zfe - Grand Ledge pdfs/Fitzgerald...SHEET INDEX Fitzgerald Park Water Main Reconstruction Eaton County, Michigan ZIEMNICK FOSTER ENGINEERING 12350 Oneida Road Grand Ledge, MI 48837
PROJECT NO. 1701701-19-2018 ISSUED FOR BIDS & CONSTRUCTION
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GRAND RIVER
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GRAND RIVER
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THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS AND RECOMMENDED STANDARDS FOR WATER WORKS, SUGGESTED PRACTICE FOR WATER WORKS, AWWA GUIDELINES AND THE REQUIREMENTS OF 1976 P.A. 399, AS AMENDED.
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EATON COUNTY
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SIGNATUREDATEDATE
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__________________________ _______
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SIGNATUREDATEDATE
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__________________________ _______
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TITLE SHEETC001 C001 LEGEND & NOTESC002 C002 EX. COND./REMOVALS & SOIL EROSION CONTROLC003 C003 WATERMAIN - PLAN & PROFILEC004 C004 WATERMAIN - PLAN & PROFILEC005 C005 WATERMAIN - PLAN & PROFILEC006 C006 DETAILSC007C007
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JENNE ST.
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PINE ST.
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WILLOW
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SEYMOUR
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DEGROFF
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M-100/S. CLINTON ST
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SPRING
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MAPLE
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GREEN ST.
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THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED ON OUR SURVEYS AND THROUGH KNOWN SERVICE PROVIDERS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES.
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SANITARY & STORM SEWERS, & WATERMAIN CITY OF GRAND LEDGE 310 GREENWOOD STREET TELEPHONE: 517.974.9080 MR. KURT RISTOW EMAIL: [email protected] LOCAL ROADWAYS CITY OF GRAND LEDGE 310 GREENWOOD STREET TELEPHONE: 517.627.2144 MR. JOE VANDOMMELEN EMAIL: [email protected] NATURAL GAS / ELECTRIC CONSUMERS ENERGY 530 W. WILLOW STREET LANSING, MI 48909 TELEPHONE: 517.788.1191 MR. TYLER LAWRENCE EMAIL: [email protected] MR. DAN SMITH EMAIL: [email protected] TELEPHONE FRONTIER TELEPHONE: 989-723-0373 MR. MARK STEVENS 224 W. EXCHANGE STREET OWOSSO, MI 48867 EMAIL: [email protected] CABLE TV / INTERNET COMCAST TELEPHONE: 517.334.5899 MR. MATT SMITH EMAIL: [email protected] SOIL EROSION & SEDIMENTATION CONTROL EATON COUNTY DRAIN COMMISSIONER 1045 INDEPENDENCE BLVD. CHARLOTTE, MI 48813 TELEPHONE: 517.543.3809 MR. RICHARD WAGNER, DRAIN COMMISSIONER EMAIL: [email protected] CITY OF GRAND LEDGE POLICE DEPARTMENT 310 GREENWOOD STREET GRAND LEDGE, MI 48837 TELEPHONE: 517.627.2115 CITY OF GRAND LEDGE FIRE DEPARTMENT 500 N. CLINTON STREET GRAND LEDGE, MI 48837 TELEPHONE: 517.627.1157
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M-43/SAGINAW HWY.
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EDWARDS ST
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MARSH DR.
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KENT ST.
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SOUTH
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WALNUT
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SEMINARY
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JONES
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PLEASANT
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W. JEFFERSON
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SAGINAW HWY.
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M-43
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FIELDVIEW DR.
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MILLSTONE DR.
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CHARLEVOIX DR.
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WILLOW HWY
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TAYLOR
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S. BRIDGE
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PARK
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LIBERTY
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BELKNAP
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SCOTT ST.
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JACKSON
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E. JEFFERSON ST.
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E. RIVER ST.
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E. SCOTT ST.
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PROJECT LOCATION
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CONTRACT FOR APPROXIMATELY 2118 FEET 12" DUCTILE IRON WATER MAIN INSTALLATION TO REPLACE AN EXISTING 4" WATER MAIN IN FITZGERALD PARK. INCLUDES HYDRANT AND WATER MAIN ACCESORY INSTALLATION.
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WINSTANLEY BLVD.
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M-100
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
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Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
06.19.2017 Issued for Bids & Construction01.19.2018 Issued for Bids & Construction
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BM NO.:ELEVATION:ELEVATION:
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N: 457781.3993', E: 13016755.5650'
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SIDE OF W. JEFFERSON AT SE CORNER NEAR HOUSE #3767
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RAILROAD SPIKE IN WEST FACE OF POWER POLE NORTH
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842.495
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1
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N: 457902.9232', E: 13016804.7765'
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TRAVERSE POINT
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842.739
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200
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BM NO.:ELEVATION:ELEVATION:
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N: 458253.2056', E: 13016876.7433'
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TRAVERSE POINT
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842.294
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201
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BM NO.:ELEVATION:ELEVATION:
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N: 458571.9795', E: 13017107.3758'
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TRAVERSE POINT
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839.81
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675
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BM NO.:ELEVATION:ELEVATION:
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N: 458969.3029', E: 13017236.3238'
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TRAVERSE POINT
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839.811
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818
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BM NO.:ELEVATION:ELEVATION:
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N: 459430.9094', E: 13017303.9911'
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TRAVERSE POINT
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837.953
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961
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BM NO.:ELEVATION:ELEVATION:
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N: 459763.4192', E: 13017364.2564'
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TRAVERSE POINT
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837.164
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1163
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BM NO.:ELEVATION:ELEVATION:
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N: 459876.1761', E: 13017524.4358'
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TRAVERSE POINT
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828.74
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1364
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BENCHMARKS/CONTROL POINTS
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1" = 30'
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TZF
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TZF
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JWF
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JWF
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STANDARD PLANS WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLAN GIVEN BELOW OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED WITHIN THE DOCUMENTS. MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD PLANS ROAD STANDARD PLANS R-28-JSIDEWALK RAMP AND DETECTABLE WARNING DETAILS SIDEWALK RAMP AND DETECTABLE WARNING DETAILS R-29-IDRIVEWAY OPENING & APPROACHES, AND CONCRETE SIDEWALK DRIVEWAY OPENING & APPROACHES, AND CONCRETE SIDEWALK R-30-GCONCRETE CURB AND CONCRETE CURB & GUTTER CONCRETE CURB AND CONCRETE CURB & GUTTER R-83-CUTILITY TRENCHES UTILITY TRENCHES R-96-ESOIL EROSION & SEDIMENTATION CONTROL MEASURES SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-100-HSEEDING AND TREE PLANTING SEEDING AND TREE PLANTING GENERAL NOTES UNDERGROUND UTILITIES / MISS DIG FOR PROTECTION OF UNDERGROUND UTILITIES AND CONFORMANCE WITH PUBLIC ACT 53, 1974, THE CONTRACTOR SHALL DIAL 1.800.482.7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE MISS DIG ALERT SYSTEM. SOIL EROSION MEASURES APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODABLE SLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALL BE PROTECTED WITH EITHER SOD OR SEED/MULCH OR MULCH BLANKET AS DIRECTED BY THE ENGINEER. SOIL EROSION & SEDIMENTATION CONTROL PERMIT WILL BE OBTAINED AND MAINTAINED BY THE CONTRACTOR PERMANENT SIGNS ANY PERMANENT SIGNS REQUIRING RELOCATION DUE TO CONTRACTOR OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. SIGNS AND POSTS DAMAGED DURING THE REMOVAL AND STORAGE OPERATIONS SHALL BE REPLACED WITH NEW SIGNS AND POSTS. THE COST OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR.
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UTILITY PROVIDERS SANITARY & STORM SEWERS, & WATERMAIN CITY OF GRAND LEDGE 310 GREENWOOD STREET TELEPHONE: 517.974.9080 MR.KURT RISTOW KURT RISTOW EMAIL: [email protected][email protected] LOCAL ROADWAYS CITY OF GRAND LEDGE 310 GREENWOOD STREET TELEPHONE: 517.627.2144 MR.JOE VANDOMMELEN JOE VANDOMMELEN EMAIL: [email protected][email protected] NATURAL GAS / ELECTRIC CONSUMERS ENERGY 530 W. WILLOW STREET LANSING, MI 48909 TELEPHONE: 517.788.1191 MR.TYLER LAWRENCE TYLER LAWRENCE EMAIL: [email protected][email protected] MR.DAN SMITH DAN SMITH EMAIL: [email protected][email protected] TELEPHONE FRONTIER TELEPHONE: 989-723-0373 MR.MARK STEVENS MARK STEVENS 224 W. EXCHANGE STREET OWOSSO, MI 48867 EMAIL:[email protected][email protected] CABLE TV / INTERNET COMCAST TELEPHONE: 517.334.5899 MR.MATT SMITH MATT SMITH EMAIL: [email protected][email protected] SOIL EROSION & SEDIMENTATION CONTROL EATON COUNTY DRAIN COMMISSIONER 1045 INDEPENDENCE BLVD. CHARLOTTE, MI 48813 TELEPHONE: 517.543.3809 MR.RICHARD WAGNER, DRAIN COMMISSIONER RICHARD WAGNER, DRAIN COMMISSIONER EMAIL: [email protected][email protected] CITY OF GRAND LEDGE POLICE DEPARTMENT 310 GREENWOOD STREET GRAND LEDGE, MI 48837 TELEPHONE: 517.627.2115 CITY OF GRAND LEDGE FIRE DEPARTMENT 500 N. CLINTON STREET GRAND LEDGE, MI 48837 TELEPHONE: 517.627.1157
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%%uTOPOGRAPHY - PLAN
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%%uEXISTING UTILITIES
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%%uPROPOSED UTILITIES
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PIPE MATERIAL ABBREVIATIONS
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CSP
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DIP
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NRCP
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PE
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VCP
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CORRUGATED STEEL PIPE
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DUCTILE IRON PIPE
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NON-REINFORCED CONCRETE PIPE
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POLYETHYLENE
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VITRIFIED CLAY PIPE
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PIPE CONTENTS ABBREVIATIONS
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GAS
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SAN
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STM
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WTR
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FM
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NATURAL GAS
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SANITARY SEWER
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STORM SEWER
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WATER
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FORCE MAIN
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CSPA
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CORRUGATED STEEL PIPE ARCH
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PE PERF.
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POLYETHYLENE PIPE PERFORATED
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RCP
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REINFORCED CONCRETE PIPE
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SHRUBS
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CONIFEROUS TREE
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LIGHT
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UTILITY POLE
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GUARD RAIL
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SIGN
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GRAVEL SURFACE
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PAVED SURFACE
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EXISTING CURB & GUTTER
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PROPOSED CURB & GUTTER
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LOT LINE (AS PLATTED)
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R.O.W. LINE
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SECTION LINE
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EXISTING DITCH
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GUY ANCHOR
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BENCH MARK
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SECTION CORNER
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EXISTING FENCE
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PROPOSED FENCE
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SANITARY SEWER & MANHOLE
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WYE & LEAD
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RISER & LEAD
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STANDARD SEWER CLEANOUT
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STORM SEWER & MANHOLE
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CATCH BASIN
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WATER MAIN
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VALVE & BOX
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PLUG
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STANDARD FIRE HYDRANT ASSEMBLY
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CURB STOP & BOX
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METER
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DECIDUOUS TREE
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12" STM
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8" WTR
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8" SAN
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PVC
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POLYVINYL CHLORIDE
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%%uMISCELLANEOUS
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EASEMENT LINE
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SOIL BORING LOCATION
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UNDERDRAIN
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PROPOSED PAVEMENT MARKING
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(PAINTING)
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855.00
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PROPOSED PAVEMENT/GUTTER
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ELEVATION
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CONCRETE MONUMENT
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FOUND PROPERTY IRON
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HEDGE
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EDGE OF WOODS
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SET PROPERTY IRON
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M
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%%uCIVIL SYMBOL LEGEND
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GAS MAIN
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UNDERGROUND ELECTRIC
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UNDERGROUND TELEPHONE
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6" CONCRETE SIDEWALK
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8" REINFORCED CONCRETE
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BITUMINOUS PAVEMENT
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NUMBER OF PROPOSED PARKING SPACES
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PROPOSED SIGN
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RELOCATE BY OTHERS
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ADJUST DRAINAGE STRUCTURE CASTING
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4
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505
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ADJ
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REL-B/O
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504
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EXISTING CONTOUR ELEVATION
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PROPOSED CONTOUR ELEVATION
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PROPOSED BARRIER FREE
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PARKING
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EXISTING PARKING METER
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EXISTING BOLLARD OR POST
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EXISTING PEDESTRIAN POST
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AND SIGNAL
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SANITARY SEWER & MANHOLE
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STORM SEWER & MANHOLE
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CATCH BASIN CURB TYPE
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CATCH BASIN ROUND TYPE
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8" SAN
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12" STM
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VALVE
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HYDRANT
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PLUG
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2" GAS
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FIBER OPTICS
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TELEPHONE PEDESTAL
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UNDERGROUND TELEPHONE
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UNDERGROUND ELECTRIC
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GAS MAIN
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WATER MAIN
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6" WTR
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G
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GAS METER
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CATCH BASIN SQUARE TYPE
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T
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TELEPHONE MANHOLE
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T
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STEAM LINE AND MANHOLE
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STEAM
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ELECTRIC HAND HOLE
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E
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ELECTRIC MANHOLE
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E
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CURB STOP
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FIRE DEPARTMENT CONNECTION
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G
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E
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ELECTRIC METER
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WATER METER
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W
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FIBER OPTICS
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UNDERGROUND TELEPHONE
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UNDERGROUND CABLE TV
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SALVAGE
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SALV
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REMOVE PAVEMENT
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REMOVE SIDEWALK
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%%UREMOVAL PATTERNS
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REMOVE CURB OR SEWER
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2
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2"x 2" WOOD STAKE, TYP.
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FABRIC SANDWICHED TO POST WITH 2"x 1/2" BOARD AND STAPLED THROUGH THE BOARD AND FABRIC INTO POST
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TOE IN 6" OF FABRIC BELOW GRADE
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NOTE: ATTACH FABRIC ON DISTURBED SIDE OF STAKE.
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FILTER FABRIC AS SPECIFIED
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SILT FENCE B
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SILT FENCE A
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EXISTING GRADE
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BOTTOM OF BURIED FABRIC
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SILT FENCE A
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SILT FENCE B
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2"x 2" WOOD STAKE, TYP.
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SECTION
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ELEVATION
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WRAPPED FABRIC ATTACHMENT PLAN VIEW
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N.T.S.
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FILTER FABRIC FENCE
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NO SCALE
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AS A TEMPORARY MEASURE USED TO CAPTURE SEDIMENT FROM SHEET FLOW. MAY ALSO DIVERT SMALL VOLUMES OF SHEET FLOW TO PROTECTED OUTLETS.
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SOIL EROSION AND SEDIMENTATION CONTROL MEASURES MACDD KEYING SYSTEM
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61
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SILT FENCE
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KEY
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SESC MEASURE
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SYMBOL
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WHERE USED
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XX
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T
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XX
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P
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TEMPORARY MEASURE
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PERMANENT MEASURE
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SOIL EROSION CONTROL NOTES: 1.CONSTRUCT AND MAINTAIN ALL SOIL EROSION CONTROL MEASURES IN CONSTRUCT AND MAINTAIN ALL SOIL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EATON COUNTY DRAIN COMMISSIONER, CITY OF GRAND LEDGE AND PROJECT DOCUMENT REQUIREMENTS. 2.SECURE PERMIT AND CONSTRUCT PROJECT IN COMPLIANCE WITH PART SECURE PERMIT AND CONSTRUCT PROJECT IN COMPLIANCE WITH PART 91 OF ACT NO. 451 OF 1994 AS AMENDED, OF THE MICHIGAN COMPILED LAWS ENTITLED "SOIL EROSION AND SEDIMENTATION CONTROL" UNDER THE CONTROL OF THE EATON COUNTY DRAIN COMMISSION PERMIT AGENCY CHARGED WITH ADMINISTERING THE PROVISION OF THE ACT. FOLLOW THE PROCEDURES DELINEATED BELOW AND CONSTRUCT AND MAINTAIN THE FACILITIES SHOWN ON THE DRAWINGS AND AS REQUIRED TO CONTROL WATER AND WIND EROSION DURING CONSTRUCTION OF THE PROJECT. 3.CONSTRUCT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES CONSTRUCT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO STARTING CONSTRUCTION. MEASURES INDICATED ON THESE PLANS ARE CONSIDERED TO BE MINIMUM AND SHALL BE SUPPLEMENTED AS REQUIRED BY CONSTRUCTION PHASING AND SITE CONDITIONS. 4.ANY EROSION AND SEDIMENT FROM WORK ON THE SITE SHALL BE ANY EROSION AND SEDIMENT FROM WORK ON THE SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDED NATURAL AND MANMADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 5.ANY DEWATERING ACTIVITIES SHALL PASS THROUGH A FILTER PRIOR TO ANY DEWATERING ACTIVITIES SHALL PASS THROUGH A FILTER PRIOR TO OUTLETTING INTO A STORM SYSTEM. 6.CONSTRUCTION AND MAINTAIN INLET FILTER AT ALL CATCH BASINS AND CONSTRUCTION AND MAINTAIN INLET FILTER AT ALL CATCH BASINS AND INLET STRUCTURES UNTIL PERMANENT MEASURES ARE IN PLACE. 7.ENSURE SOIL AND DEBRIS FROM THE SITE REMAINS ON SITE THROUGH ENSURE SOIL AND DEBRIS FROM THE SITE REMAINS ON SITE THROUGH THE USE OF CLEAN STONE EXITS. DIRECT ALL CONSTRUCTION TRAFFIC TO THESE EXITS. STONE EXITS MUST BE MAINTAINED AS NECESSARY. ADD ADDITIONAL STONE WHEN ACCESS ROAD BECOMES INEFFECTIVE DUE TO LOSS OF STONE OR COVERED WITH MUD. 8.FINAL SITE SOIL EROSION CONTROL STABILIZATION, SUCH AS SEEDING, FINAL SITE SOIL EROSION CONTROL STABILIZATION, SUCH AS SEEDING, IS TO BE COMPLETED WITHIN FIVE (5) DAYS OF FINAL GRADING. 9.INSPECT THE SOIL EROSION AND SEDIMENT CONTROL DEVICES ONCE INSPECT THE SOIL EROSION AND SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND WITHIN TWENTY-FOUR (24) HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM WATER DISCHARGE FROM THE SITE. A LOG OF INSPECTION REPORTS SHALL BE MAINTAINED AND ACCESSIBLE IN ACCORDANCE WITH NPDES REQUIREMENTS. 10.SEEDING SHALL BE PREPARED ACCORDING TO THE MANUFACTURER'S SEEDING SHALL BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED PROPERLY WILL NEED TO BE RE-SEEDED AND/OR RE-MULCHED. 11.MAINTAIN DUST CONTROL AT ALL TIMES DURING CONSTRUCTION. MAINTAIN DUST CONTROL AT ALL TIMES DURING CONSTRUCTION. SPRINKLING TANK TRUCKS SHALL BE AVAILABLE AT ALL TIMES AND USED FOR ON-SITE DISTURBED AREAS, OR OTHER PLACES WHERE DUST BECOMES A PROBLEM AS A RESULT OF CONSTRUCTION EFFORTS. 12.PROMPTLY REMOVE ALL MUD, DIRT AND DEBRIS TRACKED ON EXISTING PROMPTLY REMOVE ALL MUD, DIRT AND DEBRIS TRACKED ON EXISTING AND SURROUNDING ROADS FROM THE CONSTRUCTION SITE. 13.TOTAL AREA OF EARTH DISTURBANCE: 1.75 AC (76,340 SF) TOTAL AREA OF EARTH DISTURBANCE: 1.75 AC (76,340 SF) 14.SOIL TYPE: MaB-MARLETTE LOAM, 2 TO 6 PERCENT SLOPES; TuA - SOIL TYPE: MaB-MARLETTE LOAM, 2 TO 6 PERCENT SLOPES; TuA - TUSCOLA FINE SANDY LOAM, 0 TO 4 PERCENT SLOPES. 15.MAINTENANCE OF TEMPORARY AND PERMANENT SOIL EROSION CONTROL MAINTENANCE OF TEMPORARY AND PERMANENT SOIL EROSION CONTROL MEASURES SHALL BE THE CONTRACTORS RESPONSIBILITY DURING THE DURATION OF THE CONSTRUCTION PROJECT. UPON SATISFACTION OF WARRANTY PERIOD, MAINTENANCE OF THE PERMANENT SOIL EROSION CONTROL MEASURES WILL BE THE OWNERS RESPONSIBILITY. 16.NO DEWATERING IS CURRENTLY PLANNED. SHOULD DEWATERING NO DEWATERING IS CURRENTLY PLANNED. SHOULD DEWATERING BECOME NECESSARY DURING CONSTRUCTION, NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY. 17.UPON AVAILABILITY OF OPERABLE IRRIGATION SYSTEM, AREAS RECEIVING UPON AVAILABILITY OF OPERABLE IRRIGATION SYSTEM, AREAS RECEIVING PERMANENT STABILIZATION WILL BE IRRIGATED TO PROMOTE GROWTH. 18.FIVE (5) DAYS AFTER FINAL GRADES HAVE BEEN ESTABLISHED, SEED FIVE (5) DAYS AFTER FINAL GRADES HAVE BEEN ESTABLISHED, SEED AND MULCH BLANKET WILL BE INSTALLED.
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SOIL EROSION SEQUENCE OF CONSTRUCTION
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1.PRIOR TO ANY CLEARING OR EARTH EXCAVATION, PRIOR TO ANY CLEARING OR EARTH EXCAVATION, ALL INLET FILTERS AND SILT FENCE SHALL BE IN PLACE AS DIRECTED BY THE CONSTRUCTION MANAGER IN THE FIELD. 2.PRIOR TO COMMENCING DEMOLITION, INSTALL PRIOR TO COMMENCING DEMOLITION, INSTALL ANTI-TRACKING ACCESS SURFACE. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. 3.REMOVE PAVEMENT AND GRAVEL SURFACE REMOVE PAVEMENT AND GRAVEL SURFACE TREATMENTS. 4.RE-GRADE THE SITE WHILE MAINTAINING SOIL RE-GRADE THE SITE WHILE MAINTAINING SOIL EROSION AND SEDIMENTATION CONTROL ITEMS. COLLECTED SILT AND SEDIMENT SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE EFFECTIVENESS OF THE INSTALLED CONTROL MEASURES. 5.INSTALL UNDERGROUND UTILITIES. INSTALL UNDERGROUND UTILITIES. 6.COMPLETE PROPOSED SITE SURAFCE REPAIRS. COMPLETE PROPOSED SITE SURAFCE REPAIRS. 7.CLEAR ALL ACCUMULATED SEDIMENT FROM STORM CLEAR ALL ACCUMULATED SEDIMENT FROM STORM SEWER AND STORM STRUCTURES. 8.RESTORE ALL DISTURBED AREAS WITH TOPSOIL AS RESTORE ALL DISTURBED AREAS WITH TOPSOIL AS SPECIFIED (MIN. 4") AND RESEED AS SPECIFIED. ALL SLOPES GREATER THAN 1 ON 4 WILL REQUIRE THE INSTALLATION OF EROSION CONTROL MULCH BLANKETS. 9.REMOVE ALL TEMPORARY EROSION AND REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEMS ONCE PERMANENT MEASURES ARE IN PLACE AND/OR ESTABLISHED.
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
Project Name
Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
06.19.2017 Issued for Bids & Construction01.19.2018 Issued for Bids & Construction
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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TP 201
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TP 675
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2"P-MP GAS
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ELEC
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ELEC
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4" WTR
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4" WTR
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4" WTR
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2"P-MP GAS
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SAN 737 RIM 839.57 24" NE 831.72 CONC 24" SW 831.77 CONC
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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24" SAN
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SAN FORCE MAIN
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ELEC
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ELEC
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CONC.
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GRAVEL PARKING
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CONC.
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PAVILION
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GRAVEL
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TP 818
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4" WTR
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2"P-MP GAS
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2"P-MP GAS
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GRAVEL
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HORSESHOE PIT
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LAWN
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LAWN
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LAWN
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LAWN
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24" SAN
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4" WTR
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FRIZBEE GOLF BASKET
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ELEC
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ELEC
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ELEC
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BATHROOMS
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BIT.
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BIT.
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GRAVEL
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GRAVEL
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GRAVEL
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VOLLEYBALL COURT SAND
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PAVILION
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GRAVEL
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CONC.
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CONC.
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CONC.
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TP 961
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TP 1163
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TP 1364
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4" WTR
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ELEC
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ELEC
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2"P-MP GAS
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2"P-MP GAS
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2"P-MP GAS
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SAN 1295 RIM 837.09 24" N 827.31 DIP 24" S 827.49 DIP
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24" SAN
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SAN 1343 RIM 829.51 18" NE 822.91 DIP 24" S 823.01 DIP
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18" SAN
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24" SAN
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SAN 1159 RIM 840.30 24" N 827.70 DIP 4" SE 833.10 PVC 24" SW 827.80 DIP 4" W 832.50 PVC
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GRAVEL
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GRAVEL
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LAWN
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LAWN
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LAWN
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8" WTR
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FRIZBEE GOLF BASKET
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ELEC
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ELEC
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ELEC
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ELEC
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ELEC
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NORTH
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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0+00 TO 7+00
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BENCHMARKS/CONTROL POINTS
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LEGEND
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BM NO.:ELEVATION:ELEVATION:
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N: 457781.3993', E: 13016755.5650'
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SIDE OF W. JEFFERSON AT SE CORNER NEAR HOUSE #3767
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RAILROAD SPIKE IN WEST FACE OF POWER POLE NORTH
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842.495
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1
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N: 457902.9232', E: 13016804.7765'
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TRAVERSE POINT
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842.739
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200
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BM NO.:ELEVATION:ELEVATION:
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N: 458253.2056', E: 13016876.7433'
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TRAVERSE POINT
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842.294
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201
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BM NO.:ELEVATION:ELEVATION:
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N: 458571.9795', E: 13017107.3758'
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TRAVERSE POINT
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839.81
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675
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1" = 30'
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TZF
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TZF
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JWF
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JWF
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MATCH LINE STA 7+00
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THIS SHEET
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NORTH
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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7+00 TO 15+00
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NORTH
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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15+00 TO 21+53
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SEE BELOW LEFT
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MATCH LINE STA 7+00
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THIS SHEET
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SEE ABOVE RIGHT
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MATCH LINE STA 15+00
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THIS SHEET
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SEE BELOW LEFT
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MATCH LINE STA 15+00
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THIS SHEET
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SEE ABOVE RIGHT
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GENERAL DEMOLITION NOTES 1.ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY, COUNTY AND ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL CITY, COUNTY AND STATE REGULATIONS. 2.WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 3.REMOVE AND DISPOSE OF ANY PAVEMENT, FENCING, DEBRIS AND RUBBISH REQUIRING REMOVE AND DISPOSE OF ANY PAVEMENT, FENCING, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFFSITE LANDFILL. 4.THE CONTRACTOR SHALL SECURE ALL PERMITS FOR THE DEMOLITION AND DISPOSAL OF THE CONTRACTOR SHALL SECURE ALL PERMITS FOR THE DEMOLITION AND DISPOSAL OF THE DEMOLITION MATERIAL TO BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED. 5.THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON THE SITE OR SURROUNDING THE DETAILED PLANS MAY NOT REFLECT ALL UTILITIES ON THE SITE OR SURROUNDING STREETS AND PROPERTIES. THE CONTRACTOR SHALL VERIFY LOCATIONS AND EXISTENCE OF UTILITY SERVICES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CALL "MISS DIG" AT 1-800-482-7171 OR 811, 72 HOURS PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN THE CONTRACTOR SHALL REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND CAP SERVICE PIPING AT THE PROPERTY LINE OR MAIN (AS REQUIRED). ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. 7.FOR ALL ITEMS NOTED TO BE REMOVED, REMOVE NOT ONLY THE ABOVE GROUND FOR ALL ITEMS NOTED TO BE REMOVED, REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, ROOTS, OLD PIPES, ETC. 8.BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE GEOTECHNICAL REPORT OR PROJECT SPECIFICATIONS. ALL UTILITY TRENCH BACKFILL SHALL CONSIST OF MDOT CL II SAND COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM SPECIFICATIONS, IN ACCORDANCE WITH THESE PLANS AND MDEQ REQUIREMENTS. 9.THE CONTRACTOR SHALL PROTECT ALL SURVEYING IRON PINS, MONUMENTS AND PROPERTY THE CONTRACTOR SHALL PROTECT ALL SURVEYING IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING CONSTRUCTION. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, ETC. SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 10.THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES, PAVEMENT, CURBS, THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPES, PAVEMENT, CURBS, SIDEWALKS OR LANDSCAPED AREAS DISTURBED DURING DEMOLITION TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. 11.ALL MATERIAL TO BE REMOVED, WHETHER SPECIFICALLY NOTED IN THE PLANS OR NOT, ALL MATERIAL TO BE REMOVED, WHETHER SPECIFICALLY NOTED IN THE PLANS OR NOT, SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF OFF-SITE IN A LEGAL MANNER. NO ON-SITE BURY OR BURN PITS SHALL BE ALLOWED. 12.STAGING/PHASING OF DEMOLITION AND CONSTRUCTION IS TO BE COORDINATED WITH THE STAGING/PHASING OF DEMOLITION AND CONSTRUCTION IS TO BE COORDINATED WITH THE OWNER AND THE CONTRACTOR PRIOR TO CONSTRUCTION. 13.SPECIFIC DEMOLITIONS ITEMS HAVE BEEN INDICATED ON THE PLANS AS A GUIDE TO THE SPECIFIC DEMOLITIONS ITEMS HAVE BEEN INDICATED ON THE PLANS AS A GUIDE TO THE GENERAL SCOPE OF THE WORK. IT IS THE INTENT THAT THESE ITEMS SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR ABOVE AND BELOW GROUND, UNLESS SPECIFICALLY NOTED OTHERWISE. AND THAT DEMOLITION WILL INCLUDE BUT WILL NOT NECESSARILY BE LIMITED TO THESE ITEMS. CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND EXTENTS OF THE DEMOLITION THAT WILL BE REQUIRED PRIOR TO SUBMITTING A BID. 14.REMOVE ALL STRUCTURES DESIGNATED FOR REMOVAL ACCORDING TO THE DEMOLITION PLAN. REMOVE ALL STRUCTURES DESIGNATED FOR REMOVAL ACCORDING TO THE DEMOLITION PLAN. THIS INCLUDES FOUNDATIONS, FOOTINGS, FOUNDATION WALLS, UNDERGROUND UTILITIES, CONCRETE, ASPHALT, LANDSCAPING, PIPES, ETC. 15.THE CONTRACTOR SHALL, AS A MINIMUM, PROVIDE TREE PROTECTION FENCING AROUND THE CONTRACTOR SHALL, AS A MINIMUM, PROVIDE TREE PROTECTION FENCING AROUND EXISTING TREES TO BE SAVED THAT ARE WITHIN 15' OF CONSTRUCTION ACTIVITIES AND AS INDICATED IN THE PLANS OR PER LOCAL AGENCY REQUIREMENTS. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP, NOISE, DUST CONTROL, STREET THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP, NOISE, DUST CONTROL, STREET SWEEPING AND HOURS OF OPERATION IN ACCORDANCE WITH LOCAL CODES. 17.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, MARKINGS, LIGHTS THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, MARKINGS, LIGHTS AND OTHER TRAFFIC CONTROL DEVICES TO PROTECT THE WORK ZONE AND SAFELY MAINTAIN TRAFFIC PER AGENCY REQUIREMENTS AND IN ACCORDANCE WITH THE MICHIGAN MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MMTUCD) LATEST EDITION, OR AS DIRECTED BY THE GOVERNING AUTHORITY. 18.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO CONFIRM THAT THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO CONFIRM THAT UTILITY LEADS HAVE BEEN TAKEN OUT OF SERVICE PRIOR TO DEMOLITION.
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SAWCUT HARD SURFACE
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REMOVE BITUMINOUS SURFACE
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REMOVE GRAVEL SURFACE
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REMOVE TREE
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PROTECT EX. CONC. DURING CONSTRUCTION
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PROTECT EX. FENCE DURING CONSTRUCTION
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FITZGERALD PARK DRIVE
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CSX RAILROAD
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REMOVE AND REPLACE SIGN
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R/R
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R/R
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MaB
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MaB
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TuA
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TuA
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TuA
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TuA
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TuA
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TuA
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TuA
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TuA
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TuA
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SOIL TYPE DELINEATION LINE
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LIMITS OF EARTH DISTURBANCE
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SILT FENCE
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SOIL TYPE, TYP
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SOIL TYPE, TYP
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SOIL TYPE, TYP
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
Project Name
Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
06.19.2017 Issued for Bids & Construction07.27.2017 Revised per MDEQ Comments01.19.2018 Issued for Bids & Construction
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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TP 200
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TP 201
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TP 675
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2"P-MP GAS
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ELEC
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ELEC
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4" WTR
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4" WTR
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4" WTR
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2"P-MP GAS
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SAN 737 RIM 839.57 24" NE 831.72 CONC 24" SW 831.77 CONC
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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24" SAN
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SAN FORCE MAIN
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ELEC
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ELEC
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HYDRANT ASSEMBLY
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4" WTR
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4" WTR
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2"P-MP
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2"P-MP
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SAN 737 RIM 839.57 24" NE 831.72 CONC 24" SW 831.77 CONC
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12" VALVE
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NORTH
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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0+00 TO 7+00
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BENCHMARKS/CONTROL POINTS
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LEGEND
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BM NO.:ELEVATION:ELEVATION:
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N: 457781.3993', E: 13016755.5650'
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SIDE OF W. JEFFERSON AT SE CORNER NEAR HOUSE #3767
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RAILROAD SPIKE IN WEST FACE OF POWER POLE NORTH
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842.495
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1
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BM NO.:ELEVATION:ELEVATION:
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N: 457902.9232', E: 13016804.7765'
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TRAVERSE POINT
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842.739
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200
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BM NO.:ELEVATION:ELEVATION:
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N: 458253.2056', E: 13016876.7433'
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TRAVERSE POINT
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842.294
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201
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BM NO.:ELEVATION:ELEVATION:
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N: 458571.9795', E: 13017107.3758'
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TRAVERSE POINT
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839.81
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675
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850
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845
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840
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835
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830
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810
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1" = 30'
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TZF
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TZF
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JWF
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JWF
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PIPE MATERIAL ABBREVIATIONS
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CSP
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DIP
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NRCP
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PE
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VCP
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CORRUGATED STEEL PIPE
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DUCTILE IRON PIPE
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NON-REINFORCED CONCRETE PIPE
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POLYETHYLENE
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VITRIFIED CLAY PIPE
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PIPE CONTENTS ABBREVIATIONS
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GAS
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SAN
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STM
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WTR
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FM
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NATURAL GAS
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SANITARY SEWER
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STORM SEWER
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WATER
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FORCE MAIN
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CSPA
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CORRUGATED STEEL PIPE ARCH
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PE PERF.
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POLYETHYLENE PIPE PERFORATED
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RCP
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REINFORCED CONCRETE PIPE
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12" WTR
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PVC
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POLYVINYL CHLORIDE
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M
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WATER MAIN VALVE BOX METER PLUG STANDARD FIRE HYDRANT ASSEMBLY CURB STOP & BOX GRAVEL SURFACE
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12" WTR
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12" WTR
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675 LF 12" DI CL 52 WTR
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EX. & PROP. ELEV. OVER OF ALIGNMENT
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815
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820
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825
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EX. & PROP. PROFILE OVER OF ALIGNMENT
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REMOVE AND/OR ABANDON EXISTING WATERMAIN IN THE WAY OF INSTALLATION OF THE PROPOSED WATERMAIN (INCIDENTAL TO WATER MAIN INSTALLATION)
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MATCH LINE STA 7+00
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SEE SHEET C101
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1.RESTORE ALL TURF AREAS DISTURBED BY RESTORE ALL TURF AREAS DISTURBED BY CONSTRUCTION WITH A MIN. OF 4" OF TOPSOIL. SPREAD TOPSOIL EVENLY, SEED & MULCH. 2.MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE WATER TREATMENT PLANT (WWTP) AT ALL TIMES. 3.ABANDONMENT AND 4" WATER MAIN SERVICES ABANDONMENT AND 4" WATER MAIN SERVICES WILL BE INCIDENTAL TO THE INSTALLATION OF THE NEW MAIN. CUT AND CAP EXISTING 4" WATER MAIN AT TIE-IN OR CONFLICT LOCATIONS.
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GENERAL NOTES
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12"x4" REDUCER
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12"x4" REDUCER 12" VALVE & BOX
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CSX RAILROAD
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
Project Name
Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
06.19.2017 Issued for Bids & Construction07.27.2017 Revised per MDEQ Comments01.19.2018 Issued for Bids & Construction
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CONC.
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GRAVEL PARKING
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GRAVEL
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CONC.
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PAVILION
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GRAVEL
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TP 818
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4" WTR
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2"P-MP GAS
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2"P-MP GAS
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GRAVEL
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HORSESHOE PIT
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LAWN
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LAWN
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LAWN
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LAWN
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24" SAN
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4" WTR
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FRIZBEE GOLF BASKET
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ELEC
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ELEC
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ELEC
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4" WTR
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4" WTR
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2"P-MP
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2"P-MP
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12" X 8" TEE
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12" VALVE
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ELEC
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ELEC
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ELEC
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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7+00 TO 15+00
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BENCHMARKS/CONTROL POINTS
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1" = 30'
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TZF
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TZF
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JWF
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JWF
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350 LF 12" DI CL 52 WTR
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EX. & PROP. ELEV. OVER OF ALIGNMENT
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EX. & PROP. PROFILE OVER OF ALIGNMENT
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REMOVE AND/OR ABANDON EXISTING WATERMAIN IN THE WAY OF INSTALLATION OF THE PROPOSED WATERMAIN (INCIDENTAL TO WATER MAIN INSTALLATION)
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MATCH LINE STA 7+00
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SEE SHEET C100
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12" WTR
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NORTH
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850
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845
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840
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835
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830
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810
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815
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820
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825
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12" WTR
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850
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845
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840
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835
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830
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810
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815
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820
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825
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+00
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BM NO.:ELEVATION:ELEVATION:
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N: 458969.3029', E: 13017236.3238'
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TRAVERSE POINT
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839.811
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818
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BM NO.:ELEVATION:ELEVATION:
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N: 459430.9094', E: 13017303.9911'
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TRAVERSE POINT
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837.953
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961
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MATCH LINE STA 15+00
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SEE SHEET C102
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8" PLUG
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8" VALVE & BOX
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12" VALVE & BOX
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8 LF OF 8" DI CL 52 WTR
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12"X12"X8" TEE
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440 LF 12" DI CL 52 WTR
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10 LF 12" DI CL 52 WTR
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TEE
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12" VALVE
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1" SERVICE TAP AND CURB STOP & BOX 220 LF OF 1" COPPER WATER SERVICE CONNECT TO EXISTING SERVICE REMOVE & REPLACE 580 SF OF GRAVEL SURFACE FOR CONNECTION
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LEGEND
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PIPE MATERIAL ABBREVIATIONS
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CSP
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DIP
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NRCP
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PE
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VCP
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CORRUGATED STEEL PIPE
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DUCTILE IRON PIPE
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NON-REINFORCED CONCRETE PIPE
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POLYETHYLENE
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VITRIFIED CLAY PIPE
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PIPE CONTENTS ABBREVIATIONS
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GAS
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SAN
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STM
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WTR
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FM
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NATURAL GAS
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SANITARY SEWER
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STORM SEWER
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WATER
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FORCE MAIN
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CSPA
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CORRUGATED STEEL PIPE ARCH
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PE PERF.
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POLYETHYLENE PIPE PERFORATED
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RCP
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REINFORCED CONCRETE PIPE
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12" WTR
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PVC
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POLYVINYL CHLORIDE
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M
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WATER MAIN VALVE BOX METER PLUG STANDARD FIRE HYDRANT ASSEMBLY CURB STOP & BOX GRAVEL SURFACE
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1.RESTORE ALL TURF AREAS DISTURBED BY RESTORE ALL TURF AREAS DISTURBED BY CONSTRUCTION WITH A MIN. OF 4" OF TOPSOIL. SPREAD TOPSOIL EVENLY, SEED & MULCH. 2.MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE WATER TREATMENT PLANT (WWTP) AT ALL TIMES. 3.ABANDONMENT AND 4" WATER MAIN SERVICES ABANDONMENT AND 4" WATER MAIN SERVICES WILL BE INCIDENTAL TO THE INSTALLATION OF THE NEW MAIN. CUT AND CAP EXISTING 4" WATER MAIN AT TIE-IN LOCATIONS.
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GENERAL NOTES
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12" 45° BEND
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
Project Name
Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
06.19.2017 Issued for Bids & Construction07.27.2017 Revised per MDEQ Comments01.19.2018 Issued for Bids & Construction
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BATHROOMS
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BIT.
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GRAVEL
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GRAVEL
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GRAVEL
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VOLLEYBALL COURT SAND
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PAVILION
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GRAVEL
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CONC.
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CONC.
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CONC.
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TP 961
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TP 1163
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TP 1364
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4" WTR
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ELEC
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2"P-MP GAS
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2"P-MP GAS
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2"P-MP GAS
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SAN 1295 RIM 837.09 24" N 827.31 DIP 24" S 827.49 DIP
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24" SAN
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SAN 1343 RIM 829.51 18" NE 822.91 DIP 24" S 823.01 DIP
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18" SAN
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24" SAN
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SAN 1159 RIM 840.30 24" N 827.70 DIP 4" SE 833.10 PVC 24" SW 827.80 DIP 4" W 832.50 PVC
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GRAVEL
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GRAVEL
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SWING SET
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LAWN
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LAWN
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LAWN
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8" WTR
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FRIZBEE GOLF BASKET
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ELEC
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ELEC
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ELEC
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ELEC
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ELEC
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4" WTR
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4" WTR
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2"P-MP
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2"P-MP
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ELEC
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8" VALVE
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HYDRANT ASSEMBLY
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SAN 1343 RIM 829.51 18" NE 822.91 DIP 24" S 823.01 DIP
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SAN 1295 RIM 837.09 24" N 827.31 DIP 24" S 827.49 DIP
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SAN 1159 RIM 840.30 24" N 827.70 DIP 4" SE 833.10 PVC 24" SW 827.80 DIP 4" W 832.50 PVC
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24" SAN
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24" SAN
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ELEC
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ELEC
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ELEC
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ELEC
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12" VALVE
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DECK
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SIGN
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GRAVEL
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BIT.
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4" WTR
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24" SAN
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SAN 1159 RIM 840.30 24" N 827.70 DIP 4" SE 833.10 PVC 24" SW 827.80 DIP 4" W 832.50 PVC
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GRAVEL
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GRAVEL
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GRAVEL
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GRAVEL
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SWING SET
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LAWN
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LAWN
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LAWN
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LAWN
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATERMAIN ALIGNMENT
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15+00 TO 21+53
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BENCHMARKS/CONTROL POINTS
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1" = 30'
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TZF
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TZF
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JWF
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JWF
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12" WTR
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644 LF 12" DI CL 52 WTR
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EX. & PROP. ELEV. OVER OF ALIGNMENT
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EX. & PROP. PROFILE OVER OF ALIGNMENT
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REMOVE AND/OR ABANDON EXISTING WATERMAIN IN THE WAY OF INSTALLATION OF THE PROPOSED WATERMAIN (INCIDENTAL TO WATER MAIN INSTALLATION)
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MATCH LINE STA 15+00
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SEE SHEET C101
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12" WTR
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NORTH
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850
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845
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840
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835
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830
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810
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815
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820
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825
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BM NO.:ELEVATION:ELEVATION:
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N: 459430.9094', E: 13017303.9911'
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TRAVERSE POINT
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837.953
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961
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N: 459763.4192', E: 13017364.2564'
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TRAVERSE POINT
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837.164
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1163
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BM NO.:ELEVATION:ELEVATION:
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N: 459876.1761', E: 13017524.4358'
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TRAVERSE POINT
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828.74
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1364
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1-HYDRANT ASSEMBLY
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148 LF OF 6" DI CL 52
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WATER SERVICE LEAD SEE VIEW RIGHT THIS SHEET
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60'
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15'
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0
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30'
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SCALE: 1" = 30'
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WATER SERVICE LEAD
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NORTH
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130 LF OF 1-1/2" COPPER WATER SERVICE
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CONNECT TO EXISTING WATER SERVICE
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69 LF OF 1" COPPER WATER SERVICE
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12"X6" TEE
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1-1/2" SERVICE TAP 130 LF OF 1-1/2" COPPER WATER SERVICE
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116 LF OF 1" COPPER WATER SERVICE
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24 LF OF 1" COPPER WATER SERVICE
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LEGEND
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PIPE MATERIAL ABBREVIATIONS
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CSP
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DIP
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NRCP
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PE
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VCP
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CORRUGATED STEEL PIPE
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DUCTILE IRON PIPE
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NON-REINFORCED CONCRETE PIPE
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POLYETHYLENE
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VITRIFIED CLAY PIPE
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PIPE CONTENTS ABBREVIATIONS
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GAS
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SAN
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STM
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WTR
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FM
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NATURAL GAS
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SANITARY SEWER
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STORM SEWER
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WATER
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FORCE MAIN
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CSPA
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CORRUGATED STEEL PIPE ARCH
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PE PERF.
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POLYETHYLENE PIPE PERFORATED
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RCP
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REINFORCED CONCRETE PIPE
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12" WTR
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PVC
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POLYVINYL CHLORIDE
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M
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WATER MAIN VALVE BOX METER PLUG STANDARD FIRE HYDRANT ASSEMBLY CURB STOP & BOX GRAVEL SURFACE BITUMINOUS PATH SURFACE
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1.RESTORE ALL TURF AREAS DISTURBED BY RESTORE ALL TURF AREAS DISTURBED BY CONSTRUCTION WITH A MIN. OF 4" OF TOPSOIL. SPREAD TOPSOIL EVENLY, SEED & MULCH. 2.MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE MAINTAIN TRAFFIC ACCESS TO PARK AND WASTE WATER TREATMENT PLANT (WWTP) AT ALL TIMES. 3.ABANDONMENT AND 4" WATER MAIN SERVICES ABANDONMENT AND 4" WATER MAIN SERVICES WILL BE INCIDENTAL TO THE INSTALLATION OF THE NEW MAIN. CUT AND CAP EXISTING 4" WATER MAIN AT TIE-IN LOCATIONS.
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GENERAL NOTES
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12" 22.5° BEND12"x8" REDUCER
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12"x8" REDUCER
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12" 45° BEND12" 22.5° BEND
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COUNTY PARKS OFFICE
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24" SAN
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12" WTR
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12"x12"x12" TEE 5 LF OF 12" CL 52 DI WTR 12" VALVE & BOX 12" PLUG
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MIN.
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SEWER CROSSING
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12" GATE VALVE & BOX
ZIEMNICK FOSTERENGINEERING, LLC
12350 Oneida RoadGrand Ledge, MI 48837
Tel: 517.627.8086www.zfengineering.com
Project Name
Location Map
Project Manager:
Reviewed By:
Engineer:
Drafter:
Drawing Scale:
ZFE Project Number
Drawing Number
Drawing Title
Issue Date: Issued for:
zfe
Hard copy is intended to be 24"x36" whenplotted. Scale(s) indicated and graphic
