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18RY UNK SANITARY <br />OMER5 <br />f <br />7 <br />FUTURE 8' <br />WATERMAIN <br />2 <br />/ <br />L <br />01 OTHERS <br />HV.- 885.40 <br />2 <br />3 <br />1 I <br />I i \ <br />L <br />- <br />/ ^ A PERTA.- <br />588.50.10.8 <br />1807.8E <br />OUTLOT E <br />CONNECT 8' DIP <br />5152 WM 1320' <br />TO 21TV CONNECTION.. . <br />110' -18' <br />CB 17 <br />RIM•901.80 <br />INV. =69750 <br />18 <br />19 <br />195' -8• SOR35 0 0.400 <br />58111 <br />INV.- 888.20 <br />101' -8' 50035 0 0.401 <br />N <br />NURP BASIN A <br />HW1 -897.6 <br />NWL -894.8 <br />RIM - 902.40 <br />IM/.- 886.60 <br />2 <br />115• -18' RCP <br />614- 901.50 <br />NV.- 896.50(5115 <br />20(TIM-897.1) <br />0 1.360 <br />51161 9 <br />6144- 899.50 <br />INV.-894.67(5) <br />109:394. N)-' <br />32' -12• RC' <br />• 1.001 <br />CBMH 11 <br />RIM -90220 <br />4 001.-897.10 <br />90-15' RCP 0 0.600 <br />COON 12 <br />MM- 997.40 <br />�(>�1 INV.- 897.90(5) <br />1/64-4198.60(E) <br />L - ED2- 697.70(Nj <br />8' -21' RCP•N %60 <br />1' RCP FES <br />, 11NV.44894 <br />190' -8' 50835 0 0.400 <br />RIM - 902.50 <br />0N.- 892.30 <br />40-8' SDR35 0 0.400 <br />55_3 <br />RIM - 901.70 <br />INV0- 892.19 <br />CB 16 <br />PoM - 903.30 <br />204.- 899.10 9 <br />RIMS -90320 <br />119.- 667.60 <br />CB fi <br />RIM-896.00 <br />INV.- 694.38 <br />58109 13 <br />PoM •905.00 <br />961.- 900A0(N) <br />118•00.20 (56E) <br />'- 121'RCP 0 1. <br />0 3.750 <br />/ <br />/ i <br />I N <br />/ <br />OUTLOT)B / l / <br />L <br />OUTLOT B <br />RCAD <br />HWL -892.1 <br />PoM •90200 <br />6"'•-893.40 BLOCK 3 <br />KN.>= 890.70 <br />2' -la' RCP 0 0.300 <br />RI/4-407.50 <br />1140-895.00 <br />- 905.50 <br />INV.- 889.000 <br />58 14 <br />RIM- 906.00 <br />INV. -900.70 <br />77' -8' SOROS 0 0.400 - <br />\ 32' -12' RCP 0 1.001 <br />TL0OT B CORN <br />05' -8' SOR35 • 0.40X RIM - 904.20 <br />INV.- 899.70 <br />- <br />/ 60•-8' 500 35 • 0.401 <br />\ <br />10110 00 <br />WARN 3 <br />RIM -904.00 <br />IM'.- 693.12( <br />INV.- 899.15( <br />5' -12' RCP • 1.000 <br />/yl• / <br />/ / 225' -21' RCP 0 0.240 <br />COW 2 <br />\ 636 -902.60 <br />8(1) INV.- 892.3 <br />I / 2' -24 RCP 0 0.24X <br />4-2 -89.30 <br />N / L 1 POW <br />FUT. CB J 4 <br />RIM -90200 <br />INV.- 891.80(E) <br />MV.•892.00(14) 150-27'-'913P 0 0.200 <br />IXV.- 897.70(00) <br />OUTLOT B <br />RCM <br />• HWL -892.1 <br />\. <br />9060 P.02614 P.02P.02614 g <br />' P <br />/ HWL•894.3• <br />185 -8915 <br />FUTURE 32' -12' <br />RCP 010 <br />003.146000 <br />1560 55 <br />SUBCUT 1• FILL WITH <br />1' GRANULAR SOILS <br />0 ERSRNC SANITARY <br />4RT -8' SOR35 0 0.400 <br />NH 1 <br />RIM - 901.50 <br />ON -891.50 <br />71 <br />0 90 120 180 <br />LEGEND <br />1Z"-§r) E91R_T- 060005° 53X6* SEWER <br />° N10Q°R•N 1 <br />DOMING WATERMAN <br />8' 540 WATErAN PROPOSED WATERMAN <br />SWART SEWER <br />e' 5A! SE 74.111 PROPOSED SANITARY SEWER <br />tPROPOSED HYDRANT W/ VALVE <br />I-44- PROPOSED GATE VALVE <br />CONSTRUCTION NOTES:= <br />1. REFER TO ARCHITECTS SITE PLAN FOR WILDING MN0 <br />PARKING LAYOUT. DIMENSIONS, AND LOCATORS. <br />2. THE UTILITY CONTRACTOR SHALL VEROY THE LOCATIONS <br />AND ELEVATIONS CF THE BUILDING PIPE SYSTEM PRIOR <br />TO CONSTRUCTING SERVICE CONNECTIONS. <br />3. Al PIPE CONNECTIONS TO ETOSIING ROUES <br />STRUCTURES SHALL BE NOR-N -SEA.' 08 CITY APPROVED <br />EQUAL FOR CONCRETE BLOCK OR BRICK STRUCTURES, <br />CONSTRUCT AN OPENING EWA. TO THE PIPE SIZE GROUT <br />AROUND PIPE TO CLOSE OPENING AN0 REPAR STRUCTURE <br />TO CRY REQUIREMENTS. TIE CONTRACTOR SHALL VERIFY <br />TYPE OF CONNECTION WITH CITY ENGINEERING <br />DEPARTMENT AND COORDINATE ANY REWIRED CITY <br />DISINFECRONS NEEDED FOR CITY ACCEPTANCE <br />4. 5112G1 RESTORATION RECUIREYENT5. 1 -1/• <br />01U 31005 WEAR COURSE 3-1/2' BITUMINOUS BASE <br />COURSE 8' CL 5 AGO. (1000 CRUSHED UMESLONE) <br />COMPACTED 528CRADE IND TRENCH SACK FILL. <br />5. PRIOR TO UOUTY CONSTRUCTION 114E CONTRACTOR <br />SHALL FlET.D VERIFY EXISTING UTILITY LOCATORS AND <br />INVERTS. ANY OISCRFPANCT BETWEEN PUW5 AN0 FlE153 <br />CONDITIONS SHALL BE REPORTED TO THE OWNER <br />IMMEDIATELY. <br />WARNING <br />114E CONTRACTOR 9VLJ. CONTACT <br />ALL PUNIC UTILITIES FOR LOCATORS <br />OF ALL UNDERGROUND MARES. CAKES, <br />CONDUITS, PIPES. MANHOLES. VALVES. <br />OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. HE SHALL REPAIR OR REPLACE <br />114E ABOVE WHEN DAMAGED WRING <br />CONSTRUCTION AT NO COST TO 0164ER. <br />AUG <br />ciry <br />REVISIONS <br />BY REVISION <br />2 -12 -01 <br />4 -8 -01 <br />RF PREL1016AITY PLAN SUBMITTAL <br />RF CITY k ''WATERSHED TENSIONS <br />5 -7 -01 <br />DS <br />CFIY REV1510N5 <br />8 -13 -01 <br />RF <br />N6* SUBMITTAL <br />/ r NEREHY E81Fr THAT 1119 PUN, SPECIFICATION. OR ' <br />REPORT WAS PREPARED eY ME OR UNDER MY MELT <br />SUPERVISION AND I1N0 1 AM A CULT 0*10 0 PROFESSIONAL <br />D PFESSIONAL <br />FNGWEER UNDER THE LAWS Of THE STATE OF MINNESOTA <br />DOUG STAHL <br />DATE <br />RED. NO. IPS. <br />/ :SPEWED RD <br />SCHOELL & MADSON, INC. \ 1" OWNER /DEVELOPER <br />260104 ERS • SURVEYORS • PLANNING <br />SOIL TESTING • ENVIRONMENTAL SERVICES <br />10580 WAYZATA BOULEVARD. SURE 1 <br />MINNETONKA, MN 55305 <br />(952) 548 -7001 FAX 548 -9065 <br />W W W 6oho4Nnla0°on.eem <br />F: \EN6\61 13 \OOb \O2 \PREIJTILI <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />651 - 481 -0017 <br />DATE: <br />AUGUST 13. 2001 / <br />FY.dwg, {) [13/2001 09:44:13 AM, (_aivinT <br />/PROJECT NAME /SHEET TITLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY UTILITY PLAN <br />J <br />S.M.I. PROJECT NO. 61513 -006 SHEET 5 OF 7 SHEETS <br />