2025 Water Main Replacement Project - Contract 1 Final Plans_4-17-2025.pdf
PDF 12 MB Posted
- Attached to
- 2025 Water Main Replacement Project - Contract 1
- Solicitation number
- 2025-13
- Issued by
- Shiawassee County, Michigan
About this file
This document is a comprehensive set of engineering design plans for the 2025 Water Main Replacement Project - Contract 1 for the City of Owosso, Michigan, located in Shiawassee County. The project involves replacing 0.30 miles of water main across three streets: Olmstead Street, Harding Street, and Hanover Street. The scope includes water main replacement with water service line replacements, utilizing 8-inch PVC water main (C900/C909), directional drilling and open cut installation methods, and associated infrastructure work such as pavement removal, concrete curb and gutter replacement, sidewalk repairs, and erosion control. The project will involve installing approximately 1,445 linear feet of water main, 17 curb boxes, 9 meter pits, fire hydrants, valves, and service line connections.
The project is funded through the City of Owosso's Engineering Division and Department of Public Services, with design prepared by Fleis & VandenBrink Engineering, Inc. The total project area covers sections 13, 14, and Township 7 North, Range 2 East, with a city population of 15,194 as of the 2010 census. Key technical specifications include using American Water Works Association (AWWA) standards, conforming to the Michigan Safe Drinking Water Act, and implementing lead-free materials. Water usage for the project will incur a $1,000 service charge, which includes 5,000 gallons of water and additional charges for excess consumption. The contractors will be responsible for utility coordination, erosion control, and following detailed installation guidelines for water main, service lines, and associated infrastructure.
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| 2025 Water Main Replacement Project - Contract 1 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: 0.30 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
OL1 OLMSTEAD ST - WATER MAIN PLAN AND PROFILE
HR1 HARDING ST - WATER MAIN PLAN AND PROFILE
HN1 HANOVER 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 & STORM SEWER
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
tracy.mahar@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.
Know what's below.
before you dig.Call
R
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DESIGN. BUILD. OPERATE.
WATER MAIN DESIGN PLANS BY:
WATER MAIN PLANS PREPARED UNDER SUPERVISION OF:
REGISTERED PROFESSIONAL ENGINEER No. 6201055609
FLEIS & VANDENBRINK ENGINEERING, INC.
GERIC L. ROSE, P.E., P.S. DATE
4/17/2025
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
SHIAWASSEE
AutoCAD SHX Text
SHIAWASSEE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
HOPKINS
Geric Rose Typewritten Text 4/17/2025
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 CENTERED
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
10 Ea
Barricade, Type III, High Intensity, Double
Sided, Furn & Oper
1 LSUM
125 Ea
200 Sft
Sign, Type B, Temp, Prismatic, Furn & Oper
1 LSUM
Traf Regulator Control
Quantity
Unit
Pay Item
1 LSUM
Mobilization, Max $__________,Water Main
Syd Pavt, Rem
Syd Sidewalk, Rem
Cyd Subbase, CIP
Syd Aggregate Base, 6 inch, Modified
150 Ft Water Main, Rem
1 Ea
Hydrant, Rem
2 Ea
Water Main, 4 inch, Cut and Plug, Modified
3 Ea
Water Main, 6 inch, Cut and Plug, Modified
3 Ea
Water Main, 8 inch, Cut and Plug, Modified
5 Ton
HMA, 13A
Syd Driveway, Nonreinf Conc, 6 inch
225 Sft Sidewalk, Conc, 4 inch
48 Sft Sidewalk, Conc, 6 inch
10 Ea
Sanitary Serv Conflict
10 Ea
1 Ea
Sign, Type III, Rem
1 Ea
Sign, Type III, Erect, Salv
16 Ft
Post, Steel, 3 pound
Syd Turf Establishment, Performance
20 Ton Maintenance Gravel
1 LSUM
Testing and Chlorination of Water Main
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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 DETAIL
SD-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°
COVER LABELED WATER
WATER
MECHANICAL
JOINT
*MECHANICAL
JOINT
BLOCK
CONCRETE
6" PIPE
VARIES
COMPACTED SAND BACKFILL
M E
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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°
22½°
DEFLECTION ANGLE
PIPE
FIRE HYDRANT DETAIL
SD-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 SCHEDULE
SD-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
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.
WATERMAIN BEDDING DETAIL
SD-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.
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'
3.5'
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
P R
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I D
E
I N
S U
L A
T I O
N
W
H E
N
D
E P
T H
F
V
A
N
F
E E
T
BACKFILL MATERIAL
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 DEVICE
GROUT 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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AutoCAD SHX Text W
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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
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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
R
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)
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
P R
O P
E X
EX. SIDEWALK
EX. DRIVEWAY
5' TYP
B E
N C
H
M
A R
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D
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C
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Y
O
F
O
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S S
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M
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H I G
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G I N
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N
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O
F
P
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E
P R
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P
G
F I E
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T I O
N
J A
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A R
Y
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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
AutoCAD SHX Text E
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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
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text M
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text W
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ELECTRICAL HANDHOLE
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EHH
AutoCAD SHX Text
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
B E
N C
H
M
A R
K
D
A T
A
E L
E V
A P
P R
O V
C
H E
C K
O R
I G
I N
A
N
B Y
D A
T E
R E
V I S
I O
N S
N O
C I T
Y
O
F
O
W O
S S
O
M
I C
H I G
A N
E N
G I N
E E
R I
V
I S
I O
N
D E
P T
O
F
P
U B
L
R
V I C
E
P R
O J E
P
G
F I E
S C
R I P
T I O
N
J A
N U
A R
Y
7+75 8+00 9+00 10+00 11+00 12+00 13+00 14+00
PROPOSED
HYDRANT
PROPOSED
8" 45° BEND
C
I P
M A
N
S
T
M
I N
C
O V
E R
USE BENDS TO CHANGE
HORIZONTAL AND
VERTICAL ALIGNMENT
DIRECTION DRILL 500 LF OF WATER MAIN, C900 PVC, 8 INCH, BORE
OPEN CUT
26 LF OF WATER
MAIN, C909 PVC, 8
INCH, TB DETAIL
'G', MODIFIED
CONTRACTOR SHALL ADJUST WATER MAIN AS
NECESSARY TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
LEGEND
WATER MAIN
GATE VALVE AND BOX, _INCH
REDUCER
HYDRANT / VALVE
STANDARD SOIL EROSION KEY
7+00 7+75
C
R
D
S
T
OPEN CUT 25 LF OF WATER MAIN,
C909 PVC, 8 INCH, TB DETAIL 'G',
MODIFIED
M
I N
C
O V
E R
CONTRACTOR SHALL ADJUST WATER MAIN AS
NECESSARY TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
DIRECTION DRILL 25 LF OF WATER
MAIN, C900 PVC, 8 INCH, BORE
0+00
Know what's below.
before you dig.Call
R
NORTH
OLMSTEAD STREET
CONSTRUCTION PLAN
S T
A
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
SURVEY. C/L
BM EL. 741.48
ARROW AT TOP OF CASTING OF HYDRANT,
NORTHWEST CORNER OF OLMSTEAD STREET
AND NORTH CHIPMAN STREET.
(NAVD 88)
N CHIPMAN ST
N CHIPMAN ST
EX. 8" VALVE
EXISTING WATER MAIN ABANDONMENT
ONCE THE PROPOSED WATER MAIN HAS BEEN TESTED AND ACCEPTED AND
ALL SERVICES HAVE BEEN TRANSFERRED, THE EXISTING WATER MAIN AND
APPURTENANCES SHALL BE ABANDONED AND/OR REMOVED AS DIRECTED
WITH THE FOLLOWING PAY ITEMS:
· EXISTING VALVE WITH VALVE BOX ABANDONMENT - EA
· EXISTING VALVE WITH MANHOLE ABANDONMENT - EA
· HYDRANT REM - EA
· WATER MAIN, __ INCH, CUT AND PLUG, MODIFIED - EA
STA. 10+49, 22' LT
PLACE:
1 EA - 8" x 6" TEE
1 EA - FIRE HYDRANT AND VALVE ASSEMBLY
STA. 7+25 TO STA. 12+97
PLACE:
576 FT - 8" PVC WATER MAIN
STA. 12+97, 15.0' LT
REMOVE EX. 8" x 6" REDUCER AND PLACE:
1 EA - CONNECT TO EXISTING WATER MAIN
1 EA - 8" 45° BEND
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. 12+87, 25' LT
PLACE:
1 EA - 8" 45° BEND
WATER MAIN QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
600 FT
1 INCH COPPER SERVICE LEAD, TYPE "K", MODIFIED
51 FT
WATER MAIN, C909 PVC, 8 INCH, TB DETAIL 'G', MODIFIED
525 FT
WATER MAIN, C900 PVC, 8 INCH, BORE
2 EA CONNECT TO EXISTING WATER MAIN
17 EA
CURB BOX, STOP, 1 INCH CORPORATION STOP AND
CONNECTION, MODIFIED
1 EA FIRE HYDRANT AND VALVE ASSEMBLY
9 EA
INSTALL METER PIT, COMPLETE
9 EA
WATER METER PIT, REM
10 FT
CURB AND GUTTER, REM
7 SYD
PAVT, REM
10 FT
CURB AND GUTTER, CONC, DET F4, MODIFIED
7 SYD
AGGREGATE BASE, 6 INCH, MODIFIED
1.6 TON
HMA, 13A
20 CYD
SUBBASE, CIP
4 EA
EROSION CONTROL, INLET PROTECTION, FABRIC DROP
6+25
STA. 7+25, 25.0' LT
REMOVE EX. 45° BEND AND PLACE:
1 EA - CONNECT TO EXISTING WATER MAIN
1 EA - 8" PLUG
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
WARD ST
WARD ST
E8
E8 E8
STA. 12+97, 15.0' LT
10 FT - CURB AND GUTTER, REM
7 SYD - PAVT, REM
10 FT - CURB AND GUTTER, CONC, DET F4, MODIFIED
7 SYD - AGGREGATE BASE, 6 INCH, MODIFIED
1.6 TON - HMA, 13A
B E
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H
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D
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A
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C
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I G
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A
N
B Y
D A
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R E
V I S
I O
N S
N O
C I T
Y
O
F
O
W O
S S
O
M
I C
H I G
A N
E N
G I N
E E
R I
V
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I O
N
D E
P T
O
F
P
U B
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R
V I C
E
P R
O J E
P
G
F I E
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R I P
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N
J A
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Y
O L
M S
T E
W
A T
I N
P L
O
F I L
E
OLMSTEAD ST PAVEMENT
REPLACEMENT CROSS SECTION
NOT TO SCALE
PLACE:
1.5" HMA, 13A @ 165
LBS/SYD TOP COURSE
PLACE:
AGGREGATE BASE, 6
INCH, MODIFIED
PLACE:
2.5" HMA, 13A @ 275
LBS/SYD BASE COURSE
FOR 1339, 1343, AND 1344 OLMSTEAD ST:
BORE 1" SERVICE LINE INTO BUILDING AND
RECONNECT AT WATER METER. PAID FOR AS
1 INCH COPPER SERVICE LEAD, TYPE "K",
MODIFIED
S58
S58
S58
S58
AutoCAD SHX Text
EX. GROUND AT SURVEY C/L ELEV'S. (TYP.)
AutoCAD SHX Text
EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE AT SURVEY C/L
AutoCAD SHX Text EX. 8"x6" REDUCER
AutoCAD SHX Text
EX. 6" 45° BEND
AutoCAD SHX Text
EX. 8" D.I. (NEW 2017)
AutoCAD SHX Text
EX. STORM MH
AutoCAD SHX Text
EXISTING STORM SEWER (TYP.)
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AutoCAD SHX Text
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AutoCAD SHX Text
BM#
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DAY STARR COMM. VAULT
AutoCAD SHX Text
WATER LEAD METER PIT (TYP.)
AutoCAD SHX Text 1311 003-005
AutoCAD SHX Text 1400 006-001
AutoCAD SHX Text 1344 005-008
AutoCAD SHX Text 1340 005-007
AutoCAD SHX Text 1336 005-006
AutoCAD SHX Text 1332 005-005
AutoCAD SHX Text 1328 005-004
AutoCAD SHX Text 1308 005-003
AutoCAD SHX Text 903 005-002
AutoCAD SHX Text
"M.L. STEWART & CO.'S THIRD ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text 1343 003-009
AutoCAD SHX Text 1339 003-008
AutoCAD SHX Text 1319 003-007
AutoCAD SHX Text 1315 003-006
AutoCAD SHX Text 1309 003-004
AutoCAD SHX Text 815 003-001
AutoCAD SHX Text
"M.L. STEWART & CO.'S THIRD ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text 902 006-006
AutoCAD SHX Text 814 006-007
AutoCAD SHX Text 006-010
AutoCAD SHX Text
"WILLOW SPRINGS PARK"
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
ABAND.8"W.M.
AutoCAD SHX Text
EX.12"W.M.
AutoCAD SHX Text
ABAND.6"W.M.
AutoCAD SHX Text
EX.8"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
ABAND.6"W.M.
AutoCAD SHX Text
ABAND.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
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CONC
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CONC
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CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
SAMH#4233
AutoCAD SHX Text
SAMH#4544
AutoCAD SHX Text
SAMH#4620
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.6"SAN
AutoCAD SHX Text
EX.6"SAN
AutoCAD SHX Text
STMH #4619
AutoCAD SHX Text
EX.18"STM
AutoCAD SHX Text
EX.15"STM
AutoCAD SHX Text
CB#4801
AutoCAD SHX Text
CB#4775
AutoCAD SHX Text
EX.12"STM
AutoCAD SHX Text
EX.10"
AutoCAD SHX Text
EX.10"
AutoCAD SHX Text
STMH#8360
AutoCAD SHX Text
ABAND EX.2"S-MP
AutoCAD SHX Text
ABAND EX.2"S-MP
AutoCAD SHX Text
ABAND EX.2"S-MP
AutoCAD SHX Text
ABAND EX.4"S-MP
AutoCAD SHX Text
ABAND.8"W.M.
AutoCAD SHX Text
EX.12"STM
AutoCAD SHX Text
EX.6"P-MP
AutoCAD SHX Text
EX.6"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.8"W.M.
AutoCAD SHX Text
EX. GROUND PROFILE OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE AT SURVEY C/L
AutoCAD SHX Text
EXISTING 8" 22½° BEND
AutoCAD SHX Text
EXISTING 8" VALVE
AutoCAD SHX Text EXISTING 8"x6" TEE
AutoCAD SHX Text
EX. 6" WATER MAIN
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text
EXISTING HYDRANT
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text
EXISTING WATER MAIN
AutoCAD SHX Text EXISTING 8"x6" REDUCER
AutoCAD SHX Text
EX. GROUND AT SURVEY C/L ELEV'S. (TYP.)
AutoCAD SHX Text
EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. 8" WATER MAIN
AutoCAD SHX Text
EXISTING STORM SEWER (TYP.)
AutoCAD SHX Text
VERTICAL SCALE
AutoCAD SHX Text
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SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING STORM SEWER (TYP.)
6+50 7+00 8+00 9+00 10+00 11+00 11+50
PROPOSED
8" VALVE
PROPOSED
HYDRANT
DIRECTION DRILL 375 LF OF WATER MAIN, C900 PVC, 8 INCH, BORE
OPEN CUT 75 LF OF
WATER MAIN, C909 PVC, 8
INCH, TB DETAIL 'G', MODIFIED
M I N
M
I N
C
O V
E R
SEE HANOVER ST
PROFILE
C L
H
A N
O V
M I N
PROPOSED
8" 45° BEND
(SEE HANOVER
ST PROFILE)
CONTRACTOR SHALL ADJUST WATER MAIN AS
NECESSARY TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
M
I N
C
O V
E R
A FULL STICK OF PIPE
SHALL BE CENTERED AT
THESE CROSSINGS
21'
4+00 5+00 6+00 7+00 8+00 9+00 10+00
LEGEND
WATER MAIN
GATE VALVE AND BOX, _INCH
REDUCER
HYDRANT / VALVE
STANDARD SOIL EROSION KEY
4+00 5+00 6+00 6+50
C L
W
I L L O
W
S P
R I N
M
I N
C
O V
E R
EXISTING WATER
MAIN TO BE
ABANDONED
CONTRACTOR SHALL ADJUST WATER MAIN AS
NECESSARY TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
OPEN CUT 25 LF
OF WATER MAIN,
C909 PVC, 8 INCH, TB
DETAIL 'G', MODIFIED
DIRECTION DRILL 105 LF OF WATER
MAIN, C900 PVC, 8 INCH, BORE
0+00
Know what's below.
before you dig.Call
R
NORTH
HARDING STREET
CONSTRUCTION PLAN
S T
A
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
SURVEY. C/L
BM EL. 731.70
TOP OF NORTH HEX NUT OF HYDRANT, NORTH
SIDE OF HARDING STREET AT HANOVER ST.
(NAVD 88)
HANOVER ST
NOTE:
SEE HANOVER STREET WATER MAIN
PLAN AND PROFILE
STA. 10+46, 25' LT
PLACE:
1 EA - GATE VALVE AND BOX,
8 INCH, MODIFIED
STA. 10+40, 22' LT
PLACE:
1 EA - 8" x 6" TEE
1 EA - FIRE HYDRANT AND VALVE ASSEMBLY
STA. 11+02, 16' RT
PLACE:
1 EA - 8" 45° BEND
END WATER MAIN CONSTRUCTION
HARDING STREET.
BEGIN WATER MAIN
CONSTRUCTION HANOVER STREET.
STA. 5+20 TO STA. 11+00
PLACE:
580 FT - 8" PVC WATER MAIN
E8
E8
5'
WATER MAIN QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
370 FT
1 INCH COPPER SERVICE LEAD, TYPE "K", MODIFIED
100 FT
WATER MAIN, C909 PVC, 8 INCH, TB DETAIL 'G', MODIFIED
480 FT
WATER MAIN, C900 PVC, 8 INCH, BORE
1 EA CONNECT TO EXISTING WATER MAIN
13 EA
CURB BOX, STOP, 1 INCH CORPORATION STOP AND
CONNECTION, MODIFIED
1 EA FIRE HYDRANT AND VALVE ASSEMBLY
1 EA
GATE VALVE AND BOX, 8 INCH, MODIFIED
1 EA
HYDRANT, REM
3 EA EXISTING VALVE AND VALVE BOX ABANDONMENT
4 EA
INSTALL METER PIT, COMPLETE
4 EA
WATER METER PIT, REM
20 FT
CURB AND GUTTER, REM
42 SYD
PAVT, REM
20 FT
CURB AND GUTTER, CONC, DET F4, MODIFIED
42 SYD
AGGREGATE BASE, 6 INCH, MODIFIED
11.0 TON
HMA, 13A
20 CYD
SUBBASE, CIP
4 EA
EROSION CONTROL, INLET PROTECTION, FABRIC DROP
3+50
STA. 5+20, 25.0' LT
REMOVE EX. 45° BEND AND PLACE:
1 EA - CONNECT TO EXISTING WATER MAIN
1 EA - 8" PLUG
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
WILLOW SPRINGS DR
STA. 11+00
20 FT - CURB AND GUTTER, REM
42 SYD - PAVT, REM
20 FT - CURB AND GUTTER, CONC, DET F4, MODIFIED
42 SYD - AGGREGATE BASE, 6 INCH, MODIFIED
11.0 TON - HMA, 13A
E8
E8
B E
N C
H
M
A R
K
D
A T
A
E L
E V
A P
P R
O V
C
H E
C K
O R
I G
I N
A
N
B Y
D A
T E
R E
V I S
I O
N S
N O
C I T
Y
O
F
O
W O
S S
O
M
I C
H I G
A N
E N
G I N
E E
R I
V
I S
I O
N
D E
P T
O
F
P
U B
L
R
V I C
E
P R
O J E
P
G
F I E
S C
R I P
T I O
N
J A
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A R
Y
H A
R D
I N
G
S
T
W
A T
I N
P L
O
F I L
E
HARDING ST PAVEMENT
REPLACEMENT CROSS SECTION
NOT TO SCALE
PLACE:
1.5" HMA, 13A @ 165
LBS/SYD TOP COURSE
PLACE:
AGGREGATE BASE, 6
INCH, MODIFIED
PLACE:
3" HMA, 13A @ 330
LBS/SYD BASE COURSE
EXISTING WATER MAIN ABANDONMENT
ONCE THE PROPOSED WATER MAIN HAS BEEN TESTED AND ACCEPTED AND
ALL SERVICES HAVE BEEN TRANSFERRED, THE EXISTING WATER MAIN AND
APPURTENANCES SHALL BE ABANDONED AND/OR REMOVED AS DIRECTED
WITH THE FOLLOWING PAY ITEMS:
· EXISTING VALVE WITH VALVE BOX ABANDONMENT - EA
· EXISTING VALVE WITH MANHOLE ABANDONMENT - EA
· HYDRANT REM - EA
· WATER MAIN, __ INCH, CUT AND PLUG, MODIFIED - EA
S58
S58
S58
S58
AutoCAD SHX Text
EX. 6" WATER MAIN
AutoCAD SHX Text
EX. 2" GAS
AutoCAD SHX Text
EX. GROUND AT SURVEY C/L ELEV'S. (TYP.)
AutoCAD SHX Text
EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE AT SURVEY C/L
AutoCAD SHX Text
EX. 10" STORM SEWER
AutoCAD SHX Text
EX. 6" WATER MAIN
AutoCAD SHX Text
EX. 8" SANITARY SEWER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
"STEWART HOMESTEAD SUBDIVSION"
AutoCAD SHX Text
BM#
AutoCAD SHX Text 1104 000-001
AutoCAD SHX Text 1108 000-002
AutoCAD SHX Text 1114 000-002
AutoCAD SHX Text 1116 000-005
AutoCAD SHX Text 1118 000-006
AutoCAD SHX Text 1122 000-007
AutoCAD SHX Text 1124 000-008
AutoCAD SHX Text 1122 000-007
AutoCAD SHX Text 720 000-016
AutoCAD SHX Text 1111 000-017
AutoCAD SHX Text 1109 000-018
AutoCAD SHX Text 1105 000-014
AutoCAD SHX Text 1004 000-019
AutoCAD SHX Text 1200 000-010
AutoCAD SHX Text
OUTLOT NO. 9
AutoCAD SHX Text
"WILLOW SPINGS PARK"
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SAMH#5096
AutoCAD SHX Text
SAMH#5189
AutoCAD SHX Text
SAMH#5413
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.6"SAN
AutoCAD SHX Text
ABAND EX.2"S-MP
AutoCAD SHX Text
ABAND EX.2"S-MP
AutoCAD SHX Text
ABAND.6"W.M.
AutoCAD SHX Text
ABAND.6"W.M.
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
EX.2"P-MP
AutoCAD SHX Text
WATER LEAD METER PIT (TYP.)
AutoCAD SHX Text
EX.8"W.M.
AutoCAD SHX Text
EX.8"W.M.
AutoCAD SHX Text
EXISTING 8" TEE
AutoCAD SHX Text
EXISTING 8" VALVE
AutoCAD SHX Text
EX. GROUND AT SURVEY C/L ELEV'S. (TYP.)
AutoCAD SHX Text
EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE AT SURVEY C/L
AutoCAD SHX Text
EX. 12" STORM SEWER
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text EXISTING 8"x6" REDUCER
AutoCAD SHX Text
EXISTING WATER MAIN ABANDONED
AutoCAD SHX Text
EX. 8" WATER MAIN
AutoCAD SHX Text
EX. 6" WATER MAIN
AutoCAD SHX Text
VERTICAL SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
10+50 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
PROPOSED
8" 45° BEND
(SEE HARDING
ST PROFILE)
C L
R
I V
E R
S I D
E
D
R
CONTRACTOR SHALL ADJUST WATER MAIN AS
NECESSARY TO AVOID CONFLICT WITH SANITARY
SEWER LEADS AND OTHER UTILITY CROSSINGS
PROPOSED
8" 45° BEND
EXISTING WATER MAIN
TO BE ABANDONED
SEE HARDING ST
PROFILE
DIRECTION DRILL 325 LF OF WATER MAIN, C900 PVC, 8 INCH, BORE
M
I N
C
O V
E R
OPEN CUT 25 LF OF
WATER MAIN, C909
PVC, 8 INCH, TB
DETAIL 'G',
MODIFIED
OPEN CUT 39 LF
OF WATER MAIN,
C909 PVC, 8 INCH,
TB DETAIL 'G',
MODIFIED
M
I N
C
O V
E R
73'
81'
15'
125'
146'
30'
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
LEGEND
WATER MAIN
GATE VALVE AND BOX, _INCH
REDUCER
HYDRANT / VALVE
STANDARD SOIL EROSION KEY
Know what's below.
before you dig.Call
R
NORTH
HANOVER STREET
CONSTRUCTION PLAN
S T
A
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
SURVEY. C/L
BM EL. 731.70
TOP OF NORTH HEX NUT OF HYDRANT, NORTH
SIDE OF HARDING STREET AT HANOVER STREET.
(NAVD 88)
RIVERSIDE DR
E8
E8
WATER MAIN QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
60 FT
1 INCH COPPER SERVICE LEAD, TYPE "K", MODIFIED
64 FT
WATER MAIN, C909 PVC, 8 INCH, TB DETAIL 'G', MODIFIED
325 FT
WATER MAIN, C900 PVC, 8 INCH, BORE
1 EA CONNECT TO EXISTING WATER MAIN
2 EA
CURB BOX, STOP, 1 INCH CORPORATION STOP AND
CONNECTION, MODIFIED
1 EA EXISTING VALVE AND VALVE BOX ABANDONMENT
1 EA
INSTALL METER PIT, COMPLETE
1 EA
WATER METER PIT, REM
15 SYD
PAVT, REM
15 SYD
DRIVEWAY, NONREINF CONC, 6 INCH
5 CYD
SUBBASE, CIP
2 EA
EROSION CONTROL, INLET PROTECTION, FABRIC DROP
STA. 11+06, 20.2' RT
PLACE:
1 EA - 8" 45° BEND
PROPOSED 8" 45° BEND
(SEE HARDING ST PLAN)
STA. 11+00
END WATER MAIN
CONSTRUCTION HARDING
ST. BEGIN WATER MAIN
CONSTRUCTION
HANOVER ST.
HARDING ST
STA. 11+00 TO STA. 14+89
PLACE:
389 FT - 8" PVC WATER MAIN
STA. 14+89, 28.0' RT
REMOVE EX. 45° BEND AND PLACE:
1 EA - EXISTING VALVE AND VALVE BOX ABANDONMENT
1 EA - CONNECT TO EXISTING WATER MAIN
1 EA - 8" PLUG
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
DEFLECT PIPE TO CHANGE
HORIZONTAL ALIGNMENT
E8
E8
E8
15 SYD - PAVT, REM
15 SYD - DRIVEWAY, NONREINF CONC, 6 INCH
NOTE:
SEE HARDING STREET WATER MAIN
PLAN AND PROFILE
B E
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K
D
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B Y
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V I S
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N S
N O
C I T
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F
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H I G
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G I N
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F I E
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R I P
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A R
Y
H A
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V E
R
S
T
W
A T
I N
P L
O
F I L
E
EXISTING WATER MAIN ABANDONMENT
ONCE THE PROPOSED WATER MAIN HAS BEEN TESTED AND ACCEPTED AND
ALL SERVICES HAVE BEEN TRANSFERRED, THE EXISTING WATER MAIN AND
APPURTENANCES SHALL BE ABANDONED AND/OR REMOVED AS DIRECTED
WITH THE FOLLOWING PAY ITEMS:
· EXISTING VALVE WITH VALVE BOX ABANDONMENT - EA
· EXISTING VALVE WITH MANHOLE ABANDONMENT - EA
· HYDRANT REM - EA
· WATER MAIN, __ INCH, CUT AND PLUG, MODIFIED - EA
S58
S58
AutoCAD SHX Text
EX. 10" STORM SEWER
AutoCAD SHX Text
EX. 15" STORM SEWER
AutoCAD SHX Text EX. 11.5'x8.5' CMP CULVERT
AutoCAD SHX Text
EXISTING HYDRANT
AutoCAD SHX Text
EX. GAS
AutoCAD SHX Text
EX. 6" WM
AutoCAD SHX Text EXISTING 8"x6" TEE
AutoCAD SHX Text
EXISTING 8" VALVE
AutoCAD SHX Text
EX. GROUND AT SURVEY C/L ELEV'S. (TYP.)
AutoCAD SHX Text
EX. GROUND ELEV'S OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE OVER PROPOSED WATER MAIN
AutoCAD SHX Text
EX. GROUND PROFILE AT SURVEY C/L
AutoCAD SHX Text
EXISTING 8" 45° BEND
AutoCAD SHX Text EXISTING 8"x6" REDUCER
AutoCAD SHX Text
EXISTING WATER MAIN ABANDONED
AutoCAD SHX Text
EX. 8" WATER MAIN
AutoCAD SHX Text
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
OUTLOT NO. 10
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BM#
AutoCAD SHX Text
4" PIPE END
AutoCAD SHX Text
12" PIPE END
AutoCAD SHX Text 1104 000-001
AutoCAD SHX Text 1105 000-014
AutoCAD SHX Text 1004 000-019
AutoCAD SHX Text 1104 000-001
AutoCAD SHX Text 1017 000-016
AutoCAD SHX Text 1083 000-015
AutoCAD SHX Text 1107 000-014
AutoCAD SHX Text 1121 000-013
AutoCAD SHX Text 1137 000-012
AutoCAD SHX Text 1151 000-011
AutoCAD SHX Text 1165 000-010
AutoCAD SHX Text 1165 000-010
AutoCAD SHX Text 1122 000-009
AutoCAD SHX Text 1101 000-010
AutoCAD SHX Text
"RIVERSIDE HEIGHTS SUBDIVSION"
AutoCAD SHX Text 1100 000-001
AutoCAD SHX Text 000-011
AutoCAD SHX Text
OUTLOT NO. 9
AutoCAD SHX Text 1200 000-010
AutoCAD SHX Text
OUTLOT NO. 9
AutoCAD SHX Text
"STEWART HOMESTEAD SUBDIVSION"
AutoCAD SHX Text
"APPLEWOOD VALLEY NO. 1"
AutoCAD SHX Text
"RIVERSIDE HEIGHTS SUBDIVSION"
AutoCAD SHX Text
"WILLOW SPINGS PARK"
AutoCAD SHX Text
11.5'X8' CULVERT
AutoCAD SHX Text
HEADWALL
AutoCAD SHX Text
HEADWALL
AutoCAD SHX Text
15" PIPE END
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
SAMH#5413
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
SAMH#6054
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
SAMH#6169
AutoCAD SHX Text
SAMH#6231
AutoCAD SHX Text
SAMH#6256
Aut…
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