Drawing 22R0035 ED-22-026 PCPS Pump _1 Repairs Plans.pdf
PDF 21 MB Posted
- Solicitation number
- W912P822R0035
About this file
This synopsis describes a federal contract opportunity for flood control repairs. The U.S. Army Corps of Engineers seeks to award a firm fixed price contract between $1 million to $5 million for refurbishing Pump #1 at the Pointe Coupee Pump Station in Louisiana. Work will include adding anchor and stiffener plates, extending walkways, modifying guardrails, adding pump stabilizer arms, and replacing suction bell supports. The solicitation number is W912P822R0035 and will issue on April 15th as a request for proposals, with proposals due May 16th. The procurement is set aside for total small business and has a NAICS code of 811310. Interested vendors should monitor beta.SAM.gov for the solicitation package and any amendments.
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Digitally signed by
GAYHEART.MARK.ANDERSON.1103860098
Date: 2022.03.28 13:01:18 -05'00'
Digitally signed by
D'ARMOND.LAUREN.1551365669
Date: 2022.03.28 13:37:06 -05'00'
Digitally signed by
DUNN.CHRISTOPHER.
LESLIE.1244566185
Date: 2022.03.29 13:38:17 -05'00'
Digitally signed by
MURPHY.STEPHEN.FRANCIS.1060
824203 Date: 2022.04.06 20:22:38 -05'00'
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PURPOSES ONLY
*PROVIDED FOR INFORMATIONAL
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VICINITY MAP - STATE OF LOUISIANA
SCALE: N.T.S.
N
LOCATION MAP
PROJECT SITE
SCALE: 1" = 4000'
POINTE COUPEE PARISH
A T
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A L
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(POINTE COUPEE PARISH,
OF PROJECT
LOCATION
N
NO.
PLATE
TITLE
G-001 COVER SHEET
G-002
G-003
S-103
S-201
C-100
LOCATION AND VICINITY MAPS AND INDEX OF DRAWINGS
INDEX OF DRAWINGS
GENERAL NOTES AND ABBREVIATIONS
SITE PLAN AND STAGING AREA
M-101 ANCHOR PLATES PLAN, SECTIONS, AND DETAILS
M-102 GEARBOX SPOOL STIFFENING PLATES
M-103 STABILIZER ARMS PLAN AND DETAILS
S-101
S-102
GUARDRAIL ELEVATIONS, DETAILS, AND SECTIONS
UMBRELLA SUPPORTS PLAN, ELEVATION, AND DETAILS
REFERENCE DRAWINGS*
PUMP BAY ACCESS PLATFORM SECTIONS AND DETAILS
PUMP BAY ACCESS PLATFORM PLAN AND SECTIONS
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GENERAL NOTES: GENERAL CROSS-REFERENCING SYMBOLS
SECTION/DETAIL)
(CENTERED UNDER
ON SAME DRAWING
SECTION/DETAIL TITLE
SECTION/DETAIL)
(CENTERED UNDER
ON ANOTHER DRAWING
SECTION/DETAIL TITLE
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
DETAIL/SECTION
SCALE:
TOP FRONT SIDE
ELEVATION SECTION
A
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
99/999
STRUCTURAL STEEL NOTES:
3. ELEVATIONS ARE FEET ABOVE NGVD29.
CUSTOMARY UNITS.
2. ALL DIMENSIONS AND TOLERANCES ARE SHOWN IN U.S.
ACCURACY OF ALL DIMENSIONS.
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE
DRAWINGS SHALL INDICATE FIELD VERFIED DIMENSIONS. THE
FABRICATION. SHOP AND CONSTRUCTION
FABRICATION OR CONSTRUCTION AND SUBMIT TO COR PRIOR TO
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AFFECTING
DRAWINGS. PRIOR TO SHOP DRAWING SUBMITTAL THE
ON THESE PLANS HAVE BEEN OBTAINED FROM RECORD
1. THE EXISTING DETAILS, DIMENSIONS, AND ELEVATIONS SHOWN
ANCHOR ROD NOTES:
X#
X-###
WITH SPECIFICATION.
12. ANY PAINT DAMAGE SHALL BE REPAIRED IN ACCORDANCE
SHALL BE TREATED WITH A ZINC HOT STICK.
11. ALL FIELD WELDING AND FIELD DRILLED BOLT HOLES
UNLESS NOTED OTHERWISE.
GALVANIZED IN ACCORDANCE WITH ASTM A153 CLASS C.
10. BOLTS, NUTS, AND WASHERS SHALL BE HOT-DIPPED
OTHERWISE.
DIPPED GALVANIZED PER ASTM A123 UNLESS NOTED
9. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE HOT-
WITH BEARING BARS CONFORMING TO ASTM A1011.
8. GRATING SHALL BE 1 1/4"x3/16" SERRATED BAR GRATING
ASTM F436.
ASTM A563 GRADE DH. WASHERS SHALL CONFORM TO
UNLESS NOTED OTHERWISE. NUTS SHALL CONFORM TO
7. BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325, TYPE 1
6. ALL STEEL PIPE SHALL BE ASTM A53 GRADE B.
UNLESS NOTED OTHERWISE.
5. ALL ANGLES, CHANNELS, AND PLATE SHALL BE ASTM A36
WELDS.
DETAILED IN THE CONTRACT DRAWINGS SHALL BE COMPLETE JOINT PENETRATION
4. ALL BEAM TO BEAM AND MITERED JOINT CONNECTIONS NOT SPECIFICALLY
TENSILE STRENGTH OF 70 KSI.
BE LOW HYDROGEN AND HAVE A MINIMUM
3. WELDING ELECTRODES FOR STRUCTURAL CARBON STEEL SHALL
ACCORDANCE WITH AWS D1.1, LATEST REVISION.
2. ALL WELDING AND WELD PROCEDURES SHALL BE IN
CONSTRUCTION MANUAL, LATEST EDITION.
SHALL BE IN ACCORDANCE WITH THE AISC STEEL
1. ALL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION
EPOXY ADHESIVE.
FIELD DRILL HOLE AND CLEAN/PREPARE THE HOLE FOR
SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS AND PROCEDURES TO
PROVIDED IN SPECIFIATION SECTION 05 50 03.0012. CONTRACTOR
EQUAL MEETING ACI 355.4 AND THE MINIMUM BOND STRESS VALUES
HILTI HIT-HY-200 ADHESIVE ANCHORING SYSTEM OR APPROVED
6. POST-INSTALLED ANCHOR RODS SHALL BE INSTALLED USING
GALVANIZED IN ACCORDANCE WITH ASTM A153, CLASS C.
RODS, NUTS, AND WASHERS SHALL BE HOT-DIPPED
5. UNLESS OTHERWISE SPECIFIED, ALL ANCHOR
WITH NUT AND WASHER.
4. ANCHOR RODS SHALL CONSIST OF AN ALL THREADED ROD
OTHERWISE.
3. WASHERS SHALL CONFORM TO ASTM F436 UNLESS NOTED
GRADE A WITH UNC-2B THREADS UNLESS NOTED OTHERWISE.
2. NUTS SHALL BE HEAVY HEX CONFORMING TO ASTM A563,
WITH UNC-2A THREADS UNLESS NOTED OTHERWISE.
1. ANCHOR ROD MATERIAL SHALL BE ASTM F1554, GRADE 36
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NORTH
PLAN
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N
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C O
O N R
D
P U
M P S
T A T
IO
N
P O
IN
T C
O U P E E
A2
A3
A4
B1
B2
A
B
C
B3
B4
C1
C2
C3
C4
C5
C7
C8
C6
A
B
C
D
A1
STAGING AREAS
STAGING AREAS
EQUIPMENT
STAGING AREA A
PT. X Y
PT. X Y
EQUIPMENT STAGING AREA
STAGING AREA
STAGING AREA
(0.066 ACRES)
STAGING AREA
EQUIP.
A2
A3
A4
3153293.26 809967.86
3153335.38 810005.23
3153441.86 809962.30
3153383.06 809901.87
PT. X Y
B2
B3
B4
3153293.26 809967.86
3153335.38 810005.23
3153441.86 809962.30
3153383.06 809901.87
STAGING AREA B
B1
A1
PT. X Y
C2
C3
C4
3153482.39 809829.52
3153540.97 809835.43
3153561.40 809714.13
3153501.01 809669.15
STAGING AREA C
C1
C6
C7
C8
3153484.52 809691.29
3153487.39 809738.21
3153479.67 809835.43
3153500.77 809778.64
C5
A 3153367.24 809856.11
B 3153394.84 809877.64
809812.45C 3153445.70
D 3153418.10 809790.92
4SEC.12
T4S / R7E
SEC.11
T4A / R7E
1 3153176.06 809932.45
2 3153411.93 810083.74
809731.243 3153638.04
4 3153402.18 809579.94
PT. X Y
WORK AREA
(2.69 ACRES)
AREA
WORK
(0.173 ACRES)
(0.215 ACRES)
(0.071 ACRES)
AREA
STAGING
T.O.G. EL 32'-0"
SHT S-102)
(SEE DETAIL
C12 TO WALL
CONNECTION -
SKEWED
29'-11 1/4"
T.O.G. EL
29'-11 1/4"
T.O.G. EL
C10x15.3
C10x15.3
DETAIL SHT S-102)
TO WALL (SEE
CONNECTION - C8
SKEWED
7'-0"
"2
4'-2
2'-6"
"4
4'-3"4'-3"4'-3""2
4'-2
'-9
2'-1"2'-6""4
2'-2
GUARDRAIL
EXISTING
MODIFY
CONCRETE)
(EXISTING
PUMP BAY WALL
(EXISTING)
PUMP NO. 1
DWG NO 5-10")
DWG "USACE
REFERENCE
(EXISTING)(SEE
PLATFORM
ACCESS
(EXISTING)
T.O.G. EL 32'-0" (EXISTING)
C12x20.7
(EXISTING)
C15x33.9
S-201)
DETAIL SHT
(TYP) (SEE
GUARDRAIL
1" (TYP.)
W.P.
C10
C8
C10
EXISTING C15x33.9
C12
C10
W.P.
GRATING (TYP)
SERRATED
1 1/4"x3/16"
SUPPORT
L2x2x1/4 TREAD
TO GRATING
TOE PL 1/4 WELDED
PLATE NOSING (TYP.)
SERRATED BARS AND CHECKERED
GRATING STAIR TREAD WITH
TO MATCH TOP OF CHANNEL
STAIR TREAD NOSING LINE
4"
C8
(N.S. & F.S.)
L4x3x3/8
EXISTING C12
GRATING
SERRATED
1 1/4"x 3/16" "2
"16
1'-1"16
1'-1"16
1'-1"16
1'-1 +/- 2" +/- 2"
GRATING
SERRATED
1 1/4"X3/16" 2
MINIMUM EMBEDMENT = 6"
ANCHORING SYSTEM OR APPROVED EQUAL.
INSTALLED USING HILTI HIT-HY-200 ADHESIVE
36 GALVANIZED FULLY THREADED RODS
EXISTING C15 C10
SERRATED GRATING
1 1/4"x 3/16"
1'-3 1/8 "1'-3 1/8 "1'-0"3"
1 7/8 "1 7/8 "
1 7/8 "1 7/8 "
+/- 6"1'-4 7/8 "
/2
/2
BOLTS
BOLTS (TYP)
2'-6"
C10 (TYP)
"2
"2
4"
(TYP)
(N.S. & F.S.)
L4x3x3/8
GRATING
SERRATED
1 1/4"x 3/16"
BOLTS (TYP)
C12
4'-9"
(EXISTING)
WALL
CONCRETE
GRATING
SERRATED
1 1/4"x3/16"
S-101
H S
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FABRICATION AND CONSTRUCTION.
DIMENSIONS AND ELEVATIONS FOR FIT PRIOR TO
CONTRACTOR SHALL VERIFY ALL EXISTING
NOTE:
S E
C T
IO
N
S
P U
M P
B A
Y A
C C
E S
S P
L A
T F
O R
M P
L A
N A
N D
PROJECT
NORTH
SCALE: 3/8" = 1'-0"
C x .5
C x .5
C12x20.7
C x .5
L x x /8 (L
L V
C8x11.5
C x
.3
C x
.3
C8x11.5
A
PUMP BAY ACCESS PLATFORM PLAN
C x .5
L x x /8 (L
L V
C8x11.5
S T
A
IR
C10x15.3
G
G
O P
P
B
C
F
E
D
SPAN
SPAN
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IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S L
A
P O
IN
T
E C
O U
P E
E P
U M
P S
T A
T
IO
N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I
D
M
M C
G O
V E
R N
P
.E
S B
A S
S
D G
L Y
N N
R M
A L
T Z
A H
N H
-4 -4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L
O U
IS
IA
N A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
T.O.S. EL 29'-10"
T.O.G. EL 32'-0"
T.O. EXISTING STEEL &
S-102
SECTION
A
SCALE: 3/4"=1'-0"
S
P A
C E
S
/4
/4
3 SPACES @ 10" = 2'-6"
10'-8"
1'-0"
R
IS
E
RUN
3/16
3 SIDES TYP
C
SCALE: 1 1/2"=1'-0"
SECTION
T.O.G. EL 32'-0"
TOP OF EXISTING STEEL &
L6X4
F
SCALE: 1 1/2"=1'-0"
SECTION
T.O.G. EL 29'-11 1/4"
D
SCALE: 1 1/2"=1'-0"
SECTION
C /L
S T
A
IR
(T Y
P
EXISTING STEEL EL 32'-0"
T.O.G. AND TOP OF
3/16
3 SIDES TYP
C8
E
SCALE: 1 1/2"=1'-0"
SECTION
T.O.S. EL 29'-10"
C8
T.O.C. EL 32'-0"
T.O.S. EL 29'-10"
B
SCALE: 3/4"=1'-0"
SECTION
2 S-102
S-102
4"
C12
C8
GRATING
8"
"2
2"2
C8
PL 3/8
9"
C12
PL 3/8
PL 3/8
C12
PL 3/8
C12
PL 3/8
PL 3/8
PL 3/8
8"
"2
2 "2
C8
PL 3/8
C8
1 PL 3/8
"2
C8
3"
"2
"2
3"
"2
EMBEDMENT = 6".
APPROVED EQUAL. MINIMUM
ANCHORING SYSTEM OR
HIT-HY-200 ADHESIVE
RODS INSTALLED USING HILTI
GALVANIZED FULLY THREADED
ASTM F1554 GRADE 36
EMBEDMENT = 6".
APPROVED EQUAL. MINIMUM
ANCHORING SYSTEM OR
HIT-HY-200 ADHESIVE
RODS INSTALLED USING HILTI
GALVANIZED FULLY THREADED
ASTM F1554 GRADE 36
MINIMUM EMBEDMENT = 6"
APPROVED EQUAL.
ANCHORING SYSTEM OR
USING HILTI HIT-HY-200
36 ANCHOR RODS INSTALLED
GALVANIZED ASTM F1554 GRADE
"2
3" 3"
EXISTING C15
(N.S. & F.S.)
L4x3x3/8
C10
"2
GRATING
C10
4"
(EXISTING)
C15x33.9
(EXISTING)
PL1/2
L8x4x5/8
(EXISTING)
CONCRETE WALL
(EXISTING)
CONCRETE WALL
(EXISTING)
CONCRETE WALL
PL 3/8
GRATING
"2
"2
3"
C8
10"
L8x4x5/8
(EXISTING)
C15x33.9
(EXISTING)
PL1/2
2" 3" 3" 2"
4"4"
MINIMUM EMBEDMENT = 12".
SYSTEM OR APPROVED EQUAL.
200 ADHESIVE ANCHORING
INSTALLED USING HILTI HIT-HY-
RODS ON ANGLE GAGE
GALVANIZED FULLY THREADED
ASTM F1554 GRADE 36
FOR 3/4"-� BOLTS
(N.S. & F.S.)
L4x3x3/8
FOR 3/4"-� BOLTS
S-102
H S
-1 .d g n
FABRICATION AND CONSTRUCTION.
DIMENSIONS AND ELEVATIONS FOR FIT PRIOR TO
CONTRACTOR SHALL VERIFY ALL EXISTING
NOTE:
D E
T A
IL
S
P U
M P
B A
Y A
C C
E S
S P
L A
T F
O R
M S
E C
T
IO
N S
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F O
R C
O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
L A
P O
IN
T
E C
O U
P E
E P
U M
P S
T A
T
IO
N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I D
M
M C
G O
V E
R N
P
.E
S
B A
S S
D
G L Y
N N
R
M A
L T
Z A
H N
H -4
-4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L O
U
IS
IA
N
A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
3/16
3 SIDES TYP
SCALE: 1 1/2"=1'-0"
DETAIL
C /L
P L
C/L PL
H
SCALE: 1 1/2"=1'-0"
SECTION
1B4
S-101
C /L
P L
C/L PL
1 1/8
3/8
1/4
1 1/8
3/8
1/4
C /L
P L
C/L PL
C12 CONNECTION TO WALL
SCALE: 1 1/2"=1'-0"
J
SCALE: 1 1/2"=1'-0"
SECTION
PLAN
C8 CONNECTION TO WALL
SCALE: 1 1/2"=1'-0"
K
SCALE: 1 1/2"=1'-0"
SECTION
PLAN
T.O.S. EL 29'-10"
T.O.S. EL 31'-10 3/4" CONCRETE EL 32'-0"
TOP OF EXISTING
J
K
ELEVATION ELEVATION
SCALE: 1 1/2"=1'-0"
DETAIL3D5
S-101
3 SIDES TYP
3/16
L
SCALE: 1 1/2"=1'-0"
SECTION
1/4
1/4
CONCRETE EL 32'-0"
STEEL & EXISTING
TOP OF EXISTING
DETAIL
2B4
S-101 SCALE: 1 1/2"=1'-0"
1/4
1/4
H
G
SCALE: 1 1/2"=1'-0"
SECTION
STEEL EL 32'-0"
TOP OF EXISTING
S-101
D3
L
(TYP 3 PLCS)
DEMO EXISTING SUPPORT
(BELOW)
UMBRELLA SUPPORT
" 1
'-2
"2
10'-1"2
10'-1
"USACE DWG NO 5-14A")
(SEE REFERENCE DWG
UMBRELLA (EXISTING)
DEMO EXISTING SUPPORTS
(SEE DETAIL THIS SHEET)
(TYP 3 PLCS)
UMBRELLA SUPPORT
"USACE DWG NO 5-14A")
(SEE REFERENCE DWG
UMBRELLA (EXISTING)
(EXISTING CONCRETE)
PUMP BAY NO. 1
1'-2"
11"
"2
"4
"2
"4
10"
8"
"4
2"4
4"4
4"4
"16
HOLES 12" O.C.
7/16"x7/8" SLOTTED
3/8"x2-3/4" RETAINER BAR
FOR 3/8" BOLT
COUNTERSUNK
NUT AND LOCK WASHER 12" O.C.
COUNTERSUNK BOLT WITH
304 OR 315 STAINLESS STEEL
(EXISTING)
UMBRELLA
PUMP (EXISTING)
POINTS TO FACILITATE DRAINING
INSTALLATION AT INSPECTION PLATFORM CONNECTION
LEAVE 1/8" GAPS BETWEEN SEAL SECTIONS DURING
SIMILAR OR EQUAL TO HUNTINGTON NO. 2767;
H
S
-1 .d g n
S-103
U M
B R
E L
L A
S U
P P
O R
T S
P L
A N
E
L E
V A
T
IO
N A
N D
D E
T A
IL
S
FABRICATION AND CONSTRUCTION.
DIMENSIONS AND ELEVATIONS FOR FIT PRIOR TO
CONTRACTOR SHALL VERIFY ALL EXISTING
NOTE:
N
PROJECT
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R C
O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S L
A
P O
IN
T
E C
O U
P E
E P
U M
P S
T A
T
IO
N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I
D
M
M C
G O
V E
R N
P
.E
S B
A S
S
D G
L Y
N N
R M
A L
T Z
A H
N H
-4 -4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L
O U
IS
IA
N A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
TOP OF SUPPORT EL 15'-2 1/2"
SCALE: 3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
T.O.C. EL 10'-0"
UMBRELLA SUPPORTS - PLAN
UMBRELLA - ELEVATION
SCALE: 1" = 1'-0"
UMBRELLA SUPPORT
NUTS SHALL BE F594 AND WASHERS A240.
MINIMUM EMBEDMENT =10" (TYP. 13 PLACES).
SYSTEM OR APPROVED EQUAL.
USING HILTI HIT-HY-200 ADHESIVE ANCHORING
STAINLESS STEEL THREADED RODS INSTALLED
1/2
1/2
TYP
1/2
1/2
FIT STIFFENERS TO BEAR
UMBRELLA
MATCH EXISTING ON
OF BOLT HOLE TO
LOCATION AND SIZE
FIELD DETERMINE
SPECIFICATION
EPOXY PER
COLD TAR
GRADE 50)
(ASTM A572
PL 1 1/4
SPECIFICATION
EPOXY PER
COAL TAR
A572 GRADE 50)
PL 1 (ASTM
SPECIFICATION
EPOXY PER
COAL TAR
GRADE 50)
(ASTM A572
PL 1 1/4
65" R
66-7/16" R
L
UMBRELLA SEAL DETAIL
SCALE: 6" = 1'-0"
12'-0" (MAXIMUM)6'-0" (MAXIMUM) (MAXIMUM)
1'-0"
1'-6" 1'-0"
1'-0"
6"
6"
3" 5"
1"
"2
"2
3" "4
1"4
M
IN
IM
U
M
3"
"2
3"
"4
S
-2 .d g n
& RAILS (TYP)
1.9"�x0.145 POST
TYPE "1"
CONNECTION
KICK PLATE
C10
C10
EXISTING C15x33.9
C10
W.P.
W.P.
CONNECTION TYPE "B" (TYP)
GUARDRAIL POST
CONNECTION TYPE "2"
KICK PLATE
S-201
S E
C T
IO
N
S
G U
A R
D R
A
IL
E L
E V
A T
IO
N
S
D E
T A
IL
S
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F O
R C
O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S
L A
P O
IN
T
E C
O U
P E
E P
U M
P S
T A
T
IO
N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I D
M
M C
G O
V E
R N
P
.E
S
B A
S S
D
G L Y
N N
R
M A
L T
Z A
H N
H -4
-4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L O
U
IS
IA
N
A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
PLATE
KICK
F.B. 4x1/4
TOP OF GRATING
RAILS (TYP)
POST &
1.9"�x0.145
MEMBER
TOP OF STEEL
PLATE
KICK
F.B. 4x1/4
RAILS (TYP.)
POST &
1.9"�x0.145
RAILS (TYP.)
POST &
1.9"�x0.145
PLATE
KICK
F.B. 4x1/4
SINGLE PANEL DOUBLE PANEL WING
SCALE: 1"=1'-0"
GUARDRAIL - ELEVATION
TYPE "A" U.N.O.
CONNECTION
GUARDRAIL POST
TYPE "A" U.N.O.
CONNECTION
GUARDRAIL POST
TYPE "A" U.N.O.
CONNECTION
GUARDRAIL POST
SCALE: 1"=1'-0"
GUARDRAIL AT STAIR - ELEVATION
SCALE: 3"=1'-0"
TYPICAL POST SPACING DETAILS
POST
KICK PLATE
POST
KICK PLATE
POST
KICK PLATE
EDGE OF STEEL MEMBER
POST
KICK PLATE
KICK PLATE
KICK PLATE
PLAN EXTERIOR CORNER PLAN INTERIOR CORNER PLAN STRAIGHT RUN
1/8
1/8
3/16
3/16
1/8
1/8
3/16
3/16
TOP OF GRATING
KICK PLATEPOST
CHANNEL SHAPE
PL 3/8
KICK PLATE
POST
CHANNEL SHAPE
SCALE: 3"=1'-0"
GUARDRAIL POST CONNECTION
STEEL MEMBER
EDGE OF
TYPE "A" TYPE "B"
A
SECTION
ASTM A307 GRADE B BOLTS
A
PL 1/4
R 1 1/2"
PL 1/4
R 1 1/2"
3/16
C10 STRINGER
C10 STRINGER
C10 STRINGER
KICK PLATE
T.O.G.
3/16
B SCALE:
SECTION
TYPE "1" TYPE "2"
GRADE B BOLTS
GRADE B BOLTS
B B
1'-6"
4'-1"5'-2"4'-1"
13'-4"
"2
5 "2
5"2
3 "2
1'-6"
6" 6"
3" 3"
"2
1'-2"2
1'-2
"4 1 "
M
-1 .d g n
M-101
D E
T A
IL
S
A N
C H
O R
P L
A T
E S
P L
A N
S
E C
T
IO
N S
A
FIT PRIOR TO FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR
NOTE:
N
PROJECT
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R C
O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
R
IE
S L
A
P O
IN
T
E C
O U
P E
E P
U M
P S
T A
T
IO
N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I
D
M
M C
G O
V E
R N
P
.E
S B
A S
S
D G
L Y
N N
R M
A L
T Z
A H
N H
-4 -4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L
O U
IS
IA
N A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
DETAIL)
(TYP) (SEE
ANCHOR PLATE
(TYP 16 PLCS)
PLATE 1 1/2-6 UNC-2B
EXISTING MOUNTING
DRILL AND TAP
C/L ANCHOR PLATE
C/L ANCHOR PLATE
C /L
A N
C H
R
P
A T
E
C /L
A N
C H
A T
E
ANCHOR PLATES - PLAN
SCALE: 1" = 1'-0"
B
DWG NO 1100P2-4"
"AXEL JOHNSON CORP.
SEE REFERENCE DWG
PLATE (EXISTING)
MOUNTING
B
SPECIFICATION
PER
PAINT YELLOW
PL 3 (ASTM A36)
C/L
ANCHOR
PLATE
3 STD.
PIPE
C /L
C H
A T
E
ANCHOR PLATE DETAIL
SCALE: 1-1/2" = 1'
2-1/2" O.D. 1" DEEP
AND COUNTERBORE
THROUGH 13/16"
(3) HOLES DRILL
O.D. 1" DEEP
AND COUNTERBORE 3-3/4"
DRILL THROUGH 1-17/32"
(4) HOLES
A
PL 3
SPECIFICATION
PAINT YELLOW PER
PIPE 3 STD
3/16
A
SECTION
SCALE: = 1-1/2" = 1'
45 DEGREES
EDGES 3/4 INCH,
CHAMFER EXPOSED
(TYP)
R 1/ 4"
SCALE: 3" = 1'
DETAIL
3/16
3/16
3/16
PIPE 3 STD
CAP PL 3/8
(ASTM A36)
PAINT YELLOW PER
SPECIFICATION
R 1 1/2"
PL 3/8 (ASTM A36)
PAINT YELLOW PER
SPECIFICATION
ANCHOR PLATE
B
SECTION
SCALE: = 1-1/2" = 1'
HEAVY HEX NUT WITH WASHER.
EMBEDMENT SHALL BE 8". PROVIDE
APPROVED EQUAL. MININUM
ADHESIVE ANCHORING SYSTEM OR
INSTALLED USING HILTI HIT-HY-200
GRADE 36 FULLY THREADED ROD
WITH WASHER
TYPE 1 BOLTS
GRADE A325,
PLATE (EXISTING)
MOUNTING
(EXISTING)
CONCRETE
1'-9"
M
-1 .d g n
M-102
S P
O O
L P
IE
C
E
S T
IF
F
E N
IN
G
P L
A T
E S
FIT PRIOR TO FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR
NOTE:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
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IC
T U
.S
A R
M Y
C O
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S O
F E
N G
IN
E
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S
F O
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O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
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R A
N D
T R
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T A
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S L
A
P O
IN
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P E
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U M
P S
T A
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N
P U
M P
R
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A
IR
S
F
IL
E N
A M
E
F
IL
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U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I
D
M
M C
G O
V E
R N
P
.E
S B
A S
S
D G
L Y
N N
R M
A L
T Z
A H
N H
-4 -4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L
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IS
IA
N A
IS
S U
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F O
R C
O N
S T
R U
C T
IO
N
/2
/2
SCALE: 1 1/2" = 1'-0"
SPOOL PIECE - STIFFENING PLATES
1/2
1/2
TYP
CORP. DWG NO 100P2-54"
REFERENCE DWG "AXEL JOHNSON
GEARBOX SPOOL (EXISTING) SEE
(TYP)
PROJECT SPECIFICATION
FIT TO BEAR. PAINT PER
(ASTM A572 GRADE 50)
STIFFENER PL 3/4
PROJECT SPECIFICATION (TYP)
FIT TO BEAR. 2 PER HOLE. PAINT PER
STIFFENER PL 3/4 (ASTM A572 GRADE 50)
100P2-54"
JOHNSON CORP. DWG NO
SEE REFERENCE DWG "AXEL
GEARBOX SPOOL (EXISTING)
R /4
R
(T Y
1'-6"
"2
3 4"
2"
9"9"
2" 7" 7"
6"
5'-0"
"2
34"
6" "2
3"4
M
-1 .d g n
M-103
S T
A B
IL
IZ
E R
A R
M S
P L
A N
A N
D D
E T
A
IL
S
FABRICATION AND CONSTRUCTION
AND ELEVATIONS FOR FIT PRIOR TO
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
NOTE:
N
PROJECT
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
R E
V
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
F O
R C
O N
S T
R U
C T
IO
N
F L
O O
D C
O N
T R
O L
M
IS
S
IS
S
IP
P
I R
IV
E
R A
N D
T R
IB
U
T A
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S L
A
P O
IN
T
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P E
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U M
P S
T A
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N
P U
M P
R
E P
A
IR
S
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
W X
X X
P X
X X
C X
X X
X
W P
R
M A
R C
H
A N
S I
D
M
M C
G O
V E
R N
P
.E
S B
A S
S
D G
L Y
N N
R M
A L
T Z
A H
N H
-4 -4
P O
IN
T
E C
O U
P E
E P
A R
IS
H
L
O U
IS
IA
N A
IS
S U
E D
F O
R C
O N
S T
R U
C T
IO
N
/2
/2
STABILIZER ARMS - PLAN
SCALE: 1/2" = 1'-0"
JOHNSON CORP. DWG NO 1100P2-3"
SEE REFERENCE DWG "AXEL
SUCTION BELL FLANGE (EXISTING)
(EXISTING CONCRETE)
PUMP BAY NO. 1 WALL
(SEE DETAIL)
(TYP 3 PLCS)
STABILIZER ARM
DIFFUSER FLANGE (EXISTING)
PAD EYE
SCALE: 1 1/2" = 1'-0"
5/8
SPECIFICATION
EPOXY PER
COAL TAR
GRADE 50)
(ASTM A572
PL 1 1/2
-.002
+.000
BORE 3.186"
ROD
FULLY THREADED
GRADE B7
ASTM A193
SCALE: 1 1/2" = 1'-0"
WALL PLATE WITH BRACKET
5/8
TYP.
5/8
PL 1C/L
C/L
C /L
ELEVATION PLAN
(EXISTING)
CONCRETE WALL
PL 1
BOTH PLATES
RUBBER PAD
1'-6"x1'-6"x1 1/2"
SPECIFICATION
COAL TAR EPOXY PER
GRADE 50)
PL 1 (ASTM A572
SPECIFICATION
COAL TAR EPOXY PER
PL 1 (ASTM A572 GRADE 50)
F594 AND WASHERS A240.
EMBEDMENT = 12". NUTS SHALL BE
APPROVED EQUAL. MINIMUM
ADHESIVE ANCHORING SYSTEM
INSTALLED USING HILTI HIT-HY-200
STAINLESS STEEL THREADED
FULL PENFULL PEN
TUBE
SCALE: 1 1/2" = 1'-0"
5/8
PER SPECIFICAITON)
(COAL TAR EPOXY
5/8
DRILL AND TAP 3"- 8UNC
SPECIFICATION)
(COAL TAR EPOXY PER
(ASTM A572 GRADE 50)
-.002
+.000
BORE 3.186"
SPECIFICATION)
TAR EPOXY PER
GRADE 50) (COAL
(ASTM A572
PL 1 1/2
SPECIFICATION)
(COAL TAR EPOXY PER
(ASTM A572 GRADE 50)
SCALE: 1 1/2" = 1'-0"
FLANGE MOUNT PLATE
SPECIFICATION
TAR EPOXY PER
GRADE 50) COAL
(ASTM A572
PL 1
BOLT CIRCLE
FIELD DRILL TO MATCH FLANGE
R 41.5"
STABILIZER ARM
SCALE: 1 1/2" = 1'-0"
TUBE (SEE DETAIL)
DETAIL)
BRACKET (SEE
WALL PLATE WITH
(EXISTING)
CONCRETE WALL
(SEE DETAIL)
SUCTION BELL FLANGES)
(N.S. & F.S, TO DIFFUSER &
FLANGE MOUNT PLATE
DETAIL)
PAD EYE (SEE
(EXISTING)
DIFFUSER FLANGE
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