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WATER MN Nem <br />E)OSTING WATER MAIN LOCATION AND S17E SHALL BE VERIFIED IN THE FIELD <br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO <br />ANY INSTALLATIONS, <br />PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES <br />WITHIN 18- OF WATER VAIN. <br />PROPOSED WATER MAIN SHALL BE 6" DIP CL 52, <br />PROPOSED WATER SERVICES SHALL BE I' COPPER TYPE K. <br />MECHANICAL MNTS SHALL BE USED FOR WATER MAIN PIPES 4' IN DIAMETER <br />AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11] <br />MAINTAIN MINIMUM 9 -FT COVER M TOP OF ALL WATER MAIN PIPE. <br />TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES HOWEVER. THEY <br />SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. <br />ALL COMPONENTS OF THE WATER nYSTFM, UP TO THE WATER METER OR FIRE <br />SERVICE EQUIPMENT. SHALL U71UZE PROTECTIVE INTERNAL COATINGS MEETING <br />CURRENT ANSI/AWW.i STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL <br />COATINGS. <br />COMBINATION FIRE AND DOME:.TIC SERVICES MUST TERMINATE WITH A <br />THREAD -ON FLANGE OR AN MJ -70 -FLANGE 'DAPTER. <br />SANITARY SEWER NOTES <br />EXISTING SANITARY SEWER LOCATION, SIZE <br />, AND ELEVATION SHALL BE VERIFIED <br />IN THE FIELD PRICK TO CONSTRUCTION. NOTFY ENGINEER OF ANY <br />DISCREPANCIES PRION TO ANY INSTALLATIONS <br />PROPOSED SANITARY SEWER MAIN SHALL BE P,C SOI <br />PROPOSED SANITARY SEWER SERVICES SHALL BE P'C SCHEDULE 40 <br />STORIN SEWER NOTES <br />FIELD ' FRIFY _IM ELEIATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PF.:OR TO ANY INSTALLATIONS. <br />WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE <br />PIPE (RCP) ANSI C78 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HOPE PIPE <br />MAY BE USED. (SEE PIAN FOR LOCATIONS WHERE RCP IZ REQUIRED.) HOPE <br />PIPE SH LL <br />MEET THE REQUIREMENTS OF AASHTO M294, TWE S WITH <br />WATERTIGHT CONNECPONS. USE SAND/GRANULAR MATERIAL FOR SACKNLLING <br />AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WNTH THE <br />REQUIREMENTS OF ASTM 2321. <br />STORM SEWER LENCI}-S INCLUDE THE LAWNG LENGTH OF THE FL^REO-END <br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH <br />OF PIPE. <br />ALL PORTIONS OF THE STORM EWER SYSTEM LOCATED WITHIN 10 FEET OF THE <br />BUILDING ON WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH <br />MINNESOTA RULES, PART 4715.2820. <br />STORM SEXIER PIPES TO BE JOINEO TO THE CATCH BASIN MINHOLES W/ <br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS <br />AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS <br />• <br />Know what's below. <br />0111 before you dig. <br />I ` I <br />4 <br />C.: .5 <br />HYDRANT & � <br />ftLD VEPIffY EXIST. if I <br />SEWER LO jT1 N do E ATIOT 1 1 <br />II �' <br />� A. <br />0116 11 <br />L° <br />F <br />Z10 <br />1I <br />�5+ .86 <br />RE 922.63,. <br />IE 914.27-E"W j <br />IE 914.17-S�� <br />BMH 010 .rO-J NWL=917.8 <br />W E 922.40 42'-15' PIPE (s.` HWL=918.8 <br />�� `' •, 91&18 -NE 00.40% Q,v` <br />1, 916.71-Nw <br />RECBM922 70 REM923 12 00 <br />\ .1� IE 91&35 IE 918.71 <br />?' 52'-12" PIPE <br />00.70% MH 9 <br />E M RE 9 <br />E 91 <br />LVE I 111 <br />�5� - 4 \ <br />®Q <br />I- --' ! f -I <br />A <br />,�� 1jr <br />e MH 0201 * <br />RE 922.83 1 I <br />IE 914.72-N 1 f <br />IE 914.62-W 4 <br />f3 j <br />I �Tll f <br />fSr; I HYDRANT & VALVE <br />1� <br />1J I r <br />� f <br />f <br />f f <br />IL._._ _- <br />HYDRANT & VALVE <br />78'-12" PIPE <br />00.50% <br />MH 013 ....... <br />RE 923.00 <br />\ IE 919.10 <br />Im' ... _...... <br />f <br />_ rI F <br />1T MH 0203 <br />1 RE 923.92 <br />IE 915.70-E <br />IE 915.80-W <br />t <br />t <br />I <br />f <br />Iva <br />CB 014 <br />I <br />RE 922.90 <br />m <br />Ill 1 <br />N <br />f N <br />IE 919.90 <br />I <br />J <br />d <br />r <br />C.W.P. <br />MH 0204 <br />CHCKO BY: <br />C.W.P. <br />RE 923.67 <br />OROINALOATE <br />DECEMBER <br />iIE 916.60-W <br />..,,.. <br />' ...... ........ <br />CONNECT TO EXIST. 8' W. M, <br />AT EXIST, TEMPORARY HYDR�NT <br />EXIST. VALVE TO REMAIN <br />jREMOVE & SALVAGE TEMPORARY HYDRANT <br />- <br />-WETLAND TO BE RESTORED '70 ORIGINAL CONDITION <br />FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN <br />VICTOR GARDENS NORTH VILLAGE 7TH ADDITION <br />O <br />U <br />N <br />2 <br />4 <br />S2 <br />rt <br />Eat <br />1 <br />G D <br />g8i� w Z <br />_ J <br />,�,•Bm3 <br />J2 ai <br />S m <br />929 4 <br />� [D <br />N <br />E I <br />n <br />e <br />rm0 <br />e4. i <br />O = a a <br />� 7 <br />� F <br />� J <br />NO <br />PREPARED FOR: <br />KETTLER <br />CONSTRUCTION <br />Ad <br />SITE PLANNING <br />3 ENGINEERING <br />PLOWEENGING, <br />BTIE LANE DRIVE <br />SLWTE IID <br />LIND LAKES, MN SM14 <br />PHONE: (E51311 110 <br />Fm"11061-0701 <br />C3.2 <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND <br />DRAWN BY: <br />DESIGN IFl; <br />C.M. <br />C.W.P. <br />CHCKO BY: <br />C.W.P. <br />PROD. NO. <br />15.1586 <br />10, 2815 <br />OROINALOATE <br />DECEMBER <br />CONNECT TO EXIST. 8' W. M, <br />AT EXIST, TEMPORARY HYDR�NT <br />EXIST. VALVE TO REMAIN <br />jREMOVE & SALVAGE TEMPORARY HYDRANT <br />- <br />-WETLAND TO BE RESTORED '70 ORIGINAL CONDITION <br />FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN <br />VICTOR GARDENS NORTH VILLAGE 7TH ADDITION <br />O <br />U <br />N <br />2 <br />4 <br />S2 <br />rt <br />Eat <br />1 <br />G D <br />g8i� w Z <br />_ J <br />,�,•Bm3 <br />J2 ai <br />S m <br />929 4 <br />� [D <br />N <br />E I <br />n <br />e <br />rm0 <br />e4. i <br />O = a a <br />� 7 <br />� F <br />� J <br />NO <br />PREPARED FOR: <br />KETTLER <br />CONSTRUCTION <br />Ad <br />SITE PLANNING <br />3 ENGINEERING <br />PLOWEENGING, <br />BTIE LANE DRIVE <br />SLWTE IID <br />LIND LAKES, MN SM14 <br />PHONE: (E51311 110 <br />Fm"11061-0701 <br />C3.2 <br />