0242-0353_EngPlans _ Details_231228 for Bid.pdf
PDF 19 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
The document is a comprehensive engineering plan set for the Clinton River Road Water Main Replacement project, prepared by Anderson, Eckstein and Westrick, Inc. for the Charter Township of Clinton in Macomb County, Michigan. The project involves replacing 0.66 miles of existing water main along Clinton River Road between 17 Mile Road and Romeo Plank Road, including abandoning the existing water main, installing a new water main, reconstructing sidewalks and sidewalk ramps where needed, and performing other miscellaneous related work. The construction plans detail the water main replacement using HDPE and PVC pipes, directional drilling techniques, and include specifications for traffic control, erosion control, and utility work.
The project will involve multiple components, including installing approximately 12-inch water mains using directional drilling and trench methods, placing fire hydrant assemblies, installing gate valves, connecting to existing water infrastructure, and performing road and sidewalk restoration. The engineering plans provide detailed technical specifications following Michigan Department of Transportation 2020 construction standards and Clinton Township water main specifications. The project includes estimated quantities for various items such as aggregate surface course, water main abandonment, directional drilling, concrete work, and utility connections. The documents indicate careful consideration of existing underground utilities, traffic management, and environmental protection measures during construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No 1 1-18-24.pdf | ||
| Bid Documents and Specs 0242-0353.pdf | ||
| Plan Sheets 03-08 (Addendum 2) 1-26-24.pdf | ||
| Addendum No 2 Documents 1-26-24.pdf |
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Text version
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ITEM SIZE LENGTH LOCATION
WATER MAIN 12" 3,492 FT CONNECTING TO THE EXISTING 12" WATER MAIN ON THE NORTH SIDE OF CLINTON
RIVER ROAD AND 17 MILE ROAD INTERSECTION. INSTALL IN THE NORTH SIDE OF
CLINTON RIVER ROAD, THEN CONTINUING NORTHEAST ALONG AND CONNECTING TO
THE EXISTING WATER MAIN IN THE NORTHEAST CORNER OF CLINTON RIVER ROAD
AND ROMEO PLANK ROAD.
WATER MAIN 8" 54 FT CONNECTING FROM THE PROPOSED 12" WM TO CONNECT TO THE 8" IN THE
RESURRECTION CEMETERY.
WATER MAIN 16" 17 FT CONNECTING TO AN EXISTING 16" WM ALONG ROMEO PLANK ROAD.
WATER MAIN PERMIT No. W-________ 1
DESIGN & CONSTRUCTION STANDARD
THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CLINTON TOWNSHIP STANDARD WATER MAIN SPECIFICATIONS UNLESS MODIFIED BY A SPECIAL
PROVISION.
ALL TRAFFIC CONTROL DEVICES SUCH AS LIGHTED ARROW BOARDS, PLASTIC DRUMS, BARRICADES, TEMPORARY SIGNAGE, AND LANE CLOSURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SUPPLEMENTARY MAINTAINING
TRAFFIC SPECIAL PROVISION.
Charter Township of Clinton Macomb County, Michigan
TITLE SHEET 1
WATER MAIN DETAILS 2
CONSTRUCTION PLANS AND PROFILES 3 - 8
SESC PLANS 9 - 10
SESC DETAILS 11
INDEX TO SHEETS
Clinton River Road Water Main Replacement 17 Mile Road to Romeo Plank Road
PROJECT DESCRIPTION
THE PROJECT CONSISTS OF 0.66 MILES OF ABANDONING OF THE EXISTING WATER MAIN, INSTALL NEW WATER MAIN, SIDEWALK & SIDEWALK RAMP RECONSTRUCTION WHERE IT NEEDED, AND OTHER MISCELLANEOUS
RELATED ITEMS OF WORK.
SCOTT J. CHABOT, P.E. No. 6201053119 DATE
"I HEREBY CERTIFY THESE PLANS HAVE BEEN PREPARED UNDER MY
DIRECT SUPERVISION IN ACCORDANCE WITH ACT 240, PUBLIC ACTS
OF 1937 AS AMENDED- STATE OF MICHIGAN."
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
CIVIL ENGINEERS SURVEYORS ARCHITECTS
CLINTON TOWNSHIP PROJECT NO. __________
MACOMB TOWNSHIP
HALL ROAD ( M-59 )
CITY OF
CITY OF FRASER
CITY OF ROSEVILLE
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19 MILE ROAD
CANAL ROAD
18 MILE ROAD
17 MILE ROAD
CLINTON
MILLAR ROAD
16 MILE ROAD ( METROPOLITAN PARKWAY )
15 MILE ROAD
14 MILE ROAD
DUNHAM ROAD
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CLINTON RIVER ROAD
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GROESBECK
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JOY BLVD.
I-94 FREEWAY
I-94
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ROAD
MORAVIAN
DRIVE
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CROCKER BLVD.
H
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15 MILE ROAD
H
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PROJECT SITE
12-28-2023
CL22-008
TRAFFIC CONTROL PLAN FOR WATER MAIN BORE AND JACK
CLINTON TOWNSHIP WATER MAIN STANDARD DETAILS 1 OF 2, 2 OF 2
MCDR PAVING STANDARD DETAILS 1 OF 2, 2 OF 2
MCPWO SWM STANDARD DETAILS 1 OF 2, 2 OF 2
MCPWO SWM STANDARD DETAILS 1 OF 2, 2 OF 2
CONCRETE PAVEMENT CROSS SECTION
NOT TO SCALE
Conc Pavt, Misc, Nonreinf, 6 inch
Aggregate Base, 6 inch, Modified
EXIST. CONC PAVT
W.M. TR DET G
MDOT CL II
COMPACTED TO
95% OF ITS MAX.
UNIT WEIGHT
SAWCUT FULL DEPTH
6' (MIN.)
GRANULAR
MATERIAL
CLASS II
2" MIN. UNDERCUT
FOR CAST IRON PIPE
WATER MAIN
UNDISTURBED EARTH
(REINFORCED CONCRETE
SUITABLE MATERIAL
EXCAVATED FROM
WATER MAIN TRENCH
UNLESS OTHERWISE
SPECIFIED
WATER MAIN
GRANULAR
2" MIN. UNDERCUT
FOR CAST IRON PIPE
MATERIAL
CLASS II
SUITABLE MATERIAL EXCAVATED
FROM WATER MAIN TRENCH UNLESS
OTHERWISE SPECIFIED
WATER MAIN
PAVEMENT
SUBBASE
(AS CALLED FOR ON PLANS)
SUBGRADE
UNDISTURBED EARTH ( REINFORCED
CONCRETE WATER MAIN ONLY )
BACK OF CURB OR
EDGE OF SHOULDER
WATER MAINS
NOT UNDER ROADBED
OR DRIVE
WATER MAINS UNDER ROADBED OR DRIVE
OR WITHIN INFLUENCE OF ROADBED OR DRIVE
TYPICAL TRENCH SECTIONS
NOT TO SCALE
TRENCH DETAIL-F TRENCH DETAIL-G
WATER MAIN ONLY )
CUT FOR CAST
2" MIN. UNDER-
IRON PIPE
LIMITS OF PAVEMENT REMOVAL
WHEN WATER MAIN IS PLACED
UNDER EXISTING PAVEMENT
6' M
IN
C O
VE
R
PLACE FLEXIBLE COUPLING
( FERNCO OR APPROVED EQUAL )
SANITARY SEWER LEAD
REPLACEMENT SHALL BE
P.V.C. (SDR 23.5)
LIMITS OF MEASUREMENT &
PAYMENT FOR REPLACEMENT
PROP. 12" PVC WATER MAIN
( ABOVE SAN. SEWER LEAD )
EXTEND STANDARD BEDDING
TO 6" BELOW SEWER LEAD.
SELECT GRANULAR MATERIAL
( C.I.P. ) - TYP.
PLACE FLEXIBLE COUPLINGS
( FERNCO OR APPROVED EQUAL )
PROP. 12" PVC WATER MAIN
( BELOW SAN. SEWER LEAD )
EXTEND STANDARD BEDDING
TO 6" ABOVE SEWER LEAD.
NOT TO SCALE
TYPICAL SANITARY SEWER
" M
IN
" M
IN
LEAD REPAIR
WATER MAIN
DETAILS
DBK SJC NOVEMBER 2023
NOT TO SCALE
15 30 60
7-18-2022 EGLE REVIEW
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2023, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
02_DTLS--12/28/2023 10:07:28 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.
"A"
"C
BB
12" MIN. TYP.
"A"
"B
THRUST BLOCK DIM'S.
A
42"
B
42"
C
36"
TYPICAL TRANSITION FROM DUCTILE IRON TO HDPE
NOT TO SCALE
SECTION B-B
4" CLASS II BEDDING AND
BACKFILL COMPACTED TO
95% IT'S MAX. UNIT WEIGHT
7 ELECTRO-FUSED FLEX
RESTRAINT SADDLES
D.I. PIPE
NEW HDPE PIPE
CLASS II BEDDING AND
BACKFILL COMPACTED TO 95%
IT'S MAX. UNIT WEIGHT
POUR ANCHOR THRUST BLOCK
A MIN. OF 12" INTO
UNDISTURBED EARTH
(3500 P.S.I. CONCRETE)
HDPE M.J. ADAPTOR WITH
S.S. STIFFENER BUTT-FUSED
TO WALL ANCHOR
NEW D.I. SLEEVE (M.J.)
ELECTRO-FUSED FLEX RESTRAINTS#6 @ 9" BARS EACH WAY
WITH 3" MIN. COVER TYP.
NOTES:
1. AT CROSSING, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
2. THE MAXIMUM ALLOWABLE LEAKAGE FOR FUSED PORTIONS OF PIPE IS ZERO.
3. MAINTAIN A MINIMUM 18" VERTICAL CLEARANCE BETWEEN CROSSING UTILITIES AND PROPOSED WATER MAIN AT ALL CROSSINGS.
4. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE IN THE EXISTING DITCHES DURING WATERMAIN REPLACEMENT.
5. ANY BLOCKED CULVERTS DUE TO CONSTRUCTION WORK NEED TO BE CLEANED AND MAINTAINED.
6. THE CONTRACTOR NEED TO PROVIDE PROVISIONS ON MEANS OF PROTECTING CULVERTS AND DITCH LINE CROSSINGS BEFORE STARTING THE WORK.
7. THE CONTRACTOR NEED TO MAKE SURE ALL HYDRANTS' DRAIN OUTLETS / WEEP HOLES ARE PLUGGED AFTER INSTALLATION.
8. NO KNOWN SOURCES OR EVIDENCE OF CONTAMINATION (HYDROCARBONS, VOCS, ETC.) IN THE PROPOSED PROJECT AREA.
Driveway, HMA, 4 inch
Aggregate Base, 6 inch
BITUMINOUS BOND COAT
SS-1h @ 0.15 GAL./SY
(BETWEEN LIFTS)
EXIST. THICKNESS MAY VARY,
PLACE HMA IN LIFTS NOT TO
EXCEED MAX. APPLICATION RATE
W.M. TR DET G
MDOT CL II
COMPACTED TO
95% OF ITS MAX.
UNIT WEIGHT
SAWCUT FULL DEPTH TO
PROVIDE A SMOOTH BUTT JOINT
HMA PAVEMENT CROSS SECTION
NOT TO SCALE
6' (MIN.)
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
S
TA
6+
.9
1.
° H
O R
IZ
B
EN
D
T /P
IP
E
2.
S
TA
5+
.1
D
EF
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C
TI
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/P
IP
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2.
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
.1
E X
.4
T/
PI
PE
.7
E X
.6
T/
PI
PE
.2
E X
.1
T/
PI
PE
.7
E X
.5
T/
PI
PE
.2
E X
.5
T/
PI
PE
.6
E X
.1
T/
PI
PE
.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
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, 2023, 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--12/12/2023 9:20:33 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
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
EE
)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. Aggregate Surface Cse, 6 inch 60 Syd
2. Water Main, Abandon, 12 inch 336 Ft
3. Fire Hydrant Assembly 1 Ea
4. Gate Valve and Box, 8 inch 1 Ea
5. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 272 Ft
6. Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G 12 Ft
7. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det 69 Ft
8. Gate Well, Abandon 1 Ea
9. Water Serv, Transfer 1 Ea
10. Water Main Connection, 8 inch 1 Ea
11. Water Main Connection, 12 inch 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
Water Main, 12 inch, Cut and Plug
13. Water Main, 12 inch, Cut and Plug 1 Ea
12. Shld. Cl II, 6 inch 60 Syd.
G
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
0.
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
2.
S
TA
8+
.4
5°
B
EN
D T
/P
IP
E
0.
S
TA
0+
.4
5°
B
EN
D T
/P
IP
E
0.
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+
.1
5°
B
EN
D T
/P
IP
E
0.
Steel Casing Pipe, 24 inch, Jacked in Place AND Water Main, PVC (c-900 DR 14), 12 inch
BOT 9'x10' STM 579.97
TOP 12" WM 578.00
E X
.1
T/
PI
PE
.3
E X
.8
T/
PI
PE
.1
E X
.3
T/
PI
PE
.0
E X
.1
T/
PI
PE
.0
E X
.7
T/
PI
PE
.0
E X
.6
T/
PI
PE
.0
E X
.9
T/
PI
PE
.0
E X
.9
T/
PI
PE
.0
E X
.0
T/
PI
PE
.1
E X
.2
T/
PI
PE
.3
E X
.8
T/
PI
PE
.7
E X
.4
T/
PI
PE
.2
E X
.1
T/
PI
PE
.7
E X
.7
T/
PI
PE
.2
E X
.1
T/
PI
PE
.7
ST
A
. 1 7+
.0
T/
PI
PE
.0
G
VW
R
IM
.8
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
Water Main, PVC (C-900 DR 14) 12 inch Tr Det G
Refer to "WATER MAIN LOWERING DETAIL" on sheet 2
ST
A
. 2 0+
.0
T/
PI
PE
.0
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.
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, 2023, 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--12/12/2023 9:21:37 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)
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. Aggregate Surface Cse, 6 inch 60 Syd
2. Gate Well, Abandon 2 Ea
3. Hydrant, Rem 2 Ea
4. Water Main, Abandon, 12 inch 734 Ft
5. Fire Hydrant Assembly 1 Ea
6. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 298 Ft
7. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G 310 Ft
8. Water Main, PVC (C-900 DR 14), 12 inch, Bore 75 Ft
9. Steel Casing Pipe, 24 inch, Jacked in Place 75 Ft
10. Shld. Cl II, 6 inch 280 Syd
11. Gate Valve and Box, 12 inch 2 Ea
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'
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
12. Sidewalk, Rem 100 Syd
13. Sidewalk, Conc, 4 inch 900 Sft
14. Storm Sewer Remove and Replace 50 Ft
, Bore
BORE AND JACK PIT
BORE AND JACK PIT
50 Ft - Storm Sewer Remove and Replace
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
7+
.9
1.
° H
O R
IZ
B
EN
D
T /P
IP
E
2.
S
TA
0+
.0
(1 2" x6
TE
E)
T /P
IP
E
4.
BOT 12" STM 593.49
TOP 12" WM 591.97
S
TA
5+
.6
D
EF
LE
C
TI
O
N T
/P
IP
E
1.
ST
A
. 2 6+
.8
T/
PI
PE
.8
G
VW
R
IM
.8
S
TA
7+
.0
D
EF
LE
C
TI
O
N T
/P
IP
E
1.
S
TA
0+
.2
D
EF
LE
C
TI
O
N T
/P
IP
E
4.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.1
T/
PI
PE
.7
E X
.6
T/
PI
PE
.1
E X
.4
T/
PI
PE
.0
E X
.8
T/
PI
PE
.4
E X
.3
T/
PI
PE
.9
E X
.8
T/
PI
PE
.8
E X
.6
T/
PI
PE
.7
E X
.2
T/
PI
PE
.6
E X
.1
T/
PI
PE
.1
E X
.5
T/
PI
PE
.6
E X
.1
T/
PI
PE
.1
E X
.2
T/
PI
PE
.6
E X
.5
T/
PI
PE
.1
E X
.5
T/
PI
PE
.6
E X
.7
T/
PI
PE
.6
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 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, 2023, 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--12/12/2023 9:23:12 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
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. Aggregate Surface Cse, 6 inch 50 Syd
2. Aggregate Base, 6 inch 110 Syd
3. Gate Well, Abandon 2 Ea
4. Gate Box, Abandon 1 Ea
5. Hydrant, Rem 1 Ea
6. Curb and Gutter, Rem 61 Ft
7. HMA Surface, Rem 110 Syd
8. HMA, 5EML 25 Ton
9. HMA, 4EML 25 Ton
10. HMA, 2EML 50 Ton
11. Curb and Gutter, Conc, Det F4 61 Ft
12. Water Main, Abandon, 8 inch 51 Ft
13. Water Main, Abandon, 12 inch 694 Ft
14. Fire Hydrant Assembly 2 Ea
15. Gate Valve and Box, 8 inch 1 Ea
16. Gate Valve and Box, 12 inch 1 Ea
18. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 651 Ft
19. Water Main, PVC (C-900 DR 14), 8 inch, Tr Det F 33 Ft
20. Water Main, PVC (C-900 DR 14), 8 inch, Tr Det G 29 Ft
21. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det G 47 Ft
22. Water Main Connection, 8 inch 1 Ea
23. Water Main, 8 inch, Cut and Plug 1 Ea
24. Shld, Cl II, 6 inch 40 Syd
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
Gate Box, Abandon
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
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
)30
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
Water Serv, Transfer
Water Serv, Transfer 1 Ea
160 Syd
160 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
5.
S
TA
2+
.8
D
EF
LE
C
TI
O
N T
/P
IP
E
4.
S
TA
5+
.8
D
EF
LE
C
TI
O
N T
/P
IP
E
5.
Water Main, HDPE, SDR-11, 12 inch, Directional Drill
E X
.7
T/
PI
PE
.6
E X
.3
T/
PI
PE
.5
E X
.5
T/
PI
PE
.5
E X
.6
T/
PI
PE
.4
E X
.0
T/
PI
PE
.4
E X
.0
T/
PI
PE
.6
E X
.2
T/
PI
PE
.8
E X
.7
T/
PI
PE
.0
E X
.9
T/
PI
PE
.2
E X
.1
T/
PI
PE
.4
E X
.2
T/
PI
PE
.3
E X
.1
T/
PI
PE
.1
E X
.7
T/
PI
PE
.9
E X
.3
T/
PI
PE
.7
E X
.0
T/
PI
PE
.4
ST
A
. 3 3+
.9
T/
PI
PE
.8
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, 2023, 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--12/12/2023 9:25:14 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
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
Water Serv, Transfer
Water Serv, Transfer Water Serv, Transfer
7. Water Serv, Transfer 3 Ea
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
3.
S
TA
8+
.0
D
EF
LE
C
TI
O
N T
/P
IP
E
4.
S
TA
3+
.5
5°
B
EN
D T
/P
IP
E
2.
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
.0
T/
PI
PE
.4
E X
.6
T/
PI
PE
.2
E X
.5
T/
PI
PE
.1
E X
.3
T/
PI
PE
.0
E X
.1
T/
PI
PE
.8
E X
.1
T/
PI
PE
.7
E X
.0
T/
PI
PE
.6
E X
.1
T/
PI
PE
.5
E X
.3
T/
PI
PE
.3
E X
.0
T/
PI
PE
.2
E X
.5
T/
PI
PE
.1
E X
.3
T/
PI
PE
.0
E X
.1
T/
PI
PE
.9
E X
.8
T/
PI
PE
.5
E X
.6
T/
PI
PE
.3
ST
A
. 4 1+
.0
T/
PI
PE
.5
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, 2023, 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--12/12/2023 9:25:52 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
+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 1 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
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
Water Serv, Transfer Water Serv, Transfer
2 Ea
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
.6
T/
PI
PE
.3
E X
.5
T/
PI
PE
.1
E X
.3
T/
PI
PE
.9
E X
.0
T/
PI
PE
.7
E X
.4
T/
PI
PE
.4
E X
.3
T/
PI
PE
.4
E X
.2
T/
PI
PE
.7
E X
.2
T/
PI
PE
.1
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, 2023, 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--12/12/2023 9:27:48 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. Gate Well, Rem 1 Ea
4. Water Main, Abandon, 16 inch 22 Ft
5. Water Main, Abandon, 12 inch 381 Ft
6. Fire Hydrant Assembly 1 Ea
7. Butterfly Valve & Well, 16 inch 1 Ea
8. Gate Valve and Box 1 Ea
9. Water Main, HDPE, SDR-11, 12 inch, Directional Drill 69 Ft
10. Water Main, PVC (C-900 DR 14), 12 inch, Tr Det F 291 Ft
11. Water Main, PVC (C-900 DR 14), 16 inch, Tr Det F 11 Ft
12. Water Main Connection, 12 inch 1 Ea
13. Water Main Connection, 16 inch 1 Ea
14. Water Main, 12 inch, Cut and Plug 1 Ea
15. Water Main, 16 inch, Cut and Plug 1 Ea
16. Sidewalk, Conc, 4 inch 1,315 Sft
17. Curb Ramp, Conc, 4 inch 575 Sft
18. Curb Ramp, Conc, 8 inch 100 Sft
19. Detectable Warning Surface 10 Ft
Shld, Cl II, 6 inch 40 Syd
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
, 12 inch
Shld, Cl II, 6 inch 40 Syd
Water Main, Dl, 16 inch, Tr Det F
20. Gate Well Cover, Clinton Twp 1 Ea
B.M.#855
B.M.#856
10+00
11+00
12+00
13+00 14+00
15+00
16+00
Lg
SdA
SdA
SdA
MnA
MnA
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
CLINTON
CONSOLIDATED
NO 1 KUKUK
Sn
Sn
MnA
MnA
MnA
B.M.#859
B.M.#150
24+00 25+00
26+00 27+00
28+00 29+00
30+00
MnA
MnA
MnA
SESC PLAN
STA. 10+00 TO STA. 30+50
DBK SJC NOVEMBER 2023
1" = 30'
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2023, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
09_SESC--12/12/2023 8:13:22 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(76' WIDE) CLINTON RIVER ROAD
(66' WIDE)
M
IL
E
R O
A D
(1
' W
ID
E)
M
ATCH LINE STA.
(SEE SHEET )
16+50
M
AT
CH
L
IN
E
ST
A.
(S
EE
S
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
ATC
H
LIN
E STA.
(SEE SH
EET )
30+50
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
STORM CATCH BASIN (FIELD)
STORM CATCH BASIN (PAV'T.)
EXIST. STORM CATCH BASIN (FIELD)
EXIST. STORM CATCH BASIN (PAV'T.)
INLET FILTER
STORM MAN HOLE
LIMITS OF DISTURBANCE
LEGEND
EXIST. STORM MAN HOLE
B.M.#860
31+00 32+00 33+00 34+00 35+00 36+00 37+00
MnA
MnA
B.M.#862
B.M.#152
37+00
38+00
39+00 40+00 41+00
42+00 43+00
44+00
MnA
MnA
SdA
SdA
B.M.#863
B.M.#153
45+00 46+00 47+00
48+00
32+00 33+00 34+00
35+00
35+72
SdA
SdA
SESC PLAN
STA. 30+50 TO STA. 48+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, 2023, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
10_SESC--12/12/2023 8:13:41 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
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
M
AT
CH
L
IN
E
ST
A.
(S
EE
S
+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
CLINTON RIVER ROAD
(66' WIDE)
CLINTON RIVER ROAD
(66' WIDE)
ROMEO PLANK ROAD
(66' WIDE)
STORM CATCH BASIN (FIELD)
STORM CATCH BASIN (PAV'T.)
EXIST. STORM CATCH BASIN (FIELD)
EXIST. STORM CATCH BASIN (PAV'T.)
INLET FILTER
STORM MAN HOLE
LIMITS OF DISTURBANCE
LEGEND
EXIST. STORM MAN HOLE
SESC DETAILS
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, 2023, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
11_SESC_DTLS--12/12/2023 8:13:53 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.
SOIL EROSION AND SEDIMENTATION
CONTROL NOTES AND MAINTENANCE NOTES
1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF
ACT 451 OF 1994, AS AMENDED. THE SOIL EROSION AND SEDIMENTATION
CONTROL ACT AND THE MACOMB COUNTY SOIL EROSION AND
SEDIMENTATION CONTROL ORDINANCE.
2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE MACOMB COUNTY PUBLIC
WORKS OFFICE.
3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE
CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE
AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN
MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, AND PONDS.
4. STAGING THE WORK WILL BE DONE BY THE LANDOWNER OR LANDOWNER'S
REPRESENTATIVE AS DIRECTED IN THESE PLANS AND AS REQUIRED TO
ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.
5. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL BE
RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION
AND SEDIMENTATION CONTROL DEVICES.
6. THE LANDOWNER OR LANDOWNER'S REPRESENTATIVE SHALL IMPLEMENT
AND MAINTAIN THE SOIL EROSION CONTROL MEASURES AS SHOWN ON THE
PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON THIS
PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION CONTROL
MEASURES DUE TO CONSTRUCTION OR CHANGED CONDITIONS SHALL BE
COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY
PUBLIC WORKS OFFICE.
7. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE
OR INEFFECTIVE, THE MACOMB COUNTY PUBLIC WORKS OFFICE SESC
DIVISION HAS THE RIGHT TO REQUIRE ADDITIONAL SESC MEASURES AT THE
EXPENSE OF THE LANDOWNER.
8. INSTALL CRUSHED CONCRETE ACCESS DRIVE PLACED ON GEOTEXTILE
FABRIC AS INDICATED ON THE PLAN. THE ACCESS DRIVE MUST BE A
MINIMUM OF 30' X 50' X 8".
A. NEW LAYERS OF CRUSHED CONCRETE WILL BE ADDED AS OLD LAYERS
BECOME COMPACTED.
9. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL
AREAS AS NECESSARY.
A. SILT FENCE SHALL BE INSTALLED PER DETAIL.
B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT
ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE.
C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO
THE END OF EXPECTED USABLE LIFE AND THE BARRIER IS STILL
REQUIRED, THE SILT FENCE SHALL BE REPLACED PROMPTLY.
D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS,
WITHIN 24 HOURS OF RAINFALL AND DAILY DURING A PROLONGED RAIN
EVENT. REQUIRED MAINTENANCE SHALL BE PROVIDED PROMPTLY.
10. INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.
A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS,
WITHIN 24 HOURS OF A RAINFALL, AND DAILY DURING A PROLONGED RAIN
EVENT.
B. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.
C. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF
EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE
FABRIC SHALL BE REPLACED PROMPTLY.
11. INSTALL DRAIN GUARD ON ALL YARD CATCH BASINS PER DETAIL. SEED OR
SOD THE AREA BETWEEN THE SILT FENCE AND THE INLET.
A. DRAIN GUARDS SHALL BE INSPECTED WEEKLY UNDER NORMAL
CONDITIONS, WITHIN 24 HOURS OF RAINFALL, AND DURING A PROLONGED
RAIN EVENT.
B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT
ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE.
C. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF
EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT
FENCE SHALL BE REPLACED PROMPTLY.
12. INLET SEDIMENT TRAPS AND ALL DITCH SEDIMENT TRAPS SHALL BE
INSPECTED DAILY. THE SEDIMENT PITS SHALL BE CLEANED OUT WHEN HALF
FULL, OR AS DIRECTED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE.
13. ALL STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO
PREVENT EROSION FROM LEAVING THE SITE. IF THE STOCKPILE WILL BE ON
SITE FOR MORE THAN 30 DAYS, THE STOCKPILE MUST BE SEEDED. SILT
FENCE MUST BE INSTALLED AROUND THE PERIMETER OF THE STOCKPILE.
14. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH
UNWEATHERED SMALL GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF
1-1/2 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER 1000 SQUARE
FEET. THIS MULCH SHOULD BE ANCHORED WITH DISC TYPE MULCH
ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE MACOMB
COUNTY PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF
LOOSE MULCH.
15. IF ANY DEWATERING IS NEEDED, IT SHALL BE DISCHARGED THROUGH A
FILTER BAG OVER A WELL VEGETATED AREA. THE PUMP MUST DISCHARGE
AT A NON-EROSIVE VELOCITY. IF NECESSARY, AN APPROVED ENERGY
DISSIPATER MAY BE USED.
16. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.
17. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS
AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY THE LANDOWNER OR
LANDOWNER'S REPRESENTATIVE.
18. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR
DUST CONTROL.
19. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES,
CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE
COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE
FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE
TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER EARTH CHANGE
HAS BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE HAS BEEN
COMPLETED OR WHERE SIGNIFICANT EARTH CHANGES ACTIVITY CEASES,
TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED
IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE
MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE
IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES WILL
BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF
COMPLIANCE IS ISSUED.
20. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL
DISTURBED AREAS NOT BUILT OR PAVED UPON.
21. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT
STABILIZATION IS ESTABLISHED.
NAME OF & DISTANCE TO NEAREST WATERCOURSE: KUKUK DRAIN - ONSITE
TOTAL ACRES DISTURBED = 0.53 ACRES
STANDARD OVERFLOW
FEATURE
STAINLESS STEEL
BAND & LOCK
HANDLES
FOR EASY
REMOVAL
EXIST. CATCH BASIN
OR INLET WALL
EXIST. CATCH BASIN
OR INLET
BAG & FRAME INLET PROTECTOR
(SESC-2)
INSTALLATION DETAILS
FRONT VIEW PLAN VIEW
REUSABLE STEEL FRAME
REPLACEABLE
REINFORCED
FILTER BAGS
SILT FENCE WITH SUPPORT FENCE
(SESC-5)
SUPPORT FENCE
SILT FENCE JOINT
SECTION B-B A
A
FENCE POSTS
SHEET FLOW
COMPACTED EARTH
SHEET FLOW
SPACING 6' MAX.
6" ANCHOR TRENCH
GEOTEXTILE FILTER FABRIC
FENCE POSTS DRIVEN
INTO GROUND 1' MIN.
1' MIN.
SUPPORT FENCE
PLAN VIEW
FRONT VIEW
SECTION A-A
UNDISTURBED
VEGETATION
1' MIN
GEOTEXTILE FILTER FABRIC
FASTENED ON UPHILL SIDE,
TOWARDS EARTH DISRUPTION
RIDGE OF COMPACTED EARTH
ON UPHILL SIDE OF FILTER
FABRIC SHEET FLOW
6" X 6" ANCHOR TRENCH
SECTION B-B
SILT FENCE A
SILT FENCE B
SILT FENCE JOINT
COUPLER
FABRIC TO BE WRAPPED
AROUND FENCE POSTSILT FENCE A
SILT FENCE B
GEOTEXTILE FILTER
FABRIC
24 "
SELVAGED EDGE (TYP.)
UNDISTURBED VEGETATION
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
TRAFFIC
CONTROL PLAN
FOR WATER MAIN
BORE AND JACK
DBK SJC NOVEMBER 2023
1" = 30'
15 30 60
0242-0353
CLINTON RIVER
ROAD WATER MAIN
REPLACEMENT
CLINTON TOWNSHIP
SHEET TITLE:
COPYRIGHT, 2023, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
12_TCP--12/12/2023 8:14:06 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.
CLINTON RIVER ROAD
(66 ' W
IDE)
CLINTON RIVER ROAD
(66' WIDE)
10'
100'
(TAPER ROAD TO SHOULDER
100'
50'
Plastic Drum - 10' Spacing
CONCRETE BARRIERS
REQUIRED ALONG WORK ZONE
Impact Attenuator Sand Barrels - 3 Ea.
LEFT
SHOULDER
CLOSED
W21-5a
WORK
ROAD
W20-1
AHEAD
SPACED AT 400' (TYP.)
BEGINS
WORK
ZONE
R5-18c
LEFT
SHOULDER
CLOSED
W21-5a
WORK
ROAD
W20-1
AHEAD
SPACED AT 400' (TYP.)
PLACE SIGN AT
STATION 20+80
PLACE SIGN AT
STATION 24+80
PLACE SIGN AT
STATION 28+80
PLACE SIGN AT
STATION 16+50
PLACE SIGN AT
STATION 12+50
PLACE SIGN AT
STATION 8+50
BEGINS
WORK
ZONE
R5-18c
ROAD WORK
END
G20-2
ROAD WORK
END
G20-2
PLACE SIGN AT
STATION 16+00
PLACE SIGN AT
STATION 28+80
WESTBOUND CLINTON RIVER RD
EASTBOUND CLINTON RIVER RD
PROPOSED WORK ZONE
FOR BORE & JACK WORK
(CROSS-HATCHED AREA)
ALL WORK SHOWN ON THIS PLAN ALONG WITH ALL
OTHER TRAFFIC CONTROL NEEDS FOR THIS PROJECT
SHALL BE PAID AS PART OF THE "TRAFFIC CONTROL
AND MAINTENANCE" CONTRACT PAY ITEM.
Developed For:
Project:
Sheet:
Scale:
Date:
ISSUE:DATE:
GENERAL WATERMAIN NOTES
NEW TEE ON EXISTING MAIN
STANDARD BEDDING
"L" TYPE CONNECTION
ANCHORAGE FOR VERTICAL BENDS
CONCRETE THRUST BLOCK FOR BENDS
"T" TYPE CONNECTION
CONCRETE THRUST BLOCK FOR TEES
FIRE HYDRANT GUARD POSTS
CHARTER TOWNSHIP
OF CLINTON
40700 ROMEO PLANK ROAD
CLINTON TOWNSHIP, MI 48038
(586) 286-8000
CHARTER TOWNSHIP
OF CLINTON
WATER MAIN (1 OF 2)
STANDARD DETAILS
CHARTER TOWNSHIP OF CLINTON
MACOMB COUNTY
MICHIGAN
07.24.2015 N.T.S.
W-1
TYPICAL GATE WELL PLAN
CONCRETE THRUST BLOCKS FOR
PLUGS & CAPS
TYPICAL TAPPING SLEEVE
VALVE & WELL PLAN
16"x8", 12"x8", 8"x8" TAPPING SLEEVE, VALVE & WELL
(B-B)
16"X12", 12"X12" TAPPING SLEEVE, VALVE & WELL
(B-B)
CASTING DETAIL
6" - 8" & 12" GATE WELL
(A-A)
16" GATE WELL
(A-A)
1040C COVER
T-2-N R-13-E
VERTICAL ADJUSTMENT OF EXISTING WATER MAIN
Charter
Township of Clinton
09.10.2018 DETAIL SHEET REVISIONS
Developed For:
Project:
Sheet:
Scale:
Date:
ISSUE:DATE:
CHARTER TOWNSHIP
OF CLINTON
40700 ROMEO PLANK ROAD
CLINTON TOWNSHIP, MI 48038
(586) 286-8000
CHARTER TOWNSHIP
OF CLINTON
WATER MAIN (2 OF 2)
STANDARD DETAILS
CHARTER TOWNSHIP OF CLINTON
MACOMB COUNTY
MICHIGAN
07.24.2015 N.T.S.
W-2
T-2-N R-13-E
Charter
Township of Clinton
PLASTIC WATER MAIN TRACER WIRE INSTALLATION
PLASTIC WATER SERVICE TRACER WIRE INSTALLATION
PLASTIC WATER MAIN TRACER WIRE
END TO END SPLICE CONNECTION
PLASTIC WATER SERVICE TRACER
WIRE TAP SPLICE CONNECTION
TRACER WIRE NOTES
TRACER WIRE WATER MAIN PLAN
TYPICAL GATE WELL
(A-A)
SEWER MANHOLE - PLAN VIEW
09.10.2018 DETAIL SHEET REVISIONS
DET-PAV-1.dgn 04/03/2018 2:53:04 PM
FRAME & COVER
( PER PLAN)
POLYPROPYLENE (OR APPROVED
EQUAL) FACTORY INSTALLED
STEPS, 16 " O.C. BOTTOM STEP
MAX. 24" ABOVE FLOOR.
MIN. 6" - MAX. 18" ADJUSTMENT
CONCRETE CRADLE PER
M.C.P.W.C. SPECS.
(DETAIL 1-B)
48" MIN.
DIAMETER
48" & UP
HORIZ. DIMENSION
ROUND OR ELLIPTICAL PIPE
INTEGRALLY CAST MANHOLE TEE
CIRCULAR PIPE-A.S.T.M. SPEC
C76 CLASS 4
ELLIPTICAL PIPE-A.S.T.M. SPEC
C507 HE CLASS 4
PRECAST ECCENTRIC CONE &
MANHOLE RISER SECTION-
A.S.T.M. SPEC C478
PLACE FRAME IN FULL
BED OF MORTAR.
STORM SEWER TEE MANHOLE
DETAIL 1-C
6" min.
1 ft min.
degree
Placed against undisturbed soil.
GRADE
1/4
Pts.
BACKFILL
BEDDING
1 ft. min.
Placed against undisturbed soil.
GRADE
1/4 Pts.
CONCRETE LINE
OF PIPE
CRADLE
BACKFILL
Grade C Concrete
(2500 P.S.L.) Dry Mix.
Grade C Concrete
(2500 P.S.L.) Dry Mix or Poured
Cradle must be for the entire length of the item(s) when required.
(See Bedding Requeriments-Section 5 A.)
DETAIL 1-B
BEDDING
CONCRETE CRADLE
IN-LINE STORM SEWER MANHOLE
POLYPROPYLENE (OR APPROVED EQUAL)
FACTORY INSTALLED STEPS, 16" O.C.
BOTTOM STEP MAX. 24 " ABOVE FLOOR
BRICK, CONCRETE BLOCK
OR PRECAST.
POURED CONCRETE FILLET
(2500 P.S.I.)
48"
60"
PRECAST "T"
30" OR LESS
48" & LARGER
36" TO 42"
MH DIA IF NOT
ON PLAN
SEWER PIPE
SIZE (I.D.)
PLACE FRAME IN FULL
BED OF MORTAR.
FRAME & COVER
( PER PLAN)
MIN. 6" - MAX. 18" ADJUSTMENT
T
O
D
E P
T H
W
A L
L
T
H I C
K N
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S
A
N D
V E
R
W
A L
L
T
H I C
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S
4"
DETAIL 1-D
# 4 BARS AT 12" EACH WAY
OUTSIDE MUST BE PLASTERED
WITH MORTAR
48" MIN. DIA.
26" MIN.
PRECAST OR POURED CONC. BASE 2500 P.S.I. AT 28 DAYS (IF
PRECAST IS USED PLACE 2" MIN. SAND SUB-BASE)
JUNTION, TURN OR DROP MANHOLE
POLYPROPYLENE (OR APPROVED EQUAL)
FACTORY INSTALLED STEPS, 16" O.C.
BOTTOM STEP MAX. 24 " ABOVE FLOOR
BRICK, CONCRETE BLOCK
OR PRECAST.
POURED CONCRETE FILLET
(2500 P.S.I.)
PRECAST OR POURED CONC. BASE 2500 P.S.I. AT 28 DAYS (IF
PRECAST IS USED PLACE 2" MIN. SAND SUB-BASE)
48" MIN. DIA.
26" MIN.
PLACE FRAME IN FULL
BED OF MORTAR.
FRAME & COVER
( PER PLAN)
MIN. 6" - MAX. 18" ADJUSTMENT
T
O
D
E P
T H
W
A L
L
T
H I C
K N
E S
S
A
V E
R
W
A L
L
T
H I C
K N
E S
S
M
I N
DETAIL 1-DD
# 4 BARS AT 12" EACH WAY
OUTSIDE MUST BE PLASTERED
WITH MORTAR
26" MIN.
4" MIN
4" MIN
INSIDE DIAMETER
(8' MAX.)
12" MIN
PRECAST FLAT-TOP 2500 P.S.L. MIN
8" THICK WITH REINFORCEMENT
(#4 BARS AT 8" O.C.)
MANHOLE REQUERING A DIAMETER
GREATER THAN 8' MUST BE A SPECIAL
STRUCTURE APPROVED BY THIS OFFICE.
DETAIL 1-Z.4
Table 8.02-3 Grading Requirements for Granular Materials 1990
MATERIAL
Class I
SIEVE ANALYSIS (ASTM C 136)
TOTAL PERCENT PASSING (a)
6" 3"
2" 1"
1/2" 3/8" No. 4 No. 30
No. 100
Lost by
Washing (a)
150 mm 75 mm 50 mm 25 mm 12.5 mm
9.5 mm 4.75 mm 0.60 mm
0.150 mm
Percent
0-5
0-30
(a) Based on dry weights.
Class II(b)
Class IIA(b)
Class III
95-100
60-100
60-100 0-35
5-30 20-8545-85
0-10(c)
0-15(c)
0-7(c)
(b) Except for use in Granular Blankets. Class IIA granular material may be substituted for Class II granular material for projects located in the following counties. Arenac, Bay, Genesee, Gladwin, Huron, Lapeer,Macomb, Midland, Oakland, Saginaw, Sanilac, Shawassee, St. Clair, Tuscola, and Wayne counties.
(c) To be determinated on that portion of the sample which passes the 1 inch sieve.
DETAIL 1-Z.3
MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS
SUPPLEMENTAL SPECIFICATION FOR UTILITY TRENCH BACKFILL
a. Description.- This work shall consist of backfilling trenches where called for on the plans with a porous bedding material in accordance with the typical trench sections shown on Standard Plan IV-83 Series. Granular Material Class IIIA for use as trench backfill may also consist of crushed concrete.
b. Material.- The porous bedding materials for backfilling sewer trenches shall be Granular Material Class IIIA and shall meet the requirements specified in Subsection 8.02.06 of the 1990 Standard Specifications with the following additions:
The following material is hereby added to Table 8.02-3:
5.12 (3c) 1 of 1 10-10-90
FHWA Aprroval 04-25-91
MATERIAL
Class IIIA
SIEVE ANALYSIS (ASTM C 136)
TOTAL PERCENT PASSING (a)
6" 3"
2" 1" 1/2" 3/8" No. 4
No. 30
No. 100
Lost by
Washing (a)
150 mm 75 mm 50 mm 25 mm 12.5 mm
9.5 mm 4.75 mm
0.60 mm
0.150 mm Percent
0-15 0-30
(a) Based on dry weights.
The following sentence is hereby added at the end of the first paragraph:
Granular Material Class IIIA for use as trench backfill may also consist of crushed concrete.
c. Construction Methods.- Trenches shall be backfilled and compacted in accordance with the methods specified under Backfilling.
Subsection 5.13.08, of the 1990 Standard Specifications, except the third paragraph is hereby deleted and is replaced with the following paragraph:
Backfill for sewer within the limits of the roadbed as shown on the plans or as directed by the Engineer shall be Granular Material as shown on the plans and shall be compacted to 95 percent of Maximum Unit Weight.
d. Measurement and Payment.- The completed work as measured for UTILITY TRENCH will not be paid for separately. Payment for such work will be considered as having been included in the contract unit prices bid for pay items in the contract.
DETAIL 1-Z.1
ROAD R.O.W. UTILITY TRENCH
TYPE B
Bedding and Backfill of pipe within the Road R.O.W. must meet the requirements of MDOT as specified in the MDOT Standards
IV-83G TYPE B Utility Trench dated 10-22-91. (See Detail 1-Z.2)
Class IIIA material shall be as defined by MDOT Supplemental Specifications for Utility Trench dated 4-25-91. (See Detail 1-Z.3)
Class III Granular Material shall consist of sand which meets the specifications described in Table 8.02-3, 1990 MDOT Standard
Specifications for Construction. (See Detail 1-Z.4)
If pea gravel is used for Class IIIA material within the Road R.O.W. a filter fabric must be placed between the Class IIIA material and
Class III material. Said filter fabric must meet requirements of MDOT Standards 8.09.02 Geotextiles. (See Detail 1-Z.5)
And acceptable alternative to using the filter fabric is to add a sand cement dry mix (Grade C-2500 P.S.I.) to the Class IIIA material within the Road R.O.W.
DETAIL 1-Z.5
8.08.17 obtain specimens of the shape and size specified for the Compression Set Test, a specimen of the largest obtainable size shall be used and the Compression Set shall not be…
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