AMD0001-PLAN_SET_Drawing.pdf
PDF 259 KB Posted
- Attached to
- 88TH RD US ARMY RESERVE CENTER ARLINGTON HEIGHTS, IL WATER INFRASTRUCTURE IMPROVEMENTS- SOLICITATION
- Solicitation number
- W912EK26BA017
About this file
This document is a set of construction plan and profile drawings for water infrastructure improvements at the 88th Road US Army Reserve Center in Arlington Heights, Illinois.
The project involves installation of approximately 5,186 linear feet of new 8-inch ductile iron pipe (DIP) water main, with two alignment options (Option A and Option B). Key work includes: excavation and connection to existing 12-inch DIP water mains at two locations; directional drilling of 8-inch water main under West Central Road with 16-inch DIP casing; installation of a precast water meter vault; and aggregate surfacing repair. The new water main must be installed a minimum of 5 feet 6 inches below surface elevation. Construction requirements include coordination with the Village of Arlington Heights for temporary lane closures and inspections, water shutoff coordination with the Contracting Officer with minimal service interruption, and CCTV video inspection to confirm presence of existing 48-inch storm sewer. Valves must comply with Specifications 33 11 00. Connection to the 12-inch water main requires a full circle stainless steel tapping sleeve approved by the Village of Arlington Heights, positioned 18 inches from existing bell sections and pipe fittings. Demolition of the existing 8-inch water main is prohibited until new connection to the 12-inch main is complete. The project is issued under US Army Corps of Engineers, Rock Island District, Solicitation No. B5ARLHTS202401, with MATOC/IDIQ Contract No. W912EK26BA017, issued July 31, 2026.
View the file
Other files
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
FH
SAN
ABN
D
SAN ABND
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN ABND
SAN ABND
SAN ABND
W
ABN
D W
ABN
D
W ABNDW ABND
W
ABN
D
W
ABN
D W
ABN
D
W W W
W
W
W
J
W
W
FH
C
IC
I
S
S
W
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G G
G G
G G
G G
COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P
W W
W W
W W
W W
W W
W W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W W W W W W W W W W W W
COMM COMM COMM COMM COMM COMMCOMM
COMM
COMMCOMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
W W
W W
W W
W W
W W
J
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E E
E E
E E
E E
E E
E E
WWWWWWWW
W
W
W
W
WW
W
W
W
W
W
W
1+
0+00D
0+30D
W
ABN
D W
ABN
D
W
W ABNDW ABND
W
ABN
D
W
ABN
D W
ABN
D
0+00A (O
PTIO
N
A BEG
IN
0+48.94 (BASE BID
EN
D
1+00A
W
1+51.85A
WWWWW
-0+05A 0+00A 0+20A 0+40A 0+60A 0+80A 1+00A 1+20A 1+40A 1+53A
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
R O
C K
IS
LA
N D
D
IS
TR
IC
T R
O C
K
IS
LA
N
D , I
LL
IN
O
IS
/0 7/
W
2E K2
6B A0
TH
R D
U S
AR
M
Y R
ES
ER
VE
C
EN
TE
R
AR
LI
N
G
TO
N H
EI
G
H
TS
, I L
W
AT
ER
IN
FR
AS
TR
U
C
TU
R E
IM
PR
O
VE
M
EN
TS
SO
LI
C
IT
AT
IO
N
B5
AR
LH
TS
J.
F
LE
IS
C H
M
AN
N . G
AR
C
IA
R . F
EL
LM
AN
N . P
AT
TE
R
SO
N
PL
AN
A
N D
P R
O
FI
LE
PLAN
NORTH
SCALE: 1"=10'
PLAN - WATER MAIN STA 0+00A TO STA 1+53AF1 10' 20'0
SCALE: 1"=10'
PROFILE - WATER MAIN STA 0+00A TO STA 1+53AA1 10' 20'0
APPROXIMATE LOCATION
EXISTING COMM
DRILL 16" DIP
CASING
EXISTING 24" RCP
SANITARY SEWER
EXISTING GRADE
th
R D
1. NEW 8" DIP TO BE A MINIMUM OF 5'-6" BELOW SURFACE ELEVATION. SEE
DETAIL H7/C-505.
2. CASINGS WILL EXTEND ON EACH SIDE OF THE SANITARY OR STORM SEWER
CROSSING UNTIL THE PERPENDICULAR DISTANCE FROM THE WATER MAIN
TO THE SANITARY SEWER LINE OR STORM LINE IS 10'-0".
SEE DETAIL A7/C-506. LENGTHS SHOWN ARE APPROXIMATE.
3. WATER SHUTOFF PRIOR TO CUTTING EXISTING WATER MAIN WILL BE
COORDINATED WITH AND APPROVED BY THE KO AND WITH A MINIMUM
INTERRUPTION OF WATER SERVICE.
4. VALVES WILL BE IN ACCORDANCE WITH SPECIFICATIONS 33 11 00.
5. COMPLETE CLOSURE OF WEST CENTRAL RD IS PROHIBITED. DIRECTIONAL
DRILL 8" DIP WATER MAIN UNDER WEST CENTRAL RD FROM NEW METER
VAULT TO NEW CONNECTION.
6. CONNECT TO 12" DIP WATER MAIN WITH A FULL CIRCLE STAINLESS STEEL
TAPPING SLEEVE TO BE APPROVED BY THE VILLAGE OF ARLINGTON
HEIGHTS. CONNECTION MUST BE DONE 18" FROM EXISTING BELL SECTIONS
AND PIPE FITTINGS. COORDINATE TEMPORARY LANE CLOSURES WITH THE
VILLAGE OF ARLINGTON HEIGHTS.
7. VILLAGE OF ARLINGTON HEIGHTS INSPECTOR TO BE PRESENT FOR
CONNECTION TO WATER MAIN.
8. DEMOLITION OF EXISTING 8" WATER MAIN IS NOT ALLOWED UNTIL
NEW CONNECTION TO 12" WATER MAIN IS COMPLETE.
GENERAL SHEET NOTES
EXCAVATE AND CONNECT TO
EXISTING 12" WATER MAINPROVIDE PRECAST
WATER METER VAULT
OPTA
C-101
EXCAVATE AND CONNECT TO EXISTING
12" DIP WATER MAIN
EXISTING 48"
STORM SEWER
GUTTER LINE
GUTTER LINE
BACK OF
CURB
PROVIDE PRECAST WATER METER VAULT
SEE BASE BID SHEET C-503 BACK OF
CURB
OPTION A ALIGNMENT
ABANDONED SANITARY
SEWER
ST
A
0+
A
TO
S
TA
+5
3AAPPROXIMATE LOCATION
EXISTING ELECTRIC
EXISTING 20" WATER MAIN
W
EST C
EN
TR
AL R
O
AD
PC
C
SID
EW
ALK
EXISTING 8" WATER MAIN
C
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
th
R D
M
AT
O C
/ID
IQ
C O
N
TR
AC
T
N O
PR
O
JE
C
T C
O D
E:
C O
N
TR
AC
T/
T.
O
. N O
AN
SI
D
DRILL 8" DIP WATER MAIN
UNDER WEST CENTRAL RD.
SEE NOTE 5
EXCAVATE AND PROVIDE
8" DIP WATER MAIN
DRILL 8" DIP WATER MAIN
UNDER WEST CENTRAL RD.
SEE NOTE 5
EXISTING
FENCE
BACK OF CURB
PROVIDE 8" DIP
WATER MAIN
AM
N D
- R
EV
IS
ED
S
H
EE
T N
O
TE
C
O N
N
EC
TI
O
N T
YP
E
SE
PT
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
SAN
ABN
D
W
ABN
D W
ABN
D
W
ABN
D W
ABN
D
W
ABN
D
W W
W W
W
C I
S
W W
FH
C I
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
O H
P O
H P
D
W W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
WWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
WWWWWWWWWWWW
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
E E
E E
E
E
E E
E E
E E
E E
E E
E E
E
C O
M M
C O
M M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W
ABN
D W
ABN
D
W
ABN
D W
ABN
D
W
ABN
D
4+00B
5+00B
5+18.69B
3+00B
W
2+88 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20B B B B B B B B B B B B B
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
SCALE: 1"=10'
PLAN - WATER MAIN STA 2+88B TO STA 5+20BF1 10' 20'0
SCALE: 1"=10'
PROFILE - WATER MAIN STA 2+88B TO STA 5+20BA1 10' 20'0
th
R D
R O
C K
IS
LA
N D
D
IS
TR
IC
T R
O C
K
IS
LA
N
D , I
LL
IN
O
IS
/0 7/
W
2E K2
6B A0
TH
R D
U S
AR
M
Y R
ES
ER
VE
C
EN
TE
R
AR
LI
N
G
TO
N H
EI
G
H
TS
, I L
W
AT
ER
IN
FR
AS
TR
U
C
TU
R E
IM
PR
O
VE
M
EN
TS
SO
LI
C
IT
AT
IO
N
B5
AR
LH
TS
J.
F
LE
IS
C H
M
AN
N . G
AR
C
IA
R . F
EL
LM
AN
N . P
AT
TE
R
SO
N
PL
AN
A
N D
P R
O
FI
LE
APPROXIMATE LOCATION EXISTING
UNDERGROUND ELECTRIC
EXISTING 18" STORM SEWER
EXISTING GRADE
PROVIDE 8" DIP WATER MAIN
EXISTING 24" SANITARY
SEWER
PROVIDE 8" DIP
WATER MAIN
DRILL 8" DIP WATER MAIN
UNDER WEST CENTRAL RD.
SEE NOTE 5
EXCAVATE AND CONNECT TO
EXISTING 12" DIP WATER MAIN
APPROXIMATE LOCATION
EXISTING COMM LINE
M
ATC
H
LIN
E 2+88B
ABANDONED SANITARY
SEWER
EXISTING 48" STORM SEWER
AGGREGATE SURFACING REPAIR
SEE DETAIL A14/C-505
GUTTER LINE
BACK OF
CURB
GUTTER LINE
ST
A
2+
B
TO
S
TA
+2
0B
APPROXIMATE LOCATION
EXISTING COMM LINE
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
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
th
R D
M
AT
O C
/ID
IQ
C O
N
TR
AC
T
N O
PR
O
JE
C
T C
O D
E:
C O
N
TR
AC
T/
T.
O
. N O
AN
SI
D
45 DEGREE BEND
45 DEGREE BEND
EXCAVATE AND PROVIDE
8" DIP WATER MAIN
EXISTING
FENCE
DRILL 8" DIP WATER MAIN
BACK OF CURB
PC
C
SID
EW
ALK
EXISTIN
G
AG
G
R
EG
ATE TR
AIL
EXISTING STORM SEWER MANHOLE
SEE NOTE 8
PROVIDE PRECAST WATER
METER VAULT
SEE C-503 AND C-504
OPTB
C-102
W
EST C
EN
TR
AL R
O
AD
EXCAVATE AND CONNECT TO
EXISTING 12" WATER MAIN
45 DEGREE BEND 45 DEGREE BEND
1. NEW 8" DIP TO BE A MINIMUM OF 5'-6" BELOW SURFACE ELEVATION. SEE
DETAIL A7, H7/C-505.
2. CASINGS WILL EXTEND ON EACH SIDE OF THE SANITARY OR STORM SEWER
CROSSING UNTIL THE PERPENDICULAR DISTANCE FROM THE WATER MAIN
TO THE SANITARY SEWER LINE OR STORM LINE IS 10'-0".
SEE DETAIL A7/C-506. LENGTHS SHOWN ARE APPROXIMATE.
3. WATER SHUTOFF PRIOR TO CUTTING EXISTING WATER MAIN WILL BE
COORDINATED WITH AND APPROVED BY THE KO AND WITH A MINIMUM
INTERRUPTION OF WATER SERVICE.
4. VALVES WILL BE IN ACCORDANCE WITH SPECIFICATIONS 33 11 00.
5. COMPLETE CLOSURE OF WEST CENTRAL ROAD IS PROHIBITED.
DIRECTIONAL DRILL 8" DIP WATER MAIN UNDER WEST CENTRAL RD FROM
NEW METER VAULT TO NEW CONNECTION.
6. CONNECT TO 12" DIP WATER MAIN WITH A FULL CIRCLE STAINLESS STEEL
TAPPING SLEEVE TO BE APPROVED BY THE VILLAGE OF ARLINGTON
HEIGHTS. CONNECTION MUST BE DONE 18" FROM EXISTING BELL SECTIONS
AND PIPE FITTINGS. COORDINATE TEMPORARY LANE CLOSURE WITH THE
VILLAGE OF ARLINGTON HEIGHTS.
7. VILLAGE OF ARLINGTON HEIGHTS INSPECTOR TO BE PRESENT FOR
CONNECTION TO WATER MAIN.
8. PERFORM AND SUBMIT A CCTV VIDEO INSPECTION TO CONFIRM PRESENCE
OF EXISTING 48" STORM SEWER.
GENERAL SHEET NOTES
SEE SH
EET O
PTIO
N
B C -101
PROVIDE PRECAST
WATER METER VAULT
APPROXIMATE LOCATION
ABANDONED SANITARY SEWER
DRILL 16" DIP
CASING
BACK OF
CURB
AM
N D
- R
EV
IS
ED
S
H
EE
T N
O
TE
C
O N
N
EC
TI
O
N T
YP
E
SE
PT
| OPTA-C-101.pdf |
| Sheets and Views |
| OPTION A C-101 |
| OPTB-C-102.pdf |
| Sheets and Views |
| OPTION B C-102 |
File details come from the government source that posted it. Updated .