2025 Water Main Replacement Project - Contract 2 Final Plans_4-17-2025.pdf
PDF 16 MB Posted
- Attached to
- 2025 Water Main Replacement Project - Contract 2
- Solicitation number
- 2025-14
- Issued by
- Shiawassee County, Michigan
About this file
The document is a comprehensive set of final engineering plans for the 2025 Water Main Replacement Project - Contract 2 for the City of Owosso, Michigan. The project involves water main replacement on three streets: Grace Street, Nafus Street, and Young Street, with a total project length of approximately 0.60 miles. The project includes replacing water mains, water service lines, pavement removal, hot mix asphalt (HMA) patching, concrete sidewalks, curb and gutter work, and turf establishment. The water main replacement will use PVC pipes (6-inch and 8-inch diameters), with construction methods including directional drilling and open cut techniques. The project will involve installing new fire hydrants, gate valves, service connections, and abandoning existing infrastructure.
The project is funded by the City of Owosso and will be executed in January 2025, with the engineering plans dated April 17, 2025. The contract includes detailed specifications for water main construction, conforming to American Water Works Association (AWWA) standards and the Michigan Safe Drinking Water Act. The plans provide extensive technical details, including trench dimensions, pipe bedding, water service connection methods, traffic control plans, and erosion control measures. The project has specific requirements for utility coordination, minimum pipe cover depths, testing, disinfection, and maintaining traffic during construction. The total project area covers approximately 0.60 miles across three streets in the City of Owosso, with precise location maps and construction quantitative details provided for each street segment.
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| File | Type | Posted |
|---|---|---|
| 2025 Water Main Replacement Project - Contract 2 Bid Documents_4-17-2025.pdf |
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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: 0.60 MILES OF WATER MAIN REPLACEMENT WITH WATER SERVICE LINE REPLACEMENTS.
CITY OF OWOSSO APPROVAL
620100052
DIRECTOR OF ENGINEERING CLAYTON WEHNER, PE REGISTRATION NUMBER DATE
SHEET
NO. DESCRIPTION
CS COVER SHEET
D1 WATER MAIN NOTES AND DETAILS
D2 WATER MAIN STANDARD DETAILS
D3 STREET ITEMS GENERAL NOTES AND DETAILS
D4 SESC STANDARD NOTES AND DETAILS
GR1 GRACE ST - TRAFFIC CONTROL PLAN
GR2-GR3 GRACE ST - WATER MAIN PLAN AND PROFILE
GR4 GRACE ST - SIDEWALK RAMP DETAIL
NF1 NAFUS ST - TRAFFIC CONTROL PLAN
NF2 NAFUS ST - WATER MAIN PLAN AND PROFILE
YN1 YOUNG ST - TRAFFIC CONTROL PLAN
YN2-YN3 YOUNG ST - WATER MAIN PLAN AND PROFILE
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
989-725-0551 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
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HOPKINS
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 OR ABOVE SANITARY OR STORM SEWER, A SOLID LENGTH OF PIPE SHALL BE POSITIONED BENEATH OR ABOVE THE CROSSING TO AVOID PIPE JOINTS IN THE VICINITY OF THE CROSSING.
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
CURB AND GUTTER
R.O.W. LINE
SIDEWALK (WHERE EXISTING)
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
INTO BUILDINGS SHALL BE BORED. CONNECTIONS SHALL BE
MADE IN ACCORDANCE WITH THE METER DETAIL ON THE
RIGHT.
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.
NEW WATER SERVICE CONNECTION DETAIL
NOT TO SCALE
METER PITS, WHERE VISIBLE AT TIME OF TOPOGRAPHIC
SURVEY, ARE SHOWN.
SIDEWALK REMOVAL AND REPLACEMENT FOR WATER
SERVICE LINE REPLACEMENT IS 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 $1,000 WILL BE REQUIRED AT TIME OF
PERMIT APPLICATION. THIS FEE INCLUDES THE MINIMUM CHARGE
OF $60 FOR 5,000 BULK GALLONS OF WATER, PLUS ADDITIONAL
CHARGES OF $12 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.
Quantity Unit Pay Item
12 Ea Barricade, Type III, High Intensity, Double Sided, Furn & Oper
30 Ea Pedestrian, Type II Barricade, Temp
5 Ea
1 LSUM
250 Ea
200 Sft Sign, Type B, Temp, Prismatic, Furn & Oper
1 LSUM Traf Regulator Control
Quantity Unit Pay Item
1 LSUM Mobilization, Max $137,000, Water Main
1 LSUM Mobilization, Max $1,200, Sanitary Sewer
400 Syd Pavt, Rem
450 Syd Sidewalk, Rem
300 Syd Aggregate Base, 8 inch, Modified
10 Ea Dr Structure Cover, Adj, Case 1
100 Ton HMA, 13A
100 Syd Driveway, Nonreinf Conc, 6 inch
2430 Sft Sidewalk, Conc, 4 inch
1620 Sft Sidewalk Conc, 6 inch
10 Ea Sanitary Serv Conflict
10 Ea
10 Ea Sign, Type III, Rem
10 Ea Sign, Type III, Erect, Salv
160 Ft Post, Steel, 3 pound
200 Syd Turf Establishment, Performance
300 Ton Maintenance Gravel
1 LSUM Testing and Chlorination of Water Main
BE
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SIZE OF
MAIN AA BB CC DD
PLUGS
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
42"
1'-0" 1'-0" 1'-0"
1'-0"
1'-0"
1'-0"
0'-6"
0'-6"
0'-9"
1'-0"
1'-0"
1'-6"
1'-6"
1'-6"
1'-6"
1'-3"
1'-3"
2'-0"
2'-0"2'-0"
2'-0"
1'-9"
2'-0"2'-6"
2'-6"3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
2'-6"
2'-6"
1'-6"
2'-0"
8'-0"
8'-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"
1'-0"
1'-0"
0'-8"
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"
3'-0"
2'-6"
3'-0"
2'-3"
2'-6"
1'-8"
2'-0"
9'-0"
8'-0"
8'-0"
7'-0"
7'-6"
5'-0"
4'-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"
1'-0"
0'-6"
0'-6"
0'-9"
1'-0"
1'-6"
1'-3"
1'-3"
2'-0"
3'-0"
2'-6"
2'-9"
1'-6"
2'-3"
3'-9"
0'-6"
3'-0"
3'-0"
6'-0"
7'-0"
2'-0"
4'-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'-0"
1'-0"
1'-6"
2'-0"
2'-0"
1'-9"3'-0"
3'-0"
3'-0"
2'-6"
3'-0"
2'-6"
2'-0"
7'-7"
6'-0"
5'-6"
4'-0"
3'-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 "
K
0'-6"
2'-0"
4'-0"
2'-0"
0'-6"
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"
3'-0"
4'-0"
5'-0"
7'-0"
1'-6"
1'-6"
1'-0"
3'-0"
2'-6"
2'-0"
1'-9"
1'-6"
1'-3"
1'-3"
1'-0"
1'-9"
L M N O
22 1/2° BENDS
1'-0"
1'-0"
1'-0"
1'-0"
2'-0"
1'-9"
3'-0"
2'-6"
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"
5'-0"
3'-0"
3'-0"
P Q R
11 1/4° BENDS
1'-0"
1'-0"
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
4"
6"
8"
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"
1'-6"
2'-0"
2'-0"
2'-6"
1'-8"
1'-10"
2'-2"
2'-8"
3'-2"
3'-9"
VALVE SIZE
6"
8" UNPAVED
8" PAVED
10" - 12"
WATER VALVE AND VALVE BOX DETAILSD-4W
CONC. SUPPORT
MIN. BASIN SIZE
BOX-3 PIECE
BOX-3 PIECE
BOX-3 PIECE
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 14156 ° 78
COVER LABELED WATER
WATER
MECHANICAL
JOINT
*MECHANICAL
JOINT
BLOCK
CONCRETE
6" PIPE
VARIES
COMPACTED SAND BACKFILL
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2'-6"
9"
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"
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 TOP OPENING OF GATE VALVE SHALL BE CENTERED ON THE VALVE OPERATING
NUT.
2'-8"
NOTE:
REQUIRE RESTRAINED
JOINTS FROM TEE TO
VALVE TO HYDRANT
MECHANICAL JOINT -
MEGA-LUGS OR
APPROVED EQUAL
9"
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.
6"
21"
*NOTE: 8"x6" DUCTILE IRON TEE OR 8"x6"
90° HYDRANT TEE
SHALL BE USED
15"
30" MIN.
4"
WATERMAIN BEDDING DETAILSD-10W
NOTES:
1. RESILIENT SEATED WEDGE GATE VALVES SHALL BE PER PROJECT SPECIFICATIONS.
2. 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.
AWWA 502 HYDRANT SHALL BE EAST JORDAN 5BR,
CITY OF OWOSSO STANDARD MUNICIPALITY
APPROVED (TRAFFIC MODEL ONLY) MINIMUM 5.5'
BURY
THRUST BLOCKING DETAIL
MIN.
PAVEMENT - MATCH EX THICKNESS (MIN 6")
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
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.
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 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
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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.
THRUST BLOCK AS
SHOWN IN THRUST
BLOCKING DETAIL
SIDE VIEW
A
A
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.
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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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AA
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DD
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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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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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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.
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
W
B#
OH OH OH
EXISTING FEATURES LEGEND
C
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
2'
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
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)
ASPHALT - MATCH EXISTING THICKNESS
(MIN 6"). PAID FOR AS HMA, 13A
1'
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
PIPE SIZE
6", 8" & 10" 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
IN
IT
IA
L
BA
C
KF
IL
L
I.D
" M
IN
3.
5'
DRIVEWAY APPROACH DETAIL
NOT TO SCALE
T
1.5'
TYP
2'
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
EDGE OF PAVEMENT
PLACE 4 INCH SUBBASE BENEATH
PROPOSED DRIVEWAY APPROACH.
PAID FOR AS SUBBASE, CIP
PR
O
P.
EX
. 4
'EX. SIDEWALK
EX. DRIVEWAY
5' TYP
AGGREGATE BASE, 8 INCH, MODIFIED
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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
AutoCAD SHX Text T
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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
CONSTRUCTION SEQUENCE
1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES.
2. TRENCH EXCAVATION, WATER MAIN INSTALLATION, AND BACKFILL.
3. PERMANENT MEASURES, FINAL GRADING, SEEDING AND MULCHING.
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
S-E-S-C KEYING SYSTEM
KEY
EROSION CONTROLS
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
E15
E16
B = BIOENGINEERING
ES31
ES32
ES33
B
ES34
ES35
ES36
ES37
ES38
ES39
B
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
B
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
B
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
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T. GRACE ST.
W. STEWART ST.
AMENT ST.
GRACE ST.
W
AL
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ST
P
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R C
E
ST
S.
C
ED
AR
S T.
HAMPTON AVE.
CLYDE ST.
S.
SH
IA
W
AS
SE
E
ST
M
-5
1,3
1,3
2,4
2,4
1,3
2,4
2,4
1,3
1,3
1,3
2,4
1,3
1,3
CLYDE ST.
PROJECT LOCATION
TEMPORARY SIGN
MAINTAINING TRAFFIC LEGEND
NORTH
SIGNING REQUIREMENTS
NO. SIGN SIGN
DESIGNATOIN SIZE NO. REQ.
TOTAL AREA
(SFT)
1 W20-1 48 x 48 8 128
2 R11-3A 60 x 30 5 63
3 M4-8 MOD 30 X 8 8 14
4 TYPE III BARRICADE 5
WORK
ROAD
AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
GRACE ST
SHEET
NO. DESCRIPTION
GR1 GRACE ST - COVER SHEET & TRAFFIC CONTROL PLAN
GR2-GR3 GRACE ST - WATER MAIN PLAN AND PROFILE
GR4 GRACE ST - SIDEWALK RAMP DETAIL
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GRACE ST GRACE ST
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S C
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AR
S T
S C
ED
AR
S T
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
S59
S59 S59
S59
S59
S59
S59
S59
102.3'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
PROPOSED
12" x 6" TAPPING
SLEEVE
PROPOSED
6" TAPPING
VALVE
PROPOSED
HYDRANT
PROPOSED
6" VALVE
PROPOSED
6" TEE
OPEN CUT 50 LF OF 6" PVC
WATER MAIN, TB DET 'G' DIRECTIONAL DRILL 280 LF OF 6" PVC WATER MAIN
OPEN CUT 25 LF OF 6" PVC
WATER MAIN, TB DET 'G'
DIRECTIONAL DRILL 225 LF OF 6" PVC WATER MAIN
CONTRACTOR SHALL ADJUST WATER MAIN AS DIRECTED
BY THE ENGINEER TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
5.
5'
M
IN
. C O
VE
R
5.
5'
M
IN
. C O
VE
R
PROPOSED 6"
45° BEND
6.
6%
1.7%
6.
9%
0.5%
PROPOSED
6" TEE
CAP SOUTH END
PROPOSED 6"
90° BEND
PROPOSED
6" TEE
PROPOSED 6"
45° BEND PROPOSED 6"
45° BEND
" M
IN
.1
8" M
IN
PLACE FULL STICK OF PIPE
CENTERED BELOW STORM
AND SANITARY SEWER
LEGEND
WATER MAIN
WATER SERVICE LINE
GATE VALVE AND BOX, _INCH
REDUCER
HYDRANT / VALVE
CURB STOP
METER PIT
Curb and Gutter, Rem
Sewer, Rem
Pavt, Rem
Sidewalk, Rem and Sidewalk, Conc, __ inch or Curb Ramp, Conc, __ inch (Proposed sidewalk shall be 5' wide)
Curb and Gutter, Conc, Det F4, Modified
Sewer, SDR-26, __ inch, Tr Det B, Modified
Aggregate Base, 8 inch, Modified and HMA, 13
Driveway, Nonreinf Conc, __ inch
Approach, Cl II, LM
Bore Pit
STANDARD SOIL EROSION KEY#
GRACE STREET
WATER MAIN PLAN
TEMPORARILY SUPPORT
UTILITY POLE DURING
WATER MAIN CONSTRUCTION
STA. 1+54, 21' LT
PLACE:
1 EA - CONNECT TO EX. WATER MAIN
WITH 12"x6" TAPPING SLEEVE
1 EA - 6" TAPPING VALVE (PAID FOR AS
GATE VALVE AND BOX, 6 INCH, MODIFIED
1 EA - 6" PLUG (TEMPORARY)
1 EA - 2" BLOW-OFF AND COPPER LINE
TO SURFACE (TEMPORARY)
CONNECTION TO EXISTING WATER MAIN
SHALL BE MADE AFTER THE PROPOSED
WATER MAIN HAS BEEN TESTED AND
APPROVED FOR SERVICE
STA. 7+77, 30' RT
PLACE:
1 EA - 6" 90° BEND
STA. 1+54 TO STA. 2+00
PLACE:
50 LF - WATER MAIN, C909 PVC, 6 INCH,
TB DETAIL G, MODIFIED
STA 2+00 TO STA 4+25
PLACE:
225 LF - WATER MAIN, C900 PVC, 6 INCH, BORE
STA. 4+77, 38' RT
PLACE:
1 EA - CONNECT TO EX. WATER MAIN AT
AT EXISTING 6" VALVE
10 FT - WATER MAIN, REM
1 EA - 6" PLUG (TEMPORARY)
1 EA - 2" BLOW-OFF AND COPPER LINE
TO SURFACE (TEMPORARY)
CONNECTION TO EXISTING WATER MAIN
SHALL BE MADE AFTER THE PROPOSED
WATER MAIN HAS BEEN TESTED AND
APPROVED FOR SERVICE
STA. 4+32, 21' LT
PLACE:
1 EA - 6" TEE
1 EA - FIRE HYDRANT AND VALVE
ASSEMBLY (90° ASSEMBLY)
STA. 4+97, 21' LT
PLACE:
1 EA - 6" TEE
1 EA - GATE VALVE AND
BOX, 6 INCH, MODIFIED
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
STA. 4+25 TO STA. 4+50
PLACE:
25 LF - WATER MAIN, C909 PVC, 6 INCH,
TB DETAIL G, MODIFIED
STA 4+50 TO STA 7+30
PLACE:
280 LF -WATER MAIN, C900 PVC, 6 INCH, BORE
STA. 4+93, 30' RT
PLACE:
1 EA - 6" TEE
CAP SOUTH END
PLACE:
80 LF - WATER MAIN, C909
PVC, 6 INCH, TB DETAIL G,
MODIFIED
CUT AND
PLUG
ABANDON
CUT AND
PLUG
ABANDON
CROSSING AT PEARCE ST
BM 11911 738.54
LAG BOLT IN EAST SIDE OF POWER POLE, NORTH
SIDE OF GRACE ST AT PEARCE ST
(NAVD 88)
BM 11893 738.19
LAG BOLT IN NW FACE OF POWER POLE, SE
QUADRANT GRACE ST AND S CEDAR ST
(NAVD 88)
S CEDAR ST
EX 66' R.O.W.
S CEDAR ST
EX 66' R.O.W.
EX
6' R
.O .W
PEARCE ST
EX 60' R.O.W.
EX
6' R
.O .W
RECEIVING PIT
APPROXIMATELY 25' LONG BY 10' WIDE
LAUNCHING PIT
APPROXIMATELY 25' LONG BY 10' WIDE
ST
A
7+
SIDEWALK RAMP DETAIL AT S CEDAR
WATER MAIN CONSTRUCTION QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
127 Ft Curb and Gutter, Rem 177 Syd Pavt, Rem
4 Syd Sidewalk, Rem 8 Ea Erosion Control, Inlet Protection, Fabric Drop 1 Cyd Subbase, CIP
177 Syd Aggregate Base, 8 inch, Modified 64 Ton HMA, 13A
127 Ft Curb and Gutter, Conc, Det F4, Modified 5 Ft Detectable Warning Surface, Modified 7 Ft Curb Ramp Opening, Conc 45 Sft Curb Ramp, Conc, 7 inch 250 Syd Turf Establishment, Performance
2 Ea Connect to Existing Water Main 10 Ft Water Main, Rem 2 Ea Existing Valve with Valve Box Abandonment
155 Ft Water Main, C909 PVC, 6 inch, TB Detail G, Modified 475 Ft Water Main, C900 PVC, 6 inch, Bore
2 Ea Water Main, 6 inch, Cut and Plug, Modified 2 Ea Gate Valve and Box, 6 inch, Modified 1 Ea Fire Hydrant and Valve Assembly
145 Ft 1" Copper Service Lead, Type "K", Modified
7 Ea Curb Box, Stop, 1 inch Corporation Stop and Connection, Modified
5 Ea Install Meter Pit, Complete 5 Ea Water Meter Pit, Rem
BE
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N O
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Y, REMOVE:
10 FT - Sewer, Rem, Less than 24 inch
PLACE:
10 LF - Sewer, SDR-26, 8 inch, Tr Det B, Modified
CONNECT TO EXISTING SEWER WITH FERNCO COUPLERS
SANITARY SEWER CONSTRUCTION QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
10 Ft Sewer, Rem, Less than 24 inch 35 Syd Pavt, Rem 15 Ton Maintenance Gravel 35 Syd Aggregate Base, 8 inch, Modified 10 Ft Sewer, SDR-26, 8 inch, Tr Det B, Modified 15 Ton HMA, 13A
PL
AutoCAD SHX Text
050-270-000-001-00 ROSE, JUDY M 735 GRACE ST
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
"GRAND VIEW ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-270-000-066-00 BLACK, DAVID & ASHLEIGH 705 GRACE ST
AutoCAD SHX Text
LOT 90
AutoCAD SHX Text
"GRAND VIEW ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-270-000-067-00 BALCOM, DOUGLAS S & MICHELLE 609 GRACE ST
AutoCAD SHX Text
LOT 91
AutoCAD SHX Text
050-270-000-128-00 DUNLAP, KIMBERLY 1002 WALNUT ST
AutoCAD SHX Text
LOT 180
AutoCAD SHX Text
050-070-003-011-00 KEESLER, CINDY A 915 S CEDAR ST
AutoCAD SHX Text
LOT 11
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050-070-003-012-00 KING, LARRY 710 GRACE ST
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LOT 12
AutoCAD SHX Text 050-070-003-013-00 BALOGH, RACHEL J & TEAGAN, ZIMMERMAN, RONALD E & ELAINE J 706 GRACE ST
AutoCAD SHX Text
LOT 13
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050-070-003-014-00 PATZWALL, SHANNON 702 GRACE ST
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LOT 14
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050-070-003-015-00 WATSON, RONALD L & LYNN S 612 GRACE ST
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LOT 15
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050-070-003-016-00 STODDARD, DAWN M 608 GRACE ST
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LOT 16
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050-070-003-017-00 BUCHHOLZ, JERRY H & JUNE A 604 GRACE ST
AutoCAD SHX Text
LOT 17
AutoCAD SHX Text
"BUSH'S ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
050-622-003-001-00 ROBINSON, DESTIN F & TONYA L 1004 S CEDAR ST
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
"GEORGE THOMAS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-622-002-003-00 BAKER, TAMMY S & MCCLURE, JOSHUA D 910 S CEDAR ST
AutoCAD SHX Text
LOT 4
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"GEORGE THOMAS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
CONC WALK
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CONC WALK
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BUSH
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CONC WALK
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CONC
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CONC
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CONC WALK
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CONC
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CONC
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CONC WALK
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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ASPH
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GAS LINE
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GAS LINE
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CONC
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CONC
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CONC
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GAS LINE
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GAS LINE
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GAS LINE
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GRVL
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CONC
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LNDSCP
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GRASS OVER BROKEN CONC
AutoCAD SHX Text 11911
AutoCAD SHX Text 11893
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4"CI-SP
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6"CI-SP
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6"CI-SP
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2"S-MP
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2"S-MP
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2"S-MP
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6"S-SP
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15" STM
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15" STM
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12" STM
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15" STM
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15" STM
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15" STM
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24" STM
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24" STM
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8"SAN
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8"SAN
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8"SAN
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8"SAN
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8"SAN
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8"SAN
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8"SAN
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EX.6"W.M.
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EX.12" TRANSITE W.M.
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EX.12" TRANSITE W.M.
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EX.6"W.M.
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EX.6"W.M.
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EX.6"W.M.
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EX.6"W.M.
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
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EX. GROUND PROFILE OVER PROPOSED WATER MAIN
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EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
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EXISTING 6" VALVE
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EX 15" STM
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EX 6" WM
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EX 8" SAN
AutoCAD SHX Text W
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SCALE IN FEET
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VERTICAL SCALE
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GRACE ST
GRACE ST
W
AL
N U
T
ST
S
SH
IA
W
AS
SE
E
ST
(M -5
2)
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+87
S59
S59
S59
S59
S59 S59
S59
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
PROPOSED
HYDRANT
PROPOSED
6" VALVE
PROPOSED
6" TEE
PROPOSED
HYDRANT
PROPOSED 6"
45° BEND
DIRECTIONAL DRILL 250 LF OF 6" PVC WATER MAIN
OPEN CUT 30 LF OF 6" PVC
WATER MAIN, TB DET 'G'
OPEN CUT 135 LF OF 6" PVC
WATER MAIN, TB DET 'G'
OPEN CUT 25 LF OF 6" PVC
WATER MAIN, TB DET 'G'DIRECTIONAL DRILL 220 LF OF 6" PVC WATER MAIN
CONTRACTOR SHALL ADJUST WATER MAIN AS DIRECTED
BY THE ENGINEER TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
5.
5'
M
IN
. C O
VE
R
5.
5'
M
IN
. C O
VE
R
PROPOSED
6" VALVE
PROPOSED 6"
45° BEND
PROPOSED
6" TEE
" M
IN
PROPOSED 6"
45° BEND PROPOSED 6"
45° BEND
" M
IN
PLACE FULL STICK OF PIPE
CENTERED BELOW STORM
AND SANITARY SEWER
PROPOSED
6" TEE
PROPOSED
6" TEE
CAP NORTH
END
PROPOSED 6"
90° BEND
LEGEND
WATER MAIN
WATER SERVICE LINE
GATE VALVE AND BOX, _INCH
REDUCER
HYDRANT / VALVE
CURB STOP
METER PIT
Curb and Gutter, Rem
Sewer, Rem
Pavt, Rem
Sidewalk, Rem and Sidewalk, Conc, __ inch or Curb Ramp, Conc, __ inch (Proposed sidewalk shall be 5' wide)
Curb and Gutter, Conc, Det F4, Modified
Sewer, SDR-26, __ inch, Tr Det B, Modified
Aggregate Base, 8 inch, Modified and HMA, 13
Driveway, Nonreinf Conc, __ inch
Approach, Cl II, LM
Bore Pit
STANDARD SOIL EROSION KEY#
GRACE STREET
WATER MAIN PLAN
TEMPORARILY SUPPORT
UTILITY POLE DURING
WATER MAIN CONSTRUCTION
STA. 8+06, 68' RT
PLACE:
1 EA - CONNECT TO EX. WATER MAIN
WITH 6" SOLID SLEEVE
10 FT - WATER MAIN, REM
1 EA - 6" 45° BEND
1 EA - 6" PLUG (TEMPORARY)
1 EA - 2" BLOW-OFF AND COPPER LINE
TO SURFACE (TEMPORARY)
CONNECTION TO EXISTING WATER MAIN
SHALL BE MADE AFTER THE PROPOSED
WATER MAIN HAS BEEN TESTED AND
APPROVED FOR SERVICE
STA. 8+22, 48' RT
PLACE:
1 EA - GATE VALVE AND BOX, 6 INCH, MODIFIED
1 EA - 6" 45° BEND
STA. 7+30 TO STA. 8+65
PLACE:
135 LF - WATER MAIN, C909 PVC, 6
INCH, TB DETAIL G, MODIFIED
STA 8+65 TO STA 10+85
PLACE:
220 LF -WATER MAIN,
C900 PVC, 6 INCH, BORE
STA. 8+02, 44.5' LT
PLACE:
1 EA - CONNECT TO EX. WATER MAIN AT
AT EXISTING 6" VALVE
10 FT - WATER MAIN, REM
1 EA - 6" 90° BEND
1 EA - 6" PLUG (TEMPORARY)
1 EA - 2" BLOW-OFF AND COPPER LINE
TO SURFACE (TEMPORARY)
CONNECTION TO EXISTING WATER MAIN
SHALL BE MADE AFTER THE PROPOSED
WATER MAIN HAS BEEN TESTED AND
APPROVED FOR SERVICE
STA. 7+51, 21' LT
PLACE:
1 EA - 6" TEE
1 EA - FIRE HYDRANT AND
VALVE ASSEMBLY (90°
ASSEMBLY)
STA. 8+29, 19' LT
PLACE:
1 EA - GATE VALVE AND
BOX, 6 INCH, MODIFIED
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
LAUNCHING PIT
APPROXIMATELY 25' LONG BY 10' WIDE
RECEIVING PIT
APPROXIMATELY 25' LONG BY 10' WIDE
STA. 10+85 TO STA. 11+10
PLACE:
25 LF - WATER MAIN, C909 PVC, 6 INCH,
TB DETAIL G, MODIFIED
STA. 8+16, 42' LT
PLACE:
1 EA - 6" TEE
CAP NORTH END
PLACE:
95 LF - WATER MAIN, C909
PVC, 6 INCH, TB DETAIL G,
MODIFIED
STA. 8+19, 19' LT
PLACE:
2 EA - 6" TEE
PLACE:
40 LF - WATER MAIN, C909
PVC, 6 INCH, TB DETAIL G,
MODIFIED
STA. 10+90, 19' LT
PLACE:
1 EA - 6" TEE
1 EA - FIRE HYDRANT AND VALVE
ASSEMBLY (90° ASSEMBLY)
STA. 13+76, 19' LT
PLACE:
1 EA - 6" 45° BEND
STA 11+10 TO STA 13+60
PLACE:
250 LF -WATER MAIN,
C900 PVC, 6 INCH, BORE
STA. 13+60 TO STA. 13+82
PLACE:
30 LF - WATER MAIN, C909 PVC, 6 INCH,
TB DETAIL G, MODIFIED
STA. 13+82, 13' LT
PLACE:
1 EA - CONNECT TO EX. WATER MAIN WITH 6"
SOLID SLEEVE
10 FT - WATER MAIN, REM (INCLUDING
EXISTING 45° BEND)
1 EA - 6" PLUG (TEMPORARY)
1 EA - 2" BLOW-OFF AND COPPER LINE TO
SURFACE (TEMPORARY)
CONNECTION TO EXISTING WATER MAIN
SHALL BE MADE AFTER THE PROPOSED
WATER MAIN HAS BEEN TESTED AND
APPROVED FOR SERVICE
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
CUT AND
PLUG
ABANDON
ABANDON
CUT AND
PLUG
CUT AND
PLUG
SOUTH CROSSING AT
WALNUT ST
NORTH CROSSING AT
WALNUT ST
BM 11933 739.77
LAG BOLT IN NW FACE OF POWER POLE, SE
QUADRANT WALNUT ST AND GRACE ST (NAVD 88)
BM 11949 741.14
NE CORNER OF BOTTOM CONC STEP AT HSE
#525 GRACE ST, 0.35' ABOVE WALK (NAVD 88)
BM 11969 741.98
FLAT MASON NAIL, SW FACE OF POWER
POLE, NE QUADRANT OF SHIAWASSEE
ST AND GRACE ST (NAVD 88)
EX
6' R
.O .W
WALNUT ST
EX 66' R.O.W.
WALNUT ST
EX 66' R.O.W.
S SHIAWASSEE ST (M-52)
EX 68.5' R.O.W.
S SHIAWASSEE ST (M-52)
EX 68.5' R.O.W.
EX
9.
5'
R .O
.W
EX
6' R
.O .W
LAUNCHING PIT
APPROXIMATELY 25'
LONG BY 10' WIDE
LAUNCHING PIT
APPROXIMATELY 25'
LONG BY 10' WIDE
ST
A
7+
BORE 1" SERVICE LINE INTO BUILDING
AND RECONNECT AT WATER METER.
PAID FOR AS 1" COPPER SERVICE
LEAD, TYPE "K", MODIFIED
REM
ABANDON
DR STRUCTURE COVER, ADJ, CASE 1
DR STRUCTURE COVER, TYPE EJ
5100 w/ ADA GRATE
CONSTRUCTION QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
1 Ea Tree, Rem, 6 inch to 18 inch 254 Ft Curb and Gutter, Rem 366 Syd Pavt, Rem 62 Syd Sidewalk, Rem 7 Ea Erosion Control, Inlet Protection, Fabric Drop 8 Cyd Subbase, CIP
366 Syd Aggregate Base, 8 inch, Modified 1 Ea Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure Cover, Type EJ 5100 w/ ADA grate
133 Ton HMA, 13A 254 Ft Curb and Gutter, Conc, Det F4, Modified 20 Ft Detectable Warning Surface, Modified 28 Ft Curb Ramp Opening, Conc
543 Sft Curb Ramp, Conc, 4 inch 102 Sft Curb Ramp, Conc, 7 inch 450 Syd Turf Establishment, Performance 3 Ea Connect to Existing Water Main 30 Ft Water Main, Rem 2 Ea Existing Valve with Valve Box Abandonment 1 Ea Hydrant, Rem
325 Ft Water Main, C909 PVC, 6 inch, TB Detail G, Modified 500 Ft Water Main, C900 PVC, 6 inch, Bore
3 Ea Water Main, 6 inch, Cut and Plug, Modified 2 Ea Gate Valve and Box, 6 inch, Modified 2 Ea Fire Hydrant and Valve Assembly
355 Ft 1" Copper Service Lead, Type "K", Modified
7 Ea Curb Box, Stop, 1 inch Corporation Stop and Connection, Modified
4 Ea Install Meter Pit, Complete 4 Ea Water Meter Pit, Rem
BE
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PL
AutoCAD SHX Text 11933
AutoCAD SHX Text
050-270-000-128-00 DUNLAP, KIMBERLY 1002 WALNUT ST
AutoCAD SHX Text
LOT 180
AutoCAD SHX Text
050-270-000-129-00 FELKER, MICHAEL R 541 GRACE ST
AutoCAD SHX Text
LOT 181
AutoCAD SHX Text
050-270-000-131-00 NEWPORT, DALE & JOYCE E 533 GRACE ST
AutoCAD SHX Text
LOT 184
AutoCAD SHX Text
LOT 185
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
"GRAND VIEW ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 186
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
050-070-005-005-00 TOMLINSON, DENNIS S & JACQUELINE O 525 GRACE ST
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
050-070-005-002-00 FULCO SEAN & KATHERINE 509 GRACE ST
AutoCAD SHX Text
"BUSH'S ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-070-005-001-00 GREEN, VAN W 1002 S SHIAWASSEE ST
AutoCAD SHX Text
050-070-003-018-00 STORRER, FAYENNE E 600 GRACE ST
AutoCAD SHX Text
LOT 18
AutoCAD SHX Text
050-070-004-010-00 MARSH, LINDSEY 548 GRACE ST
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
050-070-004-011-00 SMITH, JOHN E & LINDA GRACE ST
AutoCAD SHX Text
LOT 10
AutoCAD SHX Text
050-070-004-012-00 SMITH, JOHN E & LINDA 546 GRACE ST
AutoCAD SHX Text
LOT 11
AutoCAD SHX Text
050-070-004-013-00 HAUK, JOHN P & DYSINGER, ROBI 542 GRACE ST
AutoCAD SHX Text
LOT 12
AutoCAD SHX Text
050-070-004-014-00 BUSHARD, TROY E & JAMIE L 534 GRACE ST
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
ALLEY
AutoCAD SHX Text
050-070-004-017-00 CASWELL, STEVEN 920 S SHIAWASSEE ST
AutoCAD SHX Text
LOT 16
AutoCAD SHX Text
"BUSH'S ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-115-001-017-00 VINCENT, JEREMEY S & WENDY C 923 S SHIAWASSEE ST
AutoCAD SHX Text
LOT 14
AutoCAD SHX Text
"CITY ASSESSOR PLAT NO. 5"
AutoCAD SHX Text
050-115-001-016-00 BARNES, KENCIL E & CAROLYN E TR 921 S SHIAWASSEE ST
AutoCAD SHX Text
LOT 13
AutoCAD SHX Text
050-115-001-015-00 HUDAK, AMBER & RITA L 915 S SHIAWASSEE ST
AutoCAD SHX Text
050-070-004-016-00 TULLAR, JEANETTE M & TULLER, CHRIS A 916 S SHIAWASSEE ST
AutoCAD SHX Text
050-601-000-004-00 KLEIN, JASON 1007 S SHIAWASSEE ST
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
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CONC WALK
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CONC WALK
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CONC WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
CON…
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