for city of boyne city michigan/woodland water...
TRANSCRIPT
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REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
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PRELIMINARY PLANS
FOR
CITY OF BOYNE CITY
MICHIGAN/WOODLAND WATER MAIN EXTENSION
PROJECT
CHARLEVOIX COUNTY, MI
FEBRUARY, 2017
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Sheet List Table
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TRENT ST.
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ESCAPE ST.
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CHARLEVOIX ST.
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NEWTON ST.
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LYNN ST.
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LINE ST.
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JOHN ST.
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ADDIS ST.
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MECHANICS ST.
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ROBINSON ST.
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ADDIS ST.
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WOODLAND DR.
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SHADY LN.
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W. MICHIGAN ST.
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CHARLEVOIX RD.
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POND
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BAY ST.
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COURT ST.
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RIDGE ST.
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E. MICHIGAN AVE.
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SILVER ST.
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N. LAKE ST.
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WILDWOOD HARBOR DR.
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FREMONT ST.
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OTTAWA ST.
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GROVE ST.
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GROVELAND ST.
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N. PARK ST.
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N. EAST ST.
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JERSEY ST.
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JEFFERSON ST.
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UNION ST.
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HANNAH ST.
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CALL ST.
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OAK ST.
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BROWN ST.
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COLLINS ST.
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ALLY ST.
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ARTHUR ST.
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VOGEL ST.
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BAILEY ST.
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NORTH ST.
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STATE ST.
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CLARK ST.
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EDWIN ST.
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FIELD B DR.
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M-75
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ROTARY PARK DR.
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RIVERRIDGE
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POPLAR ST.
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RIVER ST.
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N. LAKE ST.
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WATER ST.
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RAY ST.
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MAIN ST.
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PEARL ST.
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SPRING ST.
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STEWART ST.
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E. MAIN ST.
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FOREST AVE.
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E. CEDAR ST.
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W. PINE ST.
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E. LINCOLN ST.
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HIGH ST.
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E. LINCOLN ST.
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HEMLOCK ST.
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WENONAH ST.
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MAPLE ST.
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MARL ST.
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SOUTH ST.
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FOREST
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LAKE
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HARRIS ST.
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BOICE ST.
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McCLEAN ST.
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KUNERT ST.
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S. EAST ST.
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EARL ST.
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LEWIS ST.
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BEARDSLEY ST.
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THOMPSON ST.
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BROCKWAY ST.
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ROOSEVELT ST.
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M-75
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BOYNE AVE.
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DIVISION ST.
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FRANKLIN ST.
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S. PARK ST.
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E. MORGAN ST.
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FRANKLIN ST.
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ANDERSON ST.
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LACVUE DR.
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SIDNEY ST.
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HOUGHLIN
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LEROY ST.
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SECOND ST.
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FIRST ST.
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WEST ST.
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S. LAKE ST.
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WILSON ST.
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DOUGLAS ST.
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WEST ST.
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W. CEDAR ST.
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W. LINCOLN ST.
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W. MORGAN ST.
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CHERRY ST.
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McKINLEY ST.
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TERRACE ST.
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ELM ST.
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FRONT ST.
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W. DIVISION ST.
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EDMOND ST
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MARSHAL RD.
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S. LAKESHORE DR.
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ALICE ST.
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ROTARY PARK DR.
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HEMLOCK ST.
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BOYNE AVE. - M-75
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GRANT ST.
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TRENT ST.
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W. DIVISION ST.
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M-75
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LOWER LAKE ST.
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FRONT ST.
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N. LAKE ST.
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N. PARK ST.
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N. EAST ST.
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PLEASANT AVE.
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SPRUCE ST.
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DEER RUN
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LAKEVIEW ESTATES
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BOYNE SUMMIT
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JEFFERSON ST.
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N. LAKE ST.
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MATTY LANE
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CALL ST.
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S. LAKE ST.
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R STREET
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TAYLOR ST.
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COURT ST.
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N. LAKE ST.
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COURT ST.
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LARCH ST.
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MAE LANE
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HARBORAGE HEIGHTS
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S. PARK ST.
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E. MICHIGAN AVE.
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BALSAM PL.
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E. PINE ST.
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HARBORAGE PARK
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HARBORAGE SHORES
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THE HARBORAGE
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THE HARBORAGE MARINA
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HARBORAGE HEIGHTS TRAIL
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SECOND ST.
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BOYNE CITY- EAST JORDAN RD.
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GRANT ST.
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LIBRARY
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BOOSTER STATION
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CITY OFFICES
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LAKE CHARLEVOIX
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BOYNE RIVER
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BOYNE RIVER
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BOYNE CITY AIRPORT
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BOYNE CITY SCHOOLS
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BOYNE CITY WWTF & LAGOONS
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BOYNE RIVER
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1910
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WELL #1
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WELL #2
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APPX. SEC LINE
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IT IS UNDERSTOOD THAT THE CONTRACTOR SHALL PERFORM ALL WORK UNDER THIS CONTRACT IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS, POLICIES, RULES AND STANDARDS OF THE MICHIGAN OCCUPATIONAL SAFETY AND HEALTH ACT (MIOSHA), BEING ACT 154 OF THE PUBLIC ACTS OF 1974 AND AS AMENDED.
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EXCEPT WHERE OTHERWISE INDICATED ON THE PLANS OR IN THE PROPOSAL AND SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CURRENT SUPPLEMENTAL SPECIFICATIONS. (AVAILABLE AT WWW.MDOT.STATE.MI.US/SPECBOOK/2012/)
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MISS DIG
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800-482-7171
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72 HOURS
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(3 WORKING DAYS)
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(TOLL-FREE)
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CALL MISS DIG
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BEFORE YOU DIG
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SIGNATURE
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NUMBER
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NAME OF THE LICENSEE
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RESPONSIBLE CHARGE
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PROFESSIONAL PERSON IN
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SEAL
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C2AE
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LAWRENCE FOX
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######
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LOCATION MAP
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SCALE: NTS
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LAKE ERIE
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GRAND RAPIDS
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TRAVERSE CITY
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LAKE SUPERIOR
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UPPER PENINSULA
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MACKINAW CITY
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LAKE HURON
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ALPENA
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PETOSKEY
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GAYLORD
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GRAYLING
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LAKE MICHIGAN
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SAGINAW
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FLINT
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LANSING
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JACKSON
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DETROIT
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KALAMAZOO
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MICHIGAN
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CITY OF BOYNE CITY
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PROJECT LOCATION
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VICINITY MAP
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SCALE: NTS
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SHEET NUMBER
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SHEET TITLE
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G-001
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TITLE SHEET
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G-002
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NOTES
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G-003
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DETAILS
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C-101
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WOODLAND DR. STA. 0+00 - 8+50
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C-102
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MICHIGAN ST. STA. 9+00 - 18+00
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C-103
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MICHIGAN ST. STA. 18+00 - POE
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C-104
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BAY ST. STA. 0+00 - POE
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FEBRUARY, 2017
G-002
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REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
arc
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ctu
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%%UGENERAL PLAN NOTES
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%%UGENERAL PLAN NOTES (CON'T)
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1. UNDERGROUND UTILITIES UNDERGROUND UTILITIES FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL CALL TOLL FREE 1-811-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. ALL "MISS DIG" PARTICIPATING MEMBERS WILL BE THUS ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. 2. EXISTING UTILITIES EXISTING UTILITIES EXISTING UTILITY LINES, INCLUDING BUT NOT LIMITED TO GAS LINES, TELEPHONE LINES, WATER MAIN, CABLE TV, ELECTRIC, DATA LINES, STORM SEWER, SANITARY SEWER AND OTHER UNDERGROUND UTILITIES MAY BE SHOWN IN PLAN VIEW OF THE CONSTRUCTION DRAWINGS ONLY, AND LOCATIONS ARE TO BE CONSIDERED INCOMPLETE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 3. MONUMENT BOXES MONUMENT BOXES ALL GOVERNMENT CORNERS AND PROPERTY IRONS SHALL BE PRESERVED, WHETHER SHOWN OR NOT. WHERE NECESSARY, MONUMENT BOXES SHALL BE REPLACED, ADJUSTED, OR PLACED. ANY CORNERS OR IRONS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND PAID FOR BY THE CONTRACTOR. 4. RIGHT-OF-WAY AND PROPERTY LINES RIGHT-OF-WAY AND PROPERTY LINES THE LOCATION OF RIGHT-OF-WAY LINES SHOWN ON THE PLAN DRAWINGS ARE APPROXIMATE ONLY. ALL PROPERTY IRONS SHALL BE PROTECTED. ANY PROPERTY IRONS DISTURBED BY CONSTRUCTION, WHETHER SHOWN ON THE DRAWING OR NOT, SHALL BE RESET BY A REGISTERED SURVEYOR AT THE CONTRACTORS EXPENSE. 5. BASIS FOR PAYMENT BASIS FOR PAYMENT ONLY THOSE ITEMS SPECIFICALLY IDENTIFIED IN THE PROPOSAL AS PAY ITEMS SHALL BE USED AS THE BASIS FOR PAYMENT. 6. EXISTING STRUCTURES EXISTING STRUCTURES UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE CONSTRUCTION PLANS, ALL SIDEWALKS, DRIVES, TREES, FENCES AND OTHER APPURTENANCES SHALL BE PROTECTED. ALL SUCH ITEMS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED, THE COSTS OF WHICH SHALL BE INCLUDED WITH PAYMENT FOR MACHINE GRADING MODIFIED. 8. SIGNS SIGNS SIGNS REQUIRING RELOCATION DUE TO CONSTRUCTION OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. THIS WORK WILL BE CONSIDERED INCLUDED WITH OTHER CONSTRUCTION PAY ITEMS OF THE PROJECT. ALL REGULATORY SIGNS SHALL BE RESET IMMEDIATELY. 9. HMA APPROACHES HMA APPROACHES HMA APPROACH QUANTITY INCLUDES ALL HMA MATERIALS REQUIRED TO CONSTRUCT DRIVES ONLY. 10. MAINTAIN ACCESS TO DRIVES MAINTAIN ACCESS TO DRIVES ACCESS TO ALL DRIVES SHALL BE MAINTAINED BY THE CONTRACTOR WITH THE USE OF SALVAGED GRAVEL, OFF-SITE GRAVEL OR MILLED TAILINGS. MAINTAIN ACCESS FOR MAIL DELIVERY AT ALL TIMES. ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF DRIVES SHALL BE INCLUDED WITH THE DRIVEWAY APPROACH PAY ITEM(S). 11. REMOVAL OF EXISTING HMA PAVEMENT & DRIVES REMOVAL OF EXISTING HMA PAVEMENT & DRIVES REMOVAL OF EXISTING HMA PAVEMENT, HMA APPROACHES, AND HMA DRIVE APPROACHES SHALL BE PAID AS "MACHINE GRADING MODIFIED" REGARDLESS OF THE THICKNESS UNLESS OTHERWISE NOTED. 12. SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES TO THE LIMITS OF RECONSTRUCTION OR AS DIRECTED BY THE ENGINEER SHALL BE INCLUDED WITH PAYMENT FOR WATER MAIN. THIS ALSO INCLUDES SAW CUTTING DRIVEWAYS AT THE REPLACEMENT LIMITS. IF A PAVEMENT EDGE IS DAMAGED SUBSEQUENT TO SAW CUTTING, THE EDGE SHALL BE RECUT AS DIRECTED BY THE ENGINEER. SAW CUTTING SHALL BE FULL DEPTH OF THE PAVEMENT BEING SAWED. 13. REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES REMOVAL OF EXISTING CONCRETE DRIVE APPROACHES SHALL BE PAID FOR ON A SYD BASIS AS "REMOVE CONCRETE DRIVE APPROACH" REGARDLESS OF THICKNESS, UNLESS OTHERWISE NOTED. 14. TREE REMOVAL TREE REMOVAL TREE REMOVALS, IF THERE ARE ANY, ARE CALLED OUT ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH THE CITY PRIOR TO COMMENCING WITH REMOVAL. PAYMENT FOR ALL TREE REMOVAL SHALL BE INCLUDED IN THE LUMP SUM "CLEARANCE" PAY ITEM 15. SALVAGING ITEMS TO OWNER SALVAGING ITEMS TO OWNER SALVAGING ITEMS TO OWNER SHALL BE INCLUDED WITH THE REMOVAL OF THAT ITEM.
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THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED ON OUR SURVEYS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO IT'S ACCURACY AND THE LOCATION OF EXISTING UTILITIES.
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DTE ENERGY GAS
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%%UPUBLIC UTILITIES
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CONTACT: MR. ANDY KOVOLSKI
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PHONE: (231) 582-0375
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PHONE: (989) 350-2837
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CONTACT: MR. CHUCK HARDIN
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CONTACT: MR. MATT MINZEY
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PHONE: (231) 631-5872
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CITY OF BOYNE CITY
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FRONTIER
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CONTACT: MR. GILES LITZNER
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PHONE: (231) 420-2515
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PHONE: (231) 258-3785
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CONTACT: MR. MATT LOGAN
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CHARTER COMMUNICATIONS
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CONSUMERS ENERGY
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%%UNAME OF OWNER
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SANITARY SEWER
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STORM SEWER
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TELEPHONE
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WATER
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CABLE TV
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%%UKIND OF UTILITY
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ELECTRIC
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GAS
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23. MAINTAINING WATER SERVICE MAINTAINING WATER SERVICE DISRUPTIONS IN WATER SERVICE SHALL BE COORDINATED WITH CITY AND ENGINEER A MINIMUM OF 2 WORKING DAYS IN ADVANCE OF THE DISRUPTION. NO WATER SERVICE SHALL BE DISRUPTED FOR LONGER THAN 6 HOURS DURING ANY 24 HOUR PERIOD. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING PROPERTY OWNERS OF WATER DISRUPTIONS. 27. RESTORATION RESTORATION GRADE SHALL BE RESTORED EQUAL TO ITS PRE-CONSTRUCTION CONDITION OR BETTER. EXISTING STREETS SHALL BE RESTORED TO THE THICKNESS INDICATED WITH HOT MIX ASPHALT (HMA). REFER TO HMA APPLICATION ESTIMATE ON SHEET ______. EXISTING RESIDENTIAL CONCRETE DRIVES SHALL BE RESTORED WITH 6" OF NON-REINFORCED CONCRETE AND 4" SAND SUBBASE, UNLESS NOTED OTHERWISE ON THE PLANS. ALL OTHER DISTURBED AREAS SHALL RECEIVE 3" TOPSOIL, SEED AND MULCH OR MATTING, PER THE SPECIFICATIONS. 30. WATER SERVICE LOCATIONS WATER SERVICE LOCATIONS THE LOCATIONS OF PROPOSED AND EXISTING WATER SERVICES THAT MAY BE SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND MAY BE ADJUSTED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSISTING THE CITY WITH LOCATING SERVICES. 32. DUST CONTROL DUST CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST ON THIS PROJECT THROUGH THE USE OF WATER TRUCKS OR DUST PALLIATIVE. PAYMENT FOR DUST CONTROL SHALL BE INCLUDED WITH THE "WATER MAIN" PAY ITEMS. DUST SHALL BE CONTINUOUSLY CONTROLLED TO THE SATISFACTION OF THE OWNER. 34. MAILBOXES MAILBOXES WHENEVER MAILBOXES ARE ENCOUNTERED ALONG THIS PROJECT, WITHIN THE CONSTRUCTION LIMITS, THE CONTRACTOR SHALL MAINTAIN ALL SUCH EXISTING MAILBOXES AT OR NEAR THEIR PRESENT LOCATION, IN SUCH A MANNER AS TO PERMIT THE UNINTERRUPTED DELIVERY OF THE MAIL. AS THE PROGRESS OF THE WORK PERMITS, THE CONTRACTOR SHALL RELOCATE THE EXISTING MAILBOXES AND RESET THEM PERMANENTLY IN COMPLIANCE WITH THE REQUIREMENTS OF THE UNITED STATES POSTAL SERVICE. ALL WORK ASSOCIATED WITH RELOCATING THE MAILBOXES AND/OR REPLACING MAILBOX POSTS SHALL BE INCLUDED IN THE PAY ITEM "MACHINE GRADING MODIFIED". 36. IRRIGATION SYSTEMS RRIGATION SYSTEMS WHENEVER AN EXISTING IRRIGATION SYSTEM IS ENCOUNTERED WITHIN THE CITY'S RIGHT-OF-WAY DURING THE PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING, AND OR REPAIRING IT. ALL COSTS SHALL BE INCLUDED IN THE "IRRIGATION SYSTEMS, PROTECT" PAY ITEM. 38. TRAFFIC CONTROL TRAFFIC CONTROL THE CONTRACTOR SHALL ERECT AND MAINTAIN THE NECESSARY CONSTRUCTION SIGNING THROUGHOUT THE DURATION OF THE PROJECT. PLACEMENT OF PERMANENT AND TEMPORARY TRAFFIC CONTROL ITEMS SHALL BE DONE IN ACCORDANCE WITH THE 2011 EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS AMENDED AND M.D.O.T. GUIDELINES. ALL SIGNAGE SHALL BE REVIEWED AND APPROVED BY THE CITY OF BOYNE CITY D.P.W. AND POLICE DEPARTMENT. ALL CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL WITHIN THE MDOT R.O.W. SHALL BE IN STRICT COMPLIANCE WITH THE MDOT R.O.W. PERMIT. THE CONTRACTOR WILL BE REQUIRED TO ADJUST THE CONSTRUCTION SIGNING FOR EACH PHASE OF CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE "TRAFFIC CONTROL AND SIGNAGE" LUMP SUM PAY ITEM. IT IS THE INTENT THAT THE ROADS BE MAINTAINED OPEN TO LOCAL TRAFFIC OPEN TO LOCAL TRAFFIC THROUGHOUT CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A , UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A MAINTAINING TRAFFIC PLAN TO THE ENGINEER FOR APPROVAL.
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EX. DECIDUOUS TREE
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EX. CONIFEROUS TREE
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EX. BUSH
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REMOVE
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ABANDON
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R
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A
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RELOCATE BY OTHERS
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HANDHOLE
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H
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MONITORING WELL
AutoCAD SHX Text
MW
AutoCAD SHX Text
UTILITY ABBREVIATIONS
AutoCAD SHX Text
= ELECTRICAL LINE
AutoCAD SHX Text
E
AutoCAD SHX Text
= FIBER OPTIC
AutoCAD SHX Text
FO
AutoCAD SHX Text
= GAS
AutoCAD SHX Text
G
AutoCAD SHX Text
= OVERHEAD TELEPHONE LINE
AutoCAD SHX Text
OT
AutoCAD SHX Text
= TELEPHONE LINE
AutoCAD SHX Text
T
AutoCAD SHX Text
= TELEVISION
AutoCAD SHX Text
TV
AutoCAD SHX Text
= WATER
AutoCAD SHX Text
W
AutoCAD SHX Text
= SANITARY
AutoCAD SHX Text
SAN
AutoCAD SHX Text
= STORM
AutoCAD SHX Text
STO
AutoCAD SHX Text
= FORCE MAIN
AutoCAD SHX Text
FM
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text
%%UPLAN LEGEND
AutoCAD SHX Text
%%UEXISTING LEGEND%%U
AutoCAD SHX Text
PROPOSED WATER MAIN PLAN
AutoCAD SHX Text
PROPOSED WATER VALVE
AutoCAD SHX Text
PROPOSED WATER METER/STOP BOX
AutoCAD SHX Text
PROPOSED FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
W
AutoCAD SHX Text
GV
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
EX. MISC. POST/UTILITY MARKER
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
EX. WATER VALVE
AutoCAD SHX Text
EX. SANITARY MH
AutoCAD SHX Text
EX. GAS VALVE
AutoCAD SHX Text
EX. SURVEY POINT
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
%%UPROPOSED LEGEND%%U
AutoCAD SHX Text
EX. FORCEMAIN
AutoCAD SHX Text
EX. STORM SEWER
AutoCAD SHX Text
EX. OVERHEAD ELECTRIC
AutoCAD SHX Text
EX. FENCE LINE
AutoCAD SHX Text
EX. SANITARY SEWER
AutoCAD SHX Text
EX. TELEPHONE
AutoCAD SHX Text
685
AutoCAD SHX Text
EX. MAJOR CONTOUR
AutoCAD SHX Text
EX. MINOR CONTOUR
AutoCAD SHX Text
EX. GAS LINE
AutoCAD SHX Text
EX. UNDERGROUND ELECTRIC
AutoCAD SHX Text
684
AutoCAD SHX Text
EX. R.O.W.
AutoCAD SHX Text
EX. DITCH
AutoCAD SHX Text
EX. STOP BOX/METER
AutoCAD SHX Text
EX. MONUMENT
AutoCAD SHX Text
EX. TELEPHONE PEDESTAL
AutoCAD SHX Text
EX. MAILBOX
AutoCAD SHX Text
D
AutoCAD SHX Text
S
AutoCAD SHX Text
EX. STORM MH
AutoCAD SHX Text
EX. STORM INLET
AutoCAD SHX Text
EX. STORM CB
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
W
AutoCAD SHX Text
EX. TREE LINE
AutoCAD SHX Text
EX. GUARDRAIL
AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text
W
AutoCAD SHX Text
EX. WATER MANHOLE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
STUMP
AutoCAD SHX Text
SWAMP
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
BM
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text
EX. ELECTRIC MANHOLE
AutoCAD SHX Text
EX. GAS MANHOLE
AutoCAD SHX Text
EX. UTILITY MANHOLE
AutoCAD SHX Text
EX. TELEPHONE MANHOLE
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
U
AutoCAD SHX Text
SB
AutoCAD SHX Text
PROPOSED WATER MAIN PROFILE
AutoCAD SHX Text
S7
AutoCAD SHX Text
SESC CONTROL MEASURES
AutoCAD SHX Text
T
AutoCAD SHX Text
REL-B/O
AutoCAD SHX Text
= PROPOSED CONCRETE DRIVEWAY
AutoCAD SHX Text
= PROPOSED HMA DRIVEWAY
AutoCAD SHX Text
= PROPOSED HMA DRIVEWAY
AutoCAD SHX Text
WV
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FEBRUARY, 2017
G-003
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DATE:
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SHEET
REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
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D.S
TB
AutoCAD SHX Text
TOPSOIL-3" MIN. FOR SEED OR SOD
AutoCAD SHX Text
12"
AutoCAD SHX Text
TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
AutoCAD SHX Text
MDOT CL II GRANULAR BEDDING, MODIFIED FOR A MAXIMUM PARTICLE SIZE OF 1.5 INCHES, FOR STORM AND SANITARY SEWERS AND WATER MAIN
AutoCAD SHX Text
BACKFILL MATERIAL APPROVED BY ENGINEER.
AutoCAD SHX Text
4" MIN. UNDERCUT WATER MAIN
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
AutoCAD SHX Text
NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
AutoCAD SHX Text
NOTE: CONSTRUCT APPROPRIATE DIAMETER AND DEPTH MJ X MJ OFFSET TO PROVIDE 18" MINIMUM CLEARANCE BETWEEN WATER MAIN AND SEWER
AutoCAD SHX Text
PROPOSED WATER MAIN
AutoCAD SHX Text
PROPOSED OR EXISTING STORM OR SANITARY SEWER
AutoCAD SHX Text
ENCASE CROSSING WITH MDOT 6A STONE
AutoCAD SHX Text
MEGALUG - TYPICAL OF ALL JOINTS ON OFFSET FITTINGS.
AutoCAD SHX Text
4 EACH 45° BENDS REQUIRED
AutoCAD SHX Text
WATER MAIN OFFSET DETAIL
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
1
AutoCAD SHX Text
1.5' MINIMUM VERTICAL CLEARANCE
AutoCAD SHX Text
NOTE: MAXIMIZE THE SPACING OF THE WATER MAIN JOINTS FROM THE CROSSING UTILITY PIPE (PLACE ONE FULL LENGTH SECTION OF NEW PIPE CENTERED ON THE CROSSING UTILITY).
AutoCAD SHX Text
SUBGRADE COMPACTED TO 95% DENSITY
AutoCAD SHX Text
UNDISTURBED SOIL
AutoCAD SHX Text
12"
AutoCAD SHX Text
TRIM EXISTING ASPHALT TO A NEAT EDGE.
AutoCAD SHX Text
6" MDOT 22A GRAVEL BASE COMPACTED TO 98% DENSITY.
AutoCAD SHX Text
4" MIN. UNDERCUT FOR WATER MAIN
AutoCAD SHX Text
IMPORTED GRANULAR BACKFILL OR TRENCH MATERIAL MEETING MDOT CL-IIIA REQUIREMENTS.
AutoCAD SHX Text
MDOT CL II GRANULAR BEDDING, MODIFIED FOR A MAXIMUM PARTICLE SIZE OF 1.5 INCHES, FOR STORM AND SANITARY SEWERS AND WATER MAIN
AutoCAD SHX Text
TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
AutoCAD SHX Text
TRENCH BACKFILL UNDER ROADWAY
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
3
AutoCAD SHX Text
NOTE: WHEN UNDERCUTTING FOR SANITARY SEWERS (FLEXIBLE PIPE) EXCEEDS 12 INCHES, BACKFILL FOR UNDERCUTTING SHALL CONFORM TO MDOT CLASS IIIA (FOR GRANULAR MATERIAL) OR MDOT 6A STONE REQUIREMENTS.
AutoCAD SHX Text
NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
AutoCAD SHX Text
SEE HMA APPLICATION TABLE ON SHEET ___
AutoCAD SHX Text
NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
AutoCAD SHX Text
NOTE: IN EXISTING STREETS, CONTRACTOR SHALL RESTORE SURFACE TO ORIGINAL OR BETTER CONDITION.
AutoCAD SHX Text
6'-0" MIN. COVER
AutoCAD SHX Text
UNDISTURBED EARTH
AutoCAD SHX Text
DISTANCE DETERMINED
AutoCAD SHX Text
BY ENGINEER
AutoCAD SHX Text
TEE IN MAIN
AutoCAD SHX Text
THRUST BLOCK
AutoCAD SHX Text
BREAK AWAY FLANGE
AutoCAD SHX Text
3'
AutoCAD SHX Text
STANDARD FIRE HYDRANT ASSEMBLY DETAIL
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
4
AutoCAD SHX Text
PUMPER CONNECTION SHALL FACE STREET. PROVIDE AND INSTALL 5" STORZ FITTING ON ALL NEW HYDRANTS
AutoCAD SHX Text
MECHANICALLY ROD GATE VALVE TO TEE IF WITHIN 10' OF TEE.
AutoCAD SHX Text
1" GRAVEL OR CRUSHED STONE
AutoCAD SHX Text
1'-8" TYP. OR AS DIRECTED BY ENGINEER
AutoCAD SHX Text
THE HYDRANT DRAIN SHALL BE PLUGGED.
AutoCAD SHX Text
KEEP CONC. THRUST BLOCK BELOW HYDRANT DRAIN. SEE THRUST BLOCK SCHEDULE & DETAIL IN SPECS. FOR SIZE.
AutoCAD SHX Text
4" THICK X 2 SQ. FT. BEARING AREA SLAB OF PRECAST OR POURED CONC. OR OTHER SLAB MATERIAL APPROVED BY RESIDENT ENGINEER.
AutoCAD SHX Text
VALVE & C.I. VALVE BOX
AutoCAD SHX Text
MECHANICALLY RESTRAIN ALL JOINTS
AutoCAD SHX Text
6" DIAMETER WATER MAIN UNLESS OTHERWISE NOTED
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
SERVICE PIPE
AutoCAD SHX Text
CORP. STOP
AutoCAD SHX Text
1"%%C MIN.
AutoCAD SHX Text
6' MIN. COVER
AutoCAD SHX Text
STREET R.O.W.
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
WATER SERVICE CONNECTION DETAIL
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
5
AutoCAD SHX Text
TAPPING SADDLE FOR PVC PIPE
AutoCAD SHX Text
MUNICIPAL STD. SERVICE CURB STOP AND BOX
AutoCAD SHX Text
MUNICIPAL STD. CURB BOX WITH ROD AND MIN. 1-1/4" RISER
AutoCAD SHX Text
AT PROPERTY LINE OR AS DIRECTED BY CITY
AutoCAD SHX Text
SET AT 4 FEET
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
VALVE BOX
AutoCAD SHX Text
WATER MAIN VALVE EXTENSION STEM DETAIL
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
6
AutoCAD SHX Text
WHERE THE WATER MAIN IS BURIED AT A DEPTH WHERE THE NORMAL VALVE OPERATING NUT WILL BE AT A DEPTH GREATER THAN 4 FEET, A VALVE EXTENSION STEM WITH OPERATING NUT SHALL BE PROVIDED AND MECHANICALLY ATTACHED TO THE VALVE TO PROVIDE AN OPERATING NUT AT THE 4 FOOT DEPTH.
AutoCAD SHX Text
VALVE & C.I. VALVE BOX
AutoCAD SHX Text
NOTE:EXTENSION STEM INCLUDED IN PAYMENT FOR VALVE.
AutoCAD SHX Text
NORMAL VALVE OPERATING NUT (WHERE NORMAL BURY PLACES IT GREATER THAN 4 FEET DEEP)
AutoCAD SHX Text
2
AutoCAD SHX Text
NORMAL TRENCH BACKFILL DETAIL
AutoCAD SHX Text
TOPSOIL-3" MIN. FOR SEED OR SOD
AutoCAD SHX Text
12"
AutoCAD SHX Text
TRENCH WIDTHS THE PROPOSED TRENCH WIDTHS FOR ALL UNDERGROUND PIPE SIZES AND MATERIALS SHALL BE IN ACCORDANCE WITH ASTM D2321 (SEE SPECIFICATIONS).
AutoCAD SHX Text
MDOT CL 6A STONE FOR WATER MAIN
AutoCAD SHX Text
BACKFILL MATERIAL APPROVED BY ENGINEER.
AutoCAD SHX Text
4" MIN. UNDERCUT WATER MAIN
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
NOTE: THE TRENCH SHALL BE EXCAVATED TO THE DEPTH REQUIRED SO AS TO PROVIDE A UNIFORM AND CONTINUOUS BEARING AND SUPPORT FOR THE PIPE.
AutoCAD SHX Text
NOTE: FINAL BACKFILL FOR WATER MAIN SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS.
AutoCAD SHX Text
7
AutoCAD SHX Text
SPECIAL TRENCH BEDDING DETAIL
AutoCAD SHX Text
GEOTEXTILE FABRIC AROUND PIPE BEDDING
AutoCAD SHX Text
NOTE: TO BE USED IN POOR SOIL AREAS ONLY AS NOTED BY ENGINEER
WE
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YC
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SHEET
REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
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1" =
40'_XREF
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FEBRUARY,
2017
C-101
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-
-
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-
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PROJ. #:
DATE:
2017
Feet
0 40 80
AutoCAD SHX Text
FND IRON
AutoCAD SHX Text
FND MON
AutoCAD SHX Text
FND IRON
AutoCAD SHX Text
MH
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT DRIVE
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
SB #3
AutoCAD SHX Text
SB #2
AutoCAD SHX Text
SB #1
AutoCAD SHX Text
WV
AutoCAD SHX Text
4 BALSUM
AutoCAD SHX Text
14 CEDAR
AutoCAD SHX Text
8 BOX
AutoCAD SHX Text
8 CEDAR
AutoCAD SHX Text
24 CEDAR
AutoCAD SHX Text
8 BOX
AutoCAD SHX Text
8 CEDAR
AutoCAD SHX Text
10 CEDAR
AutoCAD SHX Text
3 BALSAM
AutoCAD SHX Text
10 CEDAR
AutoCAD SHX Text
4 BALSUM
AutoCAD SHX Text
0 W. MICHIGAN ST.
AutoCAD SHX Text
0 W. MICHIGAN ST.
AutoCAD SHX Text
643 W. MICHIGAN ST.
AutoCAD SHX Text
631 WOODLAND DR.
AutoCAD SHX Text
639 WOODLAND DR.
AutoCAD SHX Text
641 WOODLAND DR.
AutoCAD SHX Text
645 WOODLAND DR.
AutoCAD SHX Text
647 WOODLAND DR.
AutoCAD SHX Text
SHADY LANE
AutoCAD SHX Text
BALSAM PLACE
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
WOODLAND DR.
AutoCAD SHX Text
MATCH LINE SHEET
AutoCAD SHX Text
C-102
AutoCAD SHX Text
GLENWOOD BEACH RD.
AutoCAD SHX Text
W. MICHIGAN ST.
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
MIN. 6' COVER
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
MIN. 6' COVER
AutoCAD SHX Text
APPROX EX. GROUND OVER PROPOSED WATERMAIN
AutoCAD SHX Text
APPROX EX. GROUND OVER PROPOSED WATERMAIN
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
PROP. 8" GATE VALVE & BOX
AutoCAD SHX Text
PROPOSED FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text
EX. 4" SANITARY FORCE MAIN APPROX. LOCATION
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
MIN. 18" SEPARATION
WE
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YC
LE
SHEET
REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
arc
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1"=40'
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FEBRUARY,
2017
C-102
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
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17
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PROJ. #:
DATE:
2017
Feet
0 40 80
AutoCAD SHX Text
TP#
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BIT
AutoCAD SHX Text
GVL
AutoCAD SHX Text
GVL
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
GVL
AutoCAD SHX Text
GVL
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
APPROX ROW
AutoCAD SHX Text
APPROX ROW
AutoCAD SHX Text
L/SCAPING
AutoCAD SHX Text
SB #5
AutoCAD SHX Text
SB #4
AutoCAD SHX Text
SB #6
AutoCAD SHX Text
12 MPL
AutoCAD SHX Text
6 PINE
AutoCAD SHX Text
6 PINE
AutoCAD SHX Text
6 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 APL
AutoCAD SHX Text
18 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 PINE
AutoCAD SHX Text
12 cherry
AutoCAD SHX Text
8 mpl
AutoCAD SHX Text
6 mpl
AutoCAD SHX Text
6 cherry
AutoCAD SHX Text
6 cherry
AutoCAD SHX Text
18 mpl-clump
AutoCAD SHX Text
8 mpl
AutoCAD SHX Text
14 poplar
AutoCAD SHX Text
24 OAK
AutoCAD SHX Text
20 MPL
AutoCAD SHX Text
14 CEDAR
AutoCAD SHX Text
0 W. MICHIGAN ST.
AutoCAD SHX Text
630 W. MICHIGAN ST.
AutoCAD SHX Text
628 W. MICHIGAN ST.
AutoCAD SHX Text
622 W. MICHIGAN ST.
AutoCAD SHX Text
616 W. MICHIGAN ST.
AutoCAD SHX Text
612 W. MICHIGAN ST.
AutoCAD SHX Text
635 W. MICHIGAN ST.
AutoCAD SHX Text
631 W. MICHIGAN ST.
AutoCAD SHX Text
629 W. MICHIGAN ST.
AutoCAD SHX Text
627 W. MICHIGAN ST.
AutoCAD SHX Text
625 W. MICHIGAN ST.
AutoCAD SHX Text
623 W. MICHIGAN ST.
AutoCAD SHX Text
621 W. MICHIGAN ST.
AutoCAD SHX Text
617 W. MICHIGAN ST.
AutoCAD SHX Text
615 W. MICHIGAN ST.
AutoCAD SHX Text
613 W. MICHIGAN ST.
AutoCAD SHX Text
519 W. MICHIGAN ST.
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
MATCH LINE SHEET
AutoCAD SHX Text
C-103
AutoCAD SHX Text
W. MICHIGAN ST.
AutoCAD SHX Text
MATCH LINE SHEET
AutoCAD SHX Text
C-101
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
MIN. 6' COVER
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
MIN. 6' COVER
AutoCAD SHX Text
APPROX EX. GROUND OVER PROPOSED WATERMAIN
AutoCAD SHX Text
APPROX EX. GROUND OVER PROPOSED WATERMAIN
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
AutoCAD SHX Text
PROPOSED 8" GATE VALVE & BOX
AutoCAD SHX Text
PROPOSED FIRE HYDRANT ASSEMBLY
AutoCAD SHX Text
PROPOSED 8" WATER MAIN
WE
R
EC
YC
LE
SHEET
REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
arc
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AutoCAD SHX Text
EX MH SNA142 RIM ±608.80
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8" E IE 601.98 8" NW IE 602.73 8" W IE 602.48
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EX MH SNB141 RIM ±608.39
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8" NW IE 604.37 8" SE IE 604.37
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EX MH SNA160 RIM ±605.84
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FND IRON
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FND IRON
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WOOD STAKE
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FND MON
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FND IRON
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BM#
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TP#
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WELL
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MH
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MH
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MH
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BIT
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BIT
AutoCAD SHX Text
BIT
AutoCAD SHX Text
GVL
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GVL
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GVL
AutoCAD SHX Text
GVL
AutoCAD SHX Text
APPROX ROW
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APPROX ROW
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SB #7
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SB #8
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12 MPL
AutoCAD SHX Text
18 CEDAR
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24 MPL
AutoCAD SHX Text
12 MPL
AutoCAD SHX Text
48 WILLOW
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10 PINE
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18 MPL
AutoCAD SHX Text
12 ELM
AutoCAD SHX Text
6 ELM
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6 ELM
AutoCAD SHX Text
12 ELM
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20 PINE
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20 PINE
AutoCAD SHX Text
12 cherry
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8 SPRUCE
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8 SPRUCE
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8 SPRUCE
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520 W. MICHIGAN ST.
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615 BOYNE CITY RD
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514 W. MICHIGAN ST.
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512 W. MICHIGAN ST.
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519 W. MICHIGAN ST.
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517 W. MICHIGAN ST.
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0 BAY ST.
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513 W. MICHIGAN ST.
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524 BAY ST.
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WV
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WV
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WV
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WV
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W
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W
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STA102
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WV
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GARAGE
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BOYNE CITY - CHARLEVOIX RD
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W. MICHIGAN ST.
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MATCH LINE SHEET
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C-102
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W. MICHIGAN ST.
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BAY ST.
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PROPOSED 8" WATER MAIN
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MIN. 6' COVER
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MIN. 6' COVER
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APPROX EX. GROUND OVER PROPOSED WATERMAIN
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APPROX EX. GROUND OVER PROPOSED WATERMAIN
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PROPOSED 8" WATER MAIN
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PROPOSED 8" GATE VALVE & BOX
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PROPOSED FIRE HYDRANT ASSEMBLY
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EX. 6" WM
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PLACE: 8"X8"X8" TEE 8" GATE VALVE AND BOX TO NORTH AND EAST 8"X6" REDUCER TO SOUTH
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PROPOSED 8" WATER MAIN
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PROPOSED 6" WATER MAIN
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PLACE: 8"X6" TEE & PLUG 6" TO THE NORTH FOR FUTURE
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PLACE: 6"X6"X6" TEE 8"X6" INCREASER 8" GATE VALVE AND BOX
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CONNECT TO EX. WATER MAIN
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EX. 8" SANITARY SEWER APPROX DEPTH
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MIN. 18" SEPARATION
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MIN. 18" SEPARATION
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MIN. 18" SEPARATION
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MIN. 18" SEPARATION
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EX. 4" SANITARY FORCE MAIN APPROX. LOCATION
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EX. 12" STORM SEWER APPROX. DEPTH
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CONNECT TO EX. 6" WATER MAIN
AutoCAD SHX Text
MATCH LINE SHEET C-104
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REVISIONS
© C2AE.
NOT TO BE REPRODUCED OR
DISTRIBUTED WITHOUT PRIOR
WRITTEN CONSENT FROM C2AE.
ALL RIGHTS RESERVED.
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EX MH STA101 RIM ±601.36
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12" N IE 598.14 12" S IE 598.14
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FND IRON
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WOOD STAKE
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FND IRON
AutoCAD SHX Text
RET.WALL
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CONC. PVRS.
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CONC. PVRS.
AutoCAD SHX Text
BIT
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RET.WALL
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BIT
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BIT
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BIT
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SAN LINE VICINITY
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16 MPL
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6 MPL
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6 MPL-CLUMP
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12 MPL
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6 MPL
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6 MPL
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12 ELM
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12 MPL
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8 DEAD
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8 POPLAR
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12 PINE
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8 PINE
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12 PINE
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12 PINE
AutoCAD SHX Text
12 ELM
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8 mpl
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20 PINE
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517 W. MICHIGAN ST.
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0 BAY ST.
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513 W. MICHIGAN ST.
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555 BAY ST.
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WV
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STA101
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STLA100
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GARAGE
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BAY ST.
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PROPOSED 6" WATER MAIN
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MIN. 6' COVER
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APPROX EX. GROUND OVER PROPOSED WATERMAIN
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EX. 12" STORM SEWER APPROX. DEPTH
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CONNECT TO EX. 6" WATER MAIN
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EX. 6" WM
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PROPOSED 6" WATER MAIN
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LOCATE WEST END OF 6" WATER MAIN CONNECT NEW 6" WATER MAIN AND PLACE 6" GATE VALVE & BOX TO WEST
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MATCH LINE SHEET
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C-103