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NO. <br />NO IX <br />6.OIPN <br />BUILD <br />OVER END OF <br />EXISTING 6' SERVICE <br />RIM.800.3 <br />*4V-684.50 <br />VERIFY EI5TNG AVERT <br />ELEVATION PRIOR TO <br />TRUCTION <br />7 <br />SUED MN- <br />OVER END <br />ERKtm1 6 <br />910.8969 <br />*40.99650 <br />VERFY EXISTING AVERT <br />ELEVATION PRIOR TO <br />T9TRCLE <br />CE EX <br />TOR NT <br />BUILD 011-1 <br />OVER END OF <br />EXISTING 6' <br />SERVILE <br />401.890.66 <br />m0.e65.6. <br />VERIFY EXISTING <br />EEIA <br />CONSTRUCTOR <br />Ce CT 5410 EX <br />GEO HYDRA <br />90' BEND <br />'EXISTING STRUCTURE <br />e• <br />•.6'.TEE <br />VALVE'". <br />X 12' DIP WATERM4 <br />8.6 TEE <br />Er DIP MM <br />2 <br />"TEE.--6 -6 DIP <br />J <br />CBUH-102 B• VALVE <br />11i71.697 O- <br />N-" -- <br />c4 <br />CL56057 vim' <br />6.61NCREASE �f <br />• <br />6. 90' BEND <br />W' BEND <br />0 <br />1. <br />J, A <br />ERLY \ No <br />0114411911. 1Ae8811 34 <br />r` - 1 - - - -- <br />HYDRANT <br />6- VALVE <br />ITS =I 'Emit <br />NV_094.2 <br />6• VINE <br />TREE PROTECT <br />L, f FENCE (TM) <br />T <br />8.6 TEE <br />A <br />1W -2 <br />RM- 999.05 <br />NV.B86.60 <br />H. lT <br />RM B9T 05 <br />Av, 4.0 <br />RW1094 <br />0. a 0EH0 24 <br />L 1 <br />1 I", <br />I -J <br />L <br />SCALE <br />WARNING <br />TIE CONTRACTOR SHALL CONTACT ALL RAMC <br />FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. <br />9D9N115. PIPES. MANHOLES. VALVES. OR OTHER BURIED <br />STRUCTURES BEFORE 01CGIN6 HE SHALL REPAIR OR <br />REPLACE TIE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTOR AT NO COST TO D9NE01. <br />SrA're <br />�� rRUN <br />6P <br />Au 2 2004 <br />Oft OF 010 LWES <br />0 <br />0 <br />1 <br />I <br />0 _.A. <br />3 1 <br />II <br />iI <br />A <br />z <br />CONSTRUCTION NOTES <br />1. PRIOR TO CONSTRUCTOR, S CONTRACTOR S ALL <br />SWING UTILITY LOCATIONS AND AVERTS. E ANY <br />DISCREPANCY BETWEEN PLANS 401 AND FIELD E <br />REPORTED TO THE OWNER IMMEDIATELY. <br />. THE UIRIIY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS <br />Of THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE <br />CONNECTIONS. <br />3. ALL UTILITY WORN SHALL BE PERFORMED N ACCORDANCE WIT1 NE Orr <br />OF 161D LANES IPFOFI *0005 NM OUIDNG PERMIT REWA65FH15. <br />4. 6' WATERMAN SHALL BE CLASS 52 MP CONFORMING TO THE <br />REQUIREMENTS OF AN51 /AWWA 0151/021.01 0110 C104 /121.4. <br />HYDRANTS SHALL RE THE PACER AS MANUFACTURED 0Y RATER015 CO. <br />OR APPROVED (MAL COMPLYING 0110 THE THE COY OF IINO LANCS. <br />GATE VANES SHALL BE SINGLE DISC TYPE WITH RE5RIEN1 SEAT MEETING <br />THE REQUIREMENTS OF AMY* 0509 AND THE REQUIREMENTS OF <br />THE MINNESOTA 6EPARTMENT OF HEALTH. <br />5. SOLITARY SEWER SHALL IE 8' AND 0' PVC - 504 -55 UNLESS 010100 <br />DIFFERENTLY. 1AM17101E5 STALL LE 46' OMIETER PRECAST REINFORCED <br />ED <br />CONCRETE N ACCORDINCE 0601 /51M a74. CASTING SHALL BE <br />NEENAH 11-1642 WITH TYPE '0" COVEN. THE CONTRACTOR 001NL. VERIFY <br />TYPE OF CONNECTOR MN CRY ENGm4ERING DEPARTMENT AND <br />COORDINATE ANY REQUIRED CRY INSPECTIONS NEEDED FOR CRY <br />ACCEPTANCE. <br />6. UTILITY TRENCHES SHALL BE COMPACTED TO 9577 STANDARD PROCTOR <br />NAXMPA 041 DERRY (A5144 0699.76 OR 4251070 1 -99) FROM THE PPE <br />ZONE TO WIIMIN THREE FEET OF THE GROUND SURFACE AND 10077 <br />STANDARD PROCTOR N THE LIPPER THREE FEET. <br />7. CONNECTION 10 THE IXISn10 SANITARY SEWER MD WATER REWIRES <br />*45PECTUR BY 11E CRY OF Imo TARES. <br />0. CONTRACTOR SHALL NOM' 09 CRT OF UCI LAMES 40 HOURS N <br />ADVANCE OF WORKING MORN THE RIGHT OF WAY. CRY INSPECTORS <br />1451 OBSERVE AU. WORK COMPLETED ON TOWN CENTRE 1R0VE ITCL1101NG <br />RE00VAL OF EKISIAO MIU6ROU5 PAVEMENT. EXCAVATION OF TRENCHES, <br />PLACEMENT OF WATER NM AND SANITARY SEWER, UTILITY CONNECTIONS <br />NI EX61M. LINES. BACKMR .015 AND PLACEMENT Of BITUMINOUS <br />PAVEMENT. <br />9. CONTRACTOR SHALT INSTALL. INSPECT, NAINURN AND REMOVE THE <br />NECESSARY MIRAGE FOR LANE GLORIFIES. AL TRAFFIC CONTROL <br />DEVICES 110 SOONG SHALL CONFORM TO THE 69001 0. INCLUDING FETID <br />WNJ11AL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, .ANUARY <br />1990. ONE ELEVEN F000 1499(446 001(4 LANE IN EACH DIRECTION <br />STALL BE PROVIDED AT 141 TIRES. <br />10. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWOD IN ACCORDANCE <br />WITH Mn /001 SPECIFICATIONS. <br />11. CONTRACTOR WILL RE RESPONSIBLE FOR OBTAINING 111E APPROPRIATE <br />SEWER, WRIER AND PLUMBING PERMITS FROM 111E OI95 BUILDING <br />DEPARTMENT. <br />12. GENERAL CONTRACTOR SPINE COORDINATE WORK WITH ALL VERY <br />COMPANIES. <br />13. SANITARY SEWER SERVICE SHALL BE 6- PVC MO RATER SERVICE <br />SCULL BE I' COPPER. <br />LEGEND <br />31; <br />1• \ <br />49) <br />DENOTES BWNO4NY LINE <br />- - - DENOTES DWNADE/ U1UTY EASEMENT <br />«' 0EN00E5 EXISTING STORM SEWER <br /><: DENOTES PROPOSED SIDRN SEWER <br />- - - - - DENOTES PROPOSED 4' DRAIN THE <br />DENOTES DISTRICT WATER /ANN <br />DENOTES PROPOSED WATERMAN <br />DENOTES EXISTING SANITARY SEWER <br />INHERES PROPOSED SANITARY SEWER <br />DENOTES PROPOSED BUILDING <br />O 9 DENOTES D5050 STORM NRNIIO.9/ CB <br />S • DENOTES PROPOSED SCORN MANHOLE/ 09 <br />4 4w <br />- DENOTES PROPOSED FES / FES 0 /17IPRAP <br />o DENOTES EXISTING SANITARY MANHOLE <br />• DENOTES PROPOSED WORRY 0ANHOLE <br />4. <br />ROOKS PROPOSED HYDRANT <br />DENOTES PROPOSED CATE VALVE <br />DENOTES EXISTING HYOPA01 <br />1 1 <br />-o- <br />chew k 9MR1911rM Bl NIG 9ocliplNn: BT <br />I hey bah WA ub M w rhea ET e. W weer <br />N EinM WAe49Tee 010 UM 1 u ■ Tama PTMeN.4M <br />When e h De MW M U. R.11 M 16eeeM.. <br />.yyy ,R ,�{ <br />/F1 ..4aL <br />IePN FA <br />M <br />Schnell & Medson Inc. <br />_ .. _ EndneeFRw • surveying • PI9Do9Hg <br />DON Teeing • F virOnmAAM Service. <br />CNN <br />Hokanson Development, Inc. <br />6174 Wadi Street ILL <br />Shine MN. 66494 <br />17031 76eNT9O <br />Rohl6RA+AP. <br />Marsh* TP- 99.1»• <br />Lure Lake., ,FHmiWePb <br />OM. <br />6/06/04 <br />MEN <br />MSS FIAT <br />n <br />,,,,,, W, <br />,e <br />Beeetlitle <br />UTILITY PLAN <br />• �M <br />M -11 <br />/1./01 <br />OMB Mt /cM6M <br />n <br />a nun eddencem. <br />IONRMyeg 6eYeh WWI SW THE MAN BM Oe <br />M.CVe905L9.I.o7 Sg0 5404 RMR4164Ce.ah <br />Ohm ORD 5M- 7101 -Re NM M6906S IlmsOce 2/FOd -b MD SWAM <br />Lemma MAR <br />NAC sPoS/01 944 An 141E <br />Ghee By <br />N <br />rope 0040900. <br />