B.08 W912PL21B0009_Solicitation_Plans.pdf
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- Solicitation number
- W912PL21B0009
About this file
This solicitation seeks proposals for a construction contract to repair and upgrade an existing wastewater treatment plant at Fort Huachuca, Arizona. The project consists of ten modifications including installing a new rotary screen, EQ tank modifications, pressate return pipe, IMLR pumps, supplemental aeration, RAS/WAS pump station, mixers, converting digesters to sludge holding tanks, and pumping sludge to a biosolids facility. Proposals are due via the System for Award Management website. The contract will be a firm fixed-price awarded to the best value offer based on sealed bids. The work must be completed while the plant remains operational in accordance with Arizona environmental regulations. The 100% small business set-aside contract is estimated between $5-10 million under NAICS 237110. Interested parties must register with SAM to access the solicitation documents.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04 OF 1419 BID ABSTRACT.pdf | ||
| W912PL21B0009 SITE VISIT.pdf | ||
| B.08 W912PL21B0009_Solicitation_Specifications.pdf |
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Text version
WWTP UPGRADE DESIGN
CONTRACT NO.: W91278-17-D-0020
DELIVERY ORDER NO.: W9127820F0145
US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
FT. HUACHUCA, ARIZONA
MAY 2021
(REVISION 2)
SCALE 1" = 1500' - 0"
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F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
A P
R I L
R J T
R
H
B C
H
T B
9 55
G R
A D
I N
G
A
Y
R
D
P I P
I N
G
P
L A
N
N
C211
C211
N
SAN
SAN
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
SAN
SAN
SAN
SAN
WAS
WAS
S A
N
S A
N
S A
N
S A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S A
N
S A
N
S A
N
S A
N
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S A
N S
A N
S A
N S
A N
W
A
S
W A
S
W A
S
W A
S
W A
S
W A
S
WAS
WAS
WAS
WAS
WAS
WAS
WAS
W A
S W
A S
W A
S
P W
P W
P W
P W
P W
PW
PW
PW
PW
P W
P W
P W
NG
NG
NG
NG
N G
N G
D
F
S
S
F
S
F
W
A
S
D F
S D
F S
D F
S D
F S
D F
S D
F S
D F
S
R
D
F
S
D
F
S
D F
S
S
A
N
S
A
N
S
A
N
O
D
I
O
D
I
O
D
I
O
D
I
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
O
D
I
O
D
I
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
O
D
I
O
D
I
O
D
I
O
D
I
O
D
I
O
D
I
S
A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
W
A
S
W
A
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S
A
N
S
A
N
S
A
N
W
A
S
W
A
S
W
A
S
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
N
G
D F
S
D F
S
D F
S
D F
S
D F
S
D F
S
D F
S
D F
S
D F
S
D F
S
O
D
I
O
D
I
S
F
O
D
I
O
D
I
O
D
I
O
D
I
D
F
S
D
F
S
D
F
S
D
F
S
S
A
N
S
A
N
R
N
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C201
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
Y A
P
I N
G
E
N L
A R
G E
D
P L
A N
S
C210
C201
SCALE 1/8" = 1' - 0"
SLUDGE PIPING ENLARGED PLAN
C201
SCALE 1/8" = 1' - 0"
PRESSATE RETURN PIPING ENLARGED PLAN
0 8'4' 16'
0 8'4' 16'
M700
C210
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C210
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
11 55
P R
E S
S A
M
P
S T
A T
I O
N
P
I P
I N
G
C210
NTS
DETAIL - PRESSATE PUMP STATION PIPING
C210
NTS
PRESSATE PUMP STATION ENLARGED PLAN
C210
N
C210
NTS
FLOW METER ON SLUDGE LINE TO PRESS
9 8 10
C211
NTS
IMLR PUMP PAD SECTION
C211
NTS
IMLR PUMP WALL PENETRATION ELEVATION
C211
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C211
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
12 55
O X
I D
A T
I O
N
D
I T
T
A I L
S
1 2 3
C211
NTS
IMLR PUMP PAD ENLARGED PLAN
C211
C211
N
C211
NTS
GRAVEL ROAD SECTION
D
SECTION "A-A"
PIPE MAIN CROSSING HIGHWAY
ELEVATION
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C300
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
13 55
Y A
P
I N
G
D
E T
A I L
S
I
C300
NTS
DETAIL- SINGLE FORCE MAIN PVC PIPE TRENCH
C300
NTS
DETAIL- BOLLARD
C300
NTS
DETAIL - CONCRETE SIDEWALK
HORIZONTAL BEND
DEAD END
TEE
VALVE
C300
NTS
DETAIL- MECHANICAL RESTRAINT
C300
NTS
DETAIL - CASING PIPE
C300
NTS
DETAIL- DI PIPE RESTRAINT JOINT SCHEDULE
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C301
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
14 55
Y A
P
I N
G
D
E T
A I L
S
I I
C301
NTS
DETAIL- POST HYDRANT
C301
NTS
DETAIL- FLOOR PENETRATION
C301
NTS
DETAIL- THROUGH WALL PIPE PENETRATION
C301
NTS
DETAIL- UTILITY CROSSING
C301
NTS
DETAIL- SILT FENCE
C301
DETAIL- DETAIL EROSION MAT
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
C400
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
15 55
B O
R I N
G
L
G
P
O R
T S
SOURCE: WESTERN TECHNOLOGIES INC. GEOTECHNICAL EVALUATION REPORT DATED OCTOBER 8, 2020
AND ADDENDUM NO. 1 DATED OCTOBER14, 2020
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M001
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
16 55
M E
C H
A N
I C
G
E N
D
S Y
M B
O
NPNP
P
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NPNPNPNP
N P
N P
N P
NP NP NP NP NP
N P
SCALE 3/16" = 1' - 0"
HEADWORKS PLAN
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M100
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
17 55
H E
A D
W O
R K
S
P
L A
N
A
N D
S E
C T
I O
N
M100
M100
M101
M101
M101
M100
SCALE 3/16" = 1' - 0"
SECTION
N
NP NP NP NP NP
P
N P
N P
N P
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M101
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
18 55
H E
A D
W O
R K
S
E
N L
A R
G E
D
P L
C
T I O
N
M101
SCALE 3/4" = 1' - 0"
ENLARGED PLAN OF NEW ROTARY SCREEN
M101
SCALE 3/4" = 1' - 0"
ENLARGED SECTION OF NEW ROTARY SCREEN
M101
SCALE 1" = 1' - 0"
SECTION OF PRESSATE RETURN PIPE ENTRY HEADWORKS
c p b p u l l b o x b c r1 b c r1 b c r1 b c r1
M200
M200
M200
NTS
FLOAT MOORING DETAIL (TYP)
M200
NTS
SHORE MAINTAINENCE MOORING DETAIL (TYP)
SCALE 1" = 30' - 0"
EQ TANK PLAN
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M200
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
19 55
Q
N
K
P
L A
N
A
N D
D E
T A
I L
S
M201
9 7
6 7
M201
EQ TANK EQUIPMENT LOCATIONS
ITEM EQUIPMENT TYPE NORTHING EASTING
EQ TANK 1
A 25 HP FLOATING MIXER 207784.27 652812.14
B 25 HP FLOATING MIXER 207812.68 652853.32
C 25 HP FLOATING MIXER 207771.49 652881.73
D 25 HP FLOATING MIXER 207743.09 652840.55
E 20 HP FLOATING AERATOR 207777.88 652846.94
EQ TANK 2
F 25 HP FLOATING MIXER 207981.64 652734.75
G 25 HP FLOATING MIXER 208010.05 652775.94
H 25 HP FLOATING MIXER 207968.86 652804.34
I 25 HP FLOATING MIXER 207940.46 652763.16
J 20 HP FLOATING AERATOR 207975.25 652769.55
M201
SCALE: 1/4" = 1' - 0"
EQ TANK OUTLET CHANNEL SECTION
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M201
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
20 55
Q
N
K
E
N L
A R
G E
D
P
L A
N
S E
C T
I O
N
A
T
A I L
S
M201
M201
SCALE: 1/4" = 1' - 0"
EQ TANK OUTLET CHANNEL ENLARGED PLAN
M201
SCALE: 3" = 1' - 0"
BAFFLE WALL SUPPORT DETAIL
SCALE 3/16" = 1' - 0"
OXIDATION DITCH PLAN
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M300
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
21 55
O X
I D
A T
I O
N
D
I T
A
N
M301
M302
N
M700
M700
M301
IMLR PUMP SECTION
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M301
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
22 55
O X
I D
A T
I O
N
D
I T
L
A R
G E
D
P L
C
T I O
T
A I L
M301
SCALE: 1/4" = 1' - 0"
IMLR PUMP STATION ENLARGED PLAN
M301
M301
5 6 10 12
13 10
M301
M301
NTS
ENLARGED SECTION AIR RELEASE PIPE SUPPORT
EL 4624.58
M302
SCALE: 3/4" = 1' - 0"
OXIDATION DITCH AERATORS ENLARGED PLAN
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M302
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
23 55
O X
I D
A T
I O
N
D
I T
C H
E N
L A
R G
A
N
M400
M400
SCALE: 3/8" = 1' - 0"
RAS/WAS PUMP STATION PLAN AT GRADE
SCALE: 3/8" = 1' - 0"
RAS/WAS PUMP STATION DECK PLAN AT GRADE
M400
SCALE: 3/8" = 1' - 0"
RAS/WAS PUMP STATION SECTION
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M400
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
24 55
R A
S
W
M
P
S
T A
T I O
N
P L
C
T I O
N
SCALE 3/16" = 1' - 0"
SLUDGE HOLDING TANK PLAN
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M500
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
25 55
S L
U D
L
D I N
G
T
A N
K S
P L
A N
M501
M501
M501
M502
M502
M504
M504
SCALE 3/8" = 1' - 0"
SECTION OF SHT MIXER/AERATOR AND RAILS
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M501
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
26 55
S L
U D
L
D I N
G
T
A N
K S
S E
C T
I O
SCALE 3/8" = 1' - 0"
SECTION OF SHT DISCHARGE PIPING
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M502
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
27 55
S L
U D
L
D I N
G
T
A N
K S
E N
L A
R G
A
N S
M502
SCALE 1/2" = 1' - 0"
SHT SLUDGE PUMPS ENLARGED PLAN
M502
SCALE 1/2" = 1' - 0"
SHT ASPIRATING AERATOR ENLARGED PLAN
5 16
M503
M503
M503
M503
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
R E
V I S
I O
N
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
SHEET ID
A N
S I
D
F I
M
E
P R
O J E
M
B E
R
SHEET OF
US Army Corps of Engineers
M503
W A
S T
E W
A T
E
A T
M E
A
G
R A
D E
S
F O
A
C H
U C
A
A
Z
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W P
O R
T
N
E W
S
V
A
R
O C
K
L A
N D
I N
G
D
R I V
E
S
U I T
E
V
I R
O N
M E
N T
N
S U
L T
A N
T S
M O
B I L E
A
L A
B A
M A
W D
R J T
R
H
B C
H
T B
28 55
S L
U D
L
D I N
G
T
A N
K S
S E
C T
I O
M503
SCALE 3/4" = 1' - 0"
SHT PUMP ACCESS PLATFORM SECTION
M503
SCALE 3/4" = 1' - 0"
AERATOR ACCESS PLATFORM SECTION
7 10
M504
SCALE 3/8" = 1' - 0"
SLUDGE HOLDING TANK INFLUENT PIPING SECTION
S O
L I C
I T
A T
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SCALE 1" = 1' - 0"
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SCALE 1" = 1' - 0"
JUNCTION BOX ENLARGED PLAN
0 30 60
Scale In Feet
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AS SHOWN
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PHOENIX, ARIZONA
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EFFLUENT REUSE SYSTEM
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PN 046756
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FORT HUACHUCA, ARIZONA
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CONTRACT DAC-W09-99-D0008
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U.S. ARMY CORPS OF ENGINEERS
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MOBILE DISTRICT
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109 SAINT JOSEPH STREET
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MARCH 2021
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DAVID CARR, PE
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AutoCAD SHX Text 91278-17-D-0020
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MOBILE, ALABAMA
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MANIKA GUPTA
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26-MAY-2021
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J CASTANOS
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SM
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MG
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J LANDMAN
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ELECTRICAL
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SITE PLAN
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SLUDGE HOLDING TANK,
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CONTROL ROOM, NOTE 4
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RAS/WAS PUMP STATION,
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RAS/WAS PUMP STATION ELECTRICAL ROOM,
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OXIDATION DITCH, SEE DWG E300
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BELT FILTER PRESS BLDG,
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BOILER ROOM
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JUNCTION BOX, NOTE 1
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OXIDATION DITCH ELECTRICAL EQUIPMENT BUILDING
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HEADWORKS,
AutoCAD SHX Text %%uGENERAL NOTES:%%U
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1. SEE PARTIAL PLAN DRAWINGS FOR AREA CLASSIFICATION SEE PARTIAL PLAN DRAWINGS FOR AREA CLASSIFICATION PER NFPA 820. INSIDE THE JUNCTION BOX IS A CLASS I, DIVISION 1 AREA AND AN ENVELOPE 18 INCH HIGH, 10FT AROUND IT IS A CLASS I, DIV 2 AREA, PER TABLE 5.2.2. PROVIDE WIRING, CONDUITS AND FITTINGS PER REQUIREMENTS OF NEC ARTICLE 501. 2. INSTALL CONDUIT SHOWN 24 INCHES BELOW GRADE. INSTALL CONDUIT SHOWN 24 INCHES BELOW GRADE. HAND-DIG, FOLLOW PIPE INSTALLATIONS AND COORDINATE WITH EXISTING UNDERGROUND UTILITIES, MAINTAIN MINIMUM SEPARATION OF A FOOT FROM PIPES. 3. POUR RED CONCRETE SLURRY, 2 INCH THICK ABOVE POUR RED CONCRETE SLURRY, 2 INCH THICK ABOVE CONDUIT FOR PROTECTING CONDUIT UNDERNEATH DRIVEABLE SURFACE. 4. FIELD INVESTIGATE SPACE IN EXISTING CONTROL ROOM TO FIELD INVESTIGATE SPACE IN EXISTING CONTROL ROOM TO INSTALL LCP-HDWK AND INSTALL NEW MONITORING SYSTEM COMPUTER. PROVIDE 120V POWER TO BOTH POWER TO BOTH EQUIPMENTS FROM EXISTING PANELBOARD IN THE BUILDING.
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MOD-1, MOD-2, SEE DWG E100 FOR WIRING
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NOTE 3, TYP
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EQUALIZATION BASINS NOT SHOWN ON SITE PLAN. SEE DWG E200 FOR DETAILS
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ELECTRICAL ENCLOSURE, GENERATOR AND UTILITY TRANSFORMER, SEE DWG E600
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%%USITE PLAN
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SCALE: 1" = 30'-0"
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| 2021-06-11T14:34:43-0400 | |
| Sean P. McNamara |
| 2021-06-11T14:36:55-0400 | |
| Sean P. McNamara |
| 2021-06-11T14:37:30-0400 | |
| Sean P. McNamara |
File details come from the government source that posted it. Updated .