Plan Sheets 03-08 (Addendum 2) 1-26-24.pdf
PDF 4 MB Posted
- Solicitation number
- Clinton River Rd. W.M. Replacement (17 Mi. to Romeo Plank)
- Issued by
- Macomb County, Clifford Village, Michigan
About this file
These construction plan and profile sheets detail a water main replacement project for Clinton Township, Michigan, specifically along Clinton River Road from 17 Mile Road to Romeo Plank Road. The project involves replacing approximately 3,200 linear feet of existing water main using various installation techniques including horizontal directional drilling, open cut trenching, and bore and jack methods. The plans include detailed specifications for 12-inch water main installation using HDPE and PVC pipe, with multiple location-specific components such as fire hydrant assemblies, gate valves, bends, tees, and water service transfers. The estimated quantities include 651 feet of HDPE directional drill water main, 310 feet of PVC trench water main, 75 feet of steel casing pipe, and associated infrastructure like gate valves, hydrant removals, and sidewalk repairs.
The project is being engineered by Anderson, Eckstein and Westrick, Inc., with preliminary plans dated November 2023 and an addendum issued on January 26, 2024. The construction documents indicate multiple bench marks and elevation references along the project corridor, with water main depths ranging between approximately 589.50 and 597.59 feet. The estimated quantities suggest significant infrastructure work, including abandoning existing 12-inch and 8-inch water mains, removing and replacing sidewalks and curbs, and making connections to existing water infrastructure. The plans show careful consideration of existing underground utilities, with multiple caution notes highlighting the presence of underground infrastructure that must be carefully managed during construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No 1 1-18-24.pdf | ||
| Bid Documents and Specs 0242-0353.pdf | ||
| Addendum No 2 Documents 1-26-24.pdf | ||
| 0242-0353_EngPlans _ Details_231228 for Bid.pdf |
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Text version
B.M.#855
B.M.#856
10+00
11+00
12+00
13+00 14+00
15+00
16+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00
EX. LEFT EDGE
OF PAVEMENT
EX. LEFT EDGE OF PAVEMENT
M
IL
E
R O
A D
EX. LEFT RIGHT OF WAY
EX. LEFT RIGHT OF WAY
S
TA
. 1 3+
.0
C O
N N
EC
T
TO
E
X
S
TA
5+
.0
(1 2" x6
TE
E)
T /P
IP
E
1.
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
Water Main, PVC (C-900 DR 14) 12 inch Tr Det G
S
TA
3+
.6
5°
H O
R
IZ
B
EN
D T
/P
IP
E
9.
S
TA
3+
.5
2.
5° H
O R
IZ
B
EN
D
T /P
IP
E
9.
S
TA
3+
.5
(1 2" x8
TE
E)
T /P
IP
E
0.
E X
.4
T/
PI
PE
.6
E X
.1
T/
PI
PE
.6
E X
.5
T/
PI
PE
.4
E X
.4
T/
PI
PE
.1
E X
.6
T/
PI
PE
.1
E X
.5
T/
PI
PE
.1
E X
.1
T/
PI
PE
.0
NOTE:
ALL DUCTILE IRON TRANSITION FITTINGS TO
GATE VALVES AND HYDRANT TEES SHALL BE
INCIDENTAL TO THE "WATER MAIN, HDPE, SDR-11,
12 INCH DIRECTIONAL DRILL" PAY ITEM. ASSUME
COMPACTED SAND BACKFILL IS NEEDED AT ALL
VALVE AND HYDRANT TEE LOCATIONS.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
600 CONSTRUCTION
PLAN AND PROFILE
STA. 10+00 TO STA. 16+50
DBK SJC NOVEMBER 2023
1" = 30'
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
03_CONST--1/24/2024 9:47:49 AM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
EE
T
)16 +5
CLINTON RIVER ROAD(76' WIDE) CLINTON RIVER ROAD
(66' WIDE)
M
IL
E
R O
A D
(1
' W
ID
E)
BENCH MARK NO. 143
ARROW ON HYDRANT,
S. SIDE 17 MILE RD.,
±400' W. OF CLINTON
RIVER RD.
ELEVATION: 600.10
BENCH MARK NO. 855
SET MAG NAIL, E. FACE
OF UTILITY POLE W/
TRANSFORMER, N.W.
QUADRANT OF 17 MILE
RD. & CLINTON RIVER RD.
ELEVATION: 598.32
BENCH MARK NO. 856
SET MAG NAIL, S. FACE
OF UTILITY POLE, E.
SIDE CLINTON RIVER RD.
@ E. ⅊ OF #17828
ELEVATION: 597.43
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
Water Main, Abandon, 12 inch (CAP
AND FILL WITH FLOWABLE FILL)
Water Main Connection, 12 inch
STA. 13+04.00, 33.50' LT.
DIRECTIONAL DRILL PIT
119 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM DRILL PIT TO TEE)
12" X 6" TEE AND THRUST BLOCK
STA. 15+00, 15.87' LT
Fire Hydrant Assembly
STA. 15+00, 22.66' LT
F.G. 596.80
153 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM TEE TO STA. 16+50)
45° BEND AND THRUST BLOCK
STA 13+07.64, 27.83' LT
ESTIMATED QUANTITIES
(THIS SHEET)
1. Water Main, Abandon, 12 inch 336 Ft
2. Fire Hydrant Assembly 1 Ea
3. Gate Valve and Box, 8 inch 1 Ea
4. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 272 Ft
5. Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G 12 Ft
6. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det 69 Ft
7. Gate Well, Abandon 1 Ea
8. Water Serv, Transfer 1 Ea
9. Water Main Connection, 8 inch 1 Ea
10. Water Main Connection, 12 inch 1 Ea
11. Shld. Cl II, 6 inch 60 Syd
12. Water Main, 12 inch, Cut and Plug 1 Ea
Water Serv, Transfer
Water Main Connection, 8 inch
STA. 13+68.00, 18.80' LT.
12" X 8" TEE AND THRUST BLOCK
STA. 13+73.50, 27.87' LT
Gate Valve and Box, 8 inch
13+73.14, 26' LT
RIM 596.70
12 Ft - Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G (FROM TEE TO WM CONNECTION)
7 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM WM CONNECTION TO BEND)
54 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM BEND TO TEE)
8 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM TEE TO DRILL PIT)
Gate Well, Abandon
5' M
IN
TY
P
5' M
IN
TY
P
ADDENDUM 2
Water Main, 12 inch, Cut and Plug
G
1/26/2024
B.M.#857
B.M.#743
B.M.#149
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
B.M.#858
17+00 18+00 19+00 20+00 21+00 22+00 23+00
EX. LEFT EDGE OF PAVEMENT
EX. LEFT EDGE OF PAVEMENT
EX. LEFT RIGHT OF WAY
EX. LEFT RIGHT OF WAY
S
TA
0+
.0
(1 2" x6
TE
E)
T /P
IP
E
9.
BOT 12" STM 589.09
TOP 12" WM 587.50
STA 17+38.4 45° BEND
T/PIPE 578.00
STA 18+13.4 45° BEND
T/PIPE 578.00
S
TA
7+
.4
5°
B
EN
D T
/P
IP
E
1.
S
TA
8+
.3
5°
B
EN
D T
/P
IP
E
9.
S
TA
0+
.3
5°
B
EN
D T
/P
IP
E
9.
S
TA
0+
.1
5°
B
EN
D T
/P
IP
E
7.
S
TA
0+
.1
5°
B
EN
D T
/P
IP
E
7.
S
TA
0+
.0
5°
B
EN
D T
/P
IP
E
9.
86Steel Casing Pipe, 24 inch, Jacked in Place
AND Water Main, PVC (C-900 DR 14), 12 inch, Bore
BOT 9'x10' STM 579.97
TOP 12" WM 578.00
E X
.8
T/
PI
PE
.6
E X
.1
T/
PI
PE
.0
E X
.6
T/
PI
PE
.8
E X
.9
T/
PI
PE
.8
E X
.2
T/
PI
PE
.0
E X
.4
T/
PI
PE
.0
E X
.7
T/
PI
PE
.1
E X
.1
T/
PI
PE
.0
E X
.3
T/
PI
PE
.0
E X
.7
T/
PI
PE
.9
E X
.9
T/
PI
PE
.8
E X
.0
T/
PI
PE
.8
E X
.8
T/
PI
PE
.5
E X
.1
T/
PI
PE
.5
E X
.1
T/
PI
PE
.6
ST
A
. 1 7+
.0
T/
PI
PE
.6
G
VW
R
IM
.8
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
Refer to "WATER MAIN LOWERING DETAIL" on sheet 2
ST
A
. 2 0+
.0
T/
PI
PE
.8
G
VW
R
IM
.0
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
NOTE:
ALL DUCTILE IRON TRANSITION FITTINGS TO
GATE VALVES AND HYDRANT TEES SHALL BE
INCIDENTAL TO THE "WATER MAIN, HDPE, SDR-11,
12 INCH DIRECTIONAL DRILL" PAY ITEM. ASSUME
COMPACTED SAND BACKFILL IS NEEDED AT ALL
VALVE AND HYDRANT TEE LOCATIONS. S
TA
8+
.6
1.
° H O
R
IZ
. B
EN
D T
/P
IP
E
9.
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G
S
TA
9+
.7
1.
° H
O R
IZ
. B
EN
D
T /P
IP
E
9.
S
TA
0+
.3
2.
° H
O R
IZ
. B
EN
D
T /P
IP
E
9.
S
TA
0+
.6
2.
° H
O R
IZ
. B
EN
D
T /P
IP
E
9.
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G
600 CONSTRUCTION
PLAN AND PROFILE
STA. 16+50 TO STA. 23+50
DBK SJC NOVEMBER 2023
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
04_CONST--1/24/2024 12:53:33 PM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
ATCH LINE STA.
(SEE SHEET )
16+50
M
AT
CH
L
IN
E
ST
A.
(S
EE
S
HE
ET
)23
CLINTON RIVER ROAD
(66' W
IDE)
CLINTON RIVER ROAD
(66' WIDE)
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
BENCH MARK NO. 743
ARROW ON HYDRANT, W.
SIDE OF CLINTON RIVER
RD. ±450' N. OF 17 MILE RD.
ELEVATION: 599.08
BENCH MARK NO. 857
SET MAG NAIL IN TOP ℄
OF WING WALL CULVERT
FOR KUKUK DRAIN, E.
SIDE CLINTON RIVER RD.
ELEVATION: 595.96
BENCH MARK NO. 149
ARROW ON HYDRANT,
±410' W. OF CEMETERY
ENTRANCE N. SIDE
CLINTON RIVER RD.
ELEVATION: 600.27
BENCH MARK NO. 858
SET MAG NAIL, N. FACE OF
UTILITY POLE, S. SIDE
CLINTON RIVER RD., 2ND
UTILITY POLE W. OF
CEMETERY ENTRANCE
ELEVATION: 594.73
CLINTON CONSOLIDATED NO 1 KUKUK
60 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM STA. 16+50 TO VALVE)
15 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det
G (FROM VALVE TO WM LOWERING BEGINNING)
BORE AND JACK PIT
75 Ft - Steel Casing Pipe, 24 inch, Jacked in Place AND Water Main, PVC (C-900 DR 14), 12 inch
50 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G
(FROM WM LOWERING ENDING TO DRILL PIT )
46 Ft - Water Main, PVC (C-900 DR-14), 12 inch, Tr Det G (FROM BEND TO TEE)
12" X 6" TEE AND THRUST BLOCK
STA. 20+00, 23.50' LT
Fire Hydrant Assembly
STA. 20+00, 21' LT
F.G. 594.75
WM LOWERING
BOT STM. I.E. 589.00±
TOP W.M. I.E. 587.50
238 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM DRILL PIT TO STA. 23+50)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Gate Well, Abandon 2 Ea
2. Hydrant, Rem 2 Ea
3. Water Main, Abandon, 12 inch 734 Ft
4. Fire Hydrant Assembly 1 Ea
5. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 298 Ft
6. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G 310 Ft
7. Water Main, PVC (C-900 DR 14), 12 inch, Bore 75 Ft
8. Steel Casing Pipe, 24 inch, Jacked in Place 75 Ft
9. Shld. Cl II, 6 inch 280 Syd
10. Gate Valve and Box, 12 inch 2 Ea
11. Sidewalk, Rem 100 Syd
12. Sidewalk, Conc, 4 inch 900 Sft
13. Storm Sewer Remove and Replace 50 Ft
Hydrant, Rem
Hydrant, Rem
Gate Well, Abandon
Gate Well, Abandon
WM LOWERING
BOT STM. I.E. 579.97±
TOP W.M. I.E. 578.00
15 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM VALVE TO BEND)
Gate Valve and Box, 12 inch
STA. 20+10, 23.50' LT
RIM 595.00
29.6'
31.5'
120'
45'
BORE AND JACK PIT
CLINTON CONSOLIDATED #1
KUKUK DRAIN EASEMENT
CLINTON CONSOLIDATED #1
KUKUK DRAIN EASEMENT
DIRECTIONAL DRILL PIT
63 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM BEND TO DRILL PIT)
15 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (FROM BEND TO BEND)
8 Ft - Water Main, PVC (C-900 DR-14), 12 inch, Tr Det G (FROM DRILL PIT TO BEND)
88 Ft - Water Main, PVC (C-900 DR-14), 12 inch, Tr Det G (FROM BEND TO BEND)
11.25 DEG BEND AND THRUST
BLOCK ST. 18+61, 25.3' LT
22.50 DEG BEND AND THRUST
BLOCK ST. 20+25, 20' LT
11.25 DEG BEND AND THRUST
BLOCK ST. 19+50, 24.3' LT
22.50 DEG BEND AND THRUST
BLOCK ST. 20+38, 15' LT
Gate Valve and Box, 12 inch
STA. 17+22, 17.10' LT
RIM 597.10
5' M
IN
TY
P
5' M
IN
TY
P
5' M
IN
TY
P
5' M
IN
TY
P
DATE SUBMITTALS/REVISIONS
ADDENDUM 2
Sidewalk, Rem & Sidewalk, Conc, 4 inch
50 Ft - Storm Sewer Remove and Replace
LEGEND
Sidewalk, Rem & Sidewalk, Conc, 4 inch
Remove & Replace Ex. Storm Sewer
B.M.#859
B.M.#150
24+00 25+00
26+00 27+00
28+00 29+00
30+00
24+00 25+00 26+00 27+00 28+00 29+00 30+00
EX. LEFT EDGE OF PAVEMENT
EX. LEFT EDGE OF PAVEMENT
EX. LEFT RIGHT OF WAY
EX. LEFT RIGHT OF WAY
S
TA
5+
.0
(1 2" x6
TE
E)
T /P
IP
E
2.
S
TA
5+
.9
(1 2" x8
TE
E)
T /P
IP
E
1.
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
S
TA
0+
.0
(1 2" x6
TE
E)
T /P
IP
E
2.
BOT 12" STM 593.49
TOP 12" WM 591.94
ST
A
. 2 6+
.8
T/
PI
PE
.6
G
VW
R
IM
.8
S
TA
7+
.0
D
EF
LE
C
TI
O
N T
/P
IP
E
1.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.6
T/
PI
PE
.1
E X
.8
T/
PI
PE
.4
E X
.8
T/
PI
PE
.6
E X
.2
T/
PI
PE
.0
E X
.5
T/
PI
PE
.4
E X
.2
T/
PI
PE
.9
E X
.5
T/
PI
PE
.3
E X
.1
T/
PI
PE
.6
E X
.4
T/
PI
PE
.0
E X
.3
T/
PI
PE
.9
E X
.6
T/
PI
PE
.3
E X
.1
T/
PI
PE
.2
E X
.1
T/
PI
PE
.7
E X
.5
T/
PI
PE
.1
E X
.7
T/
PI
PE
.5
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
S
TA
4+
.2
D
EF
LE
C
TI
O
N T
/P
IP
E
3.
NOTE:
ALL DUCTILE IRON TRANSITION FITTINGS TO
GATE VALVES AND HYDRANT TEES SHALL BE
INCIDENTAL TO THE "WATER MAIN, HDPE, SDR-11,
12 INCH DIRECTIONAL DRILL" PAY ITEM. ASSUME
COMPACTED SAND BACKFILL IS NEEDED AT ALL
VALVE AND HYDRANT TEE LOCATIONS.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
EX
. 5
.8
C L.
.6
EX
. 5
.4
C L.
.4
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
Water Main, PVC (C-900 DR 14) 8 inch Tr Det F
ST
A
. 1 0+
.9
T/
PI
PE
.8
G
VW
R
IM
.0
S
TA
0+
.0
5°
B
EN
D T
/P
IP
E
9.
S
TA
0+
.1
5°
B
EN
D T
/P
IP
E
0.
S
TA
0+
.6
5°
B
EN
D T
/P
IP
E
2.
S
TA
0+
.0
5°
B
EN
D T
/P
IP
E
1.
EX.GROUND OVER
WATER MAIN
BOT EX. 12" WM 590.58
TOP 8" WM 589.61
BOT 12" STM 591.11
TOP 8" WM 589.61
S
TA
. 1 0+
.4
C O
N N
EC
T
TO
E
X
Water Main, PVC (C-900 DR 14) 8 inch Tr Det G
CONSTRUCTION
PLAN AND PROFILE
STA. 23+50 TO STA. 30+50
DBK SJC NOVEMBER 2023
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
05_CONST--1/24/2024 1:00:41 PM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
M
ATC
H
LIN
E STA.
(SEE SH
EET )
30+50
CLINTON RIVER ROAD
(66' WIDE)
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
)30
BENCH MARK NO. 859
SET MAG NAIL, N. FACE
OF UTILITY POLE, S. SIDE
CLINTON RIVER RD.,
OPPOSITE ENTRANCE
TO CEMETERY
ELEVATION: 594.44
BENCH MARK NO. 150
ARROW ON HYDRANT,
±200' E. OF CEMETERY
ENTRANCE, N. SIDE
CLINTON RIVER RD.
ELEVATION: 600.98
ESTIMATED QUANTITIES
(THIS SHEET)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
18.
19.
20.
21.
22.
23.
Water Main, Abandon, 12 inch (CAP
AND FILL WITH FLOWABLE FILL)
Water Main, Abandon, 8 inch (CAP
AND FILL WITH FLOWABLE FILL)
Water Main, 8 inch, Cut and Plug AND Water Main Connection, 8 inch
Gate Well, Abandon
Water Serv, Transfer
12" X 8" TEE AND THRUST BLOCK
HMA Surface, Rem AND HMA, 5EML, 2 inch ON HMA, 4EML, 2 inch ON HMA, 2EML, 4 inch ON Aggregate Base, 6 inch (TYP)
Curb and Gutter, Rem AND Curb and Gutter, Conc, Det F4
386 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM DRILL PIT TO TEE)
50 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM TEE TO STA. 30+50)
Fire Hydrant Assembly
STA. 30+00, 20.44' LT
F.G. 598.85
12" X 6" TEE AND THRUST BLOCK
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G (31
FT - FROM E/P TO TEE / 10 FT FROM TEE TO GV
BOX / 6 FT FROM GV BOX TO E/P REMOVAL LIMIT)
29 FT - Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G (FROM TEE TO GV BOX)
33 FT - Water Main, PVC (C-900 DR 14), 8 inch, Tr Det F (FROM GV BOX TO WM CONNECTION)
12" X 6" TEE AND THRUST BLOCK
64 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM TEE TO DRILL PIT)
151 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM STA. 23+50 TO TEE)
Gate Valve and Box, 8 inch
25+96, 50.65' LT
RIM 597.35
Hydrant, Rem
LEGEND
Driveway, Nonreinf Conc, 6 inch
HMA Approach ON Aggregate Base, 6 inch HMA, 5EML, 2 inch HMA, 4EML, 2 inch HMA, 2EML, 4 inch
Aggregate Surface Cse, 6 inch
Gate Well, Abandon
Gate Valve and Box, 12 inch
STA. 26+05, 21.50' LT
RIM 596.90
Fire Hydrant Assembly
STA. 25+00, 22.00' LT
F.G. 597.65 BOT W.M. I.E. 590.79
TOP STM I.E. 584.00
BOT W.M. I.E. 590.79
TOP STM I.E. 584.00
60" STORM SEWER
DIRECTIONAL DRILL PIT
DIRECTIONAL DRILL PIT
5' M
IN
TY
P
5' M
IN
TY
P
5' M
IN
TY
P
ADDENDUM 2
Aggregate Base, 6 inch 160 Syd Gate Well, Abandon 2 Ea Water Serv, Transfer 1 Ea Hydrant, Rem 1 Ea Curb and Gutter, Rem 61 Ft HMA Surface, Rem 160 Syd HMA, 5EML 25 Ton HMA, 4EML 25 Ton HMA, 2EML 50 Ton Curb and Gutter, Conc, Det F4 61 Ft Water Main, Abandon, 8 inch 51 Ft Water Main, Abandon, 12 inch 694 Ft Fire Hydrant Assembly 2 Ea Gate Valve and Box, 8 inch 1 Ea Gate Valve and Box, 12 inch 1 Ea Water Main, HDPE, SDR-11, 12 inch, Directional Drill 651 Ft Water Main, PVC (C-900 DR 14), 8 inch, Tr Det F 33 Ft Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G 29 Ft Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G 47 Ft Water Main Connection, 8 inch 1 Ea Water Main, 8 inch, Cut and Plug 1 Ea Shld, Cl II, 6 inch 40 Syd
B.M.#860
31+00 32+00 33+00 34+00 35+00 36+00 37+00
31+00 32+00 33+00 34+00 35+00 36+00 37+00
EX. LEFT EDGE OF PAVEMENT
EX. LEFT EDGE OF PAVEMENT
EX. LEFT RIGHT OF WAY
EX. LEFT RIGHT OF WAY
S
TA
5+
.0
(1 2" x6
TE
E)
T /P
IP
E
4.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.3
T/
PI
PE
.7
E X
.6
T/
PI
PE
.2
E X
.0
T/
PI
PE
.7
E X
.7
T/
PI
PE
.1
E X
.1
T/
PI
PE
.6
E X
.1
T/
PI
PE
.3
E X
.3
T/
PI
PE
.7
E X
.7
T/
PI
PE
.5
E X
.5
T/
PI
PE
.0
E X
.0
T/
PI
PE
.4
E X
.2
T/
PI
PE
.9
E X
.9
T/
PI
PE
.4
E X
.2
T/
PI
PE
.5
E X
.7
T/
PI
PE
.0
E X
.0
T/
PI
PE
.4
ST
A
. 3 3+
.9
T/
PI
PE
.9
12" GVW
RIM 599.22
NOTE:
ALL DUCTILE IRON TRANSITION FITTINGS TO
GATE VALVES AND HYDRANT TEES SHALL BE
INCIDENTAL TO THE "WATER MAIN, HDPE, SDR-11,
12 INCH DIRECTIONAL DRILL" PAY ITEM. ASSUME
COMPACTED SAND BACKFILL IS NEEDED AT ALL
VALVE AND HYDRANT TEE LOCATIONS.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
600 CONSTRUCTION
PLAN AND PROFILE
STA. 30+50 TO STA. 37+50
DBK SJC NOVEMBER 2023
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
06_CONST--1/24/2024 1:18:27 PM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
)37
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
BENCH MARK NO. 860
SET MAG NAIL, N. FACE
OF UTILITY POLE, S. SIDE
CLINTON RIVER RD., @
EAST END OF FERN HILL
ELEVATION: 600.54
ESTIMATED QUANTITIES
(THIS SHEET)
1. Hydrant, Rem 1 Ea
2. Water Main, Abandon, 12 inch 700 Ft
3. Fire Hydrant Assembly 1 Ea
4. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 700 Ft
5. Gate Valve and Box, 12 inch 1 Ea
6. Shld, Cl II, 6 inch 35 Syd
7. Water Serv, Transfer 3 Ea
12" X 6" TEE AND THRUST BLOCK
300 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM STA. 30+50 TO GV BOX) 250 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM TEE TO STA. 37+50)
Water Main, Abandon, 12 inch (CAP
AND FILL WITH FLOWABLE FILL)
Hydrant, Rem
Fire Hydrant Assembly
STA. 35+00, 25.14' LT
F.G. 600.15
Gate Valve and Box, 12 inch
STA. 33+50, 21.50' LT
RIM 599.25
150 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM GV BOX TO TEE)
DIRECTIONAL DRILL PIT
5' M
IN
TY
P
5' M
IN
TY
P 5' M
IN
TY
P
5' M
IN
TY
P
ADDENDUM 2
Water Serv, Transfer Water Serv, Transfer
Water Serv, Transfer
B.M.#862
B.M.#152
37+00
38+00
39+00 40+00 41+00
42+00 43+00
44+00
38+00 39+00 40+00 41+00 42+00 43+00 44+00
EX. LEFT EDGE OF PAVEMENT
EX. LEFT EDGE OF PAVEMENT
EX. LEFT RIGHT OF WAY
EX. LEFT RIGHT OF WAY
S
TA
0+
.0
(1 2" x6
TE
E)
T /P
IP
E
2.
S
TA
7+
.0
D
EF
LE
C
TI
O
N T
/P
IP
E
3.
S
TA
3+
.3
5°
B
EN
D T
/P
IP
E
1.
S
TA
3+
.7
5°
B
EN
D T
/P
IP
E
9.
S
TA
4+
.0
5°
B
EN
D T
/P
IP
E
9.
S
TA
4+
.2
5°
B
EN
D T
/P
IP
E
2.
BOT 12" WM 591.00
TOP 12" WM 589.50
S
TA
3+
.4
5°
H O
R
IZ
B
EN
D T
/P
IP
E
9.
S
TA
4+
.0
5°
H O
R
IZ
B
EN
D T
/P
IP
E
9.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.6
T/
PI
PE
.2
E X
.3
T/
PI
PE
.9
E X
.1
T/
PI
PE
.7
E X
.1
T/
PI
PE
.4
E X
.0
T/
PI
PE
.1
E X
.3
T/
PI
PE
.9
E X
.8
T/
PI
PE
.5
E X
.0
T/
PI
PE
.4
E X
.5
T/
PI
PE
.1
E X
.1
T/
PI
PE
.8
E X
.0
T/
PI
PE
.5
E X
.3
T/
PI
PE
.3
E X
.5
T/
PI
PE
.0
E X
.1
T/
PI
PE
.7
E X
.6
T/
PI
PE
.3
ST
A
. 4 0+
.9
T/
PI
PE
.4
12" GVW
RIM 598.72
NOTE:
ALL DUCTILE IRON TRANSITION FITTINGS TO
GATE VALVES AND HYDRANT TEES SHALL BE
INCIDENTAL TO THE "WATER MAIN, HDPE, SDR-11,
12 INCH DIRECTIONAL DRILL" PAY ITEM. ASSUME
COMPACTED SAND BACKFILL IS NEEDED AT ALL
VALVE AND HYDRANT TEE LOCATIONS.
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F
600 CONSTRUCTION
PLAN AND PROFILE
STA. 37+50 TO STA. 44+50
DBK SJC NOVEMBER 2023
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
07_CONST--1/24/2024 1:20:46 PM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
AT
CH
L
IN
E
ST
A.
(S
EE
S
HE
ET
+5
M
ATC
H
LIN
E STA.
(SEE SH
EET )
44+50
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
M
AT
C
H L
IN
E
ST
A.
(S
EE
S H
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
)44
BENCH MARK NO. 152
ARROW ON HYDRANT,
±730' S. OF ROMEO
PLANK, W. SIDE
CLINTON RIVER RD.
ELEVATION: 600.24
BENCH MARK NO. 862
SET MAG NAIL, S.
FACE OF UTILITY
POLE, N. SIDE
CLINTON RIVER RD.,
5 POLES WEST OF
ROMEO PLANK,
OPPOSITE #18600
ELEVATION: 597.86
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sidewalk, Rem 26 Syd
2. Sidewalk, Conc, 4 inch 235 Sft
3. Hydrant, Rem 1 Ea
4. Gate Well, Abandon 1 Ea
5. Water Main, Abandon, 12 inch 680 Ft
6. Fire Hydrant Assembly 1 Ea
7. Gate Valve and Box, 12 inch 1 Ea
8. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 615 Ft
9. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F 74 Ft
10. Water Serv, Transfer 2 Ea
11. Shld, Cl II, 6 inch 80 Syd
Water Main, Abandon, 12 inch (CAP
AND FILL WITH FLOWABLE FILL)
Hydrant, Rem
Gate Well, Abandon
12" X 6" TEE AND THRUST BLOCK
Fire Hydrant Assembly
STA. 40+00, 22.16' LT
F.G. 598.00
45° BEND AND THRUST BLOCK
STA 43+85.35, 15.20' LT
37 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM STA. 37+50 TO BEND)
238 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM STA. 37+50 TO TEE)
100 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM TEE TO GV BOX)
277 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM GV BOX TO DRILL PIT)
24 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM DRILL PIT TO BEND)
45° BEND AND THRUST BLOCK
STA 44+00.00, 29.14' LT
50 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM BEND TO STA. 44+50)
WM LOWERING
BOT EX. W.M. I.E. 591.00±
TOP PROP. W.M. I.E. 589.50
Water Serv, Transfer
DIRECTIONAL DRILL PIT
Gate Valve and Box, 12 inch
STA. 41+00, 13.10' LT
RIM 598.15
Sidewalk, Rem AND Sidewalk, Conc, 4 inch
DIRECTIONAL DRILL PIT
5'
M
IN
TY
P
5' M
IN
TY
P
5' M
IN
TY
P
5' M
IN
TY
P
ADDENDUM 2
Water Serv, Transfer
B.M.#863
B.M.#153
45+00 46+00 47+00
48+00
45+00 46+00 47+00 48+00 49+00
EX. LEFT EDGE OF PAVEMENT
EX. LEFT RIGHT OF WAY
R O
M
EO
P
LA
N K
R O
A D
S
TA
5+
.0
(1 2" x6
TE
E)
T /P
IP
E
2.
S
TA
. 4 8+
.6
C O
N N
EC
T
TO
E
X A
N D
2.
5° H
O R
IZ
B
EN
D
S
TA
6+
.3
D
EF
LE
C
TI
O
N T
/P
IP
E
1.
S
TA
6+
.1
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
Water Main, PVC (C-900 DR 14) 12 inch Tr Det F
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.5
T/
PI
PE
.1
E X
.0
T/
PI
PE
.7
E X
.3
T/
PI
PE
.4
E X
.2
T/
PI
PE
.1
E X
.6
T/
PI
PE
.3
E X
.3
T/
PI
PE
.9
E X
.4
T/
PI
PE
.4
E X
.2
T/
PI
PE
.7
S
TA
. 4 7+
.4
C O
N N
EC
T
TO
E
X A
N D
2.
5° H
O R
IZ
B
EN
D
S
TA
. 4 7+
.8
C O
N N
EC
T
TO
E
X A
N D
6" x1 6" x1 2"
T
EE
S
TA
6+
.9
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
ST
A
. 4 7+
.5
T/
PI
PE
.6
12" GVW
RIM 597.00
Water Main, PVC (C-900 DR 14) 12 inch Tr Det F
S
TA
7+
.1
1.
° H
O R
IZ
B
EN
D
T /P
IP
E
1.
Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F
600 CONSTRUCTION
PLAN AND PROFILE
STA. 44+50 TO STA. 49+85
DBK SJC NOVEMBER 2023
1" = 30'
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
08_CONST--1/24/2024 1:26:15 PM
M:\0242\0242-0353\DWG\CIVIL\01_CONSTPLAN.DWG
Know what's below.
72 hours before you dig.
Call R
Phone 586 726 1234 Fax 586 726 8780
51301 Schoenherr Road Shelby Township Michigan 48315
CIVIL ENGINEERS SURVEYORS ARCHITECTS
ENGINEERING STRONG COMMUNITIES
www.aewinc.com
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
ROMEO PLANK ROAD
(66' WIDE)
BENCH MARK NO. 153
ARROW ON HYDRANT,
N.W. CORNER OF
ROMEO PLANK &
CLINTON RIVER RD.
ELEVATION: 600.78
BENCH MARK NO. 863
SET MAG NAIL, W. FACE OF
UTILITY POLE @ N.E
CORNER OF CLINTON
RIVER RD. & ROMEO PLANK
ELEVATION: 598.64
BENCH MARK NO. 154
ARROW ON HYDRANT,
W. SIDE OF ROMEO
PLANK, ±370' N. OF
CLINTON RIVER RD.
ELEVATION: 600.25
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sidewalk, Rem 221 Syd
2. Hydrant, Rem 1 Ea
3. Water Main, Abandon, 16 inch 22 Ft
4. Water Main, Abandon, 12 inch 381 Ft
5. Fire Hydrant Assembly 1 Ea
6. Butterfly Valve & Well, 16 inch 1 Ea
7. Gate Valve and Box, 12 inch 1 Ea
8. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 69 Ft
9. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F 291 Ft
10. Water Main, DI, 16 inch, Tr Det F 11 Ft
11. Water Main Connection, 12 inch 1 Ea
12. Water Main Connection, 16 inch 2 Ea
13. Water Main, 12 inch, Cut and Plug 1 Ea
14. Water Main, 16 inch, Cut and Plug 1 Ea
15. Sidewalk, Conc, 4 inch 1,315 Sft
16. Curb Ramp, Conc, 4 inch 575 Sft
17. Curb Ramp, Conc, 8 inch 100 Sft
18. Detectable Warning Surface 10 Ft
19. Shld, Cl II, 6 inch 40 Syd
20. Gate Well Cover, Clinton Twp 1 Ea
50 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM STA. 44+50 TO TEE)
Hydrant, Rem
Fire Hydrant Assembly
STA. 45+00.00, 29.76' LT
F.G. 597.50
12" X 6" TEE AND THRUST BLOCK
STA. 45+00.00, 27.10' LTWater Main, Abandon, 12 inch (CAP
AND FILL WITH FLOWABLE FILL)
191 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM TEE TO BEND)
Water Main Connection, 12 inch
STA. 48+25.50, 18.35' LT.
Water Main Connection, 16 inch
Butterfly Valve & Well, 16 inch
RIM 597.25
Sidewalk, Rem AND Curb Ramp, Conc, 4 inch AND Curb Ramp, Conc, 8 inch AND Detectable Warning Surface
Gate Well, Abandon
69 Ft - Water Main, HDPE, SDR-11, 12 inch, Directional Drill (FROM DRILL PIT TO DRILL PIT)
45° BEND AND THRUST BLOCK
STA 46+91, 27.10' LT
Water Main, Abandon, 16 inch (CAP
AND FILL WITH FLOWABLE FILL)
Water Main, 12 inch, Cut and Plug
24 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM DRILL PIT TO WM CONNECTION)
6 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM BEND TO BEND)
45° BEND AND THRUST BLOCK
STA 46+95.10, 31.30' LT
11 Ft - Water Main, PVC (C-900 DR 14), 16 inch, Tr Det F (FROM BEND TO WM CONNECTION)
Sidewalk, Rem AND Sidewalk, Conc, 4 inch
Sidewalk, Rem AND Sidewalk, Conc, 4 inch
20 Ft - Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F (FROM DRILL PIT TO WM CONNECTION)
12" X 16" TEE AND THRUST BLOCK
Gate Valve and Box, 12 inch
STA. 47+30.50, 63' LT
RIM 597.00
5' M
IN
TY
P
5' M
IN
TYP
ADDENDUM 2
Water Main Connection, 16 inch
| 03_CONST |
| 04_CONST |
| 05_CONST |
| 06_CONST |
| 07_CONST |
| 08_CONST |
File details come from the government source that posted it. Updated .