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MH <br /> <br />~-F~C~ED~'~T~:~N~O£~ALL UNDERGROUND ES C BLE INTO HI'LSIDE CROSSING~F-'~ ~ .... ~I ~ <br />CONDUITS PIPES. MANHOLES, ~:~ -~ ~.__ ~FV~t~DUFN~ ill.RANT '~'~--~ ~-~ $ <br /> <br /> - ~.,,.~ ........ ~_..o . H I G H W A Y ~ .......... ~ <br /> <br />HYDRANT <br />6" GATE <br />6" LEAD <br /> <br />MH ~4 <br /> <br />~m ~;~ 13 RIM=CBC.2 INV,~ gB0,0 ~ <br /> ;B ? <br /> 1 FF~8?.O <br /> <br />CONSTRUCTION NOTES <br /> <br /> REFER TO ARCHITECT*S SITE RLAN FOR BU~LD~NG AND PARKING LAYOUT <br /> DIMENSIONS AND LOCATIONS <br /> <br />2 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIrY ALL <br /> EXISTING UTILITY LOCATIONS AND iNVERTS, SHOWN OR NOT SHOWN ANY <br /> DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE <br /> REPORTED 10 THE OWNER IMMEDIATELY <br /> <br /> THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS <br /> OF THE BUILDIND PiPE SYSTEM PRIOR TO CONSTRUCTING SERVICE <br /> CONNECTIONS. <br /> <br />4. ALL UTIL;TY WORK SHALL BE PERFORMED IN ACGOROANCE With THE <br /> OF ELK RIVER SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS <br /> <br />5 6" WATERMAIN SHALL BE CLASS S2 DiP CONFORMING TO THE <br /> REOUIREMENTS OF ANSI/AWWA CLSI/A21*51 AND CI04/A2i 4 FITTINGS <br /> SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA <br /> C110/A21.10 OR ANSl/AWWA C1SS/A21.53 HYDRANTS SHALL BE THE <br /> PACER AS MANUFACTURED BY WATEROUS CO OR APPROVED EQUAL <br /> COMPLYING WITH THE THE CiTY OF ELK RIVER. GATE VALVES SHALL BE <br /> SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF <br /> AWWA CS09 ALL PLUGS. TEES, BENDS AND OTHER THRUBT POINTS <br /> SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MECA LUG <br /> ALL WATERMAIN SHALL BE INSTALLED With A MINIMUM OF ? 5r CO~R AND <br /> IN ACCORDANCE WITH AWWA D600 AND CONDUCTIVITY PROVISIONS <br /> CONFORMING TO ANSI/AWWA C 11 i/A21 11 BEFORE BEING PLACED IN <br /> SERVICE. THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND <br /> FLUSHED IN ACCORDANCE WITH AWWA CSS~ AND THE REQUIREMENTS OF <br /> THE MINNESOTA DEPARTMENT OF HEALTH. <br /> <br /> SANITARY SEWER SHALL BE 8" AND 6" PVC-SOR-35 UNLESS NOTED <br /> DIFFERENTLY. MANHOLES SHALL BE 4B" DIAMETER PRECAST REINFORCED <br /> CONCRETE IN ACCORDANCE WITH ASTM C47B CASTING SHALL BE <br /> NEENAH R-1642 WITH TYPE "B" COVER MANHOLES SHALL HAVE A <br /> MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS ALL PIPE <br /> COHNECTIONS TO EX!STING UTILI~r STRUCTURES SHALL BE "KOR-N- <br /> S~.~' DR CITY APPROVED EQUAL FOR CONCRETE D~©CK OR BRICK <br /> STRUCTURES, CONSTRUCI AN OPENING EQUAL TO lHE PIPE SIZE, GROUT <br /> AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CiTY <br /> REQUIREMENTS THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION <br /> WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY <br /> INSPECTIONS NEEDED FOR GITv ACCEPTANCE <br /> <br />T STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED <br /> EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE <br /> CASTING SHALL BE NEENAH R-5250 B WITH CURB BOX OR APPROVED <br /> EOUAL. MANHOLES SHALL BE FOUR FT DIAMETER PRECAST REINFORCED <br /> CONCRETE IN ACCORDANCE WiTH ASTM C¢7B. CASTING SHALL BE <br /> NEENAH R-1733 MANHOLES SHALL HAVE A MINIMUM OF 2 AND A <br /> MAXIMUM OF 4 ADJUSTMENT RINGS <br /> <br /> RIM =984.5 RIM=g87.0- 15 <br />j RIM=g87.2 CB47 <br /> SEE SHEET C-5 FOR <br /> ..... UTILITY CONNECTION <br /> ~ ~ -- -- __ RIM=9B'g0 ON 193rd AVE. NW <br /> <br /> HYDRANT <br />CB 28 6' GATE VALV~ <br />RIM=98B.0 <br /> <br />FFE.990.5 <br /> <br />RiM=CB5.3 <br /> <br />6" GATE VALVE <br /> <br />; ..... ,, 2 FFE=981.0 4 --~ <br /> · .. CB 21 <br /> <br /> ! ~'. RIM=! <br /> ' '"'" . FES <br /> <br />B. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR <br /> MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PiPE <br /> ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% <br /> STANDARD PROCTOR IN THE UPPER THREE FEET <br /> <br />9 CONNECTION TO THE EXISTINC SANITARY SEWER AND WATER REQUIRES <br /> INSPECTION BY THE CITY OF ELK RIVer. <br /> <br />10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES <br /> <br />l l CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO <br /> WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY <br /> LOCATIONS TWIN CITIES METRO AREA 6Sl-454-0002 OR TOLL-FREE <br /> 1-800-252-1166. <br /> <br />~2. CONTRACTOR SHALL NOTIFY THE CITY OF ELK RIVER 48 HOURS IN ADVANCE <br /> OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST <br /> OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING <br /> REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES. <br /> PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS <br /> TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS <br /> PAVEMENT <br /> <br />13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE <br /> NECESSARY SIDNAOE FOR LANE CLOSURES. ALL TRAFFIC CONTROL <br /> DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD <br /> MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY <br /> 1998 ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION <br /> SHALL BE PROVIDED AT ALL TIMES <br /> <br />14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE <br /> WITH Mn/DOT SPECIFICATIONS <br /> <br />15 CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE <br /> SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING <br /> DEPARTMEN~ <br /> <br />16 GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY <br /> COMPANIES. <br /> <br />OUTLET EL-973,5 <br />60 TlO~ EL=970 0 <br /> <br />FES <br /> B73.5 <br /> <br />RIM=B77.0 <br /> <br /> ~-~. ~ <br /> <br /> RIM=979.9 <br /> <br /> /, <br /> <br /> ! i <br /> /. <br /> <br />/ <br /> <br />LU <br /> <br />Z <br />LU <br /> <br /> LEGEND <br /> <br /> DENOTES BOUNDARY LINE <br />.................. DENOTES DRAINAGE/ UTILITY EASEMENT <br /> <br />DENOTESEXISTING STORM SEWER <br />DENOTESPROPOSED STORM SEWER <br />DENOTESEXISTING WATERMAIN <br />DENOTESPROPOSED WATERMAIN <br />OENOTESEXISTING SANITARY SEWER <br />DENOTESPROPOSED SANITARY SEWER <br /> <br />r-----q <br /> C:~ <br /> <br /> © <br /> · <br /> <br /> 4>. <br /> <br />DENOTES EXISTING BUILDING <br /> <br />DENOTES PROPOSED BUILDING <br /> <br />DENOTES EXISTING STORM MANHOLE/ CB <br /> <br />DENOTES PROPOSED STORM MANHOLE/ CB <br /> <br />DENOTES PROPOSED FEB / FEB W/RIPRAP <br /> <br />DENOTES EXISTING SANITARY MANHOLE <br /> <br />DENOTE$PROPOSEDSANITARY MANHOLE <br /> <br />DENOTES PROPOSEDHYDRANT <br /> <br />DENOTES PROPOSEDGATE VALVE <br /> <br />DENOTESEXISTING HYDRANT <br /> <br />~ DUNWIDDIE1 <br />IAICHITECTUI~[ / ~IES£11VATION I <br /> <br />Schoell & Madson, Inc. <br /> <br />ELK RIDGE <br />CENTER <br /> <br /> PUD Rezoning & <br />Development Plan <br /> <br />197th Avenue N.W. @ T.H. 169 <br />Elk River, Minnesota <br /> <br />C0HM. NO; MDC0301 <br />DATE Noven~er20.2003 <br /> <br />Preliminary <br />Utility <br /> Plan <br /> <br /> C-4 <br /> <br />SMI Project Number: 63975-001 <br /> <br /> <br />