0190-0523-1_BidIssue.pdf

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City of Fraser Macomb County, Michigan

2024 Water Main Replacement Program Northwood Road (Breezeway - Snow Road) Snow Road (Northwood Road - Kelly Road)

Crestwood Lane (Davidson Street - Dogwood Lane) Huber Lane (Davidson Street - Dogwood Lane)

FIFTEEN MILE RD.

UTICA RD.

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FOURTEEN MILE RD.

THIRTEEN MILE RD.

FOURTEEN MILE RD.

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CITY OF ROSEVILLE

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CLINTON TWP.

MASONIC BLVD.MASONIC BLVD.

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ANDERSON, ECKSTEIN AND

WESTRICK, INC.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

PROJECT SITES

PRIEST DRAIN CROSSING

SPRING CT N

SPRING CT S

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INDEX TO SHEETS

MICHAEL A. VIGNERON, P.E. No. 6201054818 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."

ITEM SIZE LENGTH LOCATION

WATER MAIN 8"

NORTHWOOD ROAD

CONNECTING TO THE EXISTING 8" WATER MAIN ON THE NORTH SIDE OF BREEZEWAY,

ADJACENT TO #18343 BREEZEWAY, THEN CONTINUING NORTH ALONG THE WEST SIDE OF

NORTHWOOD ROAD 1,268 FEET, CONNECTING TO THE PROPOSED 8" WATER MAIN ON THE

NORTH SIDE OF SNOW ROAD AT THE INTERSECTION OF NORTHWOOD ROAD AND SNOW ROAD.

1,268 FT

4, 5

7, 8 9, 10

11 thru 14 15 thru 17

19 thru 23

W1 - W2 B - C E - F

WATER MAIN PERMIT No. W-________

SNOW

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WATER MAIN 8"

SNOW ROAD

CONNECTING TO THE PROPOSED 8" WATER MAIN ON THE WEST SIDE OF NORTHWOOD ROAD, AT

THE INTERSECTION OF NORTHWOOD ROAD AND SNOW ROAD, THEN CONTINUING EAST ALONG

THE NORTH SIDE OF SNOW ROAD 300 FEET, CONNECTING TO THE EXISTING 8" WATER MAIN ON

THE WEST SIDE OF KELLY ROAD AT THE INTERSECTION OF SNOW ROAD AND KELLY ROAD.

300 FT

WATER MAIN 8"

CRESTWOOD LANE

CONNECTING TO THE EXISTING 8" WATER MAIN ON THE SOUTH SIDE OF DAVIDSON STREET,

ADJACENT TO #18444 DAVIDSON STREET, THEN CONTINUING NORTH ALONG THE WEST SIDE OF

CRESTWOOD LANE 1,392 FEET, CONNECTING TO THE EXISTING 8" WATER MAIN ON THE SOUTH

SIDE OF DOGWOOD LANE AT THE INTERSECTION OF CRESTWOOD LANE AND DOGWOOD LANE.

1,392 FT

WATER MAIN 8"

HUBER LANE

CONNECTING TO THE EXISTING 8" WATER MAIN ON THE SOUTH SIDE OF DAVIDSON STREET,

ADJACENT TO #18546 DAVIDSON STREET, THEN CONTINUING NORTH ALONG THE WEST SIDE OF

HUBER LANE 1,322 FEET, CONNECTING TO THE EXISTING 8" WATER MAIN ON THE SOUTH SIDE OF

DOGWOOD LANE AT THE INTERSECTION OF HUBER LANE AND DOGWOOD LANE.

1,322 FT

TITLE SHEET

NOTE SHEET

MISCELLANEOUS PROJECT DETAILS

NORTHWOOD ROAD WATER MAIN PLANS & PROFILES

SNOW ROAD WATER MAIN PLANS & PROFILES

CRESTWOOD WATER MAIN PLANS & PROFILES

HUBER LANE WATER MAIN PLANS & PROFILES

VALVE AND HYDRANT MAPS

MAINTAINING TRAFFIC PLANS

PARTIAL CLOSURE DETAIL

SOIL EROSION & SEDIMENTATION CONTROL PLANS

FRASER STANDARD WATER MAIN DETAILS

FRASER STANDARD SANITARY SEWER DETAILS

FRASER STANDARD PAVING DETAILS

GENERAL NOTES

UTILITIES

UNDERGROUND UTILITIES / MISS DIG

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, OF 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF THREE FULL 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 A PART OF THE "MISS DIG" ALERT SYSTEM.

IF PLAN INFORMATION INDICATES AN EXISTING UNDERGROUND UTILITY IS OR WILL BE OUT OF SERVICE WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR IS CAUTIONED TO TREAT SUCH A LINE AS IF IT WERE STILL IN SERVICE AND NOTIFY "MISS DIG" WHEN WORKING IN THE AREA OF THE OUT OF SERVICE

FACILITY.

EXISTING WATER MAINS AND SEWERS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERLY IDENTIFIED EXISTING WATER

MAINS AND/OR EXISTING SEWERS DURING THE CONSTRUCTION OF THIS PROJECT.

ROW / REAL ESTATE

PROPERTY OWNERS

PROPERTY OWNERS NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT

GUARANTEED.

LAWN SPRINKLER SYSTEMS AND LANDSCAPING

OWNERS OF EXISTING LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPING SHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO WEEKS IN ADVANCE OF ANY WORK TO BE DONE THAT WILL AFFECT THOSE SYSTEMS AND/OR LANDSCAPING. IF THE PROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEM PRIOR TO THE CONTRACTOR BEGINNING WORK AND IF THE CONTRACTOR CUTS THE SYSTEM DURING CONSTRUCTION, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNERS USE.

IF THE PROPERTY OWNER FAILS TO RELOCATE THE LANDSCAPING PRIOR TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY SALVAGE THE LANDSCAPING ITEMS AND STOCKPILE THEM ON THE PROPERTY OWNER'S PROPERTY FOR THE PROPERTY OWNER. ANY OTHER MODIFICATION TO THE LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPING IS THE RESPONSIBILITY OF THE OWNER AND NOT PART OF THIS CONTRACT. ALL WORL REQUIRED TO CUT, CAP & SALVAGE EXISTING IRRIGATION SYSTEM

COMPONENTS SHALL BE INCLUDED IN OTHER CONTRACT ITEMS OF WORK.

SURVEY

ADJUSTING MONUMENT BOXES

ALL GOVERNMENT CORNERS ON THIS PROJECT SHALL BE PRESERVED, WHETHER SHOWN OR NOT. IT MAY

BE NECESSARY TO PLACE OR ADJUST MONUMENT BOXES.

EARTHWORK

SOIL EROSION MEASURES

APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODIBLE SLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALL BE PROTECTED WITH

EITHER SOD OR SEED/MULCH OR MULCH BLANKET AS DIRECTED BY THE ENGINEER.

BASES

AGGREGATE BASE

AGGREGATE BASES SHALL BE 21AA IN ACCORDANCE WITH THE MDOT 2020 STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

PAVEMENT

CONCRETE PAVEMENT AND HMA SURFACE REMOVAL QUANTITIES

CONCRETE PAVEMENT AND HMA SURFACE REMOVAL AS SHOWN ON THE PLANS WILL BE AT THE

DISCRETION OF THE ENGINEER. IF IN HIS/HER JUDGMENT, AREAS OF PAVEMENT MAY BE LEFT IN PLACE, OR ADDITIONAL AREAS ADDED TO PROVIDE THE PROPER CROSS-SECTION AND BASE, CHANGES WILL BE MADE

IN THE QUANTITIES.

CONCRETE HAND FINISHING

HAND FINISHING OF CONCRETE POURS SHALL BE STRUCK OFF AND CONSOLIDATED. HAND METHODS WILL BE PERMITTED ON VARIABLE WIDTH LANES AND LANES FORMED BY FLEXIBLE FORMS FOR SHORT RADIUS

CURVES, AS DIRECTED BY THE ENGINEER.

TURF ESTABLISHMENT

SEED MIXTURE

THE SYMBOL FOR THE PERMANENT TURF SEED MIXTURE ON THIS PROJECT IS SYMBOL THM.

LANDSCAPING

EXISTING VEGETATION SHALL NOT BE DAMAGED DURING CONSTRUCTION OPERATIONS, PER THE 2020

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

CONTRACTOR SHALL PROMPTLY RESTORE ANY PROPERTY DAMAGE AT NO EXPENSE TO THE OWNER.

ALL EXCAVATED MATERIAL WILL BECOME THE PROPERTY OF THE CONTRACTOR. ANY EXCAVATED

MATERIAL NOT USED ON THE PROJECT WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH SECTION 205.03.P. OF THE 2020 STANDARD SPECIFICATION FOR CONSTRUCTION AND

ANY APPLICABLE STATE AND/OR LOCAL ORDINANCES.

PLANT MATERIAL, SOIL, FERTILIZER AND MULCH WILL BE INSPECTED/APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. PLANT INSPECTION MAY OCCUR AT THE NURSERY SOURCE OR WHEN PLANTS ARRIVE ON

SITE.

SIGNS

GENERAL

ALL SIGNS SHALL BE INSTALLED, REMOVED AND/OR SALVAGED ACCORDING TO THE CURRENT EDITION OF "MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE CURRENT EDITION OF MICHIGAN

DEPARTMENT OF TRANSPORTATION (MDOT) "STANDARD SPECIFICATIONS FOR CONSTRUCTION"

ALL SIGNS ON THE PLANS OR IN THE LOG THAT DO NOT HAVE A RECOMMENDATION ARE TO BE RETAINED.

EXISTING SIGN RELOCATION

ANY PERMANENT SIGNS REQUIRING RELOCATION DUE TO CONTRACTOR OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. SIGNS AND POSTS DAMAGED DURING THE REMOVAL AND STORAGE OPERATIONS SHALL BE REPLACED WITH NEW SIGNS AND

POSTS. THE COST OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR.

M.D.O.T. TRAFFIC & SAFETY STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE

CONSTRUCTED ACCORDING TO THE STANDARD PLAN GIVEN BELOW OPPOSITE EACH

ITEM UNLESS SHOWN DIFFERENTLY IN THIS PLAN SET OR MODIFIED BY A SPECIAL

PROVISION.

*WZD-100-A GROUND DRIVEN SIGN SUPPORTS FOR TEMP SIGNS

*WZD-125-E TEMPORARY TRAFFIC CONTROL DEVICES

* - SPECIAL DETAILS

PUBLIC UTILITIES

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 VERIFY ALL EXISTING UTILITIES WITHIN

THE C.I.A. IN CASE UTILITIES HAVE BEEN CONSTRUCTED OR REMOVED SINCE

CONSUMERS ENERGY GAS MAINS &

JEFF PAROL

35350 KELLY ROAD

CLINTON TWP., MICHIGAN 48035

(586) 307-3276

COMCAST CABLE CABLE TV

WARREN SETTY

STERLING HEIGHTS, MICHIGAN 48312

SERVICES

6095 WALL STREET

THE TOPOGRAPHIC SURVEY WAS PREPARED.

(517) 204-8081

DETROIT EDISON CO.

MICHAEL MANOUSAKAKIS

43230 ELIZABETH ROAD

CLINTON TOWNSHIP, MI 48036

(313) 300-5719

POWER & ELECTRIC

PROJECT SPECIFIC NOTES

WIDE OPEN WEST

JOHN HAJEC

37150 PLYMOUTH ROAD,

LIVONIA, MICHIGAN 48150

(734) 237-4319

CABLE TV

CITY OF FRASER

DEPARTMENT OF PUBLIC WORKS

ROB BARRETT

31250 KENDALL

FRASER, MICHIGAN 48026

(586) 293-2001

WATER / SEWER

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_Note--5/2/2025 7:39:11 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\01-03_COVER.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

NOTE SHEET

JPB MAV NOVEMBER 2024

NOT TO SCALE

15 30 60

5/5/2025 BID ISSUE

NOTES APPLYING TO STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE

TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLAN GIVEN BELOW

OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED.

TITLE PLAN NO.

ROAD

CURB RAMP AND DETECTABLE WARNING DETAILS R-28-K*

DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALK R-29-J*

TRANSVERSE PAVEMENT JOINTS (PLAIN CONCRETE) R-39-K

UTILITY TRENCHES R-83-C

SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

SEEDING AND TREE PLANTING R-100-I*

* DENOTES SPECIAL DETAILS

A.T.&T.

JOE SIKORSKI

100 S. MAIN ST., SUITE 314

MT. CLEMENS, MICHIGAN 48043

(586) 466-6310

TELEPHONE & OTHER

COMMUNICATION

SYSTEMS

MACOMB COUNTY PUBLIC WORKS OFFICE

DARYL GAPSHES, PE

21777 DUNHAM ROAD

CLINTON TOWNSHIP, MI 48036

(586) 469-5343

STORM

MACOMB COUNTY DEPARTMENT OF ROADS

117 SOUTH GROESBECK HIGHWAY

MOUNT CLEMENS, MI 48043

(586) 463-8671

TRAFFIC SIGNALS

INTERNATIONAL TRANSMISSION COMPANY (ITC)

ROD LEWIS

27175 ENERGY WAY

NOVI, MICHIGAN 48377

(248) 946-3238

ELECTRIC

MISCELLANEOUS

PROJECT

DETAILS

JPB MAV NOVEMBER 2024

AS NOTED

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_Details--5/2/2025 7:39:11 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\01-03_COVER.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

NOTES:

1. LAY ONE FULL LENGTH OF WATER MAIN PIPE SO EACH END WILL

BE AS FAR FROM THE SEWER AS POSSIBLE.

2. MAINTAIN A MINIMUM 18" VERTICAL CLEARANCE BETWEEN

UTILITIES AND PROPOSED WATER MAIN AT ALL CROSSINGS.

3. WHERE REQUIRED SEPARATION DISTANCES ARE NOT MET, THE

FOLLOWING, IN ACCORDANCE WITH SECTION 8.8.4 OF TEN STATES

STANDARDS, MUST BE PERFORMED:

3.1. THE SANITARY SEWER PIPE MATERIALS SHALL BE PRESSURE

RATED AND THE MANHOLES WATERTIGHT OR OTHERWISE

SEALED AS APPROVED BY THE REVIEWING AUTHORITY AND

SHALL BE PRESSURE AND/OR LEAK TESTED TO

DEMONSTRATE WATERTIGHTNESS; OR

3.2. THE STORM SEWER PIPE MATERIALS SHALL BE PRESSURE

RATED AND THE MANHOLES AND INLETS WATERTIGHT OR

OTHERWISE SEALED AS APPROVED BY THE REVIEWING

AUTHORITY AND SHALL BE PRESSURE AND/OR TESTED TO

DEMONSTRATE WATERTIGHTNESS.

EX. GRADE

5.

5'

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EX. STORM SEWER

2'

MIN.

18" MIN. VERT. CLEARANCE 45° VERTICAL BENDS

AS REQUIRED

PROPOSED 8"

WATER MAIN

VARIABLE

1 FULL PIPE

TYPICAL STORM SEWER CROSSING

NOT TO SCALE

GENERAL WATER MAIN NOTES

1. ALL BENDS AND FITTINGS REQUIRE JOINT RESTRAINTS AND CONCRETE THRUST BLOCKS AND SHALL BE

INCLUDED IN THE UNIT PRICES BID FOR THE PROPOSED WATER MAIN ITEMS OF WORK.

2. ALL 5/8" WATER SERVICE TRANSFERS (IF ENCOUNTERED) SHALL BE COMPLETED WITH A 3/4" CORPORATION, 3/4" COPPER AND A 3/4" X 5/8" (3) PART FLARE UNION, AS SHOWN IN THE TYPICAL SERVICE

TRANSFER DETAILS. ALL OTHER SERVICES TO BE 1" UNLESS NOTED OTHERWISE.

3. IT IS ANTICIPATED THAT THE CONTRACTOR WILL ENCOUNTER VARIOUS EXISTING UTILITIES DURING INSTALLATION OF THE PROPOSED WATER MAINS. ADJUSTMENTS IN LINE AND GRADE MAY BE NEEDED TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18" AND MAY REQUIRE THE PLACEMENT OF RESTRAINED VERTICAL OR HORIZONTAL BENDS WITH THRUST BLOCKS. ALL EXCAVATION AND PLACEMENT OF BENDS REQUIRED TO AVOID CONFLICTS WITH THE UTILITIES SHALL BE INCLUDED IN THE UNIT PRICES BID PER

LINEAL FOOT OF THE VARIOUS SIZES OF NEW WATER MAIN.

4. SHOULD THE CONTRACTOR ENCOUNTER SHALLOW SANITARY SEWER LEADS DURING THE WATER MAIN

INSTALLATION, THE LEADS SHALL BE REPAIRED PER THE DETAIL.

NOTES RELATED TO TRANSFERRING OR REPLACING EXISTING WATER

SERVICES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR, MATERIALS, EXCAVATION (INCLUDING BORES), INSTALLATION, BACKFILL AND RESTORATION OF ALL SERVICES TRANSFERRED OR REPLACED (AS REQUIRED) FROM THE EXISTING WATER MAINS TO NEW WATER MAINS, AND FROM THE NEW WATER MAINS

TO EXISTING SERVICES.

2. EXISTING WATER SERVICE LOCATIONS ARE RECORDED AS STOP BOX LOCATIONS ONLY AND NOT NECESSARILY THE "TAP" POINT ON THE EXISTING WATER MAIN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE SERVICE BY WHATEVER MEANS OR

METHODS NECESSARY, WITHOUT UNNECESSARY EXPLORATORY EXCAVATION.

3. ALL WORK REQUIRED TO LOCATE AND PROPERLY TRANSFER WATER SERVICES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCLUDED IN THE UNIT PRICES BID FOR SERVICE

TRANSFERS OR REPLACEMENT.

NOTES RELATED TO MAKING FINAL CONNECTIONS TO EXISTING WATER

MAINS

1. WATER MAIN AND GATE VALVES & WELLS SHALL BE PAID FOR SEPARATELY. PIPE REMOVAL, FITTINGS, RETAINERS AND BACKFILL ASSOCIATED WITH MAKING THE FINAL CONNECTIONS SHALL BE INCLUDED IN

THE CONNECTION.

2. WATER MAIN CONSTRUCTION MATERIALS, THRUST BLOCKS AND RETAINER, GLANDS, SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE CITY OF FRASER (SEE STANDARD DETAIL

SHEET).

3. ALL EXISTING WATER MAINS (INCLUDING FITTINGS), TO BE REMOVED AND REPLACED AS PART OF MAKING FINAL CONNECTIONS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR WATER MAIN CONNECTIONS.

4. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL ASSUME THAT ALL EXISTING WATER MAINS

ENCOUNTERED ARE DUCTILE IRON OR CAST IRON. JOINTS TYPES ARE UNKNOWN.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OPERATE, SHUT OFF, AND RESTORE WATER MAINS AND SERVICES AS NECESSARY DURING CONSTRUCTION. A TRIAL SHUT-DOWN OF EXISTING GATE VALVES

WHICH ISOLATE THE PROPOSED CONNECTIONS SHALL BE COORDINATED WITH THE CITY AND

PERFORMED PRIOR TO ANY SCHEDULED CONNECTION. THE CITY OF FRASER DEPARTMENT OF PUBLIC WORKS WILL REQUIRE (48) HOURS NOTICE FOR SHUT-DOWN SCHEDULES. ANY DELAYS ASSOCIATED WITH OBTAINING A SHUT-DOWN SHALL NOT BE RECOGNIZED AS CAUSE FOR EXTRA COMPENSATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AFFECTED RESIDENTS, BUSINESSES AND

DESIGNATED CITY DEPARTMENTS A MIN. OF 24 HOURS PRIOR TO ANY SCHEDULED WATER MAIN

SHUT-DOWNS.

6. SO AS NOT TO INCONVENIENCE IT'S CUSTOMERS, THE CITY OF FRASER MAY REQUIRE THAT THE

CONTRACTOR COMPLETE THE FINAL CONNECTIONS DURING HOURS OF NON-ESSENTIAL USE.

SCHEDULING OF CONNECTIONS MAY INVOLVE WORKING AT NIGHT, ON WEEKENDS OR ON HOLIDAYS. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED SHOULD THE OWNER IMPOSE THIS RESTRICTION UPON THE CONTRACTOR. THE CONTRACTOR MAY ALSO BE REQUIRED TO TEMPORARILY CUT & CAP THE EXISTING WATER MAINS TO MINIMIZE THE LENGTH OF SHUT-DOWN TIME IN MAKING FINAL CONNECTIONS, THE COST OF WHICH SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE WATER MAIN ITEMS OF WORK.

5' M

IN

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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 Repr, 6 inch, Tr Det B

NOT TO SCALE

10+00 11+00 12+00 13+00 14+00 15+00 16+00

B.M.#342

B.M.#341

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WATER MAIN PLAN &

PROFILE

NORTHWOOD ROAD

STA: P.O.B TO STA: 16+00

ESR MAV NOVEMBER 2024

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_WM--5/2/2025 7:39:24 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\04-06_CONSTPLAN_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong CommunitiesB R

EE

ZE

W A

Y

NORTHWOOD

(60' R.O.W.)

BENCH MARK NO.342

SET MAG NAIL IN NORTH

FACE OF UTILITY POLE

SOUTH SIDE OF

BREEZEWAY ELEVATION:

614.92 (NAVD88)

BENCH MARK NO.341

SET MAG NAIL IN WEST FACE OF

UTILITY POLE SOUTH SIDE OF

NORTHWOOD @ HOUSE # 31332

ELEVATION: 615.53 (NAVD88)

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

5) M

AT

C

H L

IN

E

ST

A.

6+

(S

EE

S

H

EE

T 5)

8"x6" TEE AND THRUST BLOCK

STA 10+51.50, 20.36' LT

Valve Box, Rem AND Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 15+80, 21.50' LT

RIM 613.70

Hydrant, Rem AND Fire Hydrant Assembly

STA. 10+55.50, 18.36' LT

F.G. 613.60

Hydrant, Rem AND Fire Hydrant Assembly

STA. 14+97.00, 18.35' LT

F.G. 614.65

8"x6" TEE AND THRUST BLOCK

STA 14+93.00, 20.35' LT

545 Ft - Water Main, PVC, 8 inch, Pipe Burst

15 Ft - Water Main, DI, 8 inch, Tr Det G

Water Serv, Transfer (TYP.)

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch AND Detectable Warning Surface

Water Main, 6 inch, Cut and Plug AND Water Main Connection, 8 inch AND CUT-IN 8"x8" TEE AND THRUST BLOCK

STA. 10+39.69, 20.47' LT.

LEGEND

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch

ESTIMATED QUANTITIES

(THIS SHEET)

1. Sidewalk, Rem 5 Syd

2. Hydrant, Rem 1 Ea

3. Valve Box, Rem 1 Ea

4. Curb Ramp, Conc, 8 inch 47 Sft

5. Detectable Warning Surface 5 Ft

6. Fire Hydrant Assembly 2 Ea

7. Gate Valve, 8 inch 1 Ea

8. Gate Well, 60 inch dia 1 Ea

9. Gate Well Cover, Fraser 1 Ea

10. Water Main, DI, 8 inch, Tr Det G 15 Ft

11. Water Main, PVC, 8 inch, Pipe Burst 545 Ft

12. Water Serv 1 Ea

13. Water Serv, Long 3 Ea

14. Water Serv, Transfer 14 Ea

15. Water Main Connection, 8 inch 1 Ea

16. Water Main, 6 inch, Cut and Plug 1 Ea

Water Serv (TYP.)

Water Serv, Long (TYP.)

16+00 17+00 18+00 19+00 20+00 21+00 22+00

B.M.#339

E X

.5

T/

PI

PE

.5

E X

.3

T/

PI

PE

.3

E X

.2

T/

PI

PE

.2

E X

.2

T/

PI

PE

.2

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

E X

.6

T/

PI

PE

.6

E X

.8

T/

PI

PE

.8

E X

.9

T/

PI

PE

.9

E X

.1

T/

PI

PE

.1

E X

.3

T/

PI

PE

.3

E X

.4

T/

PI

PE

.4

E X

.6

T/

PI

PE

.6

E X

.9

T/

PI

PE

.9

16+00 17+00 18+00 19+00 20+00 21+00 22+00

EX. CENTERLINE OF ROAD

EX. GROUND OVER PROPOSED WM

S

TA

9+

.0

(8 "x

6" T

EE

T /P

IP

E

7.

ST

A.

6+

.5

8"

G .V

.W

R

IM

.0

BOT 12" STM 610.82

TOP 8" WM 607.28

Water Main, PVC, 8 inch, Pipe Burst

E X

T/

PI

PE

E X

T/

PI

PE

E X

T/

PI

PE

Water Main, DI, 8 inch, Tr Det G

WATER MAIN PLAN &

PROFILE

NORTHWOOD ROAD

STA: 16+00 TO STA: 22+50

ESR MAV NOVEMBER 2024

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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--5/2/2025 7:39:26 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\04-06_CONSTPLAN_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

BENCH MARK NO.341

SET MAG NAIL IN WEST FACE OF

UTILITY POLE SOUTH SIDE OF

NORTHWOOD @ HOUSE # 31332

ELEVATION: 615.53 (NAVD88)

BENCH MARK NO.339

SET MAG NAIL IN WEST FACE OF

UTILITY POLE EAST SIDE OF

NORTHWOOD @ HOUSE # 31650

ELEVATION: 616.26 (NAVD88)

NORTHWOOD

(60' R.O.W.)

NORTHWOOD

(60' R.O.W.)

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

4)

M

AT

C H

L

IN

E

ST

A.

2+

(S

EE

S H

EE

T

6)

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

4)

M

AT

C H

L

IN

E

ST

A.

2+

(S

EE

S H

EE

T

6)

Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 15+80, 21.50' LT

RIM 614.05

Fire Hydrant Assembly

STA. 14+97.00, 18.35' LT

F.G. 614.75

8"x6" TEE AND THRUST BLOCK

STA 14+93.00, 20.35' LT

650 Ft - Water Main, PVC, 8 inch, Pipe Burst

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

Hydrant, Rem

ESTIMATED QUANTITIES

(THIS SHEET)

1. Hydrant, Rem 1 Ea

2. Fire Hydrant Assembly 1 Ea

3. Gate Valve, 8 inch 1 Ea

4. Gate Well, 60 inch dia 1 Ea

5. Gate Well Cover, Fraser 1 Ea

6. Water Main, PVC, 8 inch, Pipe Burst 650 Ft

7. Water Serv, Long 5 Ea

8. Water Serv, Transfer 20 Ea

Water Serv, Transfer (TYP.)

Water Serv, Long (TYP.)

BOT 12" STM 610.82

TOP 8" WM 607.28

+0

+7

9+22 10+00 11+00 12+00 13+00 13+21

B.M.#506O

E X

T/

PI

PE

E X

.2

T/

PI

PE

.2

E X

.2

T/

PI

PE

.2

E X

.0

T/

PI

PE

.0

E X

.1

T/

PI

PE

.1

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

E X

.6

T/

PI

PE

.6

E X

.4

T/

PI

PE

.4

E X

T/

PI

PE

E X

T/

PI

PE

E X

T/

PI

PE

9+00 10+00 11+00 12+00 13+00 14+00

EX. CENTERLINE OF ROAD

EX. GROUND OVER PROPOSED WM

EX. 8" WATER MAIN

EX.

EX

. G

.V .W

R

IM

.2

S

TA

2+

.2

5°

B

EN

D T

/P

IP

E

9.

S

TA

. 1 2+

.4

C O

N N

EC

T

TO

E

X

S

TA

. 9 +7

9.

C O

N N

EC

T

TO

P

R O

A N

D

5° H

O R

IZ

B

EN

D

S

TA

+8

6.

5°

B

EN

D T

/P

IP

E

8.

S

TA

1+

.0

(8 "x

6" T

EE

T /P

IP

E

9.

S

TA

. 1 0+

.3

O

PE

N C

U T/

PI

PE

B U

R

ST

S

TA

. 1 2+

.2

P

IP

E B

U R

ST

/O

PE

N

C U

T

38 L.F. SAND

12 L.F. SAND

Water Main, DI, 8 inch, Tr Det G

Water Main, DI, 8 inch, Tr Det G

Water Main, PVC, 8 inch, Pipe Burst

E X

T/

PI

PE

E X

T/

PI

PE

14+00

T/

PI

PE

.9

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

23+00

EX. GROUND OVER PROPOSED WM

S

TA

. 2 3+

.8

C O

N N

EC

T

TO

P

R O

A N

D

5° H

O R

IZ

B

EN

D

S

TA

. 2 2+

.8

P

IP

E B

U R

ST

/O

PE

N

C U

T

30 L.F. SAND

Water Main, DI, 8 inch, Tr Det G

WATER MAIN PLAN &

PROFILE

SNOW ROAD

STA: P.O.B. TO STA: P.O.E.

ESR MAV NOVEMBER 2024

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_WM--5/2/2025 7:39:28 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\04-06_CONSTPLAN_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

BENCH MARK NO.339

SET MAG NAIL IN WEST FACE OF

UTILITY POLE EAST SIDE OF

NORTHWOOD @ HOUSE # 31650

ELEVATION: 616.26 (NAVD88)

N O

R

TH

W O

O D

(6 0'

R .O

.W

SNOW RD

(60' R.O.W.)

K

EL

LY

R

D (6

0' R

.O .W

BENCH MARK NO.5060

TOP OF HYDRANT OPPOSITE

NORTH SIDE SNOW STREET ON

EAST SIDE OF KELLY ROSEVILLE

BM BOOK 3435 PORTAL

ELEVATION: 618.82 (NAVD88)

MATCH LINE STA. 22+50

(SEE SHEET 5)

LEGEND

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

8"x6" TEE AND THRUST BLOCK

STA 11+58.00, 20.63' LT

Hydrant, Rem AND Fire Hydrant Assembly

STA. 11+62.00, 18.63' LT

F.G. 615.75

8" - 45° HORIZ. BEND & THRUST BLOCK

STA. 12+70.25, 20.69' LT

8" - 45° HORIZ. BEND & THRUST BLOCK AND

Water Main Connection, 8 inch

STA. 12+75.39, 25.83' LT

57 Ft - Water Main, DI, 8 inch, Tr Det G

8" - 45° HORIZ. BEND & THRUST BLOCK

STA. 9+86.32, 21.00' LT

8" - 45° HORIZ. BEND & THRUST BLOCK

STA. 9+79.00, 13.46' LT

40 Ft - Water Main, PVC, 8 inch, Pipe Burst

279 Ft - Water Main, PVC, 8 inch, Pipe Burst

8 Ft - Water Main, DI, 8 inch, Tr Det G

Sidewalk, Rem AND Curb Ramp, Conc, 4 inch

Curb and Gutter, Rem AND Pavt, Rem AND Conc Pavt, Misc, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch AND Curb and Gutter, Conc, Det F4

Sidewalk, Rem AND Curb Ramp, Conc, 4 inch

Pavt, Rem AND Conc Pavt, Misc, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch

M

AT

C H

L

IN

E

ST

A.

2+

(S

EE

S H

EE

T

5)

ESTIMATED QUANTITIES

(THIS SHEET)

1. Curb and Gutter, Rem 179 Ft

2. Pavt, Rem 203 Syd

3. Sidewalk, Rem 6 Syd

4. Hydrant, Rem 1 Ea

5. Aggregate Base, 6 inch 203 Syd

6. Conc Pavt, Misc, Nonreinf, 8 inch 203 Syd

7. Curb and Gutter, Conc, Det F4 179 Ft

8. Curb Ramp, Conc, 4 inch 56 Sft

9. Fire Hydrant Assembly 1 Ea

10. Water Main, DI, 8 inch, Tr Det G 57 Ft

11. Water Main, PVC, 8 inch, Pipe Burst 319 Ft

13. Water Serv, Transfer 10 Ea

14. Water Main Connection, 8 inch 1 Ea

Water Serv, Transfer (TYP.)

SAWCUT EXISTING PAVEMENT FULL

DEPTH ALONG REMOVAL LIMITS

E X

.4

T/

PI

PE

.4

E X

.9

T/

PI

PE

.9

E X

.9

T/

PI

PE

.9

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

E X

.7

T/

PI

PE

.7

E X

.8

T/

PI

PE

.8

E X

.6

T/

PI

PE

.6

E X

.8

T/

PI

PE

.8

E X

.0

T/

PI

PE

.0

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

E X

.6

T/

PI

PE

.6

E X

.8

T/

PI

PE

.8

E X

.7

T/

PI

PE

.7

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

Water Main, PVC, 8 inch, Pipe Burst

ST

A.

0+

.0

8"

G .V

.W

R

IM

.3

83 L.F. SAND

Water Main, DI, 8 inch, Tr Det G

EX. GROUND OVER PROPOSED WM EX. CENTERLINE OF ROAD

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

BOT 8" WM 610.17

TOP 12" SAN 599.28

BOT 12" STM 610.59

TOP 8" WM 610.17

S

TA

. 1 0+

.0

C O

N N

EC

T

TO

E

X

S

TA

4+

.0

(8 "x

6" T

EE

T /P

IP

E

9.

S

TA

0+

.0

(8 "x

6" T

EE

T /P

IP

E

0.

S

TA

. 1 0+

.0

O

PE

N C

U T/

PI

PE

B U

R

ST

BOT 8" WM 609.51

TOP 36" STM 606.55

B.M.#352

B.M.#351

10+00

11+00

12+00 13+00 14+00 15+00 16+00 17+00

WATER MAIN PLAN &

PROFILE

CRESTWOOD LANE

DAVIDSON ST. TO STA. 17+00

ESR MAV MARCH 2025

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_WM--5/2/2025 7:38:50 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\07-10_CONSTPLAN_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

M

AT

C H

L

IN

E

ST

A.

7+

(S

EE

S H

EE

T

8)

CRESTWOOD

LANE

(60' WIDE)

D A

VI

D

SO

N

ST

R

EE

T

(6 0'

W

ID

E)

BENCH MARK NO.351

SET MAG NAIL IN SOUTH

FACE OF UTILITY POLE WITH

LIGHT ON NORTHWEST

CORNER DAVIDSON AND

CRESTWOOD

ELEVATION: 615.29 (NAVD88)

BENCH MARK NO. 352

SET MAG SPIKE IN EAST

FACE OF UTILITY POLE WITH

LIGHT ON EAST SIDE

CRESTWOOD @ # 32162

ELEVATION: 616.14 (NAVD88)

M

AT

C H

L

IN

E

ST

A.

7+

(S

EE

S H

EE

T

8)

LEGENDHydrant, Rem AND Fire Hydrant Assembly

STA. 14+82.00, 20.00' LT

F.G. 614.75

8"x6" TEE AND THRUST BLOCK

STA 14+78.00, 18.00' LT

Hydrant, Rem AND Fire Hydrant Assembly

STA. 10+69.00, 17.05' LT

F.G. 614.40

8"x6" TEE AND THRUST BLOCK

STA 10+65.00, 19.05' LT

Gate Valve and Well, Rem AND Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 10+58.00, 19.03' LT

RIM 614.35

645 Ft - Water Main, PVC, 8 inch, Pipe Burst At 18.0' LT

Sidewalk, Rem AND Sidewalk, Conc, 4 inch AND Water Main Connection, 8 inch AND CUT-IN 8"x8" TEE AND THRUST BLOCK

STA 10+00.00, 17.73' LT

66 Ft - Water Main, DI, 8 inch, Tr Det G

BOT 8" WM 609.51

TOP 36" STM 606.55

CONSTRUCTION BASELINE

1. Curb and Gutter, Rem 27 Ft

2. Pavt, Rem 47 Syd

3. Sidewalk, Rem 10 Syd

4. Hydrant, Rem 1 Ea

5. Gate Valve and Well, Rem 1 Ea

6. Aggregate Base, 6 inch 47 Syd

7. Conc Pavt, Misc, Nonreinf, 8 inch 47 Syd

8. Curb and Gutter, Conc, Det F4 27 Ft

9. Sidewalk, Conc, 4 inch 91 Sft

10. Fire Hydrant Assembly 2 Ea

11. Gate Valve, 8 inch 1 Ea

12. Gate Well, 60 inch dia 1 Ea

13. Gate Well Cover, Fraser 1 Ea

BOT 12" STM 610.59

TOP 8" WM 610.17

BOT 8" WM 610.17

TOP 12" SAN 599.28

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Water Serv, Transfer (TYP.)

Water Serv, Long (TYP.)

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

Pavt, Rem AND Conc Pavt, Misc, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch

ESTIMATED QUANTITIES

(THIS SHEET)

14. Water Main, DI, 8 inch, Tr Det G 66 Ft

15. Water Main, PVC, 8 inch, Pipe Burst 645 Ft

16. Water Serv, Long 7 Ea

17. Water Serv, Transfer 12 Ea

18. Water Main Connection, 8 inch 1 Ea

Curb and Gutter, Rem AND Pavt, Rem AND Conc Pavt, Misc, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch AND Curb and Gutter, Conc, Det F4

NOTE:

HOUSES ON WEST SIDE OF STREET

HAVE SANITARY SERVICES IN THE

REAR.

B.M.#355

B.M.#354

17+00 18+00 19+00 20+00 21+00

22+00

23+00 24+00

E X

.6

T/

PI

PE

.6

E X

.3

T/

PI

PE

.3

E X

.2

T/

PI

PE

.2

E X

.6

T/

PI

PE

.6

E X

.7

T/

PI

PE

.7

E X

.5

T/

PI

PE

.5

E X

.2

T/

PI

PE

.2

E X

.1

T/

PI

PE

.1

E X

.4

T/

PI

PE

.4

E X

.1

T/

PI

PE

.1

E X

.5

T/

PI

PE

.5

E X

.7

T/

PI

PE

.7

E X

.5

T/

PI

PE

.5

E X

.3

T/

PI

PE

.3

E X

.2

T/

PI

PE

.2

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

ST

A.

3+

.0

8" G

.V .W

R

IM

.9

Water Main, DI, 8 inch, Tr Det G

ST

A.

7+

.0

8"

G .V

.W

R

IM

.0

30 L.F. SAND

EX. CENTERLINE OF ROAD

EX. GROUND OVER PROPOSED WM

CAUTION:

EX. GAS MAIN

IN THIS AREA

S

TA

. 2 3+

.5

C O

N N

EC

T

TO

E

X

S

TA

9+

.0

(8 "x

6" T

EE

T /P

IP

E

7.

S

TA

. 2 3+

.6

P

IP

E B

U R

ST

/O

PE

N

C U

T

Water Main, PVC, 8 inch, Pipe Burst

WATER MAIN PLAN &

PROFILE

CRESTWOOD LANE

STA. 17+00 TO DOGWOOD LN.

ESR MAV MARCH 2025

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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--5/2/2025 7:38:52 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\07-10_CONSTPLAN_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities M

AT

C

H L

IN

E

ST

A.

7+

(S

EE

S

H

EE

T 7)

CRESTWOOD

LANE

(60' WIDE)

D O

G W

O O

D

LA

N E

(6 0'

W

ID

E)

BENCH MARK NO. 354

CHISELED "X" NORTH RIM

SANITARY MANHOLE EAST

SIDE CRESTWOOD @ # 32418

ELEVATION: 615.13 (NAVD88)

BENCH MARK NO. 355

SET MAG NAIL ON NORTH

FACE OF UTILITY POLE WITH

LIGHT ON SOUTHWEST

CORNER DOGWOOD AND

CRESTWOOD

ELEVATION: 615.69 (NAVD88)

M

AT

C H

L

IN

E

ST

A.

7+

(S

EE

S H

EE

T

7)

Hydrant, Rem AND Fire Hydrant Assembly

STA. 19+63.00, 20.00' LT

F.G. 615.15

8"x6" TEE AND THRUST BLOCK

STA 19+59.00, 18.00' LT

663 Ft - Water Main, PVC, 8 inch, Pipe Burst At 18.0' LT

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch AND Detectable Warning Surface AND \Water Main Connection, 8 inch AND CUT-IN 8"x8" TEE AND THRUST BLOCK

STA 23+78.48, 19.59' LT

18 Ft - Water Main, DI, 8 inch, Tr Det G

CONSTRUCTION BASELINE

Gate Valve and Well, Rem AND Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 23+67.00, 19.37' LT

RIM 614.90

Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 17+70.00, 18.00' LT

RIM 615.00

LEGEND

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch

Water Serv, Transfer (TYP.)

Water Serv, Long (TYP.)

ESTIMATED QUANTITIES

(THIS SHEET)

1. Sidewalk, Rem 6 Syd

2. Hydrant, Rem 1 Ea

3. Gate Valve and Well, Rem 1 Ea

4. Curb Ramp, Conc, 8 inch 54 Sft

5. Detectable Warning Surface 5 Ft

6. Fire Hydrant Assembly 1 Ea

7. Gate Valve, 8 inch 2 Ea

8. Gate Well, 60 inch dia 2 Ea

9. Gate Well Cover, Fraser 2 Ea

10. Water Main, DI, 8 inch, Tr Det G 18 Ft

11. Water Main, PVC, 8 inch, Pipe Burst 663 Ft

12. Water Serv, Long 9 Ea

13. Water Serv, Transfer 12 Ea

14. Water Main Connection, 8 inch 1 Ea

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

10+00 11+00 12+00 13+00 14+00 15+00 16+00

E X

.9

T/

PI

PE

.9

E X

.2

T/

PI

PE

.2

E X

.6

T/

PI

PE

.6

E X

.3

T/

PI

PE

.3

E X

.0

T/

PI

PE

.0

E X

.2

T/

PI

PE

.2

E X

.6

T/

PI

PE

.6

E X

.7

T/

PI

PE

.7

E X

.4

T/

PI

PE

.4

E X

.4

T/

PI

PE

.4

E X

.1

T/

PI

PE

.1

E X

.0

T/

PI

PE

.0

E X

.3

T/

PI

PE

.3

E X

.5

T/

PI

PE

.5

EX. CENTERLINE OF ROAD

EX. GROUND OVER PROPOSED WM

ST

A.

0+

.0

8"

G .V

.W

R

IM

.3

63 L.F. SAND

S

TA

4+

.0

(8 "x

6" T

EE

T /P

IP

E

7.

S

TA

. 1 0+

.0

C O

N N

EC

T

TO

E

X

S

TA

. 1 0+

.4

O

PE

N C

U T/

PI

PE

B U

R

ST

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

BOT 12" STM 609.48

TOP 8" WM 607.57

BOT 12" STM 609.94

TOP 8" WM 607.64

BOT 12" STM 610.49

TOP 8" WM 607.64

BOT 8" WM 608.53

TOP 12" SAN 600.16

B.M.#347

B.M.#348

B.M.#349

10+00

11+00 12+00 13+00 14+00 15+00 16+00

WATER MAIN PLAN &

PROFILE

HUBER LANE

DAVIDSON ST. TO STA: 16+50

ESR MAV NOVEMBER 2024

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_WM--5/2/2025 7:38:55 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\07-10_CONSTPLAN_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

HUBER

LANE

(60' WIDE)

DAVIDSO

N

STREET

(60' W

IDE)

BENCH MARK NO.349

CHISELED "X" NORTH RIM

OF STORM MANHOLE @ #

18604 DAVIDSON, 15'± EAST

OF CENTER LINE OF HUBER

ELEVATION: 615.11 (NAVD88)

BENCH MARK NO.348

SET MAG SPIKE IN WEST FACE

OF UTILITY POLE ON EAST

SIDE OF HUBER @ # 32128

ELEVATION: 616.09 (NAVD88)

BENCH MARK NO.347

CHISELED "X" WEST RIM OF

STORM MANHOLE @ # 32171

ON WEST SIDE HUBER

ELEVATION: 614.65 (NAVD88)

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

LEGEND

Hydrant, Rem AND Fire Hydrant Assembly

STA. 14+70.00, 18.00' LT

F.G. 614.50

8"x6" TEE AND THRUST BLOCK

STA 14+66.00, 18.00' LT

8" - 90° HORIZ. BEND & THRUST BLOCK

STA. 14+66.00, 20.00' LT

Sidewalk, Rem AND Sidewalk, Conc, 4 inch Gate Valve and Well, Rem AND Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 10+60.00, 24.77' LT

RIM 615.30

600 Ft - Water Main, PVC, 8 inch, Pipe Burst At 20.00' LT

\Water Main Connection, 8 inch AND CUT-IN 8"x8" TEE AND THRUST BLOCK

STA 10+00.00, 23.46' LT

61 Ft - Water Main, DI, 8 inch, Tr Det G

BOT 12" STM 609.48

TOP 8" WM 607.57

BOT 8" WM 608.53

TOP 12" SAN 600.18

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Water Serv, Transfer (TYP.)

Water Serv, Long (TYP.)

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

BOT 12" STM 609.94

TOP 8" WM 607.64

BOT 12" STM 640.49

TOP 8" WM 607.64

Water Serv (TYP.)

1. Curb and Gutter, Rem 22 Ft

2. Pavt, Rem 37 Syd

3. Sidewalk, Rem 20 Syd

4. Hydrant, Rem 1 Ea

5. Gate Valve and Well, Rem 1 Ea

6. Aggregate Base, 6 inch 37 Syd

7. Conc Pavt, Misc, Nonreinf, 8 inch 37 Syd

8. Curb and Gutter, Conc, Det F4 22 Ft

9. Sidewalk, Conc, 4 inch 176 Sft

10. Fire Hydrant Assembly 1 Ea

11. Gate Valve, 8 inch 1 Ea

12. Gate Well, 60 inch dia 1 Ea

13. Gate Well Cover, Fraser 1 Ea

ESTIMATED QUANTITIES

(THIS SHEET)

14. Water Main, DI, 8 inch, Tr Det G 61 Ft

15. Water Main, PVC, 8 inch, Pipe Burst 600 Ft

16. Water Serv 1 Ea

17. Water Serv, Long 2 Ea

18. Water Serv, Transfer 15 Ea

19. Water Main Connection, 8 inch 1 Ea

Sidewalk, Rem AND Sidewalk, Conc, 4 inch AND

Curb and Gutter, Rem AND Pavt, Rem AND Conc Pavt, Misc, Nonreinf Conc, 8 inch ON Aggregate Base, 6 inch AND Curb and Gutter, Conc, Det F4

NOTE:

CONTRACTOR TO VERIFY LOCATION

AND CLEARANCE BETWEEN STORM

AND WATER MAIN WHERE THEY EXIST

AT THE SAME OFFSET.

B.M.#345

B.M.#344

B.M.#346

17+00 18+00 19+00 20+00 21+00 22+00

23+00

23+48

17+00 18+00 19+00 20+00 21+00 22+00 23+00

E X

.3

T/

PI

PE

.3

E X

.0

T/

PI

PE

.0

E X

.9

T/

PI

PE

.9

E X

.1

T/

PI

PE

.1

E X

.4

T/

PI

PE

.4

E X

.8

T/

PI

PE

.8

E X

.1

T/

PI

PE

.1

E X

.5

T/

PI

PE

.5

E X

.2

T/

PI

PE

.2

E X

.9

T/

PI

PE

.9

E X

.0

T/

PI

PE

.0

E X

.3

T/

PI

PE

.3

E X

.6

T/

PI

PE

.6

E X

.8

T/

PI

PE

.8

EX. CENTERLINE OF ROAD

EX. GROUND OVER PROPOSED WM

ST

A.

6+

.0

8"

G .V

.W

R

IM

.9

ST

A.

3+

.0

8"

G .V

.W

R

IM

.6

28 L.F. SAND

S

TA

9+

.0

(8 "x

6" T

EE

T /P

IP

E

7.

S

TA

. 2 3+

.3

C O

N N

EC

T

TO

E

X

S

TA

. 2 2+

.6

P

IP

E B

U R

ST

/O

PE

N

C U

T

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

CAUTION:

EX. GAS MAIN

IN THIS AREA

BOT 12" STM 611.46

TOP 8" WM 607.35

WATER MAIN PLAN &

PROFILE

HUBER LANE

STA. 16+50 TO DOGWOOD LN.

ESR MAV NOVEMBER 2024

1" = 30' HORIZ.

1" = 3' VERT.

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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_WM--5/2/2025 7:38:57 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\07-10_CONSTPLAN_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

9)

HUBER

LANE

(60' WIDE)

DO

G

W O

O D

LA

NE

(6 0'

W

ID

E)

BENCH MARK NO.346

SET MAG NAIL ON EAST SIDE

HUBER ON LIGHT POLE

@# 32354

ELEVATION: 615.59 (NAVD88)

BENCH MARK NO.345

CHISELED "X" ON EAST RIM

SANITARY MANHOLE IN

DRIVE OF # 32378 ON EAST

SIDE HUBER

ELEVATION: 614.33 (NAVD88)

BENCH MARK NO.344

SET MAG NAIL IN WEST SIDE

UTILITY POLE EAST SIDE OF

HUBER @ # 32460

ELEVATION: 616.06 (NAVD88)

M

AT

C H

L

IN

E

ST

A.

6+

(S

EE

S H

EE

T

9)

LEGEND

Hydrant, Rem AND Fire Hydrant Assembly

STA. 19+49.00, 18.00' LT

F.G. 614.60

8" - 90° HORIZ. BEND & THRUST BLOCK

STA. 19+45.00, 20.00' LT

Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 16+78.00, 20.00' LT

RIM 614.90

646 Ft - Water Main, PVC, 8 inch, Pipe Burst At 20.00' LT

Water Main Connection, 8 inch AND CUT-IN 8"x8" TEE AND THRUST BLOCK

STA 23+13.32, 21.08' LT

15 Ft - Water Main, DI, 8 inch, Tr Det G

ESTIMATED QUANTITIES

(THIS SHEET)

1. Sidewalk, Rem 12 Syd

2. Hydrant, Rem 1 Ea

3. Gate Valve and Well, Rem 1 Ea

4. Sidewalk, Conc, 4 inch 46 Sft

5. Curb Ramp, Conc, 8 inch 57 Sft

6. Detectable Warning Surface 5 Sft

7. Fire Hydrant Assembly 1 Ea

8. Gate Valve, 8 inch 2 Ea

9. Gate Well, 60 inch dia 2 Ea

10. Gate Well Cover, Fraser 2 Ea

11. Water Main, DI, 8 inch, Tr Det G 15 Ft

12. Water Main, PVC, 8 inch, Pipe Burst 646 Ft

13. Water Serv, Long 3 Ea

14. Water Serv, Transfer 15 Ea

15. Water Main Connection, 8 inch 1 Ea

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Water Serv, Transfer (TYP.) Water Serv, Long (TYP.)

CAUTION:

EX. OVHD. UTIL.

WIRES IN THIS AREA

CAUTION:

HAZARDOUS AND/OR

FLAMMABLE MATERIAL

EX. " GAS MAIN2

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch

Sidewalk, Rem AND Sidewalk, Conc, 4 inch

Gate Valve and Well, Rem AND Gate Well, 60 inch dia AND Gate Valve, 8 inch AND Gate Well Cover, Fraser

STA. 23+02.00, 21.30' LT

RIM 617.60

Sidewalk, Rem AND Curb Ramp, Conc, 8 inch

VALVE AND

HYDRANT MAP

NORTHWOOD ROAD

JPB MAV NOVEMBER 2024

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

11_Valve--5/2/2025 7:54:19 AM M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\11-12_VALVEMAP_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

NORTHWOOD ROAD

(60' WIDE)

B R

EE

ZE

W A

Y (6

0' R

.O .W

PROPOSED G.V.W. (TYP)

PROPOSED HYDRANT (TYP)

PROPOSED G.V.W. (TYP)

PROPOSED 8" WATER MAIN

M

AT

C H

L

IN

E (S

EE

B

EL

O

W L

EF

T)

M

AT

C H

L

IN

E (S

EE

A

BO

VE

R

IG

H T)

PROPOSED HYDRANT (TYP)

9.

5'

9.

7'

PROPOSED HYDRANT (TYP)

NORTHWOOD ROAD

(60' WIDE)

NORTHWOOD ROAD

(60' WIDE)

9.

5' 9.

2'

M

AT

C H

L

IN

E (S

EE

S

H

EE

T

SNOW ROAD

JPB MAV NOVEMBER 2024

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

12_Valve--5/2/2025 7:54:20 AM M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\11-12_VALVEMAP_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

K

EL

LY

R

O A

D (6

0' W

ID

E)

N O

R

TH

W O

O D

R O

A D

(6 0'

W

ID

E)

PROPOSED 8" WATER MAIN PROPOSED HYDRANT (TYP)

SNOW ROAD

(60' WIDE)

MATCH LINE

(SEE SHEET 11)

CRESTWOOD LANE

JPB MAV NOVEMBER 2024

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

13_Valve--5/2/2025 7:54:21 AM M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\13-14_VALVEMAP_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

PROPOSED G.V.W. (TYP)

PROPOSED HYDRANT (TYP)

PROPOSED 8" WATER MAIN

M

AT

C H

L

IN

E (S

EE

B

EL

O

W L

EF

T)

CRESTWOOD

LANE

(60' WIDE)

D A

VI

D

SO

N

ST

R

EE

T

(6 0'

W

ID

E)

CRESTWOOD

LANE

(60' WIDE)

D O

G W

O O

D

LA

N E

(6 0'

W

ID

E)

M

AT

C H

L

IN

E (S

EE

A

BO

VE

R

IG

H T)

12'

PROPOSED HYDRANT (TYP)

PROPOSED HYDRANT (TYP)

PROPOSED G.V.W. (TYP)

PROPOSED G.V.W. (TYP)

PROPOSED 8" WATER MAIN

HUBER LANE

JPB MAV NOVEMBER 2024

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

14_Valve--5/2/2025 7:54:23 AM M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\13-14_VALVEMAP_HUBER_CRESTWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

PROPOSED G.V.W. (TYP)

PROPOSED HYDRANT (TYP)

M

AT

C H

L

IN

E (S

EE

B

EL

O

W L

EF

T)

M

AT

C H

L

IN

E (S

EE

A

BO

VE

R

IG

H T)

HUBER

LANE

(60' WIDE)

DAVIDSO

N

STREET

(60' W

IDE)

HUBER

LANE

(60' WIDE)

DO

G

W O

O D

LA

NE

(6 0'

W

ID

E)

PROPOSED G.V.W. (TYP)

PROPOSED HYDRANT (TYP)PROPOSED G.V.W. (TYP) PROPOSED 8" WATER MAIN

PROPOSED 8" WATER MAIN

THRU TRAFFIC

ROAD CLOSED

TO

R11-4

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

CRESTWOOD

W20-12P

CRESTWOOD

W20-12P

CRESTWOOD

W20-12P

CRESTWOOD LN

W20-12P

THRU TRAFFIC

ROAD CLOSED

TO

R11-4

CLOSED

ROAD

W20-3

AHEAD

MAINTAINING

TRAFFIC PLAN

CRESTWOOD LANE

AJS MAV APRIL 2025

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

15_MOT--5/2/2025 7:54:24 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\15-17_MOT.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

PLASTIC DRUMS

SPACED @ 25'

PLASTIC DRUMS

SPACED @ 25'

WORK ZONE

WORK ZONE

PLASTIC DRUM

TYPE III BARRICADE, LIGHTED

TYPE III BARRICADE, LIGHTED

W/SUPPLEMENTAL SIGNAGE

TEMPORARY SIGN

TRAFFIC FLOW, THIS STAGE

WORK ZONE

LEGEND

SEE SHEET 18 FOR PARTIAL CLOSURE DETAIL

WORK

ROAD

AHEAD

W20-1

R11-4

W20-12P

TOTAL

SIGN SIZE QTY AREA (SFT)

SIGN LEGEND

THRU TRAFFIC

ROAD CLOSED

TO

3.

2.79 30.42

2.79

3.

W20-12P;

1.50" Radius, 0.63" Border, 0.38" Indent, Black on, Orange;

"CRESTWOOD", C 75% spacing;

CR ESTWOOD

CRESTWOOD

W20-12P

TO

R11-4

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

HUBER

W20-12P

HUBER

W20-12P

THRU TRAFFIC

ROAD CLOSED

TO

R11-4

HUBER

W20-12P

WORK

ROAD

W20-1

AHEAD

HUBER

W20-12P

CLOSED

ROAD

W20-3

AHEAD

MAINTAINING

TRAFFIC PLAN

HUBER LANE

BID ISSUE

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

16_MOT--5/2/2025 7:54:25 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\15-17_MOT.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

WORK ZONE

WORK ZONE

PLASTIC DRUMS

SPACED @ 25'

PLASTIC DRUMS

SPACED @ 25'

PLASTIC DRUM

TYPE III BARRICADE, LIGHTED

TYPE III BARRICADE, LIGHTED

W/SUPPLEMENTAL SIGNAGE

TEMPORARY SIGN

TRAFFIC FLOW, THIS STAGE

WORK ZONE

LEGEND

SEE SHEET 18 FOR PARTIAL CLOSURE DETAIL

WORK

ROAD

AHEAD

W20-1

R11-4

W20-12p

TOTAL

SIGN SIZE QTY AREA (SFT)

SIGN LEGEND

THRU TRAFFIC

ROAD CLOSED

TO

3.

3.78 16.44

3.78

3.

W20-12P;

1.50" Radius, 0.63" Border, 0.38" Indent, Black on, Orange;

"HUBER", C 75% spacing;

HUB ER

HUBER

TO

R11-4

WORK

ROAD

W20-1

AHEAD

NORTHWOOD

W20-12P

WORK

ROAD

W20-1

AHEAD

NORTHWOOD

W20-12P

WORK

ROAD

W20-1

AHEAD

SNOW RD

W20-12P

WORK

ROAD

W20-1

AHEAD

SNOW

W20-12P

THRU TRAFFIC

ROAD CLOSED

TO

R11-4

MAINTAINING

TRAFFIC PLAN

NORTHWOOD ROAD/SNOW

ROAD

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

17_MOT--5/2/2025 7:54:26 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\15-17_MOT.DWG

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72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

PLASTIC DRUM

TYPE III BARRICADE, LIGHTED

TYPE III BARRICADE, LIGHTED

W/SUPPLEMENTAL SIGNAGE

TEMPORARY SIGN

TRAFFIC FLOW, THIS STAGE

WORK ZONE

LEGEND

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

ONE (1) TYPE III BARRICADE

W/ ONE (1) R11-4

TWO (2) TYPE III BARRICADE

WORK ZONE

WORK ZONE

PLASTIC DRUMS

SPACED @ 25'

PLASTIC DRUMS SPACED @ 25'

WORK

ROAD

AHEAD

W20-1

R11-4

W20-12P

W20-12P

TOTAL

SIGN SIZE QTY AREA (SFT)

SIGN LEGEND

THRU TRAFFIC

ROAD CLOSED

TO

3.

2.3 31.4

2.3

3.

W20-12P;

1.50" Radius, 0.63" Border, 0.38" Indent, Black on, Orange;

"NORTHWOOD", C 75% spacing;

NORTHWOOD

3.

4.84 14.32

4.84

3.

W20-12P;

1.50" Radius, 0.63" Border, 0.38" Indent, Black on, Orange;

"SNOW", C 75% spacing;

SNOW

NORTHWOOD

W20-12P

SNOW

PARTIAL CLOSURE

DETAIL

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

18_MOT--5/2/2025 7:54:27 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\15-17_MOT.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

PLASTIC DRUM

TYPE III BARRICADE, LIGHTED

TYPE III BARRICADE, LIGHTED

W/SUPPLEMENTAL SIGNAGE

TEMPORARY SIGN

TRAFFIC FLOW, THIS STAGE

WORK ZONE

LEGEND

YIELD

TO ONCOMING

W20-4A

AHEAD

WATCH

FOR ONCOMING

TRAFFIC

W20-4B

WAY

ONE

R6-2L

ONE WAY

R6-1L

YIELD

TO ONCOMING

W20-4A

AHEAD

WATCH

FOR ONCOMING

TRAFFIC

W20-4B

ONE WAY

R6-1R

WAY

ONE

R6-2R

PLASTIC DRUMS SPACED @10'

PLASTIC DRUMS SPACED @10'

TWO (2) TYPE III BARRICADES

TWO (2) TYPE III BARRICADES

10+00 11+00 12+00 13+00 14+00 15+00 16+00

B.M.#342

B.M.#341

16+00 17+00 18+00 19+00 20+00 21+00 22+00

B.M.#339

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

NORTHWOOD ROAD

JPB MAV APRIL 2025

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

19_SESC--5/2/2025 7:54:28 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\19-20_SESC_NORTHWOOD.DWG

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72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

NORTHWOOD ROAD

(60' WIDE)

M

AT

C H

L

IN

E (S

EE

B

EL

O

W L

EF

T)

M

AT

C H

L

IN

E (S

EE

A

BO

VE

R

IG

H T)

NORTHWOOD ROAD

(60' WIDE)

NORTHWOOD ROAD

(60' WIDE)

M

AT

C H

L

IN

E (S

EE

S

H

EE

T

ALL RESTORATION OF DISTURBED LAWN

SURFACES WILL BE Topsoil, AND Sodding.

NO DEWATERING OR STOCKPILING OF

MATERIAL IS ANTICIPATED.

SILT FENCE WILL BE CONSTRUCTED IF

DEEMED NECESSARY DURING

CONSTRUCTION.

GROSS ACREAGE DISTURBED: 0.03 ACRES

LIMITS OF DISTURBANCE

LEGEND

APPROX. LIMITS OF DISTURBANCE (TYP.)

SOILS INFORMATION

AREA OF CONSTRUCTION:

SI = Sims clay loam

Topsoil Surface, Furn, 3 inch AND Sodding (TYP.)

Topsoil Surface, Furn, 3 inch AND Sodding (TYP.)

FURNISH & INSTALL Erosion Control, Inlet Protection, Fabric Drop (TYP.)

ESTIMATED QUANTITIES

(THIS SHEET)

1. Erosion Control, Inlet Protection, Fabric Drop 5 Ea

2. Topsoil Surface, Furn, 3 inch 132 Syd

3. Sodding 132 Syd

SI

SI

SI

Erosion Control, Inlet Protection, Fabric Drop

SI

SI

SI

FURNISH & INSTALL Erosion Control, Inlet Protection, Fabric Drop (TYP.)

Topsoil Surface, Furn, 3 inch AND Sodding (TYP.)

APPROX. LIMITS OF DISTURBANCE (TYP.)

+0

+7

9+22 10+00 11+00 12+00 13+00 13+21

B.M.#506O

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

SNOW ROAD

JPB MAV APRIL 2025

1" = 30'

15 30 60

5/5/2025 BID ISSUE

0190-0523-1

2024 WATER MAIN

REPLACEMENT

CITY OF FRASER

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:

20_SESC--5/2/2025 7:54:29 AM

M:\0190\0190-0523\CAD\DRAWINGS\CONSTRUCTION\CIVIL\0523-1\19-20_SESC_NORTHWOOD.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

K

EL

LY

R

O A

D (6

0' W

ID

E)

N O

R

TH

W O

O D

R O

A D

(6 0'

W

ID

E)

SNOW ROAD

(60' WIDE)

MATCH LINE

(SEE SHEET 19)

ALL RESTORATION OF DISTURBED LAWN

SURFACES WILL BE Topsoil, AND Sodding.

NO DEWATERING OR STOCKPILING OF

MATERIAL IS ANTICIPATED.

SILT FENCE WILL BE CONSTRUCTED IF

DEEMED NECESSARY DURING

CONSTRUCTION.

GROSS ACREAGE DISTURBED: 0.06 ACRES

LIMITS OF DISTURBANCE

LEGEND

APPROX. LIMITS OF DISTURBANCE (TYP.)

SOILS INFORMATION

AREA OF CONSTRUCTION:

SI = Sims clay loam

Topsoil Surface, Furn, 3 inch AND Sodding (TYP.)

Topsoil Surface, Furn, 3 inch AND Sodding (TYP.)

ESTIMATED QUANTITIES

(THIS SHEET)

1. Erosion Control, Inlet Protection, Fabric Drop 2 Ea

2. Topsoil Surface, Furn, 3 inch 95 Syd

3. Sodding 95 Syd

Erosion Control, Inlet Protection, Fabric Drop

FURNISH & INSTALL Erosion Control,…