A.03.09 V08_23B0002_Plans.pdf
PDF 45 MB Posted
- Attached to
- MNA Levee Drainage Pump Upgrade Federal contract opportunity
- Solicitation number
- W912EF23B0002
About this file
This file relates to a federal solicitation for drainage pump upgrade services. The solicitation number is W912EF23B0002 and seeks proposals to upgrade pumps for the MNA Levee in Walla Walla, Washington under the U.S. Army Corps of Engineers Engineering District Walla Walla. Offerors should review the 45MB file titled A.03.09 V08_23B0002_Plans.pdf for full details on the required scope of work, which includes upgrading existing drainage pumps. The proposal response date and anticipated award date are not provided in this document.
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© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
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DESIGNATION: CP-21
NORTHING: 295459.427
EASTING: 2018139.866
ELEVATION: 354.447
DESIGNATION: CP-20
NORTHING: 295679.441
EASTING: 2018302.089
ELEVATION: 354.923
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1"=100'SCALE:
STAGING AREAS ARE WITHIN WORK AREA AND ALONG GRAVEL ROADS.1.
GENERAL SHEET NOTES
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BOLLARD
GATE SWING PATH
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GATE
WORK AREA AND STAGING AREA BOUNDARIES
LEGEND
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
EXISTING ITEMS TO REMAIN
EXISTING ITEMS TO DEMOLISH
DEMOLITION SHEET LINE STYLE LEGEND
UNIT OF MEASURE IS THE US SURVEY FOOT.3.
VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAD88).2.
PLANE.
DATUM 1983 (NAD83 2011). NORTH ARROWS REFERENCE NAD83 2011 STATE
HORIZONTAL DATUM IS WASHINGTON SOUTH ZONE, NORTH AMERICAN 1.
GENERAL CIVIL NOTES
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
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15-C
EP
PROPOSED
OVERFLOW
STAGING AREA
TO SERVE 15C
BOUNDARY
SURFACE
AND TERRAIN AT
LEVEE GEOMETRY
MATCH ADJACENT
VEGETATION.
RAMP, AND
REMOVE ACCESS
AND POSTS
REMOVE GATE
E=2018217.44
N=295593.81
E=2018230.23
N=295591.08
E=2018209.94
N=295610.92
E=2018240.32
N=295659.38
E=2018185.84
N=295714.85
E=2018221.84
N=295724.31
E=2018266.03
N=295696.77
E=2018274.61
N=295700.98
E=2018293.04
N=295687.11
SEE STRUCTURAL SHEETS
FLOATING DEBRIS BARRIER
DEMOLISH EXISTING
A1
PLAN: SITE 15C CIVIL DEMOLITION
1"=20'SCALE:
BOLD CONTOURS SHOWN REFLECT POST DEMOLITION SURFACE.2.
GRADING:
FOR GENERAL CIVIL NOTES AND STANDARD CIVIL DETAILS SEE VOLUME A.1.
GENERAL:
GENERAL SHEET NOTES
CD201
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REF
GRADE FINISHED SURFACE TO MATCH EXISTING ADJACENT SURFACES.2.
GRADING:
FOR GENERAL CIVIL NOTES AND STANDARD CIVIL DETAILS SEE VOLUME A.1.
GENERAL:
28'
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13.38'
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0°
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N O
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© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
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EP
N O
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SHEETS FOR
ELECTRICAL
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GATE, SEE
OPERATED SLIDE
ELECTRICALLY
DETAILS
SHEETS FOR
STRUCTURAL
DECK, SEE
AND DUMPSTER
ROADWAY SLAB
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N=295582.61
FENCE PANEL
OVERHANGING
DETAILS
SHEETS FOR
MECHANICAL
BOOM, SEE
FLOATING DEBRIS
SWING GATE
20' DOUBLE
SWING GATE
20' DOUBLE
SWING GATE
40' DOUBLE
E=2018133.50
N=295650.93
FENCE PANEL
OVERHANGING
LAYDOWN AREA
GENERATOR
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N=295720.78
E=2018213.54
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N=295597.72
E=2018213.75
N=295564.85
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N=295580.81
E=2018179.34
N=295564.37
SWING GATE
3' SINGLE
19 EACH
BOLLARD, TYP.,
LIMITS
WORK
CONTRACTOR
E=2018168.87
N=295644.22
CENTER @
ALIGNMENT
BOLLARD
R 31'
E=2018279.08
N=295708.17
E=2018251.66
N=295727.19
DETAILS
SHEETS FOR
SEE ELECTRICAL
SERVICE DROP,
ELECTRICAL
DETAILS
SHEETS FOR
MECHANICAL
ASSEMBLY, SEE
TRASH RACK
AUTOMATED
DUMPSTER
DEBRIS
ROLLING
A1
PLAN: PUMP STATION 15C
1"=20'SCALE:
MINIMUM TRAVEL LANE WIDTH OF 12 FEET.
ADJACENT TRAVEL LANE. ENSURE BOLLARD PLACEMENT MAINTAINS A
ACCORDANCE WITH THE STANDARD DETAIL FOR BOLLARD PLACEMENT WITH
POSITION THE BOLLARDS NEAR THE PUMP STATION AND INTAKE IN 4.
GENERAL CIVIL NOTES AND DETAILS CONTAINED IN VOLUME A.
UNLESS OTHERWISE DEFINED, PLACE BOLLARDS IN ACCORDANCE WITH THE 3.
BOLLARDS:
CONTRACTING OFFICER.
ACCESS MUST BE COORDINATED WITH AND APPROVED BY THE
DURING CONSTRUCTION. ACCESS RESTRICTIONS THAT WILL AFFECT PUBLIC
THE LEVEE 15C RECREATION TRAIL IS TO REMAIN OPEN TO THE PUBLIC 2.
PUBLIC ACCESS:
FOR GENERAL CIVIL NOTES AND STANDARD CIVIL DETAILS SEE VOLUME A.1.
GENERAL:
GENERAL SHEET NOTES
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O B
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:1
P
M
/6 /2
M N a
\M
N a
V
C -3
X X
X .d g n
5' 10'0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SHEETS FOR DETAILS
SEE MECHANICAL
ASSEMBLY
TRASHRACK
SHEETS FOR DETAILS
SEE STRUCTURAL
EXTENSION
INTAKE CONCRETE
SHEETS FOR DETAILS
SEE STRUCTURAL
CATWALK
SHEETS FOR DETAILS
SEE MECHANICAL
SLIDE GATE
BASE COURSE
GRADE
EXISTING
DUMPSTER
ROLLOUT
DETAILS
SHEETS FOR
STRUCTURAL
EL. 345.43, SEE
ROADWAY SLAB
EXISTING GRADE
PUMP HOUSE
SHEETS FOR DETAILS
SEE MECHANICAL
BARRIER
FLOATING DEBRIS
OF SURVEY - EL. 338.60
WATER SURFACE AT TIME
SHEETS FOR DETAILS
SEE STRUCTURAL
DUMPSTER DECK
A1
1"=5'SCALE:
SECTION: INTAKE
C-101
REF
FOR GENERAL CIVIL NOTES AND STANDARD CIVIL DETAILS SEE VOLUME A.1.
GENERAL:
/4
2'-4"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
S
IT
E D
E M
O L
IT
IO
N
P U
M P
S T
A T
IO
N
C
P L
A N
SD101
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/6 /2
M N a
\M
N a V
S
D X
X X
.d g n
A1
SCALE: 3/8"=1'-0"
DEMOLITION PLAN: PUMP STATION
NORTH
2' 0" 4' 0" 8' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
DEMO (EXISTING TOP TRASH GRATE
EXISTING PUMP HOUSE 15C
EXISTING INTAKE
EXISTING CULVERT
DEMO EXISTING GUARDRAIL
PAD DOWN TO TOP OF OPERATING FLOOR
DEMO 4" THICK MCC HOUSEKEEPING
DEBRIS BOOM
DEMO EXISTING
NOTE: PUMP HOUSE ROOF OMITTED FOR CLARITY.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
SD901
A11
SD901
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
D E
M O
L
IT
IO
N
P U
M P
S T
A T
IO
N
C
P H
O T
O S
SD901
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:3
P
M
/6 /2
M N a
\M
N a V
S
D X
X X
.d g n
(REF. RG006)
DEMO EXISTING TOP TRASH GRATE
A11
SCALE: NTS
DEMOLITION PHOTO
DEMO EXISTING GUARDRAIL
DOWN TO TOP OF OPERATING FLOOR
DEMO MCC HOUSEKEEPING PAD
A1
SCALE: NTS
DEMOLITION PHOTO
DEBRIS BOOM
DEMO EXISTING
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
SD101
REF
SD101
REF
O
/O
E
IN
T
A K
E
T Y
P
16'-4"
25'-0" O/O EXISTING INTAKE
2'-4"
/4
6" CLR
C
L R
T
Y P
1/2 " EJ
12'-0" (FIELD VERIFY)
8'-8"
18'-10"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
S T
R U
C T
U R
A L
P U
M P
S T
A T
IO
N
C
S
IT
E P
L A
N
S-101
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:5
P
M
/6 /2
M N a
\M
N a
V
S -1
X X
X .d g n
A1
SCALE: 3/8" = 1'-0"
PLAN: SLIDE GATE ACCESS PLATFORM LOCATION
H1
SCALE: 3/8" = 1'-0"
PLAN: INTAKE
2' 0" 4' 0" 8' 0"0
2' 0" 4' 0" 8' 0"0
NORTH
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EXISTING PUMP HOUSE 15C
EXISTING INTAKE
(REF. S-102)
DUMPSTER DECK
(REF. S-102)
ROADWAY SLAB
INTAKE WALL EXTENSIONS
(F
IE
L D
V E
R
IF
Y
(F
IE
L D
V E
R
IF
Y
(FIELD VERIFY)
(SEE NOTE 2)
(S E
E N
O T
E
(REF. VOLUME A S-501/J2 FOR DETAIL)
MCC HOUSEKEEPING PAD
(SEE NOTE 2)
MCC EQUIPMENT
D/S EDGE OF EXISTING INTAKEU/S EDGE OF EXISTING INTAKE
INTAKE WALL EXTENSIONS
EXISTING INTAKE
ROAD SLAB
EXISTING PUMP HOUSE 15C
ACCESS PLATFORM
SLIDE GATE
PLATFORM
CL OF FRP SLIDE GATE ACCESS
NOTE: DUMPSTER DECK OMITTED FOR CLARITY.
NOTE: PUMP HOUSE ROOF OMITTED FOR CLARITY.
HOUSEKEEPING PAD TO SUIT THE MCC EQUIPMENT.
CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF THE MCC 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
OPPOSITE
FLOW
FLOW
S-102
A1
S-511
H5
S-201
A1
S-201
20'-8"
8'-8" 11'-11"
1/2 " EJ TYPE 2 1/2 " EJ TYPE 1
1'-0"
H
A T
C H
O P
E N
IN
G
3'-0" HATCH OPENING
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
IN
T
A K
E D
E C
K A
N D
S L
A B
P U
M P
S T
A T
IO
N
C
P L
A N
S-102
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:0
P
M
/6 /2
M N a
\M
N a
V
S -1
X X
X .d g n
A1
SCALE: 3/4"=1'-0"
ENLARGED PLAN: INTAKE
1' 0" 2' 0" 4' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
HATCH (SEE NOTE 2)
ALUMINUM FLUSH MOUNT
RECESSED HANDLE
DECK
PRECAST DUMPSTER
ROADWAY SLAB
EXISTING PUMP HOUSE 15C
INTAKE WALL EXTENSION
INTAKE WALL EXTENSION
(DESIGN BY CONTRACTOR)
GUARD RAIL
(DESIGN BY CONTRACTOR)
GUARD RAIL
S-101
REF
SIMILAR
CONCRETE SHALL BE COATED WITH BITMINOUS COATING.
ALL COMPONENTS AND SURFACES OF THE ALUMINUM HATCH THAT CONTACT 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
S-301
G1
S-301
A10
S-501
A12
S-501
G12
30°
4'-1 3/8 "
L d r
(T Y
P
9" EMBED
Ls
8'-8 1/2 "
1/2 " CLR
1'-0"
L d h
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
IN
T
A K
E W
A L
L R
E
IN
F O
R C
E M
E N
T
P U
M P
S T
A T
IO
N
C
E L
E V
A T
IO
N
S-201
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/6 /2
M N a
\M
N a
V
S -2
X X
X .d g n
SCALE:
A1
SCALE: 3/4"=1'-0"
ELEVATION: INTAKE WALL
1' 0" 2' 0" 4' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
TOC EL 344.4'
REF. RG004
EXISTING INTAKE
DUMPSTER DECKROADWAY SLAB
EXTENSION
1'-0" THICK INTAKE WALL
(F
IE
L D
V E
R
IF
Y
(NS & FS)
#5 CONTINUOUS BARS
INVERT EL. 330.8'
(NS & FS)
#5@12" O.C. MAX
AMPLITUDE (TYP)
ROUGHEN TO 1/4"
CONTINUOUS #5 BARS
#5 BARS NS & FS TO MATCH
#5 CONTINUOUS BARS (NS & FS)
(NS & FS)
#5@12" O.C. MAX
(2) #4 BARS
(2) #4 TIES
1/4" AMPLITUDE
ROUGHEN TO
NORMAL HIGH WATER EL. 333.3'
NORMAL LOW WATER EL. 331.3'
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
S-101
NOTE: VERTICAL BARS SHALL BE LOCATED NEAREST TO THE OUTSIDE FACES OF THE WALLS.
1'-3" (TYP)1'-3" (TYP)
T Y
P
/4
T
Y P
/2
T
Y P
1 3/4 "
8 1/2 " 8 1/2 "
1 3/4 "
1'-0"
1'-0"
1/2 " CLR 1/2 " CLR
1/2 " CLR
1'-0"
1'-0"
C
L R
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
D U
M P
S T
E R
D E
C K
A N
D R
O A
D W
A Y
S L
A B
P U
M P
S T
A T
IO
N
C
P L
A N
A N
D S
E C
T
IO
N S
S-301
S O
L S
O N
J.
M
IL
L
IG
L -1
-5 -5
/6
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:3
P
M
/6 /2
M N a
\M
N a
V
S -3
X X
X .d g n
G1
SCALE: 3/4"=1'-0"
PLAN: DUMPSTER DECK REINFORCEMENT
A1
SCALE: 1"=1'-0"
SECTION: PRECAST DUMPSTER DECK LOOKING EAST
A10
SCALE: 1"=1'-0"
SECTION: ROADWAY SLAB
G11
SCALE: 1"=1'-0"
SECTION: PRECAST DUMPSTER DECK LOOKING SOUTH
NORTH
1' 0" 2' 0" 4' 0"0
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ROADWAY SLAB
PRECAST DUMPSTER DECK
(TOP & BOTTOM)
#4 BARS
(TOP & BOTTOM)
#4 BARS
(TOP & BOTTOM)
#4 BARS
(TOP & BOTTOM)
#4 BARS
(EACH WAY) (TYP UNO)
#4@12" O.C. MAX (TOP & BOTTOM)
(EACH WAY) (TYP UNO)
#4@12" O.C. MAX (TOP & BOTTOM)
LIFTING INSERT (TYP)
(REF. PLAN G1)
REINFORCEMENT
(2) #4 BARS (2) #4 BARS
#4 TIES (TYP)
PRECAST DUMPSTER DECK
EXTENSION (TYP)
INTAKE WALL
PRECAST DUMPSTER DECK
(REF. PLAN G1)
REINFORCEMENT
EXISTING INTAKE WALL
ROADWAY SLAB
#4 TIES (TYP)
(2) #4 BARS
(2) #4 BARS
(TOP & BOTTOM)
#4@12" O.C. (EACH WAY)
ROADWAY SLAB
HOUSE 15C
EXISTING PUMP
EXISTING INTAKE WALL
DUMPSTER DECK
BASE COURSE
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
S-102
REF
S-102
REF
NOTE: ALL BOTTOM BARS SHALL BE HOOKED AT EACH END.
G11
1/2 " CLR
1/2 "
1/2 " 1/4 " CLR
1/2 "
2" CLR
/4
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
E X
P A
N S
IO
N
J O
IN
T
S
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
S-501
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
/7
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/6 /2
M N a
\M
N a
V
S -5
X X
X .d g n
A12
SCALE: 3"=1'-0"
SECTION: EXPANSION JOINT 2
G12
SCALE: 3"=1'-0"
DETAIL: EXPANSION JOINT 1
3" 6" 1' 0"0
3" 6" 1' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EXISTING INTAKE WALL
DUMPSTER DECK
ROADWAY SLAB
SLIDING PLATE 1/4" x 8'-6" LONG
L3x3x3/8 (TYP)
JOINT FILLER
1/2" PREFORMED
OF THE ANGLE (TYP).
6" MAX FROM THE ENDS
LOCATE END STUDS
STUDS @ 12" O.C. MAX (TYP).
3/8" x 3" LONG WELDED
SLIDING PLATE.
1 1/8" FROM THE ENDS OF THE
TO MATCH. LOCATE END SCREWS
TAP L3x3x3/8 ANGLE 1/4" DEEP
@ 7 1/8" O.C. STAGGERED
1/4"-20 COUNTERSUNK SCREWS
RADIUS
TOOLED 1/4"
REINFORCING BARS
SLAB
SEALANT
ELASTOMERIC JOINT
ROD
JOINT FILLER
1/2" PREFORMED
SLAB
SLAB OR FOUNDATION
TOC
FILL OR NATURAL SOIL
S-102
REF
S-102
REF
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
1'-6"1'-6"
3'-0"
R E
F
/1
/1
C
L R
1/2 " CLR
GAGE
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
S L
ID
E
G A
T E
A C
C E
S S
P L
A T
F O
R M
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
S-511
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
/8
O
L S
O N
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:0
P
M
/6 /2
M N a
\M
N a V
S
-5 X
X X
.d g n
A13
SCALE: 3"=1'-0"
SECTION: TYPICAL PLATFORM BEAM CONNECTION
A5
SCALE: 3"=1'-0"
DETAIL: TYPICAL PLATFORM BEAM CONNECTION
F13
SCALE: 3/4"=1'-0"
SECTION: SLIDE GATE ACCESS FRAMING
H5
SCALE: 3/4"=1'-0"
PLAN: SLIDE GATE ACCESS FRAMING
NORTH
3" 6" 1' 0"0 3" 6" 1' 0"0
1' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
PLATFORM AND LADDER
CL OF ACCESS
FRP LADDER
WITH TOEBOARD
FRP GUARD RAIL
WITH TOEBOARD
FRP GUARD RAIL
EXTENSION
INTAKE WALL
EXTENSION
INTAKE WALL
FRP GRATING
FRP BEAM
FRP BEAM
CL BEAM
CL BEAM
CL CL CL
EXTENSION (TYP)
INTAKE WALL
EXISTING INTAKE WALL
EXISTING INTAKE WALL
FRP BEAM
WITH TOEBOARD
FRP GUARD RAIL
DUMPSTER DECK
FRP LADDER
HATCH
FRP GRATING
TOG EL. 339.3'
TOC EL. 344.8'
SEATED CONNECTION (TYP)
(SEE NOTE 3)
SLIDE GATE ACTUATOR
FRP GRATING
FRP BEAM
SEAT ANGLE
FRP OR STAINLESS
MECHANICAL ANCHOR
STAINLESS ADHESIVE OR
EXISTING INTAKE WALL
ON BEAM GAGE
STAINLESS BOLTS
FRP GRATING
STAINLESS OR FRP SEAT ANGLE
FRP BEAM
STAINLESS BOLTS
MECHANICAL ANCHOR (TYP)
STAINLESS ADHESIVE OR
S-101
REF
SLIDE GATE ACTUATOR.
CONTRACTOR SHALL ADJUST GUARD RAIL DESIGN TO ACCOMMODATE THE 3.
AND DETAILS.
ENGINEER OR STRUCTURAL ENGINEER TO DEVELOP THE REQUIRED DESIGN
PURPOSES. THE CONTRACTOR SHALL ENGAGE A LICENSED PROFESSIONAL
GUARD RAILS, AND LADDER ARE CONCEPTUAL IN DESIGN ONLY FOR BIDDING
THE GENERAL ARRANGEMENT SHOWN FOR THE FRP ACCESS PLATFORM, 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
A5
A13
F13
3'-0"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
P U
M P
D E
M O
L
IT
IO
N
P U
M P
S T
A T
IO
N
C
P L
A N
MD101
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:1
P
M
/6 /2
M N a
\M
N a V
M
D X
X X
.d g n
A6
SCALE: 3/4" = 1'-0"
DEMO PLAN: PUMP STATION 15-C
1' 0" 2' 0" 4' 0"0
NORTH
SHEET KEYNOTES
GENERAL NOTE 4.
ASSOCIATED PIPING, REMOVE AND DEMOLISH ANY GREASE PIPING. SEE
REMOVE AND DEMOLISH OIL LUBRICATION SYSTEM, INCLUDING ANY 2.
DISASSEMBLE AND REMOVE PUMPS, MOTORS AND ASSOCIATED PIPING. 1.
5. DIMENSIONS SHOWN ARE FOR REFEFERNCE ONLY.
FOR MAINTAINING PUMP OPERATIONS.
MAINTAIN LUBRICATION SYSTEM DURING CONSTRUCTION FOR TWO PUMPS 4.
DISASSEMBLY, AND FIELD VERIFY EXISTING MOUNTING LOCATIONS.
PROTECT THE MOUNTING BOLTS FROM FALLING INTO THE SUMP DURING 3.
CLOSELY MATCH ADJACENT WALL.
EQUIPMENT. CUT ANCHORS FLUSH WITH THE WALL AND PAINT. COLOR TO
REMOVE ANY MOUNTING HARDWARE ASSOCIATED WITH ANY REMOVED 2.
OF SERVICE. SEE SPECIFICATION FOR ADDITIONAL DETAILS.
PROVIDE ONSITE 24 HOUR PUMPING SYSTEM WHILE PUMP STATION IS OUT 1.
GENERAL NOTES
EXISTING ITEMS TO REMAIN
EXISTING ITEMS TO DEMOLISH
DEMOLITION SHEET LINE STYLE LEGEND
EL. 345.261
PUMP NO. 2
PUMP NO. 1
FLOAT WELL
HOLE COVER
PUMP NO. 3
ACCESS HATCH
EXISTING INTAKE STRUCTURE
EXISTING PUMP STATION
REMOVE EXISTING COUPLINGS
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
MD901
H15
MD901
A1
MD901
H9
MD301
A1
MD301
A8
PUMP NO. 1 PUMP NO. 2
AND HOLE COVER
PUMP NO. 3 LOCATION
COUPLING AND SCREEN
DEMOLISH EXSITING
EXISTING PUMP STATION
PUMP NO. 1
STRUCTURE
EXISTING INTAKE
EXISTING PUMP STATION
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
P U
M P
D E
M O
L
IT
IO
N
P U
M P
S T
A T
IO
N
C
S E
C T
IO
N
S
MD301
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/6 /2
M N a
\M
N a V
M
D X
X X
.d g n
A1
SCALE: 1/2" = 1'-0"
DEMO SECTION: PUMP STATION 15-C
A8
SCALE: 1/2" = 1'-0"
DEMO SECTION: PUMP STATION 15-C
1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0
DISCHARGE PIPING
EXISTING
CERTAIN MOTORS MAY BE RETAINED BY THE GOVERNMENT.
COORDINATE WITH THE COR FOR DISPOSITION OF EXISTING MOTORS. 4.
PUMPS. REPLACE HATCHES WHEN CONSTRUCTION IS COMPLETE.
REMOVE ROOF HATCHES ABOVE PUMPS AS REQUIRED TO REMOVE THE 3.
CONNECTING THE PUMPS TO THE EXISTING DISCHARGE PIPING.
DISASSEMBLE AND REPLACE THE FLEXIBLE HARNESS COUPLING 2.
CONTRACTOR.
STRUCTURES. REMOVE PUMPS OFFSITE FOR DISPOSAL BY THE
DISASSEMBLE ALL EXISTING PUMPS, BASES AND APPRUTENANT SUPPORT 1.
GENERAL SHEET NOTES
EL. 326.76
EL. 345.261
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EL. 326.76
EL. 345.26
MD101
REF
MD101
REF
DEMO
EXISTING
LEGEND
MD901
A7
MD901
A13
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
P U
M P
D E
M O
L
IT
IO
N
P U
M P
S T
A T
IO
N
C
P H
O T
O S
MD901
N B
A K
K E
C
C A
N
L -1
-3 -5
P
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/6 /2
M N a
\M
N a V
M
D X
X X
.d g n
PHOTO 1: TYPICAL PUMP ARRANGEMENT
SCALE: NOT TO SCALE
A13
PHOTO 3: PUMP LUBRICATION SYSTEM
A7
PHOTO 2: PUMP DISCHARGE CONNECTION
H9
PHOTO 5: PUMP WALL PENETRATION
H15
PHOTO 4: PUMP BASE CONNECTION
DISCHARGE PIPING.
RETAIN EXISTING
PROTECT FOR REUSE.
WALL PENETRATION.
MAINTAIN EXISTING
COUPLING.
DEMOLISH PUMP
EXISTING EMBEDDED PLATE
MOTORS, TYP OF 2
DEMOLISH PUMP
TYP OF 2.
DISCHARGE ELBOWS,
COLUMNS AND
DEMOLISH PUMP
FOR GOVERNMENT REUSE.
EQUIPMENT AND RETAIN
REMOVE ANY ANCILLARY
LINES
LUBRICATION
DEMOLISH
CONTROLS.
SYSTEM
LUBRICATION
DEMOLISH
RESERVIOR.
SYSTEM PUMP
LUBRICATION
DEMOLISH
BOLTS
ANCHOR
DEMOLISH
DEMOLISH SCREEN
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
U
M P
S T
A T
IO
N
C
S
IT
E P
L A
N
M-101
N B
A K
K E
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:0
P
M
/6 /2
M N a
\M
N a V
M
-1 X
X X
.d g n
A1
SCALE: 1/2"=1'-0"
SITE PLAN: MECHANICAL
1' 0" 2' 0" 4' 0"0
NORTH
BINDING OR EXCESSIVE NOISE.
ALIGN ALL EQUIPMENT TO ENSURE SMOOTH OPERATION FREE FROM 9.
INSTALLATION AND OPERATION OF ALL EQUIPMENT.
FABRICATION TOLERANCES SHALL BE AS REQUIRED FOR PROPER 8.
BREAK ALL CORNERS AND EDGES.7.
STEEL FASTENERS SHALL BE PROVIDED WITH ANTI-GALLING COMPOUND.
MATCH THE MATERIAL OF THEIR RESPECTIVE COMPONENTS. STAINLESS
PROPER INSTALLATION AND OPERATION OF EQUIPMENT. FASTENERS SHALL
PROVIDE ALL FASTENING AND MOUNTING HARDWARE AS REQUIRED FOR 6.
SYSTEMS SHOWN IN THE ELECTRICAL SHEETS.
ELECTRICAL SYSTEM. NEW EQUIPMENT SHALL BE COMPATIBLE WITH THE
MECHANICAL COMPONENTS SHALL BE COORDINATED WITH THE PROVIDED 5.
PROVIDED MECHANICAL COMPONENTS.
FIELD VERIFY ALL EXISTING COMPONENTS TO VERIFY SUITABILITY OF NEWLY 4.
COORDINATED WITH THE EXISTING AND PROVIDED STRUCTURAL SYSTEMS.
MECHANICAL COMPONENTS SHALL BE SELECTED SUCH THAT THEY ARE
SHOWN ON MECHANICAL SHEETS, ARE SHOWN FOR REFERENCE ONLY. NEW
GEOMETRY OF EXISTING COMPONENTS AND NEW STRUCTURAL FEATURES, 3.
BE SELECTED TO MATCH SHOWN DIMENSIONS AS CLOSELY AS POSSIBLE.
APPROXIMATE AND BASED ON CONCEPTUAL GEOMETRY. EQUIPMENT SHALL
DIMENSIONS, WHERE SHOWN, UNLESS OTHERWISE INDICATED ARE 2.
ACTUAL COMPONENT DETAILS MAY VARY.
COMPONENTS SHALL BE INSTALLED IN THE ARRANGEMENT SHOWN, THE
ORDER TO PROCURE THE REQUIRED COMPONENTS. PROVIDED
INSTALLATION ARRANGEMENT. THE CONTRACTOR SHALL USE THESE IN
MECHANICAL COMPONENTS SHOWN ARE CONCEPTUAL IN ORDER TO SHOW 1.
GENERAL MECHANICAL NOTES
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
ROLLING DUMPSTER
NEW 6 YARD
CHANNEL
EXISTING INTAKE
DEBRIS BOOM
NEW FLOATING
NEW TRASHRAKE
BELOW SLAB
NEW SLIDEGATE
MOTORS TYP OF 3
NEW PUMPS AND
EXISTING PUMP STATION
DISCHARGE PIPING
REUSE EXISTING
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M-560
A1
M-102
A6
M-301
A1
M-301
3'-0"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
P U
M P
S
P U
M P
S T
A T
IO
N
C
P L
A N
M-102
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:1
P
M
/6 /2
M N a
\M
N a V
M
-1 X
X X
.d g n
A6
SCALE: 3/4" = 1'-0"
PLAN: PUMP STATION 15C
1' 0" 2' 0" 4' 0"0
NORTH
A1
SCALE: 1" = 1'-0"
DETAIL: PUMP MOUNTING
6" 1' 0" 2' 0"0
2'- 3/4 "
/4
4'-1 1/2 "
/2
ELEVATIONS ON THE SHEET.
MINIMUM SUBMERGENCE DEPTH, AND PUMP CONTROL SET POINT
WITH AND WITHOUT SIPHON. ALSO INDICATE MOTOR OPERATING AMPERAGE,
POINT, BASED ON THE PROVIDED PRESSURE GAUGE, FOR THE PUMP BOTH
CURVE SHALL BE PRINTED ON AN ANSI D SIZE SHEET. MARK THE OPERATING
PLACE A LAMINATED PUMP CURVE ON THE WALL BEHIND THE PUMPS. THE 7.
SYSTEM.
NEW PUMPS SHALL BE COMPATIBLE WITH THE PROVIDED ELECTRICAL 6.
OPENING.
UNVERIFIED. VERIFY THAT THE NEW PUMP CAN PASS THROUGH THE
THE DIMENSIONS FOR THE EXISTING PUMP FLOOR OPENING ARE 5.
SHOWN DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.4.
ARRANGEMENT.
RECOMMENDATIONS AND AS REQUIRED TO MATCH THE EXISTING MOUNTING
PROVIDE MOUNTING HARDWARE IN ACCORDANCE WITH MANUFACTURER'S 3.
INSTALLED CONCRETE ANCHORS ARE NOT ACCEPTABLE.
IN ORDER TO FACILITATE A THROUGH BOLTING ARRANGEMENT. POST
EXISTING MOUNTING HOLES COMPLETELY PENETRATE THE CONCRETE SLAB
NEW PUMPS SHALL MATCH THE EXISTING MOUNTING ARRANGEMENT. THE 2.
AND ANGULAR MISALIGNMENT.
SHALL BE OF THE EXPANSION TYPE AND SHALL PROVIDE FOR LIMITED AXIAL
EXISTING DISCHARGE PIPING. FIELD VERIFY THIS DIMENSION. COUPLING
MAKE UP THE DISTANCE BETWEEN THE NEW PUMP ELBOW AND THE
PROVIDE A PIPE SPOOL ALONG WITH THE PUMP COUPLING AS REQUIRED TO 1.
GENERAL NOTES
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
EL. 345.261
PUMP NO. 3
PUMP NO. 2
PUMP NO. 1
FLOAT WELL
3 TYPICAL.
TRANSDUCER. SEE SPECIFICATIONS
ADD PRESSURE GAGE & PRESSURE
3 TYPICAL.
PIPE TO EXISTING.
TO ADAPT NEW DISCHARGE
NEW DRESSER COUPLING
RECOMMENDATIONS (TYP)
EXISTING PIPE PER MFGR''S
ADAPT NEW PUMP TO
EXISTING INTAKE STRUCTURE
EXISTING PUMP STATION
REUSE EXISTING DISCHARGE PIPING
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M-101
REF
DIMENSIONS ARE APPROXIMATE, FIELD VERIFY
NOTE: DETAIL SHOWS EMBEDED MOUNTING PLATE AND ANCHOR LOCATIONS
M-302
A8
M-302
A1
1'-2"
N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
IN
T
A K
E S
T R
U C
T U
R E
P U
M P
S T
A T
IO
N
C
S E
C T
IO
N
S
M-301
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:3
P
M
/6 /2
M N a
\M
N a V
M
-3 X
X X
.d g n
A7
SCALE: 1/2"=1'-0"
SECTION: INTAKE STRUCTURESECTION: SLIDE GATE
SCALE: 1/2"=1'-0"
SLAB ABOVE
WITH THE CONCRETE
DOES NOT CONFLICT
VERIFY MACHINERY
SEE SPECIFICATIONS
6 YRD ROLLING DUMPSTER
CHANNEL
EXISTING INTAKE
SEE STRUCTURAL SHEETS
NEW CHANNEL EXTENSION
SEE STRUCTURAL SHEES
NEW ACCESS PLATFORM
BOOM
DEBRIS
FLOATING
SEE STRUCTURAL SHEETS
NEW ACCESS PLATFORM
NEW SLIDE GATE
DUMPSTER
NEW 6 YRD
1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0
TYPE S.S. SLIDE GATE
NEW NON-RISING STEM
MACHINERY HANDWHEEL
JOG HANDRAIL AROUND
OPERATION OF THE GATE
HANDWHEEL TO ALLOW FREE
FRAME HANDRAIL AROUND
RECOMMENDATIONS.
ACCORDANCE WITH MFGR
CHANNEL WALLS AND FLOOR IN
ANCHOR SLIDE GATE TO
NORMAL WATER EL. 332.26
HIGH WATER EL. 333.26
LOW WATER EL. 331.26
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
THE STRUCTURAL DRAWINGS.
SYSTEM THAT IS COORDINATED WITH THE SUPPORT SYSTEM PRESENTED IN
SHALL PROVIDE A COMPLETE SLIDE GATE, TRASH RAKE, AND DEBRIS BOOM
THE GEOMETRY PRESENTED HERE IS CONCEPTUAL. THE CONTRACTOR 1.
GENERAL NOTES
INTAKE EL. 330.76
EL. 345.43
TOP OF SLAB
TRASH RAKE
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
M-101
REF
M-101
REF
M-520
E2
M-430
P R
O X
8"2'-4"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
P U
M P
S
P U
M P
S T
A T
IO
N
C
S E
C T
IO
N
S
M-302
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/6 /2
M N a
\M
N a V
M
-3 X
X X
.d g n
A1
SCALE: 1/2" = 1'-0"
SECTION: PUMP STATION 15-C
A8
SCALE: 1/2" = 1'-0"
SECTION: PUMP STATION 15-C
1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0
ELEVATIONS ON THE SHEET.
MINIMUM SUBMERGENCE DEPTH, AND PUMP CONTROL SET POINT
WITH AND WITHOUT SIPHON. ALSO INDICATE MOTOR OPERATING AMPERAGE,
POINT, BASED ON THE PROVIDED PRESSURE GAUGE, FOR THE PUMP BOTH
CURVE SHALL BE PRINTED ON AN ANSI D SIZE SHEET. MARK THE OPERATING
PLACE A LAMINATED PUMP CURVE ON THE WALL BEHIND THE PUMPS. THE 7.
SYSTEM.
NEW PUMPS SHALL BE COMPATIBLE WITH THE PROVIDED ELECTRICAL 6.
OPENING.
UNVERIFIED. VERIFY THAT THE NEW PUMP CAN PASS THROUGH THE
THE DIMENSIONS FOR THE EXISTING PUMP FLOOR OPENING ARE 5.
SHOWN DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.4.
ARRANGEMENT.
RECOMMENDATIONS AND AS REQUIRED TO MATCH THE EXISTING MOUNTING
PROVIDE MOUNTING HARDWARE IN ACCORDANCE WITH MANUFACTURER'S 3.
INSTALLED CONCRETE ANCHORS ARE NOT ACCEPTABLE.
IN ORDER TO FACILITATE A THROUGH BOLTING ARRANGEMENT. POST
EXISTING MOUNTING HOLES COMPLETELY PENETRATE THE CONCRETE SLAB
NEW PUMPS SHALL MATCH THE EXISTING MOUNTING ARRANGEMENT. THE 2.
AND ANGULAR MISALIGNMENT.
SHALL BE OF THE EXPANSION TYPE AND SHALL PROVIDE FOR LIMITED AXIAL
EXISTING DISCHARGE PIPING. FIELD VERIFY THIS DIMENSION. COUPLING
MAKE UP THE DISTANCE BETWEEN THE NEW PUMP ELBOW AND THE
PROVIDE A PIPE SPOOL ALONG WITH THE PUMP COUPLING AS REQUIRED TO 1.
GENERAL NOTES
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
EL. 326.76
EL. 345.26
PUMP NO. 1 PUMP NO. 2
PUMP NO. 3
EL. 328.09
STOP
START
STOP
START
STOP
START
EL. 328.09 EL. 328.09
EL. 332.26
EL. 331.26
EL. 331.76
EL. 332.76
EL. 333.26
EL. 332.01
EXISTING PUMP STATION
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EL. 326.76
EL. 345.26
PUMP NO. 3
HEADWALL.
CONTINUE TO OUTLET
DISCHARGE PIPING.
EXISTING 18" OD STEEL
EXISTING PUMP STATION
M-102
REF
M-102
6'-4 3/8 "
/1
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
T R
A S
H R
A K
E
P U
M P
S T
A T
IO
N
C
IN
S
T A
L L
A T
IO
N
P L
A N
M-430
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:5
P
M
/6 /2
M N a
\M
N a V
M
-4 X
X X
.d g n
1' 0" 2' 0" 4' 0"0 1' 0" 2' 0" 4' 0"0A13
SCALE: 1/2" = 1'-0"
PLAN: TRASH RAKE ASSEMBLY
NORTH
SIDE: TRASH RAKE ASSEMBLY
SCALE: 1/2" = 1'-0"
FRONT: TRASH RAKE ASSEMBLY
SCALE: 1/2" = 1'-0"
1' 0" 2' 0" 4' 0"0
SPECIFICATIONS.
EQUIPMENT SHOWN IS CONCEPTUAL. SEE ADDITIONAL REQUIREMENTS IN 1.
GENERAL NOTES
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
MAINTENANCE ACCESS.
OF TRASH RAKE FOR
ARRANGE ON RIGHT SIDE
BELT LOAD OF 3000 LBS.
AT 7' PER MINUTE UNDER A
MACHINERY TO DRIVE BELT
IS OUT OF SERVICE.
CONTINUE IF ANY CHAIN
THAT CLEANING WILL
CHAIN OPERATION SO
PROVIDE INDEPENDENT
INTO CONVEYOR.
CHUTE TO FUNNEL DEBRIS
PROVIDE TAPERED DEBRIS
CONVEYOR.
HANG OVER THE
THAT IT DOES NOT
EQUIPMENT SUCH
ARRANGE DRIVE
REQUIREMENTS,
AS REQUIRED FOR LOADING
PROVIDE SUPPORT FRAME
WEAR AND MAINTENANCE.
BEARINGS TO REDUCE
SELF-LUBRICATED
PROVIDE SEALED AND
UNDERSIDE OF TRASH RAKE.
PREVENT ACCESS TO THE
PROVIDE METAL GUARD TO
EXCEED 3000 LBS.
LIFTING FINGERS WHEN LOADS
TO ALLOW SELF-TRIPPING OF
ALIGNMENT TYP. BELT TENSION
TENSION ADJUSTMENT AND
PROVIDE TAKE-UP FOR BELT
STRUCTURAL FRAMING.
LOCATE TO SUIT
LOCATION IS APPROXIMATE,
UPPER MOUNTING BRACKET
M-301
REF
M-530
A15
A7
6'-6"
/8
5'-10 1/8 "
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
S L
ID
E
G A
T E
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
M-520
N B
A K
K E
C
C A
N
L -1
-3 -5
/9
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:1
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
DETAIL: BOTTOM SEAL
SCALE: 3" = 1'-0"
A15
SECTION: SIDE SEAL
A9
DETAIL: SLIDE GATE
SCALE: 3/4" = 1'-0"
A2
SECTION: SLIDE GATE
E9
ELEVATION: SLIDE GATE
E2
MOTOR ACTUATOR
GEAR OPERATOR WITH
DOUBLE INPUT BEVEL
MACHINERY
OPERATING
SLIDE GATE
SLIDE GATE LEAF
EL. 342.19
TOP OF GUIDE
EL. 328.44
GATE SILL
EL. 342.90
TOP OF FRAME
MIN. 1.5" DIAMETER
AS PER GATE MANUFACTURER,
GATE OPERATING THREAD,
NON-RISING STEM TYPE.
SLIDE GATE LEAF
COUPLING (TYP)
FLEXIBLE SHAFT
GEAR OPERATOR
SINGLE INPUT BEVEL
MIN 1" DIAMETER
ACTUATOR MANUFACTURER,
REQUIRED BY GATE AND
CONNECTING SHAFT AS
ELASTOMERIC SEAL
GUIDE FRAME
STAINLESS STEEL
FABRICATED SLIDE GATE
STAINLESS STEEL
RECOMMENDATIONS
GATE MANUFACTURER
STRUCTURE AS PER
ANCHOR TO INTAKE
GATE FRAME SILL
RECOMMENTATIONS
AS PER MANUFACTURER
ANCHOR SILL TO FLOOR
1" MIN THICKNESS
OF INTAKE FLOOR,
MATCH SLOPE
GROUT PAD TO
RECOMMENDATIONS
AS PER MANUFACTURER
ANCHOR GUIDE FRAME
1" THICK GROUT PAD
WITH HANDWHEEL
MOTOR ACTUATOR
CONCRETE SLAB
WITH THE UNDERSIDE OF THE
MACHINERY DOES NOT CONFLICT
VERIFY MAX HEIGHT OF
MIN. 1.5" DIAMETER
NON-RISING STEM TYPE GATE
AS PER MANUFACTURER FOR
THREADED OPERATING STEM
GATE OPEINING DISTANCE
ISOMETRIC: GATE MACHINERY
E15
3" 6" 1' 0"0 3" 6" 1' 0"0
1' 0" 2' 0" 4' 0"01' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0
HANDWHEEL
HANDWHEELS SHALL BE REMOVABLE AND PADLOCKABLE.1.
GENERAL NOTES
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CHANNEL WIDTH
G A
T E
T R
A V
E L
G A
T E
H E
IG
H
T
CLEAR OPENING
M-301
REF
UNSEATING - 2 FT
SEATING - 14.5 FT
SLIDE GATE DESIGN HEADS2.
F L
O W
A9
E9
A15
E15
A2
1.9 "
8"8"
1 1/2 "
5"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
T R
A S
H R
A K
E
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
M-530
N B
A K
K E
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
DETAIL: TRASH RAKE
SCALE: 6" = 1'-0"
A15
DETAIL: LOWER MOUNTING BRACKET
A9
PLAN: UPPER MOUNTING BRACKET
F3
1 1/2" 3" 6"0
ELEVATION: UPPER MOUNTING BRACKET
A3
3" 6" 1' 0"0
3" 6" 1' 0"0 3" 6" 1' 0"0
3"
OF LIFTING FINGER CHAINS
MAX SPACING OF 3" IN WAY
OF 1.9"
MINIMUM SPACING
3/8" THICK TYP.
2"4"4"4"2"
1'-4"
/2
/4
/4
1'-1"
/1
/2
/2
30°
THRU HOLE (TYP.)
5/8" DIAMETER
RECOMMENDATIONS
TO MATCH MANUFACTURER
UPPER MOUNTING BRACKET
/2
MATCH DRILL ANCHORS WITH PROVIDED MOUNTING PLATES.2.
SYSTEM.
COORDINATE MOUNTING ARRANGEMENT WITH STRUCTURAL SUPPORT 1.
GENERAL NOTES
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M-430
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
B R
IS
B
O O
M
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
M-560
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
A1
SCALE: 3/4"=1'-0"
PLAN: FLOATING DEBRIS BOOM
H1
SCALE: 1/2"=1'-0"
ELEVATION: FLOATING DEBRIS BOOM
A11
SCALE: 1"=1'-0"
PLAN: DEBRIS BOOM ASSEMBLY
2'- 5/16 "
/1
MIN EMBED 6", TYP
5/8" ADHESIVE ANCHORS
RECOMMENDATIONS, TYP
BOOM MANUFACTURER'S
PIN TO FRAME AS PER
FLOATING DEBRIS BOOM
UHMW PE, FOAM FILLED
END PLATE
STANDARD FLANGED
DEBRIS BOOM MFGR
END CONNECTION
STANDARD CLEVIS TYPE
DEBRIS BOOM MFGR
/4
DEBRIS BOOM FRAME
PIVOT PIN
MOUNTING BRACKET
INTAKE STRUCTURE
TO OUTSIDE FACE OF
ANCHOR ATTACHMENT BRACKET
FOR MODIFICATIONS
SEE STRUCTURAL SHEETS
MODIFIED INTAKE STRUCTURE,
1' 0" 2' 0" 4' 0"0
1' 0" 2' 0" 4' 0"0
6" 1' 0" 2' 0"0
DIA. 2'-0"
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
TYP WATER EL 332.26
HIGH WATER EL 333.26
LOW WATER EL 331.26
SUPPORT SYSTEM PRESENTED IN THE STRUCTURAL DRAWINGS.
SHALL PROVIDE A DEBRIS BOOM SYSTEM THAT IS COORDINATED WITH THE
THE GEOMETRY PRESENTED HERE IS CONCEPTUAL. THE CONTRACTOR 1.
GENERAL NOTES
M-101
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
M-561
L7
M-561
E1
M-561
L11
H1
A11
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
B R
IS
B
O O
M C
O M
P O
N E
N T
S
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
M-561
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:5
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
3"
6"
4"
1"
/1
/1
2 5/8 "
3 1/4 "
1 1/8 "
A7
SCALE: 3"=1'-0"
DETAIL: DEBRIS BOOM FRAME END
E7
SCALE: 3"=1'-0"
ELEVATION: DEBRIS BOOM FRAME
L17
SCALE: 6"=1'-0"
DETAIL: BUSHING
H17
ELEVATION: BUSHING
DETAIL: MOUNTING BRACKET
L11
ELEVATION: MOUNTING BRACKET
H11
L7
DETAIL: PIVOT PIN
H7
ELEVATION: PIVOT PIN
SECTION: PIVOT CONNECTION
ANCHORS, TYP.
5/8 ADHESIVE
REQUIRED FOR
DRILL HOLES AS
SCREW. TYP.
STAINLESS STEEL
HOLE FOR 1/2"
FN1 FIT WITH BRACKET
2 5/16" NOMINAL
RC5 FIT WITH PIN
1 3/4" NOMINAL
PLAN: DEBRIS BOOM FRAME
SCALE: 1"=1'-0"
E1
/8
MATERIAL
PLASTIC BUSHING
FIBER REINFORCED
SELF-LUBRICATING
FABRICATE FROM
PIVOT PIN
DEBRIS BOOM FRAME
MOUNTING BRACKET
1 1/2" HOLE
1/2" STAINLESS STEEL PLATE
6"
3/8" STAINLESS STEEL PLATE
1/8" CHAMFER
/1
/1
" 1 1/2" STAINLESS STEEL PIPE
STAINLESS STEEL PIPE
2 1/2" SCHEDULE 80
STEEL PLATE
1/4" STAINLESS
2"
3 1/2 "
6"
/4
FOR PLATE
NOTCH TUBE
THE PIVOT
CONCENTRICITY OF
FRAME TO VERIFY
OPPOSITE SIDE OF
LINE BORE TO
PLATE AND TUBE
1 3/4" HOLE THROUGH
1/2" - 13 THREAD
DRILL AND TAP FOR
/4
STEEL STRUCTURAL TUBING
3"x3"x1/4" STAINLESS
4'-11 1/2 "
3'-2"
6"
3"
/2
/4
STEEL PLATE
1/4" STAINLESS
1 1/2" 3" 6"0
1 1/2" 3" 6"0
1 1/2" 3" 6"0
1 1/2" 3" 6"0
1 1/2" 3" 6"0 1 1/2" 3" 6"0
1 1/2" 3" 6"0
3" 6" 1' 0"0
3" 6" 1' 0"0
6" 1' 0" 2' 0"0
/2
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
1/4
TYP
1/8
1/4
TYP
1/4
1/4
TYP
1/4
1/4
TYP
1/4
1/4
TYP
1/4
1/4
TYP
1/4
1/4
1/4
M-560
REF
M-560
REF
M-560
REF
VIEW ROTATED 180 DEGREES
E7
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.E
S
IP
H O
N B
R E
A K
E R
P U
M P
S T
A T
IO
N
C
D E
T A
IL
S
M-570
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
B A
L L
A S
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:0
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
A11
SCALE: NTS
ELEVATION: PUMP STATION PIPING
A1
SCALE: NTS
PLAN: SIPHON BREAKERS
G11
SCALE: NTS
ELEVATION: SIPHON BREAKER ASSEMBLY
NIPPLES
AND GALV.
2" GALV. TEE
VALVE
2" SOLENOID OPERATED
EXISTING PLATE COVER
1/8" CLEAR OPENING MESH
1/8" CLEAR OPENING MESH
2" THREDOLET
2" GLOBE VALVE
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
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NEW ITEMS
ELSEWHERE
OR ITEMS DETAILED
EXISTING ITEMS
LEGEND
A1
G11
S I
D
A P
R
IL
E N
O
E L
E C
T R
IC
A
L N
O T
E S
A N
D L
E G
E N
D
G E
N E
R
L
L -1
-6 -5
/2
VOLUME 8
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/6 /2
M N a
\M
N a
V
E -0
X X
X .d g n
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
V I
V A
N S
T E
D U
M P
.E
P U
M P
S T
A T
IO
N
C
E-001
P H
A R
P O
L E
S
S C
H E
IF
S
T A
D N
IK
POWER TRANSFORMER
MOTOR STARTER (POWER)
NORMALLY OPEN CONTACT (CONTROL)
NORMALLY CLOSED CONTACT
FUSE
MOLDED CASE CIRCUIT BREAKER
GROUND BUS CONNECTION
INDICATOR LIGHT, OR LIGHT
LINE BREAK (CONTINUED ELSEWHERE)
YG
WH
WM
WHM, M
VS
VM
V
UG
UV
UPS
UNK
TRP, TRF
TC
TB
T
SUB
ST
SSS
SG, SGP, SGF
RT
RMC
RM
REC
RC
R/S
PT
PS
PLC
PH
TRUE OR ON
FALSE OR OFF
TRANSFORMER WHY CENTER GROUND
WALL HEATER
WATT METER
WATT HOUR METER
VOLTMETER SWITCH
VOLTMETER
VOLTAGE
UNDER GROUND
UNDERVOLTAGE
UNINTERRUPTED POWER SUPPLY
UNKNOWN
TRASH RAKE, PANEL, FIELD
TRIP COIL
TERMINAL BLOCK
TRIP
SUBSTATION
SHUNT TRIP
SOLID STATE SOFT STARTER
SLIDE GATE, PANEL, FIELD
REMOTE TRIP
RIGID METAL CONDUIT
ROOM
RECEPTACLE
REMOTE CLOSE
RIVER SIDE
POTENTIAL TRANSFORMER
POWER SUPPLY
PROGRAMMABLE LOGIC CONTROLLER
PHASE
ELAPSE TIME METERETM
480 V RECEPTACLE / GENERATOR PLUG CONNECTIONS
ULTRASONIC TRANSDUCER
ULTRASONIC LEVEL CONTROLLER
SOLID STATE SOFT START
DM
51N
TS TEST SWITCH
CONTROL RELAY
AUTOMATIC SELECTIVE
OVERCURRENT RELAY
GROUND
UNDER VOLTAGE RELAY
MULTIFUNCTIONAL DIGITAL METER
GROUND
AF: AMP FRAME AT: AMP TRIP
LV POWER CIRCUIT BREAKER
CONTROL RELAY
TIME DELAY
CR
TD
SELOINOIDS
T1- DEDICATED T1 CIRCUITS
- TELEPHONE/PBX CIRCUITS, COMM CIRCUITS t
- LOCAL AREA NETWORK (LAN) CIRUCUITStn
- SPARE CONDUITs
- POWER CIRCUIT (LIGHTING) 120/240 OR 120/208 VACr
- POWER CIRCUIT, 480VACq
SERVICE CODE OR VOLTAGE CLASS2.
- NEUTRAL (i.e. GN1, TN1)N
- 120/240 (120/208)R
- 480VQ
TRANSFORMER AND VOLTAGE TRANSFORMERS.
BREAKERS, DISCONNECTING SWITCHES, CURRENT
FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED
CLASS AND LOCATION OF THE EQUIPMENT, THE
AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE1.
MODIFYING TERMS FOR TERMINAL EQUIPMENTB.
TO THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
CONDUIT NAMES ARE GENERALLY IDENTICALC.
CIRCUITS: I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
A TWO-PART NUMBER IS USED FOR MOST B.
VOLTAGE CLASS
OR
CIRCUIT NUMBER SERVICE CODE
END OF RUN START OF RUN
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
IDENTIFIED AS FOLLOWS:
ELECTRICAL CIRCUITS AND CONDUITS ARE 1.
CIRCUIT AND ROUTING IDENTIFICATION
SUA-q1-CQA3
DO01-LSQ1: O-01
LEGENDABBREVIATIONS CONTINUATIONABBREVIATIONS
POWER
POWER DISTRIBUTION
PANEL
OVERHEAD
NORMALLY OPEN, NUMBER
NORMALLY CLOSED
NORTH
MANUALLY OPERATED
MOTOR CUT-OUT
THOUSAND CIRCULAR MILS
MAGNETIC PICK-UP
LEVEL SWITCH LOW LOW
LEVEL SWITCH LOW
LEVEL SWITCH HIGH HIGH
LEVEL SWITCH HIGH
LIMIT SWITCH
LAND SIDE
LIGHT (FIXTURES)
LEVEL CONTRL, PANEL
KILOWATTS
KILO VOLT AMPS
ISOLATION TRANSFORMER
INTERMEDIATE METAL CONDUIT
HEATER
HORSEPOWER
HUMAN MACHINE INTERFACE
HOURMETER
HIGH COOLANT TEMPERATURE
HEIGHT
GROUND
GREEN
GROUND ELECTRODE CONDUCTOR
FULL VOLTAGE NON REVERSING
FULL VOLTAGE REVERSING
FIBER OPTIC CABLE
FEEDER
FLOAT SWITCH
ETHERNET CABLE
ELECTRONIC CONTROL PROCESSOR
ELECTRICALLY OPERATED BREAKER
ELEVATION
EMERGENCY DIESEL GENERATOR
EQUIPMENT GROUND CONDUCTOR
DISCRETE OUTPUT
TRANSFORMER DELTA WITH LEG CENTER GROUND
DISCRETE INPUT
DISCONNECT SWITCH
DIRECT CURRENT
DEPTH
COPPER
CONTROL TRANSFORMER
CONTACT SWITCH
CENTRAL PROCESSING UNIT
CONTRACTING OFFICER REPRESENTATIVE
CONVEYOR, PANEL, FIELD
CONTROL
COMMON, COMMUNICATION
CLOSE COIL
CLOSE
CIRCUIT BREAKER
BLACK
ANALOG OUTPUT
AUXILARY CONTACT NORMALLY CLOSED
AMERICAN WIRE GAUGE
AUXILARY
AMPERE TRIP
AMMETER SWITCH
AUTO ELEC OPERATOR FOR MOLDED CASE BKR
AMMETER
ANALOG INPUT
ALTERNATING CURRENT
AMPERE
AUXILARY CONTACT NORMALLY OPEN
PWR
PDB
PNL
OVHD
NO
NC
N
MO
MCO
MCM
MAG P/U
LSLL
LSL
LSHH
LSH
LS
L/S
LGT
LC, LCP
KW
KVA
ISO TRF
IMC
HTR
HP
HMI
HM
HCT
H
GND, GRD
GRN, G
GEC
FVNR
FVR
FO
FDR
FS
ET
EPC
EO
EL
EDG
ECG
DO
DG
DI
DCS
DC
D
CU
CT
CS
CPU
COR
CONV, COP, COF
CTRL
COM
CC
C
BKR
BLK, B
b
A0
AWG
AUX
AT
AS
AO
AM
AI
AC
A a
- DISCONNECTING SWITCH (ADD VOLTAGE LETTER)Z
- BREAKER (ADD VOLTAGE LETTER)X
- TRANSFORMER (LIGHTING)TR
- TRANSFORMER (POWER)T
- MOTOR CONTROL CABINETMC
2. APPARATUS
- 480V CONTROL CENTER (PROJECT)PCQ
- 480V CQ
LOAD CENTER1.
TERMINAL EQUIPMENTA.
(LSQ1,LSQ2) LOCATIONMODULE NO. (nn)
ANALOG (A)
(nn) CHANNNEL NO.DIGITAL (D)
OUTPUT (O)OUTPUT (O)
INPUT (I) INPUT (I)
PLC I/O NAMING CONVENTION
CONDUIT AND CABLE NAME
SERVICE WEATHER HEAD
POWER POLE
METER WHM WITH CT'S, ENCLOSEDM
DUPLEX RECEPTACLE 2P-3W-20A-125V GROUNGING TYPE
DUPLEX RECEPTACLE 2P-3W-20A-125V GFCI TYPE
PLC INPUT, OR COMMON
PLC ANALOG INPUT, OR COMMON
WITH DISCONNECT.
480V WALL CONNECTION, SPECIALTY RECEPTACLE
VOLTAGE PHASE RELAY (LOSS OF)VPR
VOLTAGE MONITOR RELAYVMR
TIME RELAY START (DELAY START)TRS
TIME RELAYTR
SELECTOR SWITCHSS
SOLID STATE STARTER (SOFT START)SSS
POWER SUPPLYPWS
LIGHT GREENLTG
LIGHT REDLTR
CONTROL RELAYCR
SOFT START CONTACTORC
BYPASS CONTACTORB
CIRCUIT BREAKERCB
INSTRUMENT TAG AND SIGNAL NOMENCLATURE (VOL A, E-601)
TR
TIMING RELAY, WITH CONTROL SIGINAL (S)
S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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PROJECT NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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A N
ED…
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