Washington Park Utility Extension Project IFB Plans.pdf

PDF 23 MB Posted Apr 28, 2025

Attached to: Washington Park Utility Extension Project Bid
Solicitation number: 2025-17
Issued by: Shiawassee County, Michigan

About this file

Written by GovTribe AI · Apr 29, 2025

These construction documents are for the Washington Park Utility Extension Project, prepared by the City of Owosso Engineering Division in Shiawassee County, Michigan. The project involves 0.25 miles of water main installation, 0.04 miles of sanitary sewer main installation, 0.13 miles of street rehabilitation, and the construction of a lift station and force main. Key elements include installing an 8-inch PVC water main, sanitary sewer improvements, roadway reconstruction on Wesley Drive and Washington Street, and a new Washington Park Lift Station. The project area covers multiple streets in Owosso, with work to be completed in April 2025.

The project's scope includes comprehensive utility and infrastructure upgrades with detailed specifications for water main construction, storm sewer installation, roadway improvements, and electrical infrastructure. The plans specify using Michigan Department of Transportation (MDOT) standard specifications, including AWWA standards for water main construction and Michigan Safe Drinking Water Act requirements. The total project involves multiple components such as water main connections, fire hydrant installations, water service leads, concrete pavement, aggregate base course, hot mix asphalt paving, and a package duplex lift station with a natural gas generator. Estimated quantities are provided for various construction elements, and the project includes provisions for soil erosion control, traffic maintenance, and utility coordination.

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Other files

File	Type	Posted
Washington Park Utility Extension Project PART ONE Specifications.pdf	PDF	Apr 28, 2025
Washington Park Utility Extension Project Bid Documents.pdf	PDF	Apr 28, 2025
Washington Park Utility Extension Project PART TWO Specifications.pdf	PDF	Apr 28, 2025

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W. KING ST.

S T.

H S

D S

R K

W O

O D

N A

W O

O D

N A

W. WILLIAMS ST.

W. MASON ST.

W. MAIN ST.

W. EXCHANGE ST.

N G

S T.

W. SOUTH ST.

MARY ST.

HIRAM ST.

W. SOUTH ST.

W O

O D

D R

R T

S T.

FREEMAN ST.

R G

S T.

HERMAN ST.

R S

R G

HIRAM ST.

HENRY ST.

W. STEWART ST.

U S

FREDERICK ST.

GREGORY ST.

U S

C H

U T

S T.

FREDERICK ST.

M O

N T

C T.

S T.

W O

O D

D R

S T.

RAIN ST.

YOUNG ST.

LYNN ST.

R O

W. MILWAUKEE ST.

S T.

MACK ST.

M O

R R

CLINTON ST.

CASS ST.

N U

CLYDE ST. S.

S T.

RYAN ST.

GRACE ST.

W. STEWART ST.

AMENT ST.

LYNN ST.

MILWAUKEE ST.

S T.

LYNN ST.

O W

GRACE ST.

RYAN ST.

W. RIDGE ST.

W. MILWAUKEE ST.

FLETCHER ST.

CASS ST.

G R

S T.

CURWOOD DR.

BEEHLER ST.

DONALD ST.

W. MAIN ST.

CLEVELAND ST.

N . C

H O

N . B

R O

S T.

N. C

HIP

MAN

O T

N . C

S T.

W. OLIVER ST.

RIVER ST.

W O

O D

L C

BEEHLER ST.

N . L

S T.

N . L

N G

S T.

U N

S T.

RIVER ST.

BRADLEY ST.

N . H

O W

W. OLIVER ST.

LEE ST.

CURWOOD

BRADLEY ST.

N . E

N . S

ASTLE D

N . W

S T.

W. OLIVER ST.

N . W

S T.

KEYTE ST.

FARR AVE.

E. COMSTOCK ST.

UNIVERSAL DR.

HARPER ST.

E. RIDGE ST.

MONROE ST.

E. STEWART ST.

S T.

W. HOWARD ST.

MILWAUKEE ST.

AUBURNDALE AVE.

G R

FRANKLIN AVE.

MONROE ST.

N . P

N . W

S T.

N . B

N . W

S T.

GOODHUE ST.

E. MAIN ST.

M - 71

M cM

N A

INDUSTRIAL DR.

M cM

N A

N R

.SOUTH ST.

O O

D A

MONROE ST.

O N

M - 71

MELINDA AVE.

AVON DR.

O N

E C

S T.

STINSON ST.

OLMSTEAD ST.

D S

IRENE DR.

S D

WILLOW

ALTURAS DR.

ALTA VISTA DR.

DR.

DRIVE

SHADY LANE

BUCKLEY DR.

N . C

S T.

JENNETT ST.

ELIZABETH ST.

JENNETT ST.

W. KING ST.

N . W

S T.

CAMPBELL DR.

RIVERSIDE DR.H

R S

O R

C H

S T.

W. NORTH ST.

CAMPBELL DR.

LENNOX ST.

GALUSHA ST.

ABBOTT ST.

N . B

N . P

N . W

S T.

N . S

OSBURN ST.

E. NORTH ST.

STRATFORD DR.

N . H

R Y

WESLEY DR.

BRANDON ST.

R U

M O

D Y

HIRAM ST.

W. SOUTH ST.

N . C

S T.

D S

D O

W D

KRUST DR.

E. EXCHANGE ST.

N . P

N . S

GENESEE ST.

W. STEWART ST.

E. NORTH ST.

N . S

M-21

W R

RYAN ST.

M-52

W. MAIN ST.

S T.

YOUNG ST.

CLINTON ST.

S T.

HIGH

SCHOOL

GROUNDS

JR HIGH

SCHOOL

GROUNDS

HENRY ST.

CORUNNA AVE.

E. MASON ST.

E. WILLIAMS ST.

E. OLIVER ST.

LYNN ST.

W. RIDGE ST.

ATHA

HIAW

N S

M-71

M-21M-21

HARDING AVE.

HURON ST.

E. HOWARD ST.

R Y

E. HOWARD ST.

N . H

R Y

CORUNNA AVE.

E. HOWARD ST.

N S

HIMBURG DR.

H S

T. H U

G G

S T.

HURON ST.

N . D

S T.

O U

W O

O D

W O

O D

O U

JEROME AVE.

ALLENDALE AVE.

QUEEN ST.

D O

S T.

W O

O D

S T.

E. KING ST.

N . G

O U

HUNTINGTON DR.

N . H

R Y

M-21

D R

S T.

E. EXCHANGE ST.

E. OLIVER ST.

E. MASON ST.

E. MAIN ST.

W O

O D

E. KING ST.

E. COMSTOCK ST.

CORUNNA AVE.

GROVER ST.

GROVER ST. S.

S T.

JEROME AVE.

S T.

R Y

E. OLIVER ST.

E. WILLIAMS ST.

S T.

N . H

R Y

. W

T O

E. KING ST.

HATHAWAY DR.

WOOD DR.

APPLE W

O D

C T.

C O

.MARION ST.

N U

R C

S T.

GUTE ST.

FRANCIS AVE.

HAMPTON AVE.

CLYDE ST.

PRINDLE ST.

S T.

FARR AVE.

C O

LYNN ST.

S T.

W. KING ST.

S T.

W. SOUTH ST.

HIA

M- 5

SOUTH ST.

HOPKINS LAKE DRIVE

E. MASON ST.

N . O

E. EXCHANGE ST.

G W

D R

MOORE ST.

S T.

Y C

G O

N W

O O

D A

W. NORTH ST.

MAN

CHIP LANE

STEVENS DR.

H U

N G

D R

MOORE ST.

N . G

O U

H U

N G

D R

E. NORTH ST.

H O

JACKSON

CIRCLE

COURT

PINTAIL

FLETCHER ST.

. S.

N S

THE DESIGN OF THIS ROAD IS BASED ON THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF CONSTRUCTION, 2020 EDITION, AND THE AASHTO A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2011 EDITION, AND THE MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAYS, 2011 EDITION.

THE MATERIAL AND METHODS FOR WATER MAIN CONSTRUCTION CONFORM TO THE STANDARDS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA) AND THE MICHIGAN SAFE DRINKING WATER ACT 1976 PA

399, AS AMENDED, AND THE ADMINISTRATIVE RULES.

CONTRACT FOR: 0.25 MILES OF WATER MAIN INSTALLATION, 0.04 MILES OF SANITARY SEWER MAIN INSTALLATION, 0.13 MILES OF STREET REHABILITATION, LIFT STATION AND FORCE MAIN INSTALLATION

CITY OF OWOSSO APPROVAL

6201000052

DIRECTOR OF ENGINEERING CLAYTON WEHNER, PE REGISTRATION NUMBER DATE

SHEET

NO. DESCRIPTION

PART ONE - UTILITY AND ROADWAY IMPROVEMENTS

1 COVER SHEET

2 WATER MAIN NOTES AND DETAILS

3 WATER MAIN STANDARD DETAILS

4 STREET ITEMS GENERAL NOTES AND DETAILS

SEWER TRENCH DETAILS

5 SESC STANDARD NOTES

6 TYPICAL CROSS SECTIONS

7 TRAFFIC CONTROL PLAN

8 REMOVAL PLAN

9 CONSTRUCTION PLAN

10 CONSTRUCTION PROFILE

11 RESERVED

12 DETAIL GRADES

13-14 WATER MAIN PLAN AND PROFILE

15 RESERVED

16 SOIL BORINGS

17-19 CROSS SECTIONS - WESLEY DRIVE

PART TWO - WASHINGTON PARK LIFT STATION

C-001 GENERAL NOTES & LEGEND

C-101 PROPOSED SITE PLAN

C-501 STANDARD DETAILS

C-502 PUMP STATION DETAILS

E-001 NOTES & LEGEND

E-101 PROPOSED SITE PLAN AND ONE-LINE

E-501 STANDARD DETAILS

M-101 MECHANICAL NEW WORK

UTILITY CONTACTS

THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AT THE TOME OF PREPARING THESES PANS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE REASONABILITY TO BE SATISFIED AS TO ITS ACCURACY AND LOCATION OF EXISTING

UTILITIES.

CHARTER COMMUNICATIONS

ATT: MARK KELLY

1480 S. VALLEY CENTER DRIVE

BAY CITY, MI 48706

CABLE TV

PHONE: 989-233-9404

mark.kelly@chartercom.com

CITY OF OWOSSO

ATT: CLAYTON WEHNER, P.E.

301 W. MAIN STREET

OWOSSO, MI 48867

ROAD & STORM SEWER

989-725-0550 clayton.wehner@ci.owosso.mi.us

CITY OF OWOSSO

ATT: RYAN SUCHANEK

301 W. MAIN STREET

OWOSSO, MI 48867

SANITARY SEWER & WATER MAIN

989-725-0550 ryan.suchanek@ci.owosso.mi.us

CONSUMERS ENERGY

ATT: TRACY MAHAR

1801 W. MAIN ST

OWOSSO, MI 48867

ELECTRIC

OFFICE: 989-729-3250

CELL: 517-204-9018

tmmahar@cmsenergy.com

CONSUMERS ENERGY

ATT: ADAM BERTRAM

530 W. WILLOW STREET

P.O. BOX 30162

LANSING, MI 48909

GAS

OFFICE: 517-374-2375

CELL: 517-614-8570

adam.bertram@cmsenergy.com

DAYSTARR COMMUNICATIONS

ATT: JARED JACKSON

307 N. BALL STREET

OWOSSO, MI 48867

FIBER

PHONE: 989-720-6004

FAX: 989-720-6060

jared.jackson@daystarrfiber.net

FRONTIER COMMUNICATIONS

ATT: HAROLD ROTH

1943 W. M-21

OWOSSO, MI 48847

FIBER

PHONE: 989-627-9759

harold.roth@ftr.com

SHIAWASSEE COUNTY HEALTH DEPARTMENT

ENVIRONMENTAL HEALTH DIVISION

ATT: STEVE ALWORDEN

201 N. SHIAWASSEE STREET

CORUNNA, MI 48817

SOIL EROSION AND SEDIMENTATION CONTROL

PHONE: 989-743-2289

FAX: 989-743-2413

salworden@shiawasseechd.net

CALL MISS DIG AT 1-800-482-7171 OR 811 THREE DAYS, EXCLUDING

SATURDAY, SUNDAY, AND HOLIDAY, BEFORE STARTING YOUR

PROJECT.

MDOT ROAD STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE MDOT STANDARD PLAN GIVEN BELOW OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED.

DRAINAGE STRUCTURES R-1-G*

COVER B R-7-F*

MONUMENT BOXES R-11-E

COVER K R-15-F*

COVER Q R-18-F*

SIDEWALK RAMP AND DETECTABLE WARNING DETAILS R-28-J*

DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS R-29-I

CONCRETE CURB AND CONCRETE CURB AND GUTTER R-30-G

BUMPER & PARKING RAIL AND MISC. WOOD POSTS R-74-D

GRANULAR BLANKET, UNDERDRAINS, AND OUTLET ENDINGS FOR SEWER UNDERDRAINS, AND

SEWER BULKHEADS R-80-E

BEDDING AND FILLING AROUND PIPE CULVERTS R-82-D

UTILITY TRENCHES R-83-C

SOIL EROSION & SEDIMENT CONTROL MEASURES R-96-E

SEEDING AND TREE PLANTING R-100-H

*SPECIAL DETAILS INCLUDED IN PROPOSAL OR MODIFIED IN GENERAL PLANS

Know what's below.

before you dig.Call

C H

K D

D B

Y C

B Y

O R

N S

N O

Y O

F O

W O

, M

N D

O F

C E

T N

D B

O O

C R

O N

4/25/2025

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

SHIAWASSEE

AutoCAD SHX Text

SHIAWASSEE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

HOPKINS

EXISTING VALVE WITH MANHOLE ABANDONMENT DETAIL

NOT TO SCALE

REMOVE AND

SALVAGE VALVE BOX

CLOSE VALVE

BACKFILL WITH

COMPACTED

GRANULAR MATERIAL

NOTE:

THE CITY RESERVES THE RIGHT TO CLAIM ANY

EX. WATER VALVE BOXES AND GATE WELL

COVERS AND CASTINGS. ALL UNCLAIMED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR.

THE PROPERTY OF THE CONTRACTOR.

ALL UNCLAIMED WATER BOXES BECOME

THE RIGHT TO CLAIM ANY EX. WATER BOXES.

NOTE: THE CITY OF OWOSSO RESERVES

PROP. WATER MAIN

SERVICE (TYP.)

(REMOVE CURB BOX AND

CLOSE EX. CURB STOP)

EX. CURB STOP AND BOX

EX. WATER

NEW CORPORATION STOP

EX. WATER MAIN

PROP. WATER SERVICE

NEW CURB STOP AND BOX

R.O.W. LINE

CONNECT TO EX. WATER SERVICE

CURB AND GUTTER

R.O.W. LINE

SIDEWALK (WHERE EXISTING)

(3 FLAG MAX. SIDEWALK DISTURBANCE

UNLESS OTHERWISE APPROVED)

3 FLAG MAX. SIDEWALK DISTURBANCE

UNLESS OTHERWISE APPROVED BY CITY

WATER SERVICES ON THE OPPOSITE SIDE OF THE ROAD OF

THE NEW WATER MAIN SHALL BE BORED.

WATER SERVICES ON THE SAME SIDE OF THE ROAD AS THE

NEW WATER MAIN SHALL BE OPEN CUT.

WHERE THE EXISTING CURB STOP BOX IS LOCATED IN

PAVEMENT, PAVEMENT REMOVAL AND DRIVE RESTORATION

WILL BE PAID SEPARATELY. CONTRACTOR SHALL MINIMIZE

PAVEMENT DISTURBANCE AS DIRECTED BY THE ENGINEER.

REMOVE UPPER CONE SECTION

OF GATE WELL

REMOVE AND SALVAGE

EXISTING CASTING AND COVER

CLOSE VALVE

BACKFILL WITH

COMPACTED

GRANULAR MATERIAL

EXISTING VALVE WITH VALVE BOX ABANDONMENT DETAIL

NOT TO SCALENEW WATER SERVICE CONNECTION DETAIL

NOT TO SCALE

WATER MAIN TRENCH INSULATION DETAIL

NOT TO SCALE

PIPE BEDDING

MATERIAL

EXTEND INSULATION BOARD

DOWN SIDES TO BOTTOM OF

BEDDING

MINIMUM 2' WIDE BY 4" THICK

INSULATION BOARD (USE TWO,

2" THICK BOARDS).

MASTIC ALL JOINTS

WATER MAIN

N W

F C

T 6"

BACKFILL MATERIAL

6" 4"

PROPOSED FINAL GRADE

NOTES:

1. INSULATION BOARD SHALL BE CLOSED CELL, EXTRUDED

POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40 PSI

COMPRESSION STRENGTH (ASTM D1621) 0.1% MAX. WATER

ABSORPTION (ASTM C272), OR OWNER APPROVED

EQUIVALENT.

2. BACKFILL MATERIAL AROUND INSULATION SHALL BE CLASS II

GRANULAR MATERIAL.

3. OVERLAP ALL INSULATION BOARD JOINTS.

EXISTING AND PROPOSED WATER

SERVICE LEADS ARE NOT SHOWN ON

PLAN SHEETS. METER PITS, WHERE

VISIBLE AT TIME OF TOPOGRAPHIC

SURVEY, ARE SHOWN.

SIDEWALK REMOVAL AND

REPLACEMENT FOR WATER SERVICE

LINE REPLACEMENT IS ALSO NOT

SHOWN ON PLAN SHEETS AND SHALL

BE AS DIRECTED BY ENGINEER

FREEBORE NOTE:

CONTRACTOR SHALL FREEBORE PROPOSED WATER

MAIN WHERE NECESSARY TO SAVE/PROTECT TREES

OR AVOID EXISTING UTILITIES AND POLES. COST OF

FREEBORE SHALL BE INCLUDED IN THE WATER MAIN

PAY ITEM. REQUIRED FREEBORE LOCATIONS SHALL

BE DETERMINED IN THE FIELD AND ARE NOT SHOWN

ON THE PLANS.

CONSUMERS ENERGY NOTE:

ALL UTILITY POLES SHALL BE PROTECTED BY THE

CONTRACTOR DURING CONSTRUCTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE

HIS CONSTRUCTION OPERATIONS WITH AFFECTED

UTILITIES AND ADEQUATELY SUPPORT THE POLES.

WATER USAGE NOTE:

A SERVICE CHARGE OF $1,250 WILL BE REQUIRED AT TIME OF PERMIT

APPLICATION. THIS FEE INCLUDES THE MINIMUM CHARGE OF $75 FOR 5,000

BULK GALLONS OF WATER, PLUS ADDITIONAL CHARGES OF $16 PER 1,000

GALLONS CONSUMED IN EXCESS OF THE MINIMUM QUANTITY. OWOSSO

WATER SYSTEM PERSONNEL WILL ATTACH A WATER METER AND RPZ

BACKFLOW PREVENTER TO THE HYDRANT FOR CONTRACTOR USE. IF THE

WATER METER AND RPZ IS RETURNED IN GOOD OPERATING CONDITION,

THE CONTRACTOR WILL RECEIVE A $450 REFUND, LESS ADDITIONAL WATER

CONSUMED IN EXCESS OF MINIMUM QUANTITY.

2 Ea Pedestrian, Type II Barricade, Temp

2 Ea

50 Ea

200 Sft Sign, Type B, Temp, Prismatic, Furn & Oper

1 LSUM

1 LSUM Traf Regulator Control

1 LSUM

Mobilization, Max 10% (Road and Storm Sewer, Gravity Sanitary Sewer, Water Main)

25 Ft Curb and Gutter, Rem

50 Syd Pavt, Rem

100 Cyd Subgrade Undercutting, Type II

5 Cyd Subbase, CIP

100 Cyd Aggregate Base, LM, Modified

10 Syd Aggregate Base, 6 inch, Modified

100 Cyd Material, Surplus and Unsuitable, Rem, LM

25 Cyd Salv Crushed Material, LM

50 Ton Maintenance Gravel

2 Ton Cement

50 Syd Driveway, Nonreinf Conc, 6 inch

25 Ft Curb and Gutter, Conc, Det F4, Modified

4 Ea Post, Mailbox

1 LSUM Audio Visual Filming

1 LSUM Testing and Chlorination of Water Main

4 Ea Sign, Type III, Rem

4 Ea Sign, Type III, Erect, Salv

C H

K D

D B

Y C

B Y

O R

N S

N O

Y O

F O

W O

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N D

O F

C E

T N

D B

C R

O N

MIN.

PAVEMENT - MATCH EX THICKNESS (MIN 4")

30"

MIN.

1:1 21AA LIMESTONE

2'-0"

AGGREGATE BASE, 8 INCH, MODIFIED

LIMITS OF PAVEMENT REMOVAL

(6'-6" MINIMUM)

I.D.

30"

WATERMAIN

GRANULAR MATERIAL

CLASS II

GRANULAR MATERIAL

CLASS III

2'-0"

EXISTING GROUND

I.D.

30"

WATERMAIN

SUITABLE MATERIAL

EXCAVATED FROM

TRENCH (OTHER THAN

WET UNSTABLE CLAY)

I.D.

EXISTING GROUND

TRENCH BACKFILL DETAIL 'F'

TYPICAL WATERMAINS

NOT WITHIN INFLUENCE OF ROADBED,

DRIVEWAY, OR SIDEWALK, AND

LOCATED OUTSIDE OF ROAD

RIGHT-OF-WAY

BACK OF CURB OR

EDGE OF SHOULDER

TRENCH BACKFILL DETAIL 'G'

TYPICAL WATERMAINS

UNDER ROADBED AND/OR WITHIN INFLUENCE OF

ROADBED, DRIVEWAY, OR SIDEWALK, OR

LOCATED WITHIN THE ROAD RIGHT-OF-WAY

30"

TURF RESTORATION

R.O.W.

AGGREGATE BASE

PAID FOR AS:

AGGREGATE BASE, 8

INCH, MODIFIED

3.5' 3.5'

1:1

3.5'

1:1

TURF RESTORATION

ASPHALT

PAID FOR AS:

HMA, 13A

WATER MAIN CONSTRUCTION NOTES

1. ALL WATER MAIN MAIN LINE PROPOSED FOR THIS PROJECT HAS BEEN DESIGNED FOR AND SHALL BECOME A PUBLIC

SYSTEM.

2. A WATER MAIN CONSTRUCTION PERMIT FROM THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY MUST BE ISSUED PRIOR TO BEGINNING THE CONSTRUCTION OF ANY WATER MAIN IN THIS PROJECT.

3. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF OWOSSO SPECIAL PROVISION FOR WATER MAIN INSTALLATION

AND THE STANDARD DETAILS.

4. ALL PUBLIC WATER MAIN SHALL BE OWNED AND MAINTAINED BY THE CITY OF OWOSSO UPON COMPLETION OF THE

PROJECT.

5. ALL PUBLIC WATER MAIN SHALL BE PVC AWWA C900/C909. TRACER WIRE AND BOXES SHALL CONFORM TO THE CITY OF

OWOSSO SPECIAL PROVISION FOR WATER MAIN INSTALLATION.

6. ALL PIPES, PIPE FITTINGS, PLUMBING FITTINGS, AND FIXTURES THAT ARE USED FOR POTABLE WATER MUST COMPLY WITH THE LEAD FREE REQUIREMENT AND MUST BEAR THE MARK NSF/ANSI STANDARD 61, ANNEX G OR NSF 61-G.

7. GATE VALVES SHALL BE EAST JORDAN RESILIENT SEATED GATE VALVES CONFORMING TO AWWA C509. VALVES SHALL BE VERTICAL, NON-RISING STEM AND OPEN CLOCKWISE. SEE CITY OF OWOSSO SPECIAL PROVISION FOR WATER MAIN

INSTALLATION AND STANDARD DETAILS.

8. FIRE HYDRANTS SHALL CONFORM TO THE SPECIFICATION SHOWN ON THIS SHEET.

9. WHERE SANITARY SERVICE LEADS OR OTHER UTILITIES ARE ENCOUNTERED DURING THE CONSTRUCTION OF THE WATER MAIN, THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO EITHER THE WATER MAIN OR EXISTING UTILITY TO PROVIDE CONTINUOUS SERVICE TO PROPERTIES ALONG THE ROUTE OF CONSTRUCTION. ALL WORK INCLUDING THE REBORING OF SANITARY SEWER SERVICE LEADS TO ACCOMMODATE CONSTRUCTION OR ADJUSTING WATER MAIN CONSTRUCTION TO CLEAR EXISTING SERVICES SHALL BE CONSIDERED INCLUSIVE TO CONSTRUCTION OF THE WATER MAIN.

10. PRESSURE TAPS TO EXISTING WATER MAINS AND CONNECTIONS TO EXISTING VALVES SHALL BE MADE ONLY UNDER CITY OF OWOSSO OBSERVATION. ALL VALVE OPENING AND CLOSING SHALL BE BY THE CITY OF OWOSSO PERSONNEL. A

FULL DIAMETER STAINLESS STEEL TAPPING SLEEVE IS REQUIRED FOR ALL PRESSURE TAPS.

11. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OVER THE TOP OF THE PIPE OF 5.5 FEET FROM FINISHED GRADE. THE STANDARD LAYING CONDITIONS FOR WATER MAIN SHALL BE A 30" TRENCH WIDTH OR PIPE DIAMETER PLUS 12". THE PIPE SHALL BE LAID ON A 4" PREPARED SAND CUSHION WITH RECESSES TO ACCOMMODATE PIPE BELLS.

12. ALL WATER SERVICE LEADS SHALL HAVE A MINIMUM COVER OVER THE TOP OF THE PIPE OF 5 FEET FROM FINISHED

GRADE.

13. ALL TRENCH EXCAVATION UNDER OR WITHIN 5' OF EXISTING OR PROPOSED PAVING SHALL BE BACKFILLED WITH CLASS II

COMPACTED GRANULAR MATERIALS.

14. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAIN AND SEWERS SHALL BE 10 FEET.

15. CONTRACTOR SHALL RESTRAIN ALL THRUST IN THE SYSTEM BY THE USE OF MEGA-LUG RESTRAINED JOINTS. ALL HYDRANTS, TEES, VERTICAL OR HORIZONTAL BENDS AND FUTURE VALVE CONNECTIONS SHALL BE RESTRAINED.

RESTRAINTS SHALL HAVE APPROVAL PRIOR TO BEING INCORPORATED INTO PROJECT CONSTRUCTION.

16. WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA STANDARD C605, AND DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651. WATER MAIN CHLORINATION SHALL BE OBSERVED AND MONITORED BY CITY

OF OWOSSO REPRESENTATIVE.

17. WATER SERVICE LEADS SHALL BE TYPE "K" COPPER AND SHALL BE A MINIMUM OF ONE-INCH (1") IN DIAMETER. ALL SERVICE LEADS SHALL BE BORED UNDER ROADWAY. CORPORATIONS SHALL BE BRONZE ALLOY OR BRASS AND COMPLY

WITH NSF/ANSI-372 OR NSF/ANSI-61G.

18. THE CONTRACTOR SHALL INSTALL TWO INCH CORPORATIONS ON THE WATERLINE FOR PRESSURE TESTING, CHLORINE ADDITION AND FOR BLOW-OFF PURPOSES. THE CORPORATIONS SHALL HAVE COPPER PIPE EXTENDING TO THE GROUND SURFACE. THE CONTRACTOR SHALL REMOVE THE CORPORATION AND COPPER LINE UPON A SATISFACTORY TEST AND

INSTALL A PLUG.

19. THE CONTRACTOR SHALL ENCASE THE WATER MAIN IN PLASTIC OR CONCRETE PIPE WHERE VERTICAL SEPARATION BETWEEN STORM SEWER AND WATER MAIN OR SANITARY SEWER AND WATER MAIN IS LESS THAN EIGHTEEN (18) INCHES, AS

PER MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY.

20. WHERE WATER MAIN CROSSES BENEATH SANITARY OR STORM SEWER, A SOLID LENGTH OF PIPE SHALL BE POSITIONED ABOVE OR BENEATH THE CROSSING TO AVOID PIPE JOINTS IN THE VICINITY OF THE CROSSING.

SIZE OF

MAIN AA BB CC DD

PLUGS

10"

12"

14"

16"

18"

20"

24"

30"

36"

42"

1'-0" 1'-0" 1'-0"

1'-0"

0'-6"

0'-9"

1'-0"

1'-6"

1'-3"

2'-0"

2'-0"2'-0"

2'-0"

1'-9"

2'-0"2'-6"

2'-6"3'-0"

3'-0"

2'-6"

1'-6"

2'-0"

8'-0"

6'-0" 6'-0"

6'-0"

5'-0"

4'-0"

4'-0" 4'-0"

5'-0"

3'-6"

4'-0"

2'-3"

5'-3"

3'-9"

4'-6"

MINIMUM

CONCRETE

REQUIRED

0.04 CYD

0.06 "

0.11 "

0.19 "

0.28 "

0.49 "

0.52 "

1.00 "

1.45 "

2.78 "

4.96 "

8.00 "

12.44 "

A B C D

90° BENDS OR TEE

1'-0" 1'-0" 1'-0"

1'-0"

0'-8"

0'-10"

1'-0"

1'-2"1'-6"

1'-6"

1'-3"

1'-4"

2'-0"

2'-0"2'-0"

2'-0"

1'-9"

2'-0"

2'-6"3'-0"

3'-0"

2'-6"

3'-0"

2'-3"

2'-6"

1'-8"

2'-0"

9'-0"

8'-0"

7'-0"

7'-6"

5'-0"

4'-0"

4'-6"

5'-6"

3'-6"

2'-3"

5'-3"

3'-9"

4'-6"

MINIMUM

CONCRETE

REQUIRED

0.04 CYD

0.07 "

0.12 "

0.19 "

0.32 "

0.49 "

0.69 "

1.06 "

1.23 "

2.74 "

5.39 "

8.12 "

11.58 "

E F

1'-0"

0'-6"

0'-9"

1'-0"

1'-6"

1'-3"

2'-0"

3'-0"

2'-6"

2'-9"

1'-6"

2'-3"

3'-9"

0'-6"

3'-0"

6'-0"

7'-0"

2'-0"

4'-0"

3'-6"

1'-6"

0'-6"

0'-9"

1'-9"

2'-9"

1'-3"

G H I J

45° BENDS

1'-6" 1'-0" 1'-0"

1'-0"

1'-6"

2'-0"

1'-9"3'-0"

3'-0"

2'-6"

3'-0"

2'-6"

2'-0"

7'-7"

6'-0"

5'-6"

4'-0"

3'-0"

3'-6"

2'-3"

5'-3"

3'-9"

4'-6"

MINIMUM

CONCRETE

REQUIRED

0.04 CYD

0.04 "

0.08 "

0.11 "

0.15 "

0.29 "

0.47 "

0.51 "

0.82 "

1.21 "

2.14 "

4.03 "

6.43 "

0'-6"

2'-0"

4'-0"

2'-0"

0'-6"

0'-6"1'-6"

2'-0"

1'-0" 0'-6"0'-6"

0'-9"1'-6" 1'-3" 0'-9"

1'-6" 1'-0" 0'-9"

2'-0"

6'-0"

3'-0"

4'-0"

5'-0"

7'-0"

1'-6"

1'-0"

3'-0"

2'-6"

2'-0"

1'-9"

1'-6"

1'-3"

1'-0"

1'-9"

L M N O

22 1/2° BENDS

1'-0"

2'-0"

1'-9"

3'-0"

2'-6"

2'-0"

4'-0"

3'-0"

2'-3"

5'-3"

3'-9"

4'-6"

2'-0"

0'-4"

0'-6"

1'-0" 0'-6"

1'-6" 1'-3"

1'-6"

3'-0"

4'-0"

5'-0"

1'-6"

MINIMUM

CONCRETE

REQUIRED

0.03 CYD

0.03 "

0.04 "

0.07 "

0.08 "

0.16 "

0.24 "

0.48 "

0.58 "

0.80 "

1.35 "

2.77 "

3.85 "

0'-8" 0'-8"

1'-0"

1'-6"

1'-6" 0'-6"

0'-7"1'-2"

0'-9"1'-6"2'-0"

1'-0"2'-0"2'-0"

1'-0"

3'-0"

2'-6"

2'-0"

1'-6" 1'-3"

5'-0"

3'-0"

P Q R

11 1/4° BENDS

1'-0"

2'-0"

1'-9"

3'-0"

2'-6"

4'-0"

3'-0"

2'-3"

5'-3"

3'-9"

4'-6"

1'-3"

1'-6"

0'-6" 0'-6"

1'-4"

2'-0"

3'-0"

MINIMUM

CONCRETE

REQUIRED

0.01 CYD

0.01 "

0.02 "

0.04 "

0.05 "

0.12 "

0.20 "

0.24 "

0.30 "

0.42 "

0.98 "

1.36 "

2.17 "

SIZE OF

MAIN

10"

12"

14"

16"

18"

20"

24"

30"

36"

42"

0'-7" 0'-7"

0'-9" 0'-9"

1'-0"1'-0"

1'-0" 1'-8"

1'-6"

2'-0"

2'-6"

1'-8"

1'-10"

2'-2"

2'-8"

3'-2"

3'-9"

VALVE SIZE

8" UNPAVED

8" PAVED

10" - 12"

WATER VALVE AND VALVE BOX DETAILSD-4W

CONC. SUPPORT

MIN. BASIN SIZE

BOX-3 PIECE

STAINLESS STEEL

TAPPING SLEEVE

SD-3W

MECHANICAL JOINT

END

PRESSURE TAPPING SLEEVE

AND VALVE

FLANGED TO TAPPING SLEEVE

END

OR DEAD

90°3 °4°267 14 156 ° 78

COVER LABELED WATER

WATER

MECHANICAL

JOINT

*MECHANICAL

JOINT

BLOCK

CONCRETE

6" PIPE

VARIES

COMPACTED SAND BACKFILL

2'-6"

BLOCK

CONCRETE

9"X9"

6" PIPE

SUPPORT ON BRICK

6" GATE VALVE

GROUND

UNDISTURBED

3 PIECE CAST IRON VALVE BOX

45°°33 4

322½°DEFLECTION ANGLE

PIPE

FIRE HYDRANT DETAILSD-1W

12"

CLOCKWISE

HYDRANT OPENS

CLOCKWISE

OPEN VALVE

VALVE BOX

VARIABLE

VALVE

GROUND BURIED PRESSURE PIPES(1)*

MINIMUM PIPE RESTRAINT LENGTH SCHEDULE FOR

LENGTH (IN FEET) OF RESTRAINT REQUIRED (2)

10" 5 11 18 28 38 49 61

8" 4 8 15 22 31 41 50

6" 3 6 11 16 23 29 37

SD-2W

MINIMUM PIPE RESTRAINT SCHEDULESD-7W

NOTE:

ALL MECHANICAL JOINTS SHALL BE RESTRAINED WITH MEGA LUGS

OR APPROVED EQUAL. LENGTH OF RESTRAINT SHALL BE

DETERMINED BY MANUFACTURER AND DIPRA, AND APPROVED BY

CITY OF OWOSSO. THE MINIMUM REQUIRED RESTRAINT LENGTHS

ARE SHOWN IN DETAIL SD-7W. MANUFACTURER RESTRAINT

LENGTHS THAT ARE LESS THAN SHOWN IN SD-7W MUST BE

APPROVED BY CITY OF OWOSSO.

LOCATION OF RESTRAINED JOINTS

NOTES:

1. ALL TAPPING SLEEVES SHALL BE STAINLESS STEEL WITH FLANGED OUTLET. TAPPING

SLEEVES SHALL BE APPROVED BY THE CITY OF OWOSSO PRIOR TO INSTALLATION.

2. THE GASKET FOR MAIN LINE SHALL BE MADE FOR THE PIPE MATERIAL IN PLACE,

NORMALLY DUCTILE IRON CLASS 53.

3. OUTLET FLANGE IS CLASS 125 ANS/B16.1.

4. TAPPING TEE SHALL HAVE A BUILT-IN TEST PLUG.

5. THE VALVE SHALL BE FLANGED, CONNECTED TO THE SLEEVE BY MECHANICAL JOINT

TO THE LINE TO BE CONSTRUCTED.

6. THE VALVE SHALL HAVE OVERSIZE SEAT RINGS TO PERMIT ENTRY OF THE TAPPING

MACHINE CUTTERS.

7. THE VALVE SHALL MEET ALL REQUIREMENTS OF AWWA C-500.

8. THE MINIMUM SIZE MANHOLE SHALL BE 5' - 0' INTERNAL DIAMETER.

9. THE TOP OPENING SHALL BE CENTERED ON THE VALVE OPERATING NUT.

10. USE FLAT SLAB FOR COVER WITH 24" OPENING.

2'-8"

NOTE:

REQUIRE RESTRAINED

JOINTS FROM TEE TO

VALVE TO HYDRANT

MECHANICAL JOINT -

MEGA-LUGS OR

APPROVED EQUAL

23A LIMESTONE

WITH A BRONZE PLUG

SEALED AT THE FACTORY

SHALL BE PERMANENTLY

HYDRANT DRAIN HOLE

24"

NOTES:

1. THE PUMPER CONNECTION SHALL FACE THE STREET.

2. SET THE HYDRANT FLANGE AT PROPOSED GRADE OR AS FIELD DIRECTED.

3. SET THE VALVE BOX COVER FLUSH WITH THE PROPOSED GRADE.

4. ALL WORK FROM THE CENTER LINE OF THE MAIN TO AND INCLUDING THE HYDRANT

SHALL BE PAID FOR BY UNIT PRICE BID ITEM FOR HYDRANTS.

5. ALL MECHANICAL JOINTS SHALL BE RESTRAINED BY MEGA LUGS, OR APPROVED EQUAL.

6. HYDRANT BARRELS SHALL BE PAINTED YELLOW. CAPS SHALL BE COLOR GREEN

7. 90° HYDRANT TEES ARE APPROVED WHERE SPACE REQUIREMENTS ARE LIMITED.

21"

*NOTE: 8"x6" DUCTILE IRON TEE OR 8"x6"

90° HYDRANT TEE

SHALL BE USED

15"

30" MIN.

WATERMAIN BEDDING DETAILSD-10W

NOTES:

1. RESILIENT SEATED WEDGE GATE VALVES SHALL BE PER PROJECT SPECIFICATIONS.

2. ALL PRESSURE TAPS 4" AND OVER MUST BE ENCLOSED WITH A CONCRETE VALVE

MANHOLE.

3. CONCRETE ADJUSTING BRICK OR RINGS ALLOWABLE TO A MAXIMUM ADJUSTMENT OF

12".

4. VALVE BOXES SHALL BE MADE OF GOOD QUALITY CAST IRON AND SHALL BE OF THE

SECTIONAL TYPE. THE LOWER SECTION SHALL BE A MINIMUM OF FIVE (5) INCHES IN

DIAMETER, ENLARGED AT THE BASE TO FIT AROUND THE BONNET OF THE VALVE. THE

UPPER SECTION SHALL BE ARRANGED TO SLIDE OR SCREW DOWN OVER THE ADJOINING

LOWER SECTION AND SHALL BE FULL DIAMETER THROUGHOUT. VALVE BOXES SHALL BE

PROVIDED WITH CAST IRON LIDS OR COVERS. LIDS OR COVERS SHALL BE MARKED

"WATER". THE OVER-ALL LENGTH OF VALVE BOXES SHALL BE SUFFICIENT TO PERMIT THE

TOP TO BE SET FLUSH WITH THE FINAL GROUND SURFACE GRADE. VALVE BOXES SHALL

BE AS MANUFACTURED BY TRAVERSE CITY IRON WORKS, CLOW CORPORATION OR

APPROVED EQUAL.

23A

LIMESTONE

SUITABLE SUBGRADE

AS APPROVED BY CITY

OF OWOSSO

WATERMAIN

GRANULAR MATERIAL

CLASS II

* WHEN MANUFACTURER SPECIFICATIONS CALL FOR GREATER RESTRAINT LENGTHS THE GREATER

LENGTHS SHALL BE INSTALLED, WHEN THE MANUFACTURER SPECIFICATIONS CALL FOR LESSER

RESTRAINT LENGTHS THEN THE ABOVE LENGTHS SHALL BE INSTALLED

1. THIS TABLE IS BASED ON A TEST PRESSURE OF 180 PSI

(OPERATING PRESSURE + WATER HAMMER). FOR OTHER TEST

PROCEDURES, ALL VALUES ARE TO BE INCREASED PROPORTIONALLY.

2. IN EACH DIRECTION FROM POINT OF DEFLECTION OR TERMINATION

EXCEPT FOR A TEE AT WHICH ONLY THE BRANCH IN THE DIRECTION

OF THE TEE STEM.

3. IF TIE RODS ARE USED, PLACE 2 RODS 5/8 INCH DIAMETER

MINIMUM FOR WATERMAIN 6 INCH TO 10 INCH.

AWWA 502 HYDRANT SHALL BE EAST JORDAN 5BR,

CITY OF OWOSSO STANDARD MUNICIPALITY

APPROVED (TRAFFIC MODEL ONLY) MINIMUM 5'

BURY

C H

K D

D B

Y C

B Y

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N S

N O

Y O

F O

W O

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C E

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SIDE VIEW

CARRIER PIPE

CASING PIPE

CENTERING DEVICEGROUT OR APPROVED EQUAL

CENTERING DEVICE

CARRIER PIPE

CASING PIPE

SECTION A-A

CASING PIPE DETAIL

NOTES:

1. CASING PIPE SHALL BE EITHER REINFORCED CONCRETE PIPE OR SDR-26 PLASTIC PIPE

2. FOR CARRIER PIPES LESS THAN SIX (6) INCHES IN DIAMETER, THE INSIDE DIAMETER OF

THE CASING PIPE SHALL BE AT LEAST TWO (2) INCHES GREATER THAN THE LARGEST

OUTSIDE DIAMETER OF THE CARRIER PIPE JOINTS OR COUPLINGS.

3. FOR CARRIER PIPES SIX (6) INCHES OR GREATER IN DIAMETER, THE INSIDE DIAMETER

OF THE CASING PIPE SHALL BE AT LEAST FOUR (4) INCHES GREATER THAN THE

LARGEST OUTSIDE DIAMETER OF THE CARRIER PIPE JOINTS OR COUPLINGS.

4. ALL CASING PIPE ENDS THAT ARE BELOW GROUND LEVEL SHALL BE CONSTRUCTED AS

TO PREVENT LEAKAGE OF ANY SUBSTANCE FROM THE CASING THROUGHOUT ITS

LENGTH. EACH END OF THE CASING SHALL REQUIRE A SUFFICIENT SEAL TO PREVENT

THE POTENTIAL FOR LEAKAGE OF ANY SUBSTANCE FROM THE CASING PIPE. GROUT

FILL IS AN ACCEPTABLE METHOD INSTALLED BY PRESSURE GROUTING. IF USED, THE

GROUT MATERIAL SHALL CONSIST OF NON-SHRINK SAND CEMENT SLURRY OR

APPROVED EQUAL, AND SUFFICIENTLY SEAL THE CASING PIPE ENDS.

THRUST BLOCKING DETAIL

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USE UNDISTURBED

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EARTH FOR FORM

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PIPE SIZE

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SEC. W-W

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PLAN

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DETAIL OF BLOCK FOR 90%%D BEND OR TEE

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USE UNDISTURBED

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EARTH FOR FORM

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PIPE

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SIZE

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PIPE SIZE

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USE UNDISTURBED

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EARTH FOR FORM

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NO SCALE

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DETAIL OF BLOCK FOR 45%%D BEND

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DETAIL OF BLOCK FOR 22 1/2%%D BEND

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USE UNDISTURBED

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EARTH FOR FORM

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SEC. W-W

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PLAN

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NO SCALE

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SEC. Y-Y

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PLAN

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NO SCALE

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USE UNDISTURBED

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EARTH FOR FORM

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SEC. Y-Y

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PLAN

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DETAIL OF BLOCK FOR 11 1/4%%D BEND

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NO SCALE

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SEC. W-W

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PLAN

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DETAIL OF BLOCK FOR PLUGS

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NO SCALE

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BOTTOM

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OF TRENCH

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CONCRETE

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BLOCK

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PLACE M.D.O.T.

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CRUSHED 6A

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STONE (SEE

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SETTING DEAIL

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BELOW)

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WIDTH OF

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TRENCH

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PIPE SIZE

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LENGTH

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OF VALVE

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PIPE DIA.

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PLUS 12"

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DETAIL OF BLOCK FOR VALVES

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NO SCALE

AutoCAD SHX Text NOTE: TABLE BELOW IS BASED IN WATER MAIN PRESSURE OF 100 P.S.I. WIRTH NOMAL CLAY SOIL

AutoCAD SHX Text FOR WATER MAIN PRESSURE OF 150 P.S.I., INCREASE THE AREA BY 50%%%; FOR 180 P.S.I., AutoCAD SHX Text INCREASE BY 80%%% AND ETC.. FOR SOFT AND ABNORMAL SOIL CONITIONS, THE THRUST BLOCK SIZE

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SHALL BE DETERMINED BY THE ENGINEER.

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%%UNOTE:

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THE CONCRET USED FOR BLOCKING SHALL BE A

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MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS

PER SQUARE INCH IN TWENTY-EIGHT (28) DAYS.

C H

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D B

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EXTEND INSULATION BOARD

DOWN SIDES TO BOTTOM OF

BEDDING

MINIMUM 2' WIDE BY 4" THICK

INSULATION BOARD (USE TWO,

2" THICK BOARDS).

MASTIC ALL JOINTS

SEE TYPICAL

PAVEMENT

SECTION

MIN.

1 1

TRENCH SLOPE SHALL BE OSHA

& MIOSSHA REGULATION

BACKFILL WITH MDOT

CLASS II OR II A MATERIAL 1

4" MIN. BEDDING

HAUNCHING PIPE

EMBANKMENT

FOR TRENCH WIDTH

SEE TRENCH

WIDTH CHART

TRENCH DETAIL B, INSULATED, MODIFIED DETAIL

NOT TO SCALE

PIPE SIZE

LESS THAN 12"

12" & 15" 18" 21" 24" 27" 30" 36"

LARGER THAN 36"

TRENCH WIDTH CHART

MINIMUM

24" 30" 34" 38" 42" 45" 49" 56"

I.D. +20"

MAXIMUM

30" 36" 40" 42" 46" 49" 53" 60"

I.D. +24

I.D

" M

SEE TYPICAL

PAVEMENT

SECTION*

MIN.

INSTALL GEOTEXTILE SEPARATOR

OVER MDOT 6A COMPACTED

CRUSHED STONE ON ROAD CROSSING

AND ALL OTHER AREAS THAT REQUIRE

COMPLETE SAND BACKFILL, COST TO

BE INCLUDED IN PAY ITEM FOR LINEAL

FOOT OF SEWER PIPE AS BID

TRENCH SLOPE SHALL BE OSHA

& MIOSSHA REGULATION

BACKFILL WITH MDOT

CLASS II OR II A MATERIAL 1

4" MIN. BEDDING

HAUNCHING PIPE

EMBANKMENT

FOR TRENCH WIDTH

SEE TRENCH

WIDTH CHART

TRENCH DETAIL B, MODIFIED DETAIL

NOT TO SCALE

I.D

" M

N W

F C

INSTALL GEOTEXTILE SEPARATOR

OVER MDOT 6A COMPACTED CRUSHED

STONE AND INSULATION ON ROAD

CROSSING AND ALL OTHER AREAS THAT

REQUIRE COMPLETE SAND BACKFILL,

COST TO BE INCLUDED IN PAY ITEM FOR

LINEAL FOOT OF SEWER PIPE AS BID

*IN CRUSH AND SHAPE AREAS, TRENCH

SHALL BE BACKFILLED WITH SALVAGED

CRUSHED MATERIAL OR AGGREGATE

BASE, LM, MODIFIED TO BE INCLUDED IN

PAY ITEM FOR LINEAL FOOT OF SEWER

PIPE AS BID

2' REMOVE AS NECESSARY

PER STANDARD PAY ITEMS

EXISTING

PAVEMENT

EXISTING

CURB AND

GUTTER

CONSTRUCT PROPOSED CONCRETE CURB AND

GUTTER, DETAIL F4, MODIFIED, FILL WITH

SUITABLE BACKFILL MATERIAL, TURF

ESTABLISHMENT, PERFORMANCE

TEMPORARILY FILL VOID TO PAVEMENT WITH

SUITABLE BACKFILL MATERIAL AND

MAINTENANCE GRAVEL (4" DEPTH)

TYPICAL SELECT CURB AND GUTTER REPAIR DETAIL

NOT TO SCALE

ALL NEW CURB AND GUTTER SHALL BE TIED

TO EXISTING CURB AND GUTTER ON BOTH

ENDS WITH EPOXY COATED #4 BARS

5-1/2" 1-3/4"

CONCRETE CURB AND GUTTER

PAID FOR AS:

Curb and Gutter, Conc, Det F4, Modified

3500 PSI @ 28 DAYS

COMPACTED SAND BASE

PER CITY ENGINEER

CONCRETE CURB AND GUTTER

MDOT F4 - MODIFIED DETAIL

NOT TO SCALE

6" 7"

2" R

3" R

DRIVEWAY APPROACH DETAIL

NOT TO SCALE

1.5'

TYP

DRIVEWAY, NONREINF CONC, 6 INCH

1/2" EXPANSION JOINT

DIMENSION T IS 1' EACH SIDE OF THE EXISTING DRIVEWAY WIDTH BEHIND SIDEWALK

DRIVEWAY OPENING, CONC, DET L

BACK OF CURB

(WHERE EXISTING)

EDGE OF PAVEMENT

PLACE 4 INCHES OF SUBBASE, CIP

BENEATH CONCRETE

CURB RAMP OPENING TO BE PAID FOR AS:

Concrete Curb and Gutter, Det F4, Modified

HMA SURFACE

4" THICK CONCRETE

SIDEWALK LANDING

7" THICK CONCRETE SIDEWALK RAMP

FROM CONCRETE CURB AND GUTTER

TO LANDING. TO BE PAID FOR AS

Sidewalk Ramp, Conc, 7 inch.

SIDEWALK RAMP THICKNESS DETAIL

NOT TO SCALE

TO BE PAID FOR AS

Sidewalk Ramp, Conc, 7 inch.

LANDING

RAMP

SIDEWALK RAMP DETAIL

NOT TO SCALE

VARIABLE WIDTH

TAPER FROM 0' - 0.5'

SIDEWALK RAMP, CONC, 7 INCH

EXPANSION JOINT PER MDOT

SPECIAL DETAIL R-28-J

CURB RAMP OPENING, CONC

CURB AND GUTTER

PER PLANS

EDGE OF SIDEWALK

0.5' MIN

TAPERED SIDEWALK

RAMP EDGE (TYP)

TAPERED SIDEWALK

RAMP EDGE (TYP)

VARIABLE HEIGHT

TAPER FROM 0" - 6"

SIDEWALK RAMP SECTION AT CURB

(WHERE EXISTING)

NOTE: ALL ITEMS LISTED ON THE LEGEND MAY

NOT BE PRESENT ON DRAWING.

CATV CATV CATV

E E E E

T T T

G G

OH OH OH

EXISTING FEATURES LEGEND

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SANITARY CLEANOUT

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FOUND CONC. MONUMENT

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TELEPHONE MANHOLE

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ELECTRICAL MANHOLE

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MANHOLE

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LIGHT POLE

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SET IRON ROD

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FOUND IRON ROD

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YARD LIGHT

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GUY ANCHOR

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GUY POLE

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CURB STOP & BOX

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SOIL BORING

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GUARD POST

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MONITORING WELL

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WELL

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RD. CATCH BASIN

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SQ. CATCH BASIN

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FIRE HYDRANT

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WATER VALVE

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MAILBOX

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SIGN

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PED CROSSING SIGNAL

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POWER POLE

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ELECTRICAL RISER

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TREE (CONIFEROUS)

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DEAD TREE

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STUMP

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BM#1

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SYMBOL

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CABLE BOX

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TELEPHONE RISER

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DESCRIPTION

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BUSH

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TREE (DECIDUOUS)

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DESCRIPTION

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SYMBOL

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SYMBOL

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SANITARY SEWER

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CULVERT (21" AND UNDER)

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CULVERT (24" AND UP)

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OVERHEAD LINES

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FENCE

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WOODLINE

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STORM SEWER

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CABLE T.V.

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TELEPHONE

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ELECTRIC

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GAS

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PROPERTY LINE

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SECTION CORNER

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WATERMAIN

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BENCHMARK

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SURVEY CONTROL POINT

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DESCRIPTION

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WATER MANHOLE

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WATER METER

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BOUNDARY LINE

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GUARDRAIL

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ELECTRICAL HANDHOLE

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EHH

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TELEPHONE HANDHOLE

THH

C H

K D

D B

Y C

B Y

O R

N S

N O

Y O

F O

W O

, M

N D

O F

C E

T N

D B

C R

O N

MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET

S-E-S-C KEYING SYSTEM

KEY

EROSION CONTROLS

E10

E11

E12

E13

E14

E15

E16

B = BIOENGINEERING

ES31

ES32

ES33

ES34

ES35

ES36

ES37

ES38

ES39

ES40

ES41

B = BIOENGINEERING

SYMBOL WHERE USED KEY

E17

E18

E19

E20

E21

MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET

S-E-S-C KEYING SYSTEM

SYMBOL WHERE USED KEY

SEDIMENT CONTROLS

S51

EROSION / SEDIMENT

CONTROLS

S52

S53

S54

S55

S56

S57

S58

S59

S60

S61

B = BIOENGINEERING

MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET

S-E-S-C KEYING SYSTEM

SYMBOL WHERE USED

CONSTRUCTION SEQUENCE

1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES.

2. TRENCH EXCAVATION, STORM SEWER INSTALLATION, AND BACKFILL.

3. PERMANENT MEASURES, FINAL GRADING, SEEDING AND MULCHING.

CONSTRUCTION SEQUENCE

STRIP AND STOCKPILE TOPSOIL

ROUGH GRADE/ SEDIMENT CONTROL

TEMP CONTROL MEASURES

STORM FACILITIES

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

SOIL EROSION/SEDIMENTATION CONTROL

OPERATION TIME SCHEDULE

TEMP CONSTRUCTION ROADS

FOUNDATION/ BLDG. CONSTRUCTION

SITE CONSTRUCTION

PERM CONTROL MEASURES

FINISH GRADING

LANDSCAPING

N/A N/A N/A

N/A

33' R.O.W. 33' R.O.W.

EX. 9'-10' LANE

VARIESVARIES

EX. 9'-10' LANE

C/L R.O.W.

C/L ROAD

33' R.O.W. 33' R.O.W.

2%2%

C/L R.O.W.

C/L ROAD

PROPOSED 11' TRAVEL LANE PROPOSED 11' TRAVEL LANE

PROPOSED 1'

GRAVEL

SHOULDER

6.0%6.0%

PLACE:

3.5" HMA 3EML @ 385 #/SYD

PLACE:

1.5" HMA 5EML @ 165 #/SYD

1:4VARIES

6'1'6'

1:4 1:4

6' 1' VARIES

6" HMA CRUSHING AND SHAPING, MODIFIED

ASPHALT STABILIZED AGGREGATE

BASE COURSE, 4 INCH

PROPOSED 1'

GRAVEL

SHOULDER

33' R.O.W. 33' R.O.W.

2%2%

C/L R.O.W.

C/L ROAD

PROPOSED 11' TRAVEL LANE PROPOSED 11' TRAVEL LANE

PROPOSED 1'

GRAVEL

SHOULDER

6.0%6.0%

PLACE:

3.5" HMA 3EML @ 385 #/SYD

PLACE:

1.5" HMA 5EML @ 165 #/SYD

1:4VARIES

6'1'6'

1:4 1:4

6' 1' VARIES

6" HMA CRUSHING AND SHAPING, MODIFIED

ASPHALT STABILIZED AGGREGATE

BASE COURSE, 4 INCH

PROPOSED 12'

LANE

TAPERS FROM:

STA 2+70 TO STA 3+20 AND

STA 3+70 TO STA 4+20

PROPOSED 1'

GRAVEL

SHOULDER

C H

K D

D B

Y C

B Y

O R

N S

N O

Y O

F O

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N D

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C E

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D B

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WESLEY DRIVE STA 0+41.88 TO STA 6+80.00 - HMA APPLICATION RATE

ITEM PAY ITEM RATE PER SYD PERFORMANCE

GRADE

ESTIMATED

THICKNESS REMARKS

MAINLINE PAVING

HMA, 5EML 165 LBS. 64-28 1.5" TOP COURSE - AWI = 220 (MIN)

HMA, 3EML 385 LBS. 64-28 3.5" BASE COURSE

BOND COAT 0.1 GAL. SS-1H (FOR INFORMATION ONLY)

. S

N . W

S T.

O N

E C

JENNETT ST.

ELIZABETH ST.

JENNETT ST.

W. KING ST.

N . W

S T.

W. NORTH ST.

LENNOX ST.

GALUSHA ST.

ABBOTT ST.

N . B

N . P

N . W

S T.

N . S

OSBURN ST.

E. NORTH ST.

STRATFORD DR.

N . H

R Y

WESLEY DR.

BRANDON ST.

R U

E. NORTH ST.

N . S

M-52

W O

O D

S T.

E. KING ST.E. KING ST.

S T.

G W

D R

MOORE ST.

S T.

Y C

S T.

Y C

STEVENS DR.

VELMA DR.

1,5

4,7

1,6

4,7

1,6

1,5

PROJECT LOCATION

TEMPORARY SIGN

MAINTAINING TRAFFIC LEGEND

6 M4-8 MOD 30 x 12 2 5

7 TYPE III BARRICADE 3

SIGNING REQUIREMENTS

NO. SIGN SIGN DESIGNATOIN SIZE NO. REQ. TOTAL AREA

(SFT)

1 W20-1 48 x 48 5 80

2 W20-2A 48 x 48 0 0

3 W20-3 48 x 48 0 0

4 R11-3A 60 x 30 3 3

5 M4-8 MOD 30 x 12 3 8

WORK

ROAD

AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

WASHINGTON ST

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

C H

K D

D B

Y C

B Y

O R

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N O

Y O

F O

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N D

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C E

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D B

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WESLEY DR

THE NORTHBOUND LANE ON WATER STREET AT WESLEY DRIVE SHALL BE CLOSED

DURING THE WATER MAIN TIE-IN, SANITARY SEWER CONNECTION, AND ASSOCIATED

WORK IN ACCORDANCE WITH MDOT MAINTAINING TRAFFIC TYPICAL 110-TR-NFW-2L.

QUANTITIES FOR THIS CLOSURE ARE INCLUDED IN THE MAINTAINING TRAFFIC

QUANTITIES TABLE ON THE WATER MAIN NOTES AND DETAILS SHEET.

LEGEND

Curb and Gutter, Rem

Sewer, Rem

Dr Structure, Rem

HMA Surface, Rem

Trenching, Modified

Pavt, Rem

Sidewalk, Rem

Excavation Earth

STANDARD SOIL EROSION KEY#

0+00

2+00 3+00 4+00 5+00 6+00 7+00 8+00

8+87

S58

0+00 1+00 2+00 3+00 4+00 5+00 6+00 S58

S58

REMOVAL QUANTITIES - WESLEY DRIVE

QUANTITY UNIT WORK ITEM

0.25 Acre Clearing

1 Ea Dr Structure, Rem

85 Ft Sewer, Rem, Less than 24 inch 166 Syd Pavt, Rem 115 Cyd Excavation, Earth

5 Ea Erosion Control, Inlet Protection, Fabric Drop

14 Sta Trenching, Modified

HAZARDOUS OR

FLAMMABLE MATERIAL

CAUTION - CRITICAL UTILITY

SCALE IN FEET

30 600

C H

K D

D B

Y C

B Y

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BM 1589 745.93

REROD IN SOUTH FACE OF POWER POLE, NORTH

LINE OF WEST WESLEY DR, 270'± WEST OF

NORTH WASHINGTON STREET INTERSECTION

(NAVD 88)

Y O

F O

W O

O W

O T

O W

CITY OF OWOSSO

OWOSSO TOWNSHIP

CITY LIMITS LINE

(TYP.)

Y O

F O

W O

O W

O T

O W

W R

SEE ABOVE RIGHT

HAZARDOUS OR

FLAMMABLE MATERIAL

CAUTION - CRITICAL UTILITY

SCALE IN FEET

30 600

BM 1591 747.03

MAG NAIL IN ENE FACE OF POWER POLE, WEST

LINE OF NORTH WASHINGTON ST, 364'± NORTH

OF WEST NORTH STREET INTERSECTION.

(NAVD 88)

BM 1590 744.92

MAG NAIL IN WEST FACE OF POWER POLE, EAST

LINE OF NORTH WASHINGTON STREET AT WEST

WESLEY DRIVE INTERSECTION.

(NAVD 88)

33' SURVEY LINE

SECTION LINE

CITY LIMITS LINE

(TYP.)

CAUTION - CRITICAL UTILITY

HAZARDOUS OR

FLAMMABLE MATERIAL

HAZARDOUS OR

FLAMMABLE MATERIAL

POE STA 7+03.50

WESLEY DRIVE

REMOVAL PLAN

WASHINGTON STREET

REMOVAL PLAN

REMOVE BUSHES.

PAID FOR AS PART

OF RELATED ITEMS

REMOVAL QUANTITIES - WASHINGTON STREET

QUANTITY UNIT WORK ITEM

58 Syd Pavt, Rem 10 Cyd Excavation, Earth

6 Ea Erosion Control, Inlet Protection, Fabric Drop

POB STA 0+41.88

SB-02 SB-01

SB-01

SB-02

SB-03

REMOVE TREES/BRUSH.

PAID FOR AS CLEARING

REMOVE TREES/BRUSH.

PAID FOR AS CLEARING

REMOVE TREES/BRUSH.

PAID FOR AS CLEARING

REMOVE TREES/BRUSH.

PAID FOR AS CLEARING

LANDSCAPING TO BE REMOVED

AND PLACED ON PROPERTY

LINE. PAID FOR AS PART OF