0810-0427_Construction Bid Set_250717.pdf
PDF 37 MB Posted
- Attached to
- S. Rochester Road Water Main Replacement
- Solicitation number
- 0810-0427
- Issued by
- Oakland County, Michigan
About this file
The document is a comprehensive construction bid set for the S. Rochester Road Water Main Replacement project, prepared by Anderson, Eckstein and Westrick, Inc. for the City of Clawson in Oakland County, Michigan. The project involves replacing approximately 0.47 miles of water infrastructure, including 1,657 feet of 12-inch ductile iron water main installed via directional drilling and open cut methods. The work encompasses multiple street segments along S. Rochester Road, including Bauman Avenue, Donald Avenue, Allen Avenue, Parkland Boulevard, Grove Avenue, Gardner Avenue, and 14 Mile Road. Key construction activities include water main installation, fire hydrant assemblies, gate valve installations, water service replacements, pavement repair, sidewalk and curb ramp reconstruction, and associated traffic control measures.
The project is funded through municipal infrastructure improvement channels and includes detailed technical specifications for water main construction, soil erosion control, and site restoration. The estimated construction timeline spans from September 2025 through May 2026, with specific phases for mobilization, water main and service installation, pavement and sidewalk restoration, and removal of temporary erosion control measures. Total disturbed area is approximately 1.08 acres, and the project will involve careful coordination with existing utilities, including gas, electric, and telecommunications infrastructure. The bid documents include comprehensive technical details, traffic control plans, soil erosion and sedimentation control strategies, and specific installation requirements for water main components and related infrastructure elements.
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| SpecComplete_0810-0427_250717.pdf |
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ITEM SIZE MATERIAL LENGTH LOCATION
WATER MAIN 8" DI 22 FT CONNECTING TO THE EXISTING 8" CAST IRON WATER MAIN ON THE SOUTH SIDE OF BAUMAN AVENUE, APPROXIMATELY 100 FT. WEST OF S. ROCHESTER ROAD, THEN CONTINUING SOUTHEAST
APPROXIMATELY 22 FEET TO THE SIDEWALK ON THE SOUTH SIDE OF BAUMAN AVENUE AND A
TRANSITION TO PROPOSED 12 INCH DUCTILE IRON WATER MAIN VIA OPEN CUT METHOD.
WATER MAIN 12" DI 112 FT CONNECTING TO THE PROPOSED 8" DI WATER MAIN UNDER THE SIDEWALK ON THE SOUTH SIDE OF
BAUMAN AVENUE THEN CONTINUING EAST APPROXIMATELY 77 FEET UNDER THE SOUTHBOUND
LANES OF S. ROCHESTER ROAD THEN NORTH APPROXIMATELY 35 FEET TO A TRANSITION FROM 12" DI
WATER MAIN TO PROPOSED 12" DI WATER MAIN DIRECTIONAL DRILL VIA OPEN CUT METHOD.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
209 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN UNDER THE SOUTHBOUND LANES OF S.
ROCHESTER ROAD JUST NORTH OF BAUMAN AVENUE THEN CONTINUING NORTH VIA DIRECTIONAL
DRILL METHOD APPROXIMATELY 209 FEET TO A TRANSITION TO 12" DI WATER MAIN UNDER THE
SOUTHBOUND LANES OF S. ROCHESTER ROAD.
WATER MAIN 12" DI 34 FT CONNECTING TO THE 12" WATER MAIN DIRECTIONAL DRILL UNDER THE SOUTHBOUND LANES OF S.
ROCHESTER ROAD AND CONTINUING NORTH VIA OPEN CUT METHOD APPROXIMATELY 34 FEET TO A
TRANSITION TO 12" DI WATER MAIN DIRECTIONAL DRILL.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
129 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN UNDER THE SOUTHBOUND LANES OF S.
ROCHESTER ROAD THEN CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD APPROXIMATELY 129 FEET TO A TRANSITION TO 12" DI WATER MAIN UNDER THE SOUTHBOUND LANES OF S. ROCHESTER
ROAD.
WATER MAIN 12" DI 26 FT CONNECTING TO THE 12" WATER MAIN DIRECTIONAL DRILL UNDER THE SOUTHBOUND LANES OF S.
ROCHESTER ROAD AND CONTINUING NORTH VIA OPEN CUT METHOD APPROXIMATELY 26 FEET,
INCLUDING THE CONNECTION FROM DONALD AVENUE, TO A TRANSITION TO 12" DI WATER MAIN
DIRECTIONAL DRILL.
WATER MAIN 6" DI 28 FT CONNECTING TO THE EXISTING 6" CAST IRON WATER MAIN ALONG THE NORTH SIDE OF DONALD AVENUE APPROXIMATELY 107 FEET WEST OF S. ROCHESTER ROAD, THEN CONTINUING SOUTHEAST APPROXIMATELY 28 FEET TO A TRANSITION TO PROPOSED 8" DI WATER MAIN UNDER THE SIDEWALK
ON THE SOUTH SIDE OF DONALD AVENUE VIA OPEN CUT METHOD.
WATER MAIN 8" DI 79 FT CONNECTING TO THE PROPOSED 6" DI WATER MAIN UNDER THE SIDEWALK ON THE SOUTH SIDE OF
DONALD AVENUE THEN CONTINUING APPROXIMATELY 79 FEET EAST TO A CONNECTION TO
PROPOSED 12" DI WATER MAIN UNDER THE SOUTHBOUND LANES OF S. ROCHESTER ROAD VIA OPEN
CUT METHOD.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
345 FT CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD FROM THE CONNECTION TO 12" DI WATER MAIN
UNDER THE SOUTHBOUND LANES OF S. ROCHESTER ROAD JUST SOUTH OF DONALD AVENUE
APPROXIMATELY 345 FEET TO A TRANSITION TO 12" DI WATER MAIN.
WATER MAIN 6" DI 15 FT CONNECTING TO THE EXISTING 6" CAST IRON WATER MAIN ALONG THE NORTH SIDE OF ALLEN AVENUE APPROXIMATELY 104 FEET WEST OF S. ROCHESTER ROAD, THEN CONTINUING NORTHEAST APPROXIMATELY 15 FEET TO A TRANSITION TO PROPOSED 8" DI WATER MAIN UNDER THE SIDEWALK
ON THE NORTH SIDE OF ALLEN AVENUE VIA OPEN CUT METHOD.
WATER MAIN 8" DI 89 FT CONNECTING TO THE PROPOSED 6" DI WATER MAIN UNDER THE SIDEWALK ON THE NORTH SIDE OF ALLEN AVENUE THEN CONTINUING APPROXIMATELY 89 FEET EAST TO A CONNECTION TO PROPOSED
12" DI WATER MAIN UNDER THE SOUTHBOUND LANES OF S. ROCHESTER ROAD VIA OPEN CUT
METHOD.
WATER MAIN 12" DI 75 FT CONTINUING NORTH AND THEN NORTHWEST VIA OPEN CUT METHOD FROM THE CONNECTION TO 12"
DI WATER MAIN DIRECTIONAL DRILL UNDER THE SOUTHBOUND LANES OF S. ROCHESTER ROAD,
INCLUDING THE CONNECTION FROM ALLEN AVENUE, APPROXIMATELY 75 FEET TO A TRANSITION TO
12" DI DIRECTIONAL DRILL WATER MAIN ALONG THE WEST SIDE OF S. ROCHESTER ROAD.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
225 FT CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD FROM THE CONNECTION TO 12" DI WATER MAIN ON THE WEST SIDE OF S. ROCHESTER ROAD JUST NORTH OF ALLEN AVENUE APPROXIMATELY 225
FEET TO A TRANSITION TO 12" DI WATER MAIN.
WATER MAIN 12" DI 100 FT CONTINUING NORTH VIA OPEN CUT METHOD FROM THE CONNECTION TO 12" DI WATER MAIN DIRECTIONAL DRILL ALONG THE WEST SIDE OF S. ROCHESTER ROAD, INCLUDING THE CONNECTION FROM PARKLAND BOULEVARD, APPROXIMATELY 100 FEET TO A TRANSITION TO 12" DI DIRECTIONAL
DRILL WATER MAIN ALONG THE WEST SIDE OF S. ROCHESTER ROAD.
WATER MAIN 6" DI 18 FT CONNECTING TO THE EXISTING 6" CAST IRON WATER MAIN ALONG THE NORTH SIDE OF PARKLAND
BOULEVARD APPROXIMATELY 94 FEET WEST OF S. ROCHESTER ROAD, THEN CONTINUING
NORTHEAST APPROXIMATELY 18 FEET TO A TRANSITION TO PROPOSED 8" DI WATER MAIN UNDER THE
SIDEWALK ON THE NORTH SIDE OF PARKLAND BOULEVARD VIA OPEN CUT METHOD.
WATER MAIN 8" DI 50 FT CONNECTING TO THE PROPOSED 6" DI WATER MAIN UNDER THE SIDEWALK ON THE NORTH SIDE OF
PARKLAND BOULEVARD THEN CONTINUING APPROXIMATELY 50 FEET EAST TO A CONNECTION TO
PROPOSED 12" DI WATER MAIN ALONG THE WEST SIDE OF S. ROCHESTER ROAD VIA OPEN CUT
METHOD.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
132 FT CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD FROM THE CONNECTION TO 12" DI WATER MAIN JUST NORTH OF PARKLAND AVENUE ON THE WEST SIDE OF S. ROCHESTER ROAD APPROXIMATELY
132 FEET TO A TRANSITION TO 12" DI WATER MAIN.
WATER MAIN 12" DI 32 FT CONNECTING TO THE 12" WATER MAIN DIRECTIONAL DRILL ALONG THE WEST SIDE OF S. ROCHESTER ROAD AND CONTINUING NORTH VIA OPEN CUT METHOD APPROXIMATELY 32 FEET TO A TRANSITION
TO 12" DI WATER MAIN DIRECTIONAL DRILL.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
94 FT CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD FROM THE CONNECTION TO 12" DI WATER MAIN ON THE WEST SIDE OF S. ROCHESTER ROAD APPROXIMATELY 94 FEET TO A TRANSITION TO 12" DI
WATER MAIN JUST SOUTH OF GROVE AVENUE.
WATER MAIN 6" DI 27 FT CONNECTING TO THE EXISTING 6" CAST IRON WATER MAIN ALONG THE NORTH SIDE OF GROVE AVENUE APPROXIMATELY 161 FEET WEST OF S. ROCHESTER ROAD, THEN CONTINUING SOUTHEAST APPROXIMATELY 27 FEET TO A TRANSITION TO PROPOSED 8" DI WATER MAIN UNDER THE PAVEMENT
ON THE SOUTH SIDE OF GROVE AVENUE VIA OPEN CUT METHOD.
WATER MAIN 8" DI 112 FT CONNECTING TO THE PROPOSED 6" DI WATER MAIN UNDER THE PAVEMENT ON THE SOUTH SIDE OF
GROVE AVENUE THEN CONTINUING APPROXIMATELY 112 FEET EAST TO A CONNECTION TO
PROPOSED 12" DI WATER MAIN ALONG THE WEST SIDE OF S. ROCHESTER ROAD VIA OPEN CUT
METHOD.
WATER MAIN 12" DI 68 FT CONNECTING TO THE 12" WATER MAIN DIRECTIONAL DRILL ALONG THE WEST SIDE OF S. ROCHESTER
ROAD JUST SOUTH OF GROVE AVENUE AND CONTINUING NORTH VIA OPEN CUT METHOD
APPROXIMATELY 68 FEET, INCLUDING THE CONNECTION FROM GROVE AVENUE, TO A TRANSITION TO
12" DI WATER MAIN DIRECTIONAL DRILL.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
262 FT CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD FROM THE CONNECTION TO 12" DI WATER MAIN ON THE WEST SIDE OF S. ROCHESTER ROAD JUST NORTH OF GROVE AVENUE APPROXIMATELY 262
FEET TO A TRANSITION TO 12" DI WATER MAIN JUST SOUTH OF GARDNER AVENUE.
WATER MAIN 12" DI 170 FT CONNECTING TO THE PROPOSED 12" DI DIRECTIONAL DRILL WATER MAIN ALONG THE WEST SIDE OF
S. ROCHESTER ROAD THEN CONTINUING APPROXIMATELY 170 FEET WEST AND NORTHWEST
UNDERNEATH THE SIDEWALK ON THE SOUTH AND NORTH SIDE OF GARDNER AVENUE TO A
CONNECTION TO PROPOSED 12" DI WATER MAIN ALONG THE NORTH SIDE OF GARDNER AVENUE VIA
OPEN CUT METHOD.
WATER MAIN 8" DI 33 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN ALONG THE NORTH SIDE OF GARDNER AVENUE THEN CONTINUING WEST APPROXIMATELY 33 FEET UNDER THE SIDEWALK ON THE NORTH SIDE OF
GARDNER AVENUE TO A TRANSITION TO PROPOSED 6" DI WATER MAIN.
WATER MAIN 6" DI 19 FT CONNECTING TO THE PROPOSED 8" DI WATER MAIN UNDERNEATH THE SIDEWALK ON THE NORTH
SIDE OF GARDNER AVENUE THEN CONTINUING SOUTHWEST APPROXIMATELY 19 FEET TO A
CONNECTION TO EXISTING 6" CAST IRON WATER MAIN.
WATER MAIN 12" DI,
DIRECTIONAL
DRILL
304 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN ON THE NORTH SIDE OF GARDNER AVENUE AND CONTINUING NORTH VIA DIRECTIONAL DRILL METHOD APPROXIMATELY 304 FEET TO A CONNECTION
TO PROPOSED 12" DI WATER MAIN ALONG THE SOUTHSIDE OF E. 14 MILE ROAD.
WATER MAIN 8" DI 16 FT CONNECTING TO THE EXISTING 8" CAST IRON WATER MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD THEN CONTINUING SOUTHEAST AND THEN EAST APPROXIMATELY 16 FEET TO A CONNECTION TO PROPOSED 12" DI WATER MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD VIA OPEN CUT
METHOD.
WATER MAIN 12" DI 166 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD THEN CONTINUING APPROXIMATELY 166 FEET EAST TO A TRANSITION TO PROPOSED 8" DI WATER
MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD VIA OPEN CUT METHOD.
WATER MAIN 8" DI 16 FT CONNECTING TO THE PROPOSED 12" DI WATER MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD THEN CONTINUING APPROXIMATELY 16 FEET NORTHEAST TO A CONNECTION TO EXISTING 8" CAST
IRON WATER MAIN ALONG THE SOUTH SIDE OF E. 14 MILE ROAD VIA OPEN CUT METHOD.
WATER MAIN PERMIT No. ACT-401643
City of Clawson Oakland County, Michigan
TITLE SHEET 1
REMOVAL PLANS 4,7,10
WATER MAIN PLAN AND PROFILE 5,8,11
TRAFFIC CONTROL PLANS 17,18,19,20
W1, W2
STM1
INDEX TO SHEETS
S. Rochester Road Water Main Replacement
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
CIVIL ENGINEERS SURVEYORS ARCHITECTS
PA
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SO
N D
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CHARLEVOIX ST.
BADDER AVE.
E. 14 MILE RD.
H
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GO
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GOODALE
E. ELMWOOD AVE.
BE
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PA
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SH
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GARDNER AVE.
E. TACOMA AVE.
GARDNER AVE.
GROVE AVE.
PARKLAND BLVD.
ALLEN AVE.
DONALD AVE.
WALPER AVE.
GLADWIN AVE.
BAUMAN AVE.
W. MAPLE RD.
ANDERSON RD.
N . C
R O
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DREON DR.
SCHOOL AVE.
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W. MAPLE RD.
W. ELMWOOD AVE.
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W. BAKER AVE.
PHILLIPS AVE.
JOHN M. AVE.
BROADACRE AVE.
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BROADACRE AVE.
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JEFFERSON AVE.
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MADISON AVE.
W. TACOMA ST.
CHIPPEWA ST.
NAKOTA ST.
TECUMSEH ST.
MASSOIT ST.N
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COUNCIL AVE.
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KEY WEST DR.
HENDRICKSON BLVD.
GORDON CT.
COOLIDGE AVE.
GRANT AVE.
GOODALE AVE.
LERNER AVE.
HENDRICKSON BLVD.
E. BAKER AVE.
ROTH BLVD.
FISHER CT.
BOWERS ST. BOWERS. ST.
LE
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LINCOLN AVE.
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LEROY AVE.
PARK DR.
W. ELMWOOD AVE.
HIGHLAND AVE.
ELMSFORD DR.
ELMSFORD AVE.
N
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N . C
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CITY OF ROYAL OAK
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MICHAEL D. SMITH, P.E. No. 6201056768 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."
CITY OF CLAWSON STANDARD WATER MAIN DETAILS
CITY OF CLAWSON STANDARD STORM SEWER DETAILS
OAKLAND COUNTY WRC SOIL EROSION STANDARD DETAILS
SOIL EROSION & SEDIMENTATION CONTROL PLAN
PROJECT SITE
SIDEWALK RAMP DETAILED GRADES 14,15,16
NOTE SHEET 3
WATER MAIN LATERAL PROFILES 13
CONSTRUCTION PLANS 6,9,12
22SOIL EROSION & SEDIMENTATION CONTROL NOTES & DETAILS
MISCELLANEOUS PROJECT DETAILS 2
23, 24SOIL BORING LOGS
msmith Text Box 07-17-2025 msmith
MISCELLANEOUS
PROJECT DETAILS
ER MDS JULY 2025
AS NOTED
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_Misc_Dtls--7/16/2025 2:22:53 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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.
10.0' MIN. OR
MATCH EX DRIVE WIDTH
AT THE BACK OF WALK
EX DRIVEWAY WIDTHS VARY
3' FLARE
OR AS
DIRECTED
5.
5± 1/2" EXPANSION
JOINT FILLER
(NOT SEALED)
Driveway, Nonreinf Conc, 6 inch
1" EXPANSION JOINT FILLER
(TO BE SEALED)
(WIDTH VARIES)
CONCRETE DRIVEWAY OPENING, DETAIL "L"
INCLUDED IN UNIT PRICE BID FOR
Pavt Repr, Nonreinf Conc, 8 inch
TYPICAL CATCH BASIN STAKING DIAGRAM
NOT TO SCALE
1.75'
℄ OF C.B.
BACK OF CURB11.75'
CONSTRUCTION BASELINE
TYPICAL RESIDENTIAL DRIVEWAY DETAIL
SCALE: 1" = 4'
INTEGRAL CURB DETAIL
NOT TO SCALE
2" R.
3" R.
1' -0
2"
7 12" Pavt Repr, Nonreinf Conc, 8 inch OR Pavt Repr, Nonreinf Conc, 11 inch
5" C
U R
B
5' M
IN
C O
VE
R
SANITARY SEWER HOUSE LEAD
REPLACEMENT WITH
6" SCH 40 OR SDR 35 PVC
PROP. WATER MAIN (BELOW SAN.
SEWER LEAD) EXTEND STANDARD
BEDDING PER DETAIL
18" MIN. VERT. CLEARANCE ABOVE OR
BELOW EXIST. SAN SERVICE LATERALMEASUREMENT & PAYMENT
LIMITS OF REPAIR
EXIST. SAN. SEWER
EXIST. SAN. HOUSE LEAD
REMOVE BELL FROM EXIST. SEWER
AND PLACE FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL)
SELECT GRANULAR MATERIAL
(C.I.P.) CLASS II
PROP. WATER MAIN (ABOVE SAN. SEWER
LEAD) IF SEWER LEAD REPAIR IS REQUIRED
BELOW PROP. W.M., THEN EXTEND STANDARD
BEDDING TO 6" BELOW SEWER LEAD
VERIFY SOUNDNESS OF EXIST. UPSTREAM
SEWER LEAD AND PLACE FLEXIBLE
COUPLING (FERNCO OR APPROVED EQUAL)
Sanitary Lead Repair, 6 inch, Tr Det B
NOT TO SCALE
CONCRETE DRIVEWAY OPENING - DETAIL "M"
NOT TO SCALE
INCLUDED IN UNIT PRICE BID FOR
Pavt Repr, Nonreinf Conc, 8 inch
NOTE SHEET
GENERAL PLAN NOTES
UNDERGROUND UTILITIES
EXISTING WATER MAINS AND SEWERS
CONCRETE TIES AND JOINTS
SUBGRADE UNDERCUTTING
DRAINAGE STRUCTURE COVERS
ALL DRAINAGE STRUCTURE COVERS OWNED BY THE CITY OF CLAWSON WHICH REQUIRE
REPLACEMENT AS PART OF THIS PROJECT, AND ALL COVERS FOR NEW DRAINAGE
STRUCTURES SHALL BE CITY OF CLAWSON STANDARD COVERS IN LIEU OF MDOT STANDARD
PLAN COVERS. UNLESS OTHERWISE NOTED ON THE PLANS, OR SPECIFICALLY DIRECTED BY
THE PROJECT ENGINEER, ALL NEW STRUCTURE FRAMES AND COVERS SHALL BE AS
SPECIFIED IN THE SPECIAL PROVISION FOR DRAINAGE STRUCTURE COVERS.
GENERAL PLAN NOTES
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53,
THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF 3 WORKING DAYS, EXCLUDING
SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS
WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE
ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY
OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS-DIG" ALERT SYSTEM.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY THE CONTRACTOR
TO EXISTING WATER MAINS AND SANITARY / STORM SEWERS DURING THE CONSTRUCTION OF
ALL IMPROVEMENTS ON THIS PROJECT.
THE USE OF HOOK BOLTS IN LIEU OF EPOXY ANCHORED LANE TIES SHALL NOT BE PERMITTED
ON THIS PROJECT.
ESTIMATED QUANTITIES FOR EXCAVATION AND DISPOSAL OF UNSUITABLE SUBGRADE SOIL(S)
HAVE BEEN PROVIDED TO BE USED THROUGHOUT THE PROJECT, IF NECESSARY, AS
DIRECTED BY THE ENGINEER.
SAWCUTTING ON THIS PROJECT FOR THE PURPOSE OF REMOVING CONCRETE OR HMA
PAVEMENTS, WALKS, DRIVES, ETC. SHALL NOT BE MEASURED AND PAID FOR SEPARATELY.
ALL LABOR, MATERIAL AND EQUIPMENT COSTS ASSOCIATED WITH SAWCUTTING SHALL BE
INCLUDED IN THE UNIT PRICES BID FOR THE FOLLOWING CONTRACT ITEMS (PAY ITEMS):
Pavt Repr, Rem, Modified ; Sidewalk, Rem ; HMA Surface, Rem
IRRIGATION SYSTEMS
PRIOR TO CONSTRUCTION, THE CITY OF CLAWSON WILL NOTIFY ALL PROPERTY OWNERS OF
THE IMPENDING WATER MAIN PROJECT. EACH PROPERTY OWNER WILL BE DIRECTED TO
PHYSICALLY LOCATE AND MARK ALL EXISTING SPRINKLER HEADS AND UNDERGROUND
DISTRIBUTION LINES. THE CONTRACTOR WILL BE REQUIRED TO CAREFULLY EXPOSE &
PROTECT THE SPRINKLER HEADS AND PIPE WHILE PERFORMING THE VARIOUS REMOVAL
AND EARTHWORK OPERATIONS. IF THE LOCATION(S) OF ANY IRRIGATION LINES, ETC. CAUSE
UNDUE HARDSHIP ON THE CONTRACTOR AND PREVENT THE PRODUCTIVE PROSECUTION OF
WORK UNDER THIS CONTRACT, THE CONTRACTOR MAY CUT AWAY & REMOVE THOSE
IRRIGATION LINES THAT LIE WITHIN THE GRADING LIMITS OF THE PROJECT. AT THE
COMPLETION OF CONTRACT WORK ON THIS PROJECT, THE CONTRACTOR WILL BE REQUIRED
TO RESTORE OR REPLACE ANY IRRIGATION SYSTEM COMPONENTS AFFECTED BY WORK
UNDER THIS CONTRACT.
MEASUREMENT & PAYMENT FOR THE INITIAL EXPOSING, PROTECTING OR REMOVING, AND
THE REPLACEMENT OF IRRIGATION SYSTEM COMPONENTS THAT MAY BE AFFECTED BY
WORK UNDER THIS CONTRACT SHALL BE MEASURED & PAID FOR AS: Irrigation Pipe AND Sprinkler Head.
NO SEPARATE MEASUREMENT & PAYMENT WILL BE MADE FOR REMOVING AND DISPOSING OF
EXISTING IRRIGATION SYSTEM COMPONENTS THAT ARE DAMAGED OR REQUIRE REMOVAL
UNDER THIS CONTRACT.
PUBLIC UTILITIES
NAME OF OWNER UTILITY
THE EXISTING UTILITIES LISTED BELOW AND LOCATIONS OF UTILITIES AS SHOWN ON THE
PLANS REPRESENT THE BEST INFORMATION AVAILABLE AT THE TIME THESE PLANS WERE
PREPARED. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR ACCURACY OR OF HIS RESPONSIBILITY
TO LOCATE ALL EXISTING UTILITIES IN CASE UTILITIES HAVE BEEN CONSTRUCTED OR
REMOVED SINCE THE TOPOGRAPHIC SURVEY WAS PREPARED.
TELEPHONE & FIBER OPTIC
54 N. MILL STREET
PONTIAC, MICHIGAN 48342
(248) 622-8711
GAS
ERNEST MARTYNIUK
4600 COOLIDGE HWY.
ROYAL OAK, MI 48073
(586) 770-6688
CLAWSON, MICHIGAN 48017
635 W. ELMWOOD
DEPT. OF PUBLIC WORKS & ENGINEERING
PUBLIC WORKS,
(248) 288-3222
JEFF DAVIS
CABLE TV
PATRICK RINEHART
25626 TELEGRAPH ROAD
SOUTHFIELD , MI 48033
(248) 809-2710
CABLE TV
JOHN HAJEC
37150 PLYMOUTH ROAD
LIVONIA, MI 48150
(734) 237-4319
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROPER & CORRECT
CONSTRUCTION OF ALL CURB RAMPS, LANDINGS AND RELATED COMPONENTS IN STRICT
COMPLIANCE WITH THE CURRENT MDOT STD. PLAN R-28 SERIES. PLAN QUANTITIES FOR
THE SIDEWALK ITEMS OF WORK ARE APPROXIMATE. MEASUREMENT & PAYMENT FOR THE
SIDEWALK & CURB RAMP ITEMS OF WORK WILL BE BASED ON AS-BUILT QUANTITIES. THE
DETECTABLE WARNING SURFACE COLOR SHALL BE FEDERAL COLOR 22144.
DURING CONSTRUCTION, ADEQUATE DUST CONTROL MEASURES SHALL BE MAINTAINED BY
THE CONTRACTOR AS DIRECTED BY THE ENGINEER. DUST CONTROL SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT BE MEASURED & PAID FOR
SEPARATELY, IN ACCORDANCE WITH SECTION 107.15, SUBSECTION A.1 OF THE CURRENT
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
ALL WATER USED ON THIS PROJECT WHICH IS OBTAINED ON-SITE SHALL BE METERED, AND
SHALL BE OBTAINED FROM ONE (1) SOLE SOURCE AS DIRECTED BY THE CITY OF CLAWSON
WATER DEPARTMENT. BACKFLOW PREVENTION EQUIPMENT SHALL BE FURNISHED &
MAINTAINED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, FOR THE ENTIRE
DURATION OF THE CONTRACT. THE CONTRACTOR WILL NOT BE CHARGED FOR THE WATER
USED, BUT SHALL BE REQUIRED TO FILL OUT A NO-COST "WATER USE PERMIT"
APPLICATION.
ELECTRIC &
STREET LIGHTING
12080 DIXIE
REDFORD, MICHIGAN 48239
(313) 235-9578
ALL AGGREGATE BASE MATERIAL USED ON THIS PROJECT SHALL BE 21AA DENSE-GRADED
AGGREGATE MEETING THE REQUIREMENTS SPECIFIED IN TABLE 902-1 OF SECTION 902 OF
THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.
DTE ENERGY
MARY PETERS
A.T.&T.
CONSUMERS ENERGY
COMCAST CABLE
WIDE OPEN WEST (WOW)
CITY OF CLAWSON
SEWER/WATER,
(248) 524-3477 EMERGENCY AFTER HOURS
CONCRETE
ALL CONCRETE SHALL BE MDOT GRADE 3500 PER THE CURRENT MDOT STANDARD
SPECIFICATIONS FOR CONSTRUCTION.
CURB RAMPS
DUST CONTROL
WATER
AGGREGATE BASE
SAWCUTTING
MISCELLANEOUS
QUANTITIES
1. Audio-Visual Record of the Construction Influence Area 1 LS
2. Mobilization, Max 1 LS
3. Reimbursed Permit Fees Dlr
4. Subgrade Undercutting, Type IV 50 Cyd
5. Maintenance Gravel 250 Ton
6. Pavt Gapping 45 Ft
7. Sign, Type B, Temp, Prismatic, Furn 100 Sft
8. Sign, Type B, Temp, Prismatic, Oper 100 Sft
9. Traffic Control and Maintenance 1 LS
10. Irrigation Pipe 200 Ft
11. Sprinkler Head 15 Ea
12. Mismarked Water Services 8 Hr
13. Water Serv, Special 2 Ea
14. Sanitary Lead Repr, 6 inch, Tr Det B 150 Ft
ER MDS JULY 2025
NOT TO SCALE
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_NOTES--7/17/2025 8:24:19 AM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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.
WATER MAIN
WATER MAINS SHALL BE LEAKAGE AND PRESSURE TESTED IN ACCORDANCE WITH AWWA
STANDARD C600.
WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS C651
PRIOR TO BEING PUT INTO SERVICE.
THE CONTRACTOR SHALL NOT COMPLETE ANY CONNECTION TO THE EXISTING WATER
MAIN(S) OR REPLACE ANY SERVICES UNTIL SATISFACTORY HYDROSTATIC PRESSURE TESTS
& CHLORINATION RESULTS HAVE BEEN OBTAINED & APPROVED (COST INCLUDED IN THE
WATER MAIN PAY ITEMS).
PRIOR TO INSTALLING THE PROPOSED WATER MAIN, THE CONTRACTOR SHALL VERIFY
EXACT LOCATION & DEPTH OF THE EXISTING WATER MAIN AT ALL POINTS OF CONNECTION
(COST INCLUDED IN THE WATER MAIN PAY ITEMS).
PRIOR TO INSTALLING THE PROPOSED WATER MAIN, THE CONTRACTOR SHALL VERIFY
EXACT LOCATION & DEPTH OF THE EXISTING SANITARY SEWER SERVICES, GAS SERVICES,
WATER SERVICES AND OTHER HOUSE SERVICE UTILITIES PRIOR TO INSTALLING THE NEW
WATER MAIN. (COST INCLUDED IN THE WATER MAIN PAY ITEMS)
ALL WATER MAIN PIPE SHALL BE DUCTILE IRON CLASS 54 CONFORMING TO CURRENT
ANSI / AWWA STANDARDS.
ALL WATER SERVICE LOCATIONS ARE APPROXIMATE AND SHALL VERIFIED IN THE FIELD.
CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND TREES WITHIN THE
RIGHT-OF-WAY, NOT INTENDED TO BE REMOVED (COST INCLUDED IN THE WATER MAIN PAY
ITEMS).
WATER MAIN, ABANDON INCLUDES BULKHEADING ALL OPEN ENDS OF THE ABANDONED
WATER MAIN WITH CONCRETE AND FILLING THE ABANDONED WATER MAINS WITH
NON-STRUCTURAL FLOWABLE FILL IN STRICT COMPLIANCE WITH THE STATE OF MICHIGAN
PERMIT OR LOCAL COMMUNITY STANDARDS.
(800) 477-5050 EMERGENCY
CALL INSPECTOR OR PERMIT SUPERVISOR BEFORE BEGINNING ANY WORK IN THE
RIGHT-OF-WAY.
"PROPER SIGNING" IS REQUIRED BEFORE ANY WORK IN THE RIGHT-OF-WAY IS STARTED.
LANE CLOSURES RESTRICTED TO 9-3 PM MONDAY - FRIDAY.
FLAG PERSON REQUIRED FOR TEMPORARY ONE LANE ROADS.
MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES.
HAND DIG AROUND ALL UTILITIES.
KEEP ROADS CLEAN OF DIRT AND DEBRIS.
REMOVE OR RELOCATE FIXED OBJECTS PRIOR TO EXCAVATION.
FIXED OBJECTS TO BE MINIMUM 6 FEET OFF BACK OF CURB OR 12 FEET OFF EDGE OF
PAVEMENT.
PROJECTS EXCEEDING 3-DAYS REQUIRE GROUND MOUNTING SIGNS PER MDOT SSC/SEC
812.03.
ROAD COMMISSION OF OAKLAND COUNTY (RCOC) GENERAL NOTES
LOCAL ROAD R.O.W.
SEAN MURPHY, PERMIT SUPERVISOR
BEVERLY HILLS, MICHIGAN 48025
31001 LASHER ROAD
COUNTY ROAD R.O.W.
(248) 763-9489
ROAD COMMISSION FOR OAKLAND COUNTY (RCOC)
BILL LABADIE, PERMIT AREA INSPECTOR
(248) 752-7086
ROYAL OAK, MICHIGAN 48067
1600 N. CAMPBELL ROAD
DEPARTMENT OF PUBLIC SERVICE
STORM DRAIN,COMBINED
AARON FILIPSKI
CITY OF ROYAL OAK
(248) 246-3300
SEWER, SANITARY SEWER,
WATER MAIN, SIGNAGE,
STREET LIGHTING, AND
TRAFFIC SIGNALS INCLUDING
APPRTENANCES
B.M.#2041
B.M.#2040
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
REMOVAL PLAN
BAUMAN AVENUE
TO
STA. 17+60
KMD MDS JULY 2025
1" = 30' HORIZ.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_REM--7/16/2025 2:23:03 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
)17 +6
BENCH MARK NO. 2040
CHISELED "+" ON TOP OF S.E.
BOLT, SIGN BASE FOR #550
SINCLAIR ANTIQUES
ELEVATION: 658.96 (NAVD 88)
BENCH MARK NO. 2041
CHISELED "+" ON E. RIM
SANITARY MANHOLE, S.W.
QUADRANT OF ROCHESTER
& BAUMAN
ELEVATION: 656.66 (NAVD 88)
S. ROCHESTER
ROAD
(95' WIDE)
B A
U M
A N
A
VE
N U
E (5
0' W
ID
E)
DO
NALD AVENUE
(50' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
PROJECT P.O.B.
STA. 11+04
CONSTRUCTION BASELINE
ESTIMATED QUANTITIES
(THIS SHEET)
1. Dr Structure, Rem 4 Ea
2. Sewer, Rem, Less than 24 inch 49 Ft
3. Sanitary Sewer Bulkhead, 12 inch 1 Ea
4. Pavt Repr, Rem, Modified 905 Syd
5. Sidewalk, Rem 114 Syd
Dr Structure, Rem
Dr Structure, Rem
Sanitary Sewer Bulkhead, 12 inch
CONSTRUCTION BASELINE
Sidewalk, Rem (TYP)
Sewer, Rem, Less than 24 inch (25 Ft)
Pavt Repr, Rem, Modified (TYP.)
Dr Structure, Rem Pavt Repr, Rem, Modified (TYP.)
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
PROPOSED WATER MAIN
PROPOSED WATER MAIN
Dr Structure, Rem
Sewer, Rem, Less than 24 inch (19 Ft)
Sewer, Rem, Less than 24 inch (5 Ft)
LOCATION OF KNOWN CONTAMINATION
PROPOSED 3' SIDEWALK EASEMENT PROPOSED 5.5' SIDEWALK EASEMENT
PROPOSED 3.5' SIDEWALK EASEMENT
LEGEND
Pavt Repr, Rem, Modified
Sidewalk, Rem
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. CENTERLINE
EX. CENTERLINE
EX. CENTERLINE
EX. 4" GAS MAIN
EX. 4" GAS MAIN
S
TA
3+
.8
5°
B
EN
D T
/P
IP
E
9.
S
TA
3+
.8
5°
B
EN
D T
/P
IP
E
9.
S
TA
3+
.7
5°
B
EN
D T
/P
IP
E
2.
S
TA
3+
.9
5°
B
EN
D T
/P
IP
E
2.
S
TA
1+
.7
5°
B
EN
D T
/P
IP
E
9.
S
TA
1+
.7
5°
B
EN
D T
/P
IP
E
9.
S
TA
1+
.1
5°
B
EN
D T
/P
IP
E
2.
S
TA
1+
.8
5°
B
EN
D T
/P
IP
E
1.
S
TA
1+
.5
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
S
TA
4+
.0
H
YD
R A
N T
T /P
IP
E
2.
S
TA
5+
.3
2" x8
TE
E
T /P
IP
E
2.
ST
A
. 1 7+
.0
T/
PI
PE
.4
G
VW
R
IM
.5
EX
.2
T/
PI
PE
.2
EX
.6
T/
PI
PE
.3
EX
.6
T/
PI
PE
.5
EX
.5
T/
PI
PE
.5
EX
.5
T/
PI
PE
.4
EX
.5
T/
PI
PE
.4
EX
.1
T/
PI
PE
.1
EX
.3
T/
PI
PE
.2
EX
.5
T/
PI
PE
.4
EX
.5
T/
PI
PE
.5
EX
.5
T/
PI
PE
.4
EX
.5
T/
PI
PE
.4
EX
.5
T/
PI
PE
.4
Water Main, DI, CL 54, 12 inch, Directional Drilled (TYP.)
EX. GROUND OVER WATER MAIN
EX. GROUND OVER WATER MAIN
BOT. 12" SAN. 651.34
TOP 12" W.M. 649.84
BOT. 12" STM. 651.4±
TOP 12" WM 649.90
ST
A
. 1 5+
.0
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T/
PI
PE
.5
ST
A
. 1 5+
.0
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.4
ST
A
. 1 3+
.8
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T/
PI
PE
.4
ST
A
. 1 3+
.5
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.5
ST
A
. 1 1+
.0
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.1
5.
0'
M
IN
℄ DONALD AVENUE℄ BAUMAN AVENUE
SAND
BACKFILL (TYP.)
VITON GASKETS REQUIRED
ST
A.
7+
.0
T/
PI
PE
.4
Water Main, DI, 12 inch, Tr Det G (TYP.)
ST
A
. 1 7+
.0
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T/
PI
PE
.4
ST
A
. 1 7+
.0
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.4
7 642
WATER MAIN
PLAN AND PROFILE
BAUMAN AVENUE
TO
STA. 17+60
KMD MDS JULY 2025
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_WM--7/16/2025 2:23:14 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
BENCH MARK NO. 2040
CHISELED "+" ON TOP OF S.E.
BOLT, SIGN BASE FOR #550
SINCLAIR ANTIQUES
ELEVATION: 658.96 (NAVD 88)
BENCH MARK NO. 2041
CHISELED "+" ON E. RIM
SANITARY MANHOLE, S.W.
QUADRANT OF ROCHESTER
& BAUMAN
ELEVATION: 656.66 (NAVD 88)
S. ROCHESTER
ROAD
(95' WIDE)
B A
U M
A N
A
VE
N U
E (5
0' W
ID
E)
DO
NALD AVENUE
(50' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
M
AT
C H
L
IN
E
ST
A.
(S
EE
S
H
CONSTRUCTION BASELINE
ESTIMATED QUANTITIES
(THIS SHEET)
1. Water Main, Abandon 1 LS
2. Hydrant, Rem 2 Ea
3. Gate Well, Rem 3 Ea
4. Water Main, Remove 20 Ft
5. Fire Hydrant Assembly 3 Ea
6. Gate Valve, 8 inch 1 Ea
7. Gate Valve, 12 inch 3 Ea
8. Gate Well, 60 inch dia 3 Ea
9. Gate Well Cover, Clawson 3 Ea
10. External Structure Wrap, 18 inch 3 Ea
11. Water Main, DI, CL 54, 12 inch, Directional Drilled 527 Ft
12. Water Main, DI, 6 inch, Tr Det G 28 Ft
13. Water Main, DI, 8 inch, Tr Det G 101 Ft
14. Water Main, DI, 12 inch, Tr Det G 192 Ft
15. Water Serv 4 Ea
16. Water Serv, Long 1 Ea
17. Water Main Connection, 6 inch 1 Ea
18. Water Main Connection, 8 inch 1 Ea
19. Viton Gasket, 6 inch 5 Ea
20. Viton Gasket, 8 inch 19 Ea
21. Viton Gasket, 12 inch 15 Ea
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 11+18.5, 8.0' LT.
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 11+13.5, 13.0' LT.
Gate Valve, 12 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 11+10.8, 58.6' LT.
RIM 656.67
Fire Hydrant Assembly
STA. 11+13.5, 68.9' LT.
F.G. 656.8
12" x 8" REDUCER AND
8" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 11+08.8, 83.2' LT.
Hydrant, Rem
8" - 45° HORIZ. BEND & THRUST BLOCK AND
Water Main Connection, 8 inch
STA. 11+22.80, 99.7' LT.
Water Main, DI, CL 54, 12 inch, Directional Drilled
Water Main, DI, 8 inch, Tr Det G
Water Main, DI, 12 inch, Tr Det G
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
Water Serv (TYP)
12"x8" TEE & THRUST BLOCK
STA. 15+39.3, 8.0' LT.
Gate Valve, 12 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 17+35.0, 8.0' LT.
RIM 657.54
Hydrant, Rem
Gate Well, Rem
8" - 45° HORIZ. BEND & THRUST BLOCK AND
8" x 6" REDUCER
STA. 15+27.7, 85.8' LT.
8" - 11.25° HORIZ. BEND & THRUST BLOCK
STA. 15+39.2, 35.4' LT.
Fire Hydrant Assembly
STA. 15+25.1, 75.0' LT.
F.G. 657.05
Fire Hydrant Assembly
STA. 14+67.00, 27.5' LT.
F.G. 657.63
6" - 45° HORIZ. BEND & THRUST BLOCK
Water Main Connection, 6 inch
STA. 15+44.6, 107.6' LT.
Water Main, DI, 8 inch, Tr Det G
Gate Valve, 8 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 15+32.2, 66.3' LT.
RIM 656.60
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
BOT. 12" WM 651.70
TOP 33" COMB 645.7±
BOT. 12" WM 651.57
TOP 36" COMB 647.64
BOT. 12" SAN 651.34
TOP 12" WM 649.84
CAUTION:
EX. GAS MAIN
IN THIS AREA
BOT. 12" STM 651.4±
TOP 12" WM 649.90
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
BOT. 8" WM 649.04
TOP 33" COMB 646.51
BOT. EX. 8" WM 650.6±
TOP 8" WM 649.79
BOT. 6" WM 651.70
TOP 12" SAN 648.13
Water Main, Abandon
SUPPORT AND PROTECT
EXISTING UTILITY POLE SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
12"x6" TEE & THRUST BLOCK
STA. 14+67.0, 8.0' LT.
Water Main, DI, 6 inch, Tr Det G
Gate Well, Rem
NOTE:
WATER MAIN CONNECTIONS TO BE MADE
ONLY AFTER SUCCESSFUL PRESSURE
AND BACTERIOLOGICAL TESTING.
LOCATION OF KNOWN CONTAMINATION
VITON GASKETS REQUIRED
NOTE:
WATER MAIN, ABANDON INCLUDES BULKHEADING ALL OPEN
ENDS OF THE ABANDONED WATER MAIN WITH CONCRETE AND
FILLING THE ABANDONED WATER MAINS WITH NON-STRUCTURAL
FLOWABLE FILL IN STRICT COMPLIANCE WITH THE STATE OF
MICHIGAN PERMIT OR LOCAL COMMUNITY STANDARDS.
BOT. 12" STM 651.89
TOP 8" WM 649.79
Water Serv, Long (TYP)
NOTE:
ALL WATER SERVICES SHALL BE REPLACED
WITH 1 - INCH TYPE K COPPER SERVICES
UNLESS NOTED OTHERWISE ON THE PLANS.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
CONSTRUCTION
PLAN
BAUMAN AVENUE
TO
STA. 17+60
KMD MDS JULY 2025
1" = 30' HORIZ.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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--7/16/2025 2:23:22 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
BENCH MARK NO. 2040
CHISELED "+" ON TOP OF S.E.
BOLT, SIGN BASE FOR #550
SINCLAIR ANTIQUES
ELEVATION: 658.96 (NAVD 88)
BENCH MARK NO. 2041
CHISELED "+" ON E. RIM
SANITARY MANHOLE, S.W.
QUADRANT OF ROCHESTER
& BAUMAN
ELEVATION: 656.66 (NAVD 88)
S. ROCHESTER
ROAD
(95' WIDE)
B A
U M
A N
A
VE
N U
E (5
0' W
ID
E)
DO
NALD AVENUE
(50' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
PROJECT P.O.B.
STA. 11+04
CONSTRUCTION BASELINE
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 47 Ft
2. Dr Structure, 48 inch dia 3 Ea
3. Catch Basin Cover, Clawson 3 Ea
4. External Structure Wrap, 18 inch 9 Ea
5. Dr Structure Cover, Adj, Case 1 3 Ea
6. Underdrain, Subgrade, Open-Graded, 6 inch 229 Ft
7. Pavt Repr, Nonreinf Conc, 11 inch 659 Syd
8. Pavt Repr, Nonreinf Conc, 8 inch 248 Syd
9. Aggregate Base, 6 inch 898 Syd
10. Curb Ramp Opening, Conc 21 Ft
11. Curb Ramp, Conc, 8 inch 76 Sft
12. Curb Ramp, Conc, 4 inch 381 Sft
13. Sidewalk, Conc, 4 inch 612 Sft
14. Detectable Warning Surface 15 Ft
15. Excavation, Earth 152 Cyd
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 11+54.9, 25.1' LT.
RIM 656.70
EX. 12" IE 645.14 (SE)
12" IE 650.88 (W)
3 2
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 11+44.7, 45.0' LT.
RIM 656.45
12" IE 651.20 (SW)
12" IE 651.10 (E)
2Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 11+20.9, 46.3' LT.
RIM 656.45
12" IE 651.45 (NE)
CONSTRUCTION BASELINE
Sidewalk, Conc, 4 inch (TYP)Sewer, Cl IV, 12 inch, Tr Det B (24 Ft) AT 1.00%
Pavt Repr, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch Pavt Repr, Nonreinf Conc, 8 inch
ON Aggregate Base, 6 inch
Curb Ramp, Conc, 8 inch AND Curb Ramp Opening, Conc AND Detectable Warning Surface (TYP)
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
ADJ-1
PROPOSED WATER MAIN
PROPOSED WATER MAIN
Pavt Repr, Nonreinf Conc, 11 inch ON Aggregate Base, 6 inch (TYP.)
Sewer, Cl IV, 12 inch, Tr Det B (23 Ft) AT 1.00% DRIVEWAY OPENING, CONC, DET M (INCLUDED IN Pavt Repr, Nonreinf Conc, 8 inch)
Curb Ramp, Conc, 4 inch (TYP.)
LOCATION OF KNOWN CONTAMINATION
PROPOSED 3' SIDEWALK EASEMENT
PROPOSED 5.5'
SIDEWALK EASEMENT
PROPOSED 3.5' SIDEWALK EASEMENT
COORDINATE WITH CONSUMERS ENERGY
ON ADJUSTMENT AND PROTECTION OF
THE GAS SHUT OFF VALVE. DO NOT POUR
CONCRETE OVER THE SHUT OFF VALVE.
ADJ-1
BY OTHERS
Sidewalk, Conc, 4 inch
Curb Ramp, Conc, 4 inch
Curb Ramp, Conc, 8 inch
LEGEND
Pavt Repr, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch
Pavt Repr, Nonreinf Conc, 11 inch ON Aggregate Base, 6 inch
B.M. #2038
B.M.#2039
18+00 19+00 20+00 21+00 22+00 23+00 24+00
REMOVAL PLAN
STA. 17+60
TO
STA. 24+75
KMD MDS JULY 2025
1" = 30' HORIZ.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_REM--7/16/2025 2:23:30 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
)24 +7
BENCH MARK NO. 2038
T/NAIL, S.E. FACE UTILITY
POLE IN THE N.W. QUADRANT
OF ROCHESTER & PARKLAND
ELEVATION: 658.84 (NAVD 88)
BENCH MARK NO. 2039
CHISELED "+" ON THE E. END
CONCRETE SIGN BASE @
#518 JULIAN BROS BAKERY
ELEVATION: 657.75 (NAVD 88)
ALLEN AVENUE
(50' W
IDE)
PARKLAND BO
ULEVARD
(60' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
S. ROCHESTER ROAD
(95' WIDE)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CONSTRUCTION BASELINE
Pavt Repr, Rem, Modified (TYP.)
SUPPORT AND PROTECT
EXISTING UTILITY POLE
PROPOSED WATER MAIN CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
SUPPORT AND PROTECT
EXISTING UTILITY POLE
Sidewalk, Rem (TYP)
Tree, Rem, 19 inch to 36 inch
Tree, Rem, 19 inch to 36 inch
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
Dr Structure, Rem
Sewer, Rem, Less than 24 inch (28 Ft)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Dr Structure, Rem 1 Ea
2. Sewer, Rem, Less than 24 inch 68 Ft
3. Sewer Bulkhead, 12 inch 1 Ea
4. Sanitary Sewer Bulkhead, 12 inch 2 Ea
5. Pavt Repr, Rem, Modified 348 Syd
6. Sidewalk, Rem 175 Syd
7. Tree, Rem, 19 inch to 36 inch 2 Ea
8. Sanitary Structure, Rem 1 Ea
Sanitary Sewer Bulkhead, 12 inch
PROPOSED 6' SIDEWALK EASEMENT
PROPOSED 6' SIDEWALK EASEMENT
Sanitary Structure, Rem
Sewer, Rem, Less than 24 inch (11 Ft)
Sewer, Rem, Less than 24 inch (29 Ft)
Sanitary Sewer Bulkhead, 12 inch
Sewer Bulkhead, 12 inch
LEGEND
Pavt Repr, Rem, Modified
18+00 19+00 20+00 21+00 22+00 23+00 24+00
18+00 19+00 20+00 21+00 22+00 23+00 24+00
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. CENTERLINE
EX. CENTERLINE
EX. CENTERLINE
EX. 2" GAS MAIN
S
TA
4+
.9
5°
B
EN
D T
/P
IP
E
0.
S
TA
4+
.9
5°
B
EN
D T
/P
IP
E
0.
S
TA
4+
.5
5°
B
EN
D T
/P
IP
E
2.
S
TA
4+
.1
5°
B
EN
D T
/P
IP
E
2.
S
TA
9+
.2
5°
H O
R
IZ
B
EN
D T
/P
IP
E
2.
S
TA
1+
.0
5°
H O
R
IZ
B
EN
D T
/P
IP
E
2.
S
TA
1+
.0
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
S
TA
2+
.8
2.
5° B
EN
D
T /P
IP
E
9.
S
TA
2+
.5
2.
5°
B
EN
D T
/P
IP
E
1.
ST
A
. 1 9+
.0
T/
PI
PE
.2
G
VW
R
IM
.3
ST
A
. 2 2+
.0
T/
PI
PE
.9
G
VW
R
IM
.3
S
TA
1+
.0
H
YD
R A
N T
T /P
IP
E
2.
S
TA
9+
.0
2" x8
TE
E
T /P
IP
E
2.
S
TA
2+
.9
2" x8
TE
E
T /P
IP
E
9.
S
TA
9+
.0
H
YD
R A
N T
T /P
IP
E
2.
S
TA
9+
.2
5° H
O R
IZ
B
EN
D
T /P
IP
E
2.
S
TA
2+
.4
D
EF
LE
C
TI
O
N T
/P
IP
E
1.
S
TA
2+
.8
2.
5° B
EN
D
T /P
IP
E
9.
S
TA
8+
.0
D
EF
LE
C
TI
O
N T
/P
IP
E
2.
EX
.5
T/
PI
PE
.4
EX
.5
T/
PI
PE
.3
EX
.5
T/
PI
PE
.1
EX
.5
T/
PI
PE
.1
EX
.0
T/
PI
PE
.6
EX
.1
T/
PI
PE
.0
EX
.1
T/
PI
PE
.1
EX
.5
T/
PI
PE
.4
EX
.2
T/
PI
PE
.3
EX
.4
T/
PI
PE
.1
EX
.4
T/
PI
PE
.1
EX
.0
T/
PI
PE
.8
EX
.2
T/
PI
PE
.1
EX
.2
T/
PI
PE
.1
EX. GROUND OVER WATER MAIN
BOT. 12" WM 651.54
TOP EX. 8" WM 651.0±
BOT. 12" WM 651.53
TOP 18" COMB 648.08
BOT. EX. 6" WM 650.3±
TOP 12" WM 649.80
BOT. 12" WM 650.15
TOP 12" COMB 648.6±
BOT. 12" STM. 651.94
TOP 12" WM 650.44
EX. 2" GAS MAIN
S
TA
4+
.0
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T /P
IP
E
2.
S
TA
4+
.5
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T /P
IP
E
2.
S
TA
2+
.8
D
EF
LE
C
TI
O
N T
/P
IP
E
2.
ST
A
. 2 2+
.8
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.0
S
TA
2+
.4
2.
5° B
EN
D
T /P
IP
E
1.
ST
A
. 2 1+
.1
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T/
PI
PE
.1
ST
A
. 1 9+
.0
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T/
PI
PE
.2
S
TA
9+
.2
D
EF
LE
C
TI
O
N T
/P
IP
E
2.
ST
A
. 1 8+
.0
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T/
PI
PE
.3
Water Main, DI, CL 54, 12 inch, Directional Drilled (TYP.)
Water Main, DI, 12 inch, Tr Det G (TYP.)
5.
0'
M
IN
℄ ALLEN AVENUE ℄ PARKLAND AVENUE
SAND
BACKFILL (TYP.)
Water Main, DI, 12 inch, Tr Det G (TYP.)
WATER MAIN
PLAN AND PROFILE
STA. 17+60
TO
STA. 24+75
KMD MDS JULY 2025
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_WM--7/16/2025 2:23:41 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
BENCH MARK NO. 2038
T/NAIL, S.E. FACE UTILITY
POLE IN THE N.W. QUADRANT
OF ROCHESTER & PARKLAND
ELEVATION: 658.84 (NAVD 88)
BENCH MARK NO. 2039
CHISELED "+" ON THE E. END
CONCRETE SIGN BASE @
#518 JULIAN BROS BAKERY
ELEVATION: 657.75 (NAVD 88)
ALLEN AVENUE
(50' W
IDE)
PARKLAND
BO
ULEVARD
(60' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
S. ROCHESTER ROAD
(95' 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
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
7Water Main, Abandon (TYP)
Water Main, DI, CL 54, 12 inch, Directional Drilled
Water Main, DI, 8 inch, Tr Det G
Water Main, DI, 8 inch, Tr Det G
Water Main, DI, 12 inch, Tr Det G
Water Main, DI, 12 inch, Tr Det G
Hydrant, Rem
Hydrant, Rem
Gate Well, Rem
Gate Well, Rem
Gate Well, Rem
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 19+42.2, 30' LT.
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 19+20.6, 8.0' LT.
12" x 8" TEE & THRUST BLOCK
STA. 19+03.0, 8.0' LT.
BOT. 8" WM 650.37
TOP 18" COMB 647.98
BOT. 12" STM 652.54
TOP 8" WM 651.04
BOT. 8" WM 650.37
TOP EX. 8" WM 649.0±
8" - 45° HORIZ. BEND & THRUST BLOCK AND
8" x 6" REDUCER
STA. 18+91.7, 96.1' LT.
6" - 45° HORIZ. BEND & THRUST BLOCK AND
Water Main Connection, 6 inch
STA. 18+79.1, 104.1' LT.
6" - 45° HORIZ. BEND & THRUST BLOCK AND
Water Main Connection, 6 inch
STA. 22+23.4, 94.2' LT.
8" - 45° HORIZ. BEND & THRUST BLOCK
AND 8" x 6" REDUCER
STA. 22+38.2, 84.74' LT.
8" - 11.25° HORIZ. BEND &
THRUST BLOCK
STA. 22+42.9, 63.3' LT.
Fire Hydrant Assembly
STA. 18+92.43, 76.6' LT.
F.G. 657.08
Fire Hydrant Assembly
STA. 19+32.5, 28.4' LT.
F.G. 657.40
8" - 11.25° HORIZ. BEND
STA. 19+03.0, 44.8' LT.
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 21+93.0, 30.0' LT.
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 21+98.0, 35.0' LT.
Fire Hydrant Assembly
STA. 22+40.9, 56.2' LT.
F.G. 656.62
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 22+48.0, 35.0' LT.
12" - 45° HORIZ. BEND &
THRUST BLOCK
STA. 22+53.0, 30.0' LT.
12" x 8" TEE & THRUST BLOCK
STA. 22+42.9, 35.0' LT.
Gate Valve, 8 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 19+00.1, 57.8' LT.
RIM 657.41
Gate Valve, 12 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 19+52.0, 30' LT.
RIM 657.32
Gate Valve, 8 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 22+42.9, 46.8' LT.
RIM 656.73
Gate Valve, 12 inch AND Gate Well, 60 inch dia AND Gate Well Cover, Clawson
STA. 22+73.0, 30' LT.
RIM 657.35
BOT. EX. 6" WM 650.3±
TOP 12" WM 649.80
BOT. 12" WM 650.15
TOP 12" COMB 648.6±
Water Main, DI, CL 54, 12 inch, Directional Drilled
Fire Hydrant Assembly
STA. 21+72.0, 28.0' LT.
F.G. 657.30
BOT. 12" WM 651.53
TOP 18" COMB 648.06
BOT. 12" WM 651.54
TOP EX. 8" WM 651.0±
Water Main, DI, CL 54, 12 inch, Directional Drilled
Water Serv (TYP)
BOT. 12" STM 651.94
TOP 12" WM 650.44
Water Main, DI, 6 inch, Tr Det G
SUPPORT AND PROTECT
EXISTING UTILITY POLE
12" x 6" TEE & THRUST BLOCK
STA. 19+38.0, 25.8' LT.
Water Main, DI, 6 inch, Tr Det G
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
ESTIMATED QUANTITIES
(THIS SHEET)
1. Water Main, Abandon 1 LS
2. Hydrant, Rem 2 Ea
3. Gate Well, Rem 3 Ea
4. Water Main, Remove 20 Ft
5. Fire Hydrant Assembly 4 Ea
6. Gate Valve, 8 inch 2 Ea
7. Gate Valve, 12 inch 2 Ea
8. Gate Well, 60 inch dia 4 Ea
9. Gate Well Cover, Clawson 4 Ea
10. External Structure Wrap, 18 inch 4 Ea
11. Water Main, DI, CL 54, 12 inch, Directional Drilled 526 Ft
12. Water Main, DI, 6 inch, Tr Det G 33 Ft
13. Water Main, DI, 8 inch, Tr Det G 139 Ft
14. Water Main, DI, 12 inch, Tr Det G 203 Ft
15. Water Serv 4 Ea
16. Water Main Connection, 6 inch 2 Ea
NOTE:
WATER MAIN CONNECTIONS TO BE MADE
ONLY AFTER SUCCESSFUL PRESSURE
AND BACTERIOLOGICAL TESTING.
NOTE:
WATER MAIN, ABANDON INCLUDES BULKHEADING ALL OPEN
ENDS OF THE ABANDONED WATER MAIN WITH CONCRETE AND
FILLING THE ABANDONED WATER MAINS WITH NON-STRUCTURAL
FLOWABLE FILL IN STRICT COMPLIANCE WITH THE STATE OF
MICHIGAN PERMIT OR LOCAL COMMUNITY STANDARDS.
NOTE:
ALL WATER SERVICES SHALL BE REPLACED
18+00 19+00 20+00 21+00 22+00 23+00 24+00 CONSTRUCTION
PLAN
STA. 17+60
TO
STA. 24+75
KMD MDS JULY 2025
1" = 30' HORIZ.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_CONST--7/16/2025 2:23:49 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
BENCH MARK NO. 2038
T/NAIL, S.E. FACE UTILITY
POLE IN THE N.W. QUADRANT
OF ROCHESTER & PARKLAND
ELEVATION: 658.84 (NAVD 88)
BENCH MARK NO. 2039
CHISELED "+" ON THE E. END
CONCRETE SIGN BASE @
#518 JULIAN BROS BAKERY
ELEVATION: 657.75 (NAVD 88)
ALLEN AVENUE
(50' W
IDE)
PARKLAND BO
ULEVARD
(60' W
IDE)
S. ROCHESTER ROAD
(95' WIDE)
S. ROCHESTER ROAD
(95' WIDE)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CONSTRUCTION BASELINE
Sidewalk, Conc, 4 inch (TYP)
Pavt Repr, Nonreinf Conc, 11 inch ON Aggregate Base, 6 inch (TYP.)
Curb Ramp, Conc, 4 inch AND Curb Ramp, Conc, 6 inch AND Curb Ramp Opening, Conc AND Detectable Warning Surface (TYP)
SUPPORT AND PROTECT
EXISTING UTILITY POLE
PROPOSED WATER MAIN
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
SUPPORT AND PROTECT
EXISTING UTILITY POLE
ADJ-1
Sidewalk, Conc, 4 inch (TYP)
Pavt Repr, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch (TYP.)
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 47 Ft
2. Dr Structure, 48 inch dia 1 Ea
3. Catch Basin Cover, Clawson 1 Ea
4. External Structure Wrap, 18 inch 4 Ea
5. Dr Structure, Tap, 12 inch 3 Ea
6. Dr Structure Cover, Adj, Case 1 4 Ea
7. Underdrain, Subgrade, Open-Graded, 6 inch 150 Ft
8. Pavt Repr, Nonreinf Conc, 11 inch 276 Syd
9. Pavt Repr, Nonreinf Conc, 8 inch 74 Syd
10. Aggregate Base, 6 inch 368 Syd
11. Curb Ramp Opening, Conc 21 Ft
12. Curb Ramp, Conc, 8 inch 107 Sft
13. Curb Ramp, Conc, 4 inch 493 Sft
14. Sidewalk, Conc, 4 inch 1,010 Sft
15. Detectable Warning Surface 15 Ft
16. Excavation, Earth 59 Cyd
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 19+16.8, 24.1' LT.
RIM 656.78
12" IE 652.78 (SE)
Sewer, Cl IV, 12 inch, Tr Det B (28 Ft) AT 0.32%
Dr Structure, Tap, 12 inch
IE 652.69 (NW)
ADJ-1
PROPOSED 6' SIDEWALK EASEMENT
PROPOSED 6' SIDEWALK EASEMENT
Sewer, Cl IV, 12 inch, Tr Det B (19 Ft) AT 0.53%
ADJ-1
Dr Structure, Tap, 12 inch
IE 652.68 (SE)
Dr Structure, Tap, 12 inch
IE 652.58 (NW)
Sidewalk, Conc, 4 inch
Curb Ramp, Conc, 4 inch
Curb Ramp, Conc, 8 inch
LEGEND
Pavt Repr, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch
B.M.#2037
B.M.#2035
B.M.#2034
B.M.#2036
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+75
+0
+0
+0
+0
+0
+0
REMOVAL PLAN
STA. 24+75
TO
14 MILE ROAD
KMD MDS JULY 2025
1" = 30' HORIZ.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, 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_REM--7/16/2025 2:23:57 PM
M:\0810\0810-0427\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST_PLAN.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
BENCH MARK NO. 2034
T/ MAG NAIL IN S. FACE OF
WOOD LIGHT POLE, S.E.
QUADRANT OF 14 MILE &
ALLEY
ELEVATION: 657.66 (NAVD 88)
BENCH MARK NO. 2035
CHISELED "+" ON THE
S.E. BOLT OF STRAIN
POLE, N.W. QUADRANT
OF 14 MILE &
ROCHESTER
ELEVATION: 657.93
(NAVD 88)
BENCH MARK NO. 2036
CHISELED "+" ON N. RIM OF
SANITARY MANHOLE, E. SIDE
OF ROCHESTER IN DRIVE @
#4724
ELEVATION: 656.33 (NAVD 88)
BENCH MARK NO. 2037
CHISELED "+" ON N. RIM OF
GVW IN INTERSECTION OF
ROCHESTER & GROVE
ELEVATION: 657.13 (NAVD 88)
G
ARDNER AVENUE
(50' W
IDE)
14 M
ILE RO
AD
(W
IDTH VARIES)
G
RO
VE AVENUE
(50' W
IDE)
S. ROCHESTER
ROAD
(95' WIDE)
S. ROCHESTER ROAD
(105' WIDE)
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. GAS MAIN
IN THIS AREA
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
PROJECT P.O.E.
STA. 19+26
CONSTRUCTION BASELINE
Sidewalk, Rem (TYP)
SUPPORT AND PROTECT
EXISTING UTILITY POLE
PROPOSED WATER MAIN
CONSTRUCTION BASELINE
Pavt Repr, Rem, Modified (TYP.)
PROPOSED WATER MAIN
PROPOSED WATER MAIN
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
SUPPORT AND PROTECT
EXISTING UTILITY POLE
Tree, Rem, 19 inch to 36 inch
Tree, Rem, 6 inch to 18 inch (2 Ea)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Pavt Repr, Rem, Modified 707 Syd
2. Sidewalk, Rem 196 Syd
3. Tree, Rem, 6 inch to 18 inch 3 Ea
4. Tree, Rem, 19 inch to 36 inch 1 Ea
5. HMA Surface, Rem 102 Syd
PROPOSED 6'
SIDEWALK EASEMENT PROPOSED 6.5'
SIDEWALK EASEMENT
PROPOSED 5'
SIDEWALK EASEMENT
PROPOSED 6.5'
SIDEWALK EASEMENT
PROPOSED 5'
SIDEWALK EASEMENT
HMA Surface, Rem
Tree, Rem, 6 inch to 18 inch
HMA Surface, Rem
HMA Surface, Rem
HMA Surface, Rem
HMA Surface, Rem
LEGEND
Pavt Repr, Rem, Modified
HMA Surface, Rem
B.M.#2037
B.M.#2034
B.M.#2036
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+75
+0
+0
+0
+0
+0
+0
25+00 26+00 27+00 28+00 29+00
EX. R.O.W.
EX. CENTERLINE
S
TA
5+
.0
D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T /P
IP
E
1.
S
TA
5+
.7
D
EF
LE
C
TI
O
N T
/P
IP
E
2.
S
TA
8+
.5
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
ST
A
. 2 5+
.0
T/
PI
PE
.1
G
VW
R
IM
.6
S
TA
8+
.0
H
YD
R A
N T
T /P
IP
E
1.
S
TA
5+
.0
2" x8
TE
E
T /P
IP
E
1.
S
TA
8+
.3
1.
° H
O R
IZ
B
EN
D
T /P
IP
E
1.
S
TA
8+
.0
5°
H O
R
IZ
B
EN
D T
/P
IP
E
1.
D
IR
EC
TI
O
N A
L D
R
IL
L/ O
PE
N
C U
T)
S
TA
5+
.0
2.
5° B
EN
D
T /P
IP
E
0.
S
TA
5+
.3
2.
5° B
EN
D
T /P
IP
E
0.
S
TA
6+
.0
O
PE
N
C U
T/ D
IR
EC
TI
O
N A
L D
R
IL
L) T
/P
IP
E
2.
EX
.4
T/
PI
PE
.1
EX
.5
T/
PI
PE
.1
EX
.2
T/
PI
PE
.0
EX
.1
T/
PI
PE
.7
EX
.8
T/
PI
PE
.6
EX
.3
T/
PI
PE
.1
EX
.2
T/
PI
PE
.8
EX
T/
PI
PE
.5
℄ GROVE AVENUE ℄ GARDNER AVENUE
EX. GROUND OVER WATER MAIN
EX. 2" GAS MAIN
BOT. EX. 6" WM 650.8±
TOP 12" WM 650.30
Water Main, DI, 12 inch, Tr Det G (TYP.)
Water Main, DI, CL 54, 12 inch, Directional Drilled (TYP.)
5.
0'
M
IN
SAND
BACKFILL (TYP.)
0+00 1+00 2+00 3+00
S
TA
+0
0.
(1 2" x1 2"
T
EE
T
/P
IP
E
1.
G
VW
R
IM
.6
S
TA
+0
4.
(1 2" x1 2"
T
EE
T
/P
IP
E
0.
ST
A
. 2 +9
6.
T/
PI
PE
.9
EX
.0
T/
PI
PE
.0
EX
.0
T/
PI
PE
.9
EX
.3
T/
PI
PE
.9
EX
.7
T/
PI
PE
.9
EX
.5
T/
PI
PE
.9
EX
.2
T/
PI
PE
.9
EX
.6
T/
PI
PE
.9
GARDNER
AVENUE ROW
14 MILE
ROAD ROW
EXISTING
CONCRETE
WALL
EXISTING
CONCRETE
WALL
Water Main, DI, 12 inch, Directional Drill
Water Main, DI, 12 inch, Tr Det G Water Main, DI, 12 inch, Tr Det G
EX. GROUND OVER WATER MAIN
CAUTION:
EX. UGD. UTIL.
IN THIS AREA
S
TA
+1
0.
(O
PE
N C
U T/
D
IR
EC
TI
O N
A L
D R
IL
L)
T /P
IP
E
1.
S
TA
+8
7.
(D
IR
EC
TI
O N
A L
D R
IL
L/
O
PE
N C
U T)
T /P
IP
E
0.
Steel Casing Pipe, 20 inch, Jacked in Place - 8 Ft
CONTRACTOR TO VERIFY
FOOTING DEPTH AND SIZE
IN THE FIELD.
Steel Casing Pipe, 20 inch, Jacked in Place - 8 Ft
WATER MAIN
PLAN AND PROFILE
STA. 24+75
TO
14 MILE ROAD
KMD MDS JULY 2025
1" = 30' HORIZ.
1" = 3' VERT.
15 30 60
0810-0427
S. ROCHESTER ROAD
WATER MAIN
REPLACEMENT
CITY OF CLAWSON
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE…
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