| B.01.02_18B5007_Abstract.pdf | ||
| 18B5007.PDF | ||
| amd3.pdf | ||
| 18B5007.PDF | ||
| amd2.pdf | ||
| 18B5007.PDF | ||
| amd1.pdf | ||
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| A.02.02_Synopsis_18B5007.docx | DOCX document |
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E K
ERC
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N E
R A
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O C
A T
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SAVANNAH
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GEORGIA PORTS AUTHORITY
EXPORTING FAC.
WOOD CHIP
TERMINAL CO.
EAST COAST
& POWER CO.
SAVANNAH ELECTRIC
CHATHAM-VALIANT STEEL
CHEVRON, U.S.A., INC.
MARCONA TERMINAL
SAVANNAH BAR PILOT STATION
U.S. COAST GUARD STATION-TYBEE ISLAND
FLOOD
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IG
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FEDERAL PROJECT
UPSTREAM LIMIT OF
DISPOSAL AREA
ARGYLE-HUTCHINSON ISLAND
GEORGIA PACIFIC CORP.
ATLANTIC WOOD INDUSTRIES, INC.
SAVANNAH FOOD & INDUSTRIES
(GARDEN CITY TERMINAL)
GEORGIA PORTS AUTHORITY
GPA COLD STORAGE FACILITY
PAN OCEAN SOUTHLAND INC.
AUTHORITY
GEORGIA PORTS
STRUCTURE
TIDE GATE
BLUE CIRCLE ATLANTIC
METROPLEX PROPERTIES, INC.
(LIQUIFIED NATURAL GAS)
SOUTHERN ENERGY CO.
BASIN
LNG TURNING
G.A.F. CORP.
COLONIAL OIL INDUSTRIES
GEORGIA KOALIN INTERNATIONAL
SERVICES
SAVANNAH MARINE
(OCEAN TERMINALS)
GEORGIA PORTS AUTHORITY
FIRESTONE RUBBER & LATEX CO.
INTERMARINE
SOUTHERN BULK INDUSTRIES
DISPOSAL AREA N
(ONSLOW NORTH)
O R
I
GEORGIA PORTS AUTHORITY (LASH TERMINAL)
BASIN
IS. TURNING
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NOTE:
1. MILE ZERO IS AT STATION 0 000 (VICINITY) FORT PULASKI MOUTH OF SAVANNAH RIVER.+
DUMP
SEA
DUMP
SEA
N- "D"
C- "A"
BL- "B"
C- "C"
N
TENN.
ALA.
N.C.
SOUTH
CAROLINA
FLORIDA
GEORGIA
COLUMBIACOLUMBIA
CHARLESTON
TALLAHASSEE
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BRUNSWICK
DARIEN
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VICINITY MAP
SCALE IN MILES
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20-M
15-M
5-M
5- M
SCALE: 1"=50 MILES
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PORT WENTWORTH TURNING BASIN
BASIN
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NATIONAL GYPSUM COMPANY
CITGO ASPHALT REFINING CO.
UNOCAL REFINIING
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WEYERHAUSER PULP & PAPER
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(NOT IN CONTRACT)
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WATER WELL
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HWY. NO. 170
DISPOSAL AREA 13A
SAVANNAH RIVER SHIPPING CHANNEL
DISPOSAL AREA DIKES
MAJOR HIGHWAY
ATLANTIC INTRACOASTAL WATERWAY
LEGEND
RAILROAD
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K6ENELAS
19-JUL-2018 12:42
IP_PWP:dms25906\zzhgi002.dgn
K6ENELAS
19-JUL-2018 12:42
IP_PWP:dms25906\zzhgi002.dgn
K6ENELAS
19-JUL-2018 12:42
IP_PWP:dms25906\zzhgi002.dgn
K6ENELAS
19-JUL-2018 12:42
IP_PWP:dms25906\zzhgi002.dgn
N
O N
A M
DAMAGE TO THESE STRUCTURES.
UNDERDRAINS, AND SETTLEMENT RISER TUBES.THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPAIR ANY
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE EXISTING STRUCTURES, WEIRS, LIMITS SHOWN ON THE DRAWINGS.
ESTIMATED AND MAY VARY SLIGHTLY FROM ACTUAL FIELD CONDITIONS. WITHIN THE
7. THE ACREAGE SHOWN ON THE PLANS FOR CLEARING AND GRUBBING AND MOWING ARE
REPLACEMENT OF ANY DAMAGED DRAINAGE STRUCTURES.
CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE MAINTENANCE OF HAUL ROADS OR THE
IN AS GOOD A CONDITION UPON COMPLETION OF HIS CONTRACT AS IT WAS PRIOR TO THE BEGINNING OF
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF HAUL ROADS AND WILL LEAVE THE ROAD
5. CONTRACTORS ARE RECOMMEDED TO VISIT THE PROJECT SITE BEFORE BIDDING.
4. ANY VEGITATION OVER 1" DIAMETER WILL BE CHIPPED.
EXISTING TOPOGRAPHY.
3. NO MOUNDING FROM DITICHING WILL BE ALLOWED. EXSITING MOUNDS WILL BE GRADED TO MATCH
2. ADDITIONAL DITICHING TO DRAIN THE DISPOSAL AREA MAY CAN BE UTILIZED.
1. ALL WATER WILL BE PUMPED OVER THE DIKES.THE WEIR GATE VALVES WILL REMAIN CLOSED AT ALL TIMES.
NOTES:
TIMBER = APPROX. 4 AC
MOWING = 215 AC
CLEARING AND GRUBBING = 461 AC
QUANTITIES:
1"
M
C A
A S
IT
E P
L
CS101
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K6ENELAS
19-JUL-2018 12:45
IP_PWP:dms25906\zzhcs101.dgn
C A
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WEIR 14A-1
CLEAR AND GRUB
MOW
TIMBER
0+00
5+00
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
160+00
165+00
170+00
20+00
10+00
15+00
GRAPHIC SCALE
Copyright © (05 May 2016) DigitalGlobe, Nextview License
N
800'0 400'
SCALE: 1"=400'
| GI001 COVERSHEET AND INDEX OF DRAWINGS |
| GI002 GENERAL LOCATION PLAN |
| CS101 DMCA 14A SITE PLAN |
File details come from the government source that posted it.