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CONSTRUCTION NOTES <br />I. REFER TO ARCIITECYS SITE PIAN FOR BUILDING AND PARKING LAYOUT. <br />DIMENSIONS AND LOCATIONS. <br />I. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ALL <br />EASING UWY LOCATIONS AND INERTS. Sim OR HOT 9400. ANY <br />DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE <br />REPORTED TO THE OWNER IMMEDIATELY. <br />F. TIAL UTILITY OONIRACT(W W"LL VOBFY THE LOCATIONO AND <br />ELEVATIONS OF THE BW.DING PIPE SYSTEM PRIOR TO CONSTTRUCIWG <br />SERVICE CONNECTIONS. <br />1. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CRY <br />OF NEW BRIGHTON SPEMFWA700 AND BUILDING PERMIT REQUIREMENTS. <br />L B' WA70O NN SHALL BE CUSS 52 DEP CONFORMING TO THE <br />REQUIREMENTS OF ANSI/AWWA CLE%/A21.51 AND C104/A21.4. FITTINGS <br />SHALL BE CLAS 250 CONNFOIFijfM TO THE REQUIREMENTS OF <br />ANSI/AWWA C110/A21.10 OR ANS/AWWA C183/A21.53. <br />HYDRANTS WALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR <br />APPROVED EQUAL COMPLYING WITH THE THE CITY OF NEW BMGHTON. <br />GATE VALVES 94ALL BE SINGLE DISC TYPE WITH RESEIENT SEAT <br />MEETING THE REQUIREMENTS OF AWWA C509. <br />ALL PLUGS. TEES. BENDS AND OTHER THRUST POINTS SHALL BE <br />PROMOED WITH CONCRETE REACTION BACKING OR MEGA LLQ <br />ALL WATTRMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7S' WAR AND <br />IN ACCORDANCE WITH AWWA COW AND CONDUCTIVITY PROVISIONS <br />CON FORMiNo To ANS/AWWA CIII/A21.11. BEFORE BOW PL.ACE.D IN <br />5FSICE. THE COMPLETES] WATERMAIN SHALL BE DISINF FED AND <br />FLUSHED W ACCORDANCE WITH AWWA C651 AND THE REQIRIZMENTS OF <br />THE MINNESOTA DEPARTMENT OF HEALTH. <br />S. SANITARY SEWER SHALL BE 8' PNC -SDR -35 UNLESS NOTED DIFFERENTLY. <br />MANHOLES SHALL BE 48' DIAMETER PRECAST REINFORCED CONCRETE IN <br />ACCORDANCE WITH ASTM 0478. CASTING SHALL BE NEENAH R-1842 WITH <br />TYPE 'E" COVER. MANHOLES SWILL HAVE A MINIMUM OF TWO AND A <br />MAXIMUM OF FOUR ADJUSTMENT RINGS. <br />ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE <br />'KOR-N-SEAL' OR CITY APPROVED EQUAL FOR CONCRETE BLDCK OR <br />BRICK STRUCTURES. CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE. <br />GROUT AROUND PIPE TO CLOSE OPENW % AND REPAIR STRUCTURE TO <br />CITY REQUIiEMEiT& THE CONTRACTOR SHALL VERIFY TYPE OF <br />CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE <br />ANY REQUIRED CITY INSPECTIONS NEEDED FOR CRY ACCEPTANCE <br />F. STORY SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL.. <br />CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE CASIWG <br />SHALL BE NEENAR R-1733 WITH TYPE 'l: COVER OR APPROVED EQUAL_ <br />MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED <br />CONCRETE W ACCORDANCE WITH ASTM 0478. CASTING SHALL BE <br />NEENAN R-1842-8. MANHOLES SHALL HAVE A MINIMUM OF 2 <br />AND A MAXIMUM OF 4 ADJUSTMENT RINGS. <br />L UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR <br />MA)OMUM DRY DE1'tSTY (ASTM D59B.78 OR AASHTO T-09) FROM THE PIPE <br />ZONE TO WITHIN THREE FEET OF THE GROUND SIJEtFA.CE AND 1OQ,Z <br />STANDARD PROCTOR IN THE UPPER THREE FEET. <br />N. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REOUIRES <br />INSPECTION BY THE CITY OF NEW BRIGHTON. <br />10. ALL CURB AND GUTTER SHALL BE MNDOT TYPE 8812 CONSTRUCTED IN <br />ACCORDANCE WITH MNDOT 2831. <br />LEGEND <br />00' STORM SEW �— DENOTES EXISTING STORM SEWER <br />1 0ENDIES PROPOSED STORM SEWER <br />I''-IZRy''' I Fr DENOTES DUSTING WATERYAN. HYDRANT k CITE VALVE <br />6- IIP WATfJINAUN OENQTES PROPOSED WATERYAIH. HYDRANT R GATE VALVE <br />e• savITA,TY Svgp DENOTE EXISTING SANITARY SEWER <br />8' SAN sFww DENOTES PROPOSED SANITARY SEWER <br />1.7C.YCLOJ <br />RIPRAP <br />12' FES <br />INV. -923.94 1 1/2' CLEAR <br />85'X4'%2.5' <br />m <br />W MH <br />1— <br />RIM -929.25 <br />INV. -924.87 <br />RI <br />� I <br />�] I <br />" CURlY�4;•QP w <br />I RAINAGEf <br />EASEMENT- � (i�' F7 <br />1 4 i I BF1N0 <br />1 NEW PROPERTY LINE <br />_ _ <br />——iFiV=eg$&3 s iP 152 —F I <br />Ialp- <br />CL <br />1 <br />4 1' WRB STOP EASEHENI <br />t Z <br />8' PLUG <br />SERVICE INK -918.84 <br />FT.. sm.-Ga .0 <br />�.J FII11= BLDG. I N <br />•— — — ——APPFiOXIMA7E PROBERTY— - — — — - <br />cN. las u.. OVERHEAD ELECTRIC ..A• ..n .:• y <br />REMOVE EXISTING PLUGCONI .6 <br />EXISTINNGG SEWER HERE TO <br />O APPROX IV. -918.0 <br />0 <br />,8 <br />0 20 40 60 <br />SCALE IN FEET <br />l SAWCUt <br />- BTUMiNOUS MA CH <br />EXISTING GRADI <br />BITUMINOUS AN CL 5 <br />SiCT*W <br />REPAIR I ISTUBROED <br />AREA W1 H NEW SOO <br />8' WATE3 <br />8-X8' WE <br />VALVE <br />TO EXISIINO <br />GAIN WITH <br />TAP AND 8' <br />ST WE AVE. S.E. <br />/ SEX. 12 CMP WIJI -- <br />I I WARNING <br />THE CONTRACTOR SHALL CONTACT <br />ALL PUBLIC UTILITIES FOR LOCATIONS <br />OF ALL UNOOUND WIRES. CABLES, <br />CONDUITS. PIPES, MANHOLES. VALVES. <br />OR WHEN WRIfD STRUCTURES BEFORE <br />DIGGING. HE SHALL REPAIR OR REPLACE <br />THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />ARCHITECT: <br />HOUWMAN <br />ARCHITECTS <br />833 Third Strmt SW <br />New Wghi^ NLN 53112 <br />(sax) 641—M <br />(fox) 69728 <br />1 HEREIN COMFY THAT TICS PLAN. <br />SPECIFIGum' onREPORT WAS <br />PREPARED IN LFE OR UNDER Wr <br />DIRECT SDP[INfsY]R " THAT 1 AY <br />A DULY OCENSED PROFESSKWAL <br />EFOPIFER t1HNER TIC MI{ THE IOF <br />THE 51AIL OF YAM. m <br />REO. IK7 / W Ji 2 <br />REVIEM'ED RYRcid.xw t ILATE 4t,Lte2 <br />BRIAN & LORI <br />HOUWMAN <br />Pro= IODATIDIE <br />386 CLEVELAND <br />AVE. S.W. <br />UTILITY <br />PLAN <br />8-27-02 <br />WATERSHED COMMENTS <br />REVISED 10-8-02 <br />DRAINAGE EASEMENTS <br />.Del <br />DATE <br />MAIN <br />0661® <br />— r_1) <br />I <br />l.1lt.LL <br />APPROXIMATE PROPERTY LINE <br />` <br />^ <br />STAKED RAINAGE } <br />AW BALES SUMP MH 2 SEMENT 1TIM-929.80 <br />BENCHMARK <br />E TO yz <br />INV...924.11 S ER STUN �"INV.-925.11 <br />V.-�O1 .-�' <br />IMF.-- — _ --. <br />941 <br />u �' t�.40 <br />0+26 <br />28' 8' P{IL' kGARDEN <br />RAIN <br />TED 1 L `lMAR30.0 35 O if BOX\ <br />37PIPE <br />O' 1.00x E <br />�. <br />t I <br />E. SAN S CE <br />1.7C.YCLOJ <br />RIPRAP <br />12' FES <br />INV. -923.94 1 1/2' CLEAR <br />85'X4'%2.5' <br />m <br />W MH <br />1— <br />RIM -929.25 <br />INV. -924.87 <br />RI <br />� I <br />�] I <br />" CURlY�4;•QP w <br />I RAINAGEf <br />EASEMENT- � (i�' F7 <br />1 4 i I BF1N0 <br />1 NEW PROPERTY LINE <br />_ _ <br />——iFiV=eg$&3 s iP 152 —F I <br />Ialp- <br />CL <br />1 <br />4 1' WRB STOP EASEHENI <br />t Z <br />8' PLUG <br />SERVICE INK -918.84 <br />FT.. sm.-Ga .0 <br />�.J FII11= BLDG. I N <br />•— — — ——APPFiOXIMA7E PROBERTY— - — — — - <br />cN. las u.. OVERHEAD ELECTRIC ..A• ..n .:• y <br />REMOVE EXISTING PLUGCONI .6 <br />EXISTINNGG SEWER HERE TO <br />O APPROX IV. -918.0 <br />0 <br />,8 <br />0 20 40 60 <br />SCALE IN FEET <br />l SAWCUt <br />- BTUMiNOUS MA CH <br />EXISTING GRADI <br />BITUMINOUS AN CL 5 <br />SiCT*W <br />REPAIR I ISTUBROED <br />AREA W1 H NEW SOO <br />8' WATE3 <br />8-X8' WE <br />VALVE <br />TO EXISIINO <br />GAIN WITH <br />TAP AND 8' <br />ST WE AVE. S.E. <br />/ SEX. 12 CMP WIJI -- <br />I I WARNING <br />THE CONTRACTOR SHALL CONTACT <br />ALL PUBLIC UTILITIES FOR LOCATIONS <br />OF ALL UNOOUND WIRES. CABLES, <br />CONDUITS. PIPES, MANHOLES. VALVES. <br />OR WHEN WRIfD STRUCTURES BEFORE <br />DIGGING. HE SHALL REPAIR OR REPLACE <br />THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />ARCHITECT: <br />HOUWMAN <br />ARCHITECTS <br />833 Third Strmt SW <br />New Wghi^ NLN 53112 <br />(sax) 641—M <br />(fox) 69728 <br />1 HEREIN COMFY THAT TICS PLAN. <br />SPECIFIGum' onREPORT WAS <br />PREPARED IN LFE OR UNDER Wr <br />DIRECT SDP[INfsY]R " THAT 1 AY <br />A DULY OCENSED PROFESSKWAL <br />EFOPIFER t1HNER TIC MI{ THE IOF <br />THE 51AIL OF YAM. m <br />REO. IK7 / W Ji 2 <br />REVIEM'ED RYRcid.xw t ILATE 4t,Lte2 <br />BRIAN & LORI <br />HOUWMAN <br />Pro= IODATIDIE <br />386 CLEVELAND <br />AVE. S.W. <br />UTILITY <br />PLAN <br />8-27-02 <br />WATERSHED COMMENTS <br />REVISED 10-8-02 <br />DRAINAGE EASEMENTS <br />.Del <br />DATE <br />MAIN <br />0661® <br />— r_1) <br />