A02_Boulder_stp_Exhibit_A.PDF
PDF 2 MB Posted
- Solicitation number
- W912P918B0039
About this file
Wastewater Treatment Plant Replacement Exhibit A
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
10:1
P-
CHIEF, DESIGN BRANCH
Site PLAN xxxxxxxx xxxxxxxx
LENGTH OF CONSTRUCTION LIMITS.
SAFETY FENCING SHALL BE PLACED ALONG THE ENTIRE
UTILITIES PRIOR TO EXCAVATION.
THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND
APPROXIMATE AS SHOWN. THE CONTRACTOR SHALL VERIFY
POSITION OF THE EXISTING UNDERGROUND UTILITIES ARE
EDGES OF THE TREATMENT TANKS.
THE CONCRETE FOUNDATION EXTENDS 3'-O" BEYOND ALL OUTER
ALL TREATMENT PLANT TANKS ARE STEEL CONSTRUCTION.
COOPERATIVE, INC.
THE LOCAL ELECTRIC UTILITY CO. IS CLINTON COUNTY ELECTRIC
PIPES, BUILDINGS, AND TREATMENT EQUIPMENT TO BE REMOVED.
SITE TO VERIFY THE EXACT SIZE AND LOCATION OF THE EXISTING
IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE WORK
GRADE.
ELECTRICAL CABLE CAN BE EXPECTED BELOW AND ABOVE EXISTING
NOT SHOWN. PIPING •" THRU 8" IN SIZE PLUS UNDERGROUND
ALL ABOVE GROUND AND BELOW GROUND PIPING AND VALVES ARE
EXCEPT AS NOTED, ASPHALT ROAD TO REMAIN.
UPPER MISSISSIPPI RIVER BASIN
DESIGN FILE:
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, ST. LOUIS
ST. LOUIS, MISSOURI
PLOT DATE:
D
REVISIONS
SYMBOL DESCRIPTION DATE APPROVED
12345678
12348 7 6 5
A
B
C
D
A
B
C
D
PLOT SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
SUBMITTED:
DESIGN ENGINEER
SUBMITTED:
APPROVED:
SIZE DWG. CODE DRAWING NO.
$$$DESIGN$FILE$SPECIFICATION$$$
$$$$DATE-TIME$$$$
WATER AND WASTE WATER
K-C-5 /
BOULDER SEWAGE TREATMENT
KASKASKIA RIVER, CARLYLE LAKE, ILLINOIS
PLANT REPLACEMENT
jULY 2018
S
E
C I
V
L
D R
A W I
N G
R E
M O
V
X I
S T I
P A
V I
N G
MANHOLE TO REMAIN
NOTES:
1.
2.
3.
5.
6.
7.
8.
NORTHEAST CORNER
WITH PROJECT BOUNDARY AT
ALIGN CONSTRUCTION LIMITS
9.
4.
SAFETY FENCING LINE (TYPICAL)
CONSTRUCTION LIMIT LINE AND
EXISTING PAVEMENT TO REMAIN
5'
10. ASPHALT SURFACE EXTENDS 2' BEYOND THE FENCE LIMITS.
to remain
EXISTING LIFT STATION
OF BARBED WIRE.
6' CHAINLINK FENCE FENCE WITH 3 STRANDS
TO REMAIN
PREVENTER
BACKFLOW
TO REMAIN
WATER METER
EXISTING TREATMENT PLANT)
BASE LINE (CENTERLINE OF
EXISTING 1" water line existing chlorinator cabinet concrete footing
AT THE LAKE.
INSTALLATION TO INSURE GRAVITY FLOW TO THE OUTFALL DISCHARGE
THE NEW SEWAGE TREATMENT PLANT TREATMENT UNITS PRIOR TO
OF THE EXISTING 8" EFFLUENT LINE. THE CONTRACTOR SHALL LAYOUT
THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION
010' 10'
SCALE: 1" = 10'
N
DEMOLITION PLAN
EXISTING BOULDER SEWAGE TREATMENT PLANT
x x x x x x x x
GATE
SWING
8'-0"
GATE
SWING
8'-0" remain building to operator's existing existing extended aeration plant to be removed sludge drying bedclarifiers chlorination units aeration tanks tanks equalization lift station to remain sewer pipe from existing existing 4" pressure
TO BE REMOVED
TO REMAIN
EXISTING STORAGE
CABINET TO BE REMOVED
TO BE REMOVED
1/2"
B3ODTMLH
Typewritten Text
FOR INFORMATION ONLY
B3ODTMLH
Typewritten Text
B3ODTMLH
Line
SEWAGE TREATMENT SYSTEM
PLAN AND DETAILS
UPPER MISSISSIPPI RIVER BASIN
DESIGN FILE:
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, ST. LOUIS
ST. LOUIS, MISSOURI
PLOT DATE:
D
REVISIONS
SYMBOL DESCRIPTION DATE APPROVED
12345678
12348 7 6 5
A
B
C
D
A
B
C
D
PLOT SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
SUBMITTED:
DESIGN ENGINEER
SUBMITTED:
APPROVED:
SIZE DWG. CODE DRAWING NO.
$$$DESIGN$FILE$SPECIFICATION$$$
$$$$DATE-TIME$$$$
WATER AND WASTE WATER
jULY 2018
DIGESTER
AEROBIC
EQ. TANK
R E
A C
T O
R B
IO
L O
G
IC
REACTOR
BIOLOGICAL
SYSTEM
TERTIARY FILTER
SYSTEM
TERTIARY FILTER
3/4 " COPPER
4'-0"4'-0"16'-0"
OPERATOR'S BUILDING
TREATMENT PLANT)
CENTERLINE OF NEW SEWAGE
SEWAGE TREATMENT PLANT AND
BASELINE (CENTERLINE OF EXISTING
SEWAGE TREATMENT PLANT, SEE DRAWING C-1
NOTE: FOR EXTENT OF BITUMINOUS PAVEMENT AT
ANCHOR TO CONCRETE SLAB WITH
CHLORINATOR EQUIPMENT STORAGE CABINET
STAINLESS STEEL BOLTS
GATE
SWING
8'-0"
STAINLESS STEEL BOLTS
PLANT ANCHORED TO CONCRETE SLAB WITH
STORAGE CABINET TO REMAIN - SALVAGE FOR NEW
WATER LINE
EXISTING 1"
EXIST GATE VALVE AND SERVICE BOX
EXIST HOSE BIBB
POSSIBLE.
REUSE AS MUCH OF EXISITNG FENCE AS
AS NECESSARY FOR NEW PLANT INSTALLATION.
CHAIN LINK FENCE. MODIFY EXISTING FENCE
GATE
SWING
8'-0"
N
PUMPS
TRASFER
HOOKUPS.
LOCATION OF EQUIPMENT AND SEWER AND UTILITY
PROVIDE MODIFIED SITE PLAN SHOWING PROPOSED
FOOTPRINT WILL FIT IN THE ALOTTED AREA AND
CONTRACTOR SHALL ENSURE THE PACKAGE PLANT
PLANT MANUFACTURER SPECIFICATIONS. THE
REFERENCE ONLY AND WILL VARY DEPENDING ON
NOTE: PIPE SIZES AND PLANT DIMENSIONS ARE FOR
C. APPROVED EQUAL
B. BIOPORTZ BY NEXUM
A. BIOMBBR BY WASTEWATER TECHNOLOGIES
FOLLOWING SYSTEMS:
THE PACKAGE PLANT SHALL BE ONE OF THE
PACKAGE PLANT NOTE:
FOR INFORMATION ONLY
NEW
PAVEMENT PLAN
UPPER MISSISSIPPI RIVER BASIN
DESIGN FILE:
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, ST. LOUIS
ST. LOUIS, MISSOURI
PLOT DATE:
D
REVISIONS
SYMBOL DESCRIPTION DATE APPROVED
12345678
12348 7 6 5
A
B
C
D
A
B
C
D
PLOT SCALE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
SUBMITTED:
DESIGN ENGINEER
SUBMITTED:
APPROVED:
SIZE DWG. CODE DRAWING NO.
$$$DESIGN$FILE$SPECIFICATION$$$
$$$$DATE-TIME$$$$
C-
CIVIL
jULY 2018
S E
W A
T
E A
T M
E
S Y
S T
E M
SURFACE COURSE
1‚" BITUMINOUS
BINDER COURSE
1ƒ" BITUMINOUS
BASE
8" AGGREGATE
GROUNDLINE
EXISTING
SECTION
A
SCALE: 1" = 5'
5' 5'
C-1
A
C
A
C
PRIME COAT
SEE DRAWING P-2
CHAIN LINK FENCE-
E X I
S T I
W A
E A
T M
E
S T
E M
O
B
M O
V E
D new treatment plan for installation of
PAVEMENT as necessary
REMOVE EXISTING
new treatment plan for installation of fence as necessary
REMOVE EXISTING
EXISTING 4"
PVC PRESSURE
EXISTING 4"
PVC PRESSURE
bituminous pavement (typ)
010' 10'
SCALE: 1'' = 10'
EXISTING PLAN
010' 10'
SCALE: 1'' = 10'
N
PROPOSED PLAN
N
2'-0" (TYP)
B E
Y O
F
N
N E
T Y
P I
C A
L
O F
Q
F
X
T E
V E
M E
N T
C O
M P
O N
E N
M P
R I
P R
O X I
M A
E A
S E
W A
E A
T M
E
S T
M
M P
O N
E N
T S
T H
E
B I
T U
M I
N O
U
V E
M E
B
A C
O U
N D
FOR INFORMATION ONLY
PLANT
PLANT
REMOVE EXISTING PAVEMENT
B3ODTMLH
Line
B3ODTMLH
Line
...\09_fe6gated.dgn 06/08/2005 01:18:30 PM
File details come from the government source that posted it.