B.08.03 Solicitation Amendment.W912DQ22B10040003 CORRECTED DRAWINGS 20220304.pdf
PDF 4 MB Posted
- Solicitation number
- W912DQ22B1004
About this file
This solicitation package includes plans, specifications, and drawings for a federal construction contract. The US Army Corps of Engineers, Kansas City District, is seeking construction services for the Wilson Relief Well project located in Russell County, Kansas. The scope of work involves installing new relief wells and modifying existing wells at Wilson Dam, along with associated outfalls, drainage features, discharge piping, and earthmoving activities. One relief well will be abandoned. The contractor will furnish all necessary equipment, labor, materials and oversight to perform relief well installation and development, well lining, seepage control, and abandonment work in accordance with the specifications.
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GUTTER
CONCRETE
ELE
VATIO
N = 1
1.2
TOP S
TORM
CLE
ANOUT #
ELE
VATIO
N = 1
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TOP S
TORM
CLE
ANOUT #
ELE
VATIO
N = 1
3.2
TOP S
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CLE
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LIMESTONE POSTS
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ACCESS ROAD (ASPHALT)
ACCESS ROAD (ASPHALT)
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8"
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8"
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PZ 607
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PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
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PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
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RLW 8
RLW 12A
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RLW10
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RLW 13
P-58
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PZ-55-4
RW-12B
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RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
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RW-1B
KEY MAP
SHEET NOTES
N
SITE PLAN AREA "D" - EXISTING CONDITIONS
C F
O R
S Y
T H
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TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
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IM
S h e e ts
READY TO ADVERTISE
F E
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P-
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W
ACCESS ROAD (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (ASPHALT)
ACCESS ROAD (ASPHALT)
RW-1
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DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg10:28:45 AM 3/4/2022
...\civ\480831 Relief Well\6.1 Drawings\CAD_BIM\_Sheets\WI_RW_CD104.dgn
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C M
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PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
N
SITE PLAN AREA "D" - DEMOLITION
D E
M O
L
IT
IO
N
LEGEND
(REFER TO SHEET NOTE 4)
REMOVE RELIEF WELL RISER
C F
O R
S Y
T H
E
OF OUTFALL PIPING AND UPPER PORTION OF RISER.
REFERENCE SHEET CG503, DETAIL D7 FOR DEMOLITION4.
3.14 FOR RELIEF WELL ABANDONMENT PROCEDURES.
SPECIFICATION SECTION 33 26 00.00 23 PARAGRAPH
RELIEF WELL RW-1 SHALL BE ABANDONED. REFER TO3.
PACK MONITORING PIPES.
HAND-HELD METHODS TO AVOID DAMAGE TO THE FILTER
2. EXCAVATE AROUND EXISTING RELIEF WELLS BY USING
TO THE GOVERNMENT.
STANDARDS AND SPECIFICATIONS, AT NO COST
FULL REPLACEMENT BY THE CONTRACTOR PER USACE
INCLINOMETERS AND PIEZOMETERS) WILL RESULT IN
ANY DAMAGE TO EXISTING INSTRUMENTS (INCLUDING 1.
M A
R -2
R E
V
IS
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M E
N D
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N T
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MW
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W W
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W
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VATIO
N = 1
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TOP S
TORM
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ANOUT #
ELE
VATIO
N = 1
2.1
TOP S
TORM
CLE
ANOUT #
ELE
VATIO
N = 1
3.2
TOP S
TORM
CLE
ANOUT #
LIMESTONE POSTS
SEE SHEET NOTE 1
DRAIN PIPE
SANDSTONE
STONE PROTECTION
CONCRETE GUTTER
D E
S C
R
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T
IO
N
A
M A
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D A
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US Army Corps
U .S
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F W
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R e li e f
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A D
B
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S h e e ts
READY TO ADVERTISE
F E
B R
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P-
COCO
COCO
T
COCO
ACCESS ROAD (GRAVEL)
WINDOW DRAIN (GRAVEL)
ACCESS ROAD (ASPHALT)
ACCESS ROAD (ASPHALT)
RW-1
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IT
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A
D
A1 20' 40'0
N
SITE PLAN AREA "D"
C M
P
18"
PZ 607
PZ-605
PZ-59-1
PZ-57-2
PZ-55-3
PZ-53-2
PZ-53-1
PZ-51-1
P-4
PZ-12
PZ-61-1
T
T
PZ-608
PZ-609
RLW 12
RLW 11
RLW9A
RLW9
RLW 8A
RLW 7A
RLW 7
RLW 6A
RLW 6
RLW 5A
RLW 5
RLW 4A
RLW 3A
RLW 2A
RLW 1A
RLW 1
RLW 2
RLW 3
RLW 4
RLW 8
RLW 12A
RLW 11A
RLW10
RLW10A
1474.38 1474.35
RLW 13
P-58
PZ-51-2
PZ-55-4
RW-12B
RW-11B
RW-10B
RW-9B
RW-8B
RW-7B
RW-6B
RW-5B
RW-4B
RW-3B
RW-2B
RW-1B
KEY MAP
SHEET NOTES
KEY NOTES
DO NOT DISTURB SANDSTONE DRAIN PIPE.3.
DO NOT DISTURB COMMUNICATIONS LINE.2.
PER DETAIL A1, SHEET CG503.
INSTALLATION STABILIZE EXISTING WELLS
FOLLOWING COMPLETION OF RELIEF WELL1.
C F
O R
S Y
T H
E
(ABANDONED)
GOVERNMENT.
USACE STANDARDS AND SPECIFICATIONS, AT NO COST TO THE
WORK WILL RESULT IN FULL REPAIR BY THE CONTRACTOR PER
AT ALL TIMES. IMPACTS TO WINDOW DRAINS RESULTING FROM
DRAINS SURFACE TO REMAIN FREE OF CONSTRUCTION DEBRIS
DO NOT DISTURB EXISTING WINDOW DRAINS ON SITE. WINDOW 1.
R
E V
IS
E D P
E R A
M E
N D
M E
N T
M A
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MW
MW
MW
MW
W W
WI
WI
W
W W
WI
WI
W
W W
WI
.0
2" MIN.
GROUT BACKFILL
24" MINIMUM BOREHOLE
8" STAINLESS STEEL RISER PIPE
FILTER PACK AFTER GROUT SET.
MONITOR PIPES AND TOP OF SECONDARY
BE DRILLED OUT BETWEEN BOTTOM OF
NOTE: GROUT BELOW MONITOR PIPES TO
TOP OF PRIMARY FILTER PACK
16" MINIMUM DIAMETER BOREHOLE
A
C
D
E
H
I
PRIMARY FILTER PACK
4" MINIMUM THICKNESS
8" DIA, LENGTH VARIES
STAINLESS STEEL SCREEN,
(ZERO-SLOT SCREEN)
STAINLESS STEEL BLANK
ELEVATION (VARIES)
EXISTING GROUND
PACK UNDER BLANK
1.0' PRIMARY FILTER
USING ALL STAINLESS STEEL PRODUCTS.
ON STAINLESS STEEL FLANGE FIT TEE
WELD IN STAINLESS STEEL TEE OR BOLT
8" STAINLESS STEEL DISCHARGE PIPE
F
SEE E5/CG502
CHECK VALVE
ALUMINUM
F1/CG502
GASKET (RING) SEE
NEOPRENE RUBBER
G
G
G
G
MONITOR PIPE BRACKET SEE C5/CG502
W/ 1" CLEARANCE) SEE A5/CG502
(ATTACH NEXT TO STEEL RISER PIPE
PVC TUBE 3" NOM. DIA. SCH. 80
MONITOR PIPE BRACKET SEE C5/CG502
SEE A8/CG502
GALVANIZED COVER PLATE
1/2" DIA HOLE FOR PADLOCK
BOLT WITH NUT
3/8" x 2" GALVANIZED STEEL
STEEL ANGLE LOCK BRACKET
L 3"x2"x3/8" GALVANIZED
STEEL ANGLE LOCK BRACKET
L 3"x2"x3/8" GALVANIZED
13 13/16"13 13/16"
24" GALVANIZED CMP
BOLT WITH NUT
3/8" x 2" GALVANIZED STEEL
8" I.D. STAINLESS STEEL RISER
24" C.M.P. WELL COVER
WELL COVER
24" DIA GALVANIZED C.M.P.
WEEP HOLES
SEE A5/CG502
MONITORING PIPE
ALUMINUM CHECK VALVE SEE E5/CG502
SEE A5/CG502
MONITOR PIPE WITH CAPS
3" DIA SCH 80 P.V.C.
FINAL GRADE
(NYLON ROPE OR ALUMINUM CHAIN)
CHECK VALVE TETHER
WELD
9 1/2 " DIA
6 7/8" DIA
SS NUTS
SS BOLTS WITH
6 EQ. SPACED 3/8 "
3/8 " O ALUMINUM TUBING
/1
WELD
SEE A8/CG502
29 1/4" DIA x 3/8" GALVANIZED COVER PLATE
INSTALLATION
PEEN BOLT ENDS AFTER
13/32 " HOLES
6 EQUALLY SPACED
BOLT CIRCLE 4 1/2"
33/64 " HOLE CENTERED
13/32 " HOLES
6 EQUALLY SPACED
BOLT CIRCLE 4 1/2"
33/64 " HOLE CENTERED
13/32 " HOLES
6 EQUALLY SPACED
BOLT CIRCLE 4 1/2"
33/64 " HOLE CENTERED
0" TO 6" MAX.
TOR
SEE A5/CG502 OR A4/CG505
THREADED PVC CAP
TOP OF PVC PIPE W/
CONCRETE
3' BELOW FINAL GRADE
SECONDARY FILTER TO
GROUT FROM TOP OF
BELOW FINAL GRADE
CONCRETE TO 3'
24" DIA.
F
IL
T E
R P
A C
K S
E C
O N
D A
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SEE F1, DET 1/CG502
TOP ALUMINUM PLATE
SEE F1, DET 3/CG502
1/4 " NEOPRENE GASKET
SEE F1, DET 2/CG502
BOTTOM ALUMINUM PLATE
SEE F8/CG502 AND A7/CG505
RELIEF WELL COVER
D E
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X X
X x
STANDARD PIPE THREAD
8" RISER PIPE
THREADED CAP
3" NOMINAL SCH 80 P.V.C.
INSTALLED
3" NOMINAL SCH 80 P.V.C. PIPE
THREADED ROD
304 STAINLESS STEEL
" FLAT STOCK,8
" R \4
1TO BRACKET
" NUT 8
WELD
"2 x
E5 SCALE: NTS
ALUMINUM CHECK VALVE
A5 SCALE: NTS
FILTER PACK MONITOR PIPES
C5 SCALE: NTS
MONITOR PIPE BRACKET
" TYP8
R
A1 SCALE: NTS
TYPICAL PRESSURE RELIEF WELL
GROUND LEVATION
EXISTING
SEE C5/CG502
MONITOR PIPE BRACKET
R E
L
IE
F W
E L L D
E T
A
IL
S
SEE A1/CG501 FOR "A" THROUGH "I"
NOTE:
A8 SCALE: NTS
24" 29 /4
GALVANIZED COVER
PLATE AND ATTACHMENT DETAIL
NOTE: REFERENCE F8/CG502 FOR RELIEF WELL COVER INSTALLATION DETAIL
D8 SCALE: NTS
F8 SCALE: NTS
MONITORING PIPES & COVER
PLAN VIEW OF WELL FILTER PACK
RELIEF WELL COVER
CENTERED IN TOP PLATE
EYEBOLT AND NUT, 1" EYE
"2
STAINLESS STEEL
R"
R
7 1 /4"
TWO BRACKETS PER PIPE.
WELD BRACKET TO RISER USING AWS TYPE E308L STAINLESS STEEL ELECTRODES. 2.
MONITOR PIPE TO BRACKET.
304 STAINLESS STEEL MUFFLER CLAMPS AND NUTS OR ALL-THREAD ROD SHALL BE USED TO BOLT 1.
NOTE:
END OF THE MONITOR PIPES TO PREVENT GROUT MIGRATION INTO THE PIPES.
PLASTIC SLIP ON CAPS (OR OTHER APPROVED MEANS) SHALL BE PLACED ON THE LOWER
NOTE:
F1 SCALE: NTS
1/ 4 " ALUMINUM
1/ 4 " ALUMINUM
1/ 4 " NEOPRENE
9 /12" DIA.
TOP PLATE
DETAIL 1 -
6 7/8 " DIA.
BOTTOM PLATE
DETAIL 2 -
9 1/2 " DIA.
NEOPRENE GASKET
DETAIL 3 -
PLACE RISER OR MONITORING PIPES.
CONCRETE DOES NOT ADHERE TO THE IN
IN DIRECT CONTACT WITH CONCRETE SO
AND MONITORING PIPES WHERE THEY ARE
BREAKER AROUND RELIEF WELL RISER
1. PLACE TWO LAYERS OF TAR PAPER BOND
NOTE:
C F
O R
S Y
T H
E
CHECK VALVE PLATES AND GASKET
R
E V
IS
E D P
E R A
M E
N D
M E
N T
M A
R -2
| WI_RW_V-104 |
| WI_RW_CD104 |
| WI_RW_CS104 |
| WI_RW_CG502 |
File details come from the government source that posted it. Updated .