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Dates <br />5/05/04 <br />-'"- CONNECT NEW <br />.,._.INTO EXIS TINE <br />SERVICE & TAP <br />-INTO EXISTING <br />SERVICE W /47 <br />6" SERVICE i f 1' <br />6" SANITARY " �:i <br />NEW 1" WATER ■ ... <br />4" DIP WA 7E9 <br />GV <br />?'s <br />RESTORE STREET TO <br />ORIGINAL SECTION <br />FOR NEW SEWER /WATER <br />SERVICES (TYP 3 LOCATIONS) <br />RESTORE STREET TQ <br />ORIGINAL SECTION <br /><< <br />BUILD MH -1 <br />OVER EXISTING <br />8" SANI TARY1 <br />RIM =898.7 <br />INV EX. =886.70 I <br />INV - 587.20 (W) !I <br />I�►. -- <br />RESTORE STREET TO <br />`^^- �-- 9RIGINAL SECTION <br />; ,CONNECT IN TO <br />12" RCP <br />4 0•S0 j EXISTING STRUCTURE <br />• <br />BMH -102 <br />RIM =899.17 <br />INV =694.88 <br />X!2' DIP <br />WET TAP 6" DIP <br />INTO EX 12" DIP <br />BUILD MH -1 <br />OVER EXISTING <br />8" SANITARY <br />RIM -899.6 <br />INV EX. =885.98 . <br />---11.- INV= BE6-4'0 rwy - <br />� Tn <br />MOVE-AND RELOCATE <br />6" HYDRANT - <br />CONNECT INTO <br />N <br />6' GV <br />CBMH -101 <br />RIM =89 .15- <br />INV - :93.0 <br />ROCK CONSTRUCTION <br />r ENTRANCE <br />5 <br />9 <br />24 <br />13 <br />6 <br />10 <br />14 <br />18 <br />19 <br />• <br />24 <br />e 77's <br />15 <br />/ ` <br />■ <br />11 <br />A <br />20 <br />r0 <br />kL, 4.- ./ <br />y <br />/ " � / ) <br />/ ma' < l' <br />N-- N. <br />30 • 60 <br />90 <br />S <br />FEET <br />Ookiv <br />THE CONTRACTOR SHALL CONTACTiCLL PUBLIC UTIL1ES <br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, 4614s. ) <br />CONDUITS, PIPES. MANHOLES, VALVES, OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR ORr` <br />REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />Revisions <br />Date: Description: <br />5/05/04 <br />REVISED PLAT <br />12 <br />16 <br />0 <br />N <br />21 <br />6" GV <br />■ <br />BL C <br />MH -4 <br />RIM= 899.34 <br />INV =888.07 <br />17 <br />24 <br />TREE IPR r'Q <br />FENCE (TYP) <br />6' HYDRANT <br />W /6" GV <br />22 <br />24 <br />4 DR - " <br />1 ,/ <br />/'� %. • / <br />f `- <br />23 <br />MH-I2 <br />RIM1900.04 <br />INV1887.64 <br />• 4 69 <br />CONSTRUCTION NOTES <br />1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL <br />EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY <br />DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE <br />REPORTED TO THE OWNER IMMEDIATELY. <br />2. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS <br />OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE <br />CONNECTIONS. <br />3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY <br />OF LINO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. <br />4. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE <br />REQUIREMENTS OF AN51 /AWWA CL51/A21.51 AND C104/A21.4. <br />HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. <br />OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF LINO LAKES. <br />GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING <br />THE REQUIREMENTS OF AWWA C509 AND THE REQUIREMENTS OF <br />THE MINNESOTA DEPARTMENT OF HEALTH. <br />5. SANITARY SEWER SHALL BE 8" AND 6" PVC- SDR -35 UNLESS NOTED <br />DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED <br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE <br />NEENAH R -1642 WITH TYPE "B" COVER. THE CONTRACTOR SHALL VERIFY <br />TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND <br />COORDINATE ANY REOUIRED CITY INSPECTIONS NEEDED FOR CITY <br />ACCEPTANCE. <br />6. UTILITY TRENCHES SHALL BE COMPACTED TO 9510 STANDARD PROCTOR <br />MAXIMUM DRY DENSITY (ASTM 0698.78 OR AASHTO T -99) FROM THE PIPE <br />- - - ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1009" <br />STANDARD PROCTOR IN THE UPPER THREE FEET. <br />A 7. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES <br />INSPECTION BY THE CITY OF LINO LAKES. <br />8. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN <br />ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS <br />MUST 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 />Sp. EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS <br />PAVEMENT. <br />9. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE <br />NECESSARY SIGNAGE 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 />10. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE <br />WITH Mn /DOT SPECIFICATIONS. <br />11. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE <br />SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING <br />DEPARTMENT. <br />12. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY <br />COMPANIES. <br />13. SANITARY SEWER SERVICE SHALL BE 6" PVC AND WATER SERVICE <br />SHALL BE 1" COPPER. <br />9lvEb <br />AY 1.2004 <br />LEGEND <br />DENOTES BOUNDARY LINE <br />DENOTES DRAINAGE/ UTILITY EASEMENT <br />DENOTES EXISTING STORM SEWER <br />0 <br />• <br />0 <br />• <br />86 <br />• <br />4 <br />DENOTES PROPOSED STORM SEWER <br />DENOTES EXISTING WATERMAIN <br />DENOTES PROPOSED WATERMAIN <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES PROPOSED SANITARY SEWER <br />DENOTES PROPOSED BUILDING <br />DENOTES EXISTING STORM MANHOLE/ CB <br />DENOTES PROPOSED STORM MANHOLE/ CB <br />DENOTES PROPOSED FES / FES W /RIPRAP <br />DENOTES EXISTING SANITARY MANHOLE <br />DENOTES PROPOSED SANITARY MANHOLE <br />DENOTES PROPOSED HYDRANT <br />DENOTES PROPOSED GATE VALVE <br />DENOTES EXISTING HYDRANT <br />By: Date: <br />Description: <br />By <br />DFD <br />1 hereby certify that this plan was prepared by me or under <br />my direct supervision and that I am a Licensed Professional <br />Engineer under the laws of the Stale of Minnesota. <br />7i.:.AsssosalL 0 <br />Kenneth Adolf <br />Date: 5/05/04 Reg No. 12048 <br />Designed By: <br />KA <br />Drawn By- <br />Checked By: <br />KA <br />Schoell & Madson, Inc. <br />Engineering • Surveying • Planning <br />Soli Testing • Environmental Services <br />awvadaeknedeoneom <br />j10580 Wayrate Boueverd. Mile 1 554 Th*d Street NW, Sure 100 <br />Wwieepoga. Minesota 55305-1525 Ek R§eer, 1Anneaola 55330 -1409 <br />phone (952) 546 -7601 - tar (952) 546 -9065 phone (763) 241 -0108 - fu: (952) 546 -9065 <br />Hokanson Development, Inc. <br />9174 latent) Street N.E. <br />Blaine MN. 55434 <br />17831 788 -3130 <br />Proeel Name/Leedom <br />Marshan Townhomes <br />2nd Addtion <br />Lino Lakes, Minnesota <br />Sheet TlUs <br />UTILITY PLAN <br />0. <br />0. <br />rh <br />N <br />• <br />0 <br />w <br />Sheet <br />6e"11 <br />SMI Project Number. 63506 -004 <br />