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WATER MAIM MOTES <br />EXISTING WATER MAIN LOCATION AND SITE SHALL BE VERIF ED IN THE FIELD <br />PRIOR TG 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 MAIN. <br />PROPOSED WATER MAIN SMALL BE B' DIP CL $2. <br />PROPOSED WATER SERVICES SHALL BE I' COPPER TYPE K. <br />MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4' IN DIAMETER <br />AND LARGER. RUBBER GASKETS SMALL CONFORM TO AWWA C111 (ANSI A21.11). <br />MAINTAIN MINIMUM 8 -FT COVER TO TOP OF ALL WATER MAIM PIPE <br />TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCE$ HOWEVER, THEY <br />SMALL BE PAID FOR AND COORDINATED BY 111E CONTRACTOR. <br />ALL COMPONENTS OF THE WATER SYSTEM, UP 10 THE WATER METER OR FIRE <br />SERVICE EQUIPMENT. SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING <br />CURRENT AN&/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL <br />COATINGS, <br />COMBINATION FIRE AND DONES"MC SERVICES MUST TERMINATE WITH A <br />THREAD -ON FLANGE OR AN MJ -TO -FLANGE ADAPTER. <br />SANITARY SEWER MOTES <br />E)GSTNNC SANITARY SEWER LOCATION. SIZE, AND ELEVATION SHALL BE VERIFIED <br />IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS, <br />PROPOSED SANITARY SEWER MAIN WALL BE PVD SDR -35. <br />PROPOSED SANITARY SETTER SERVICES SHALL BE PVC SCHEDULE 4D. <br />STORM SEWER NOTES <br />FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF ExiSTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS <br />WHEN CALLED OUT AS PIPE, STORM SHILER SHAD. BE REINFORCED CONCRETE <br />PIPE (RCP) ANSI CTB WITH R-4 CASKETS OR, IF ALLOWED BY CITY, HOPE PIPE <br />MAY BE USED. {SEE PLAN FOR LOCATIONS WHERE RCP IS REQuIRED.) HOPE <br />PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH <br />WATERTIGHT CONNECTIONS USE SANO/GIRANULAR MATERIAL FOR BAORFwNG <br />AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WITH THE <br />REQUIREMENTS OF ASTM 2521, <br />STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END <br />SECTION. LAYING LENGTH OP APRON TO BE DEDUCTED FROM PAYMENT LENGTH <br />OF PIPE <br />ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WTHIN 10 FEET OF THE <br />BUILDING OR WATER SERVICE UNE MUST BE TESTED IN ACCORDANCE WITH <br />MINNESOTA RULES. PART 4715.2820. <br />STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ <br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAARS <br />AND CONNECTIONS OF ENISTING LINES CONSTRUCTED WITH SUCH JOINTS. <br />• STORM SEWER IS TO BE PRIVATE AND SHALL BE PRIVATELY MAINTAINED. <br />3 = � <br />Know whars below. <br />Cell before you dig, <br />5-E013I 5+ .86 0 — — <br />RE 922.6 <br />E 91417) E,W / <br />IE 914.17-5 <br />BMH #10 <br />AA1 <br />1� + HYDRANT & ALVE <br />hLD � I EXIST VW ti <br />' SEWER LO TI & ELE I <br />E 922,40 42'-15" PIPE <br />918.18—NE O 40% <br />CBMH #11 <br />RE 92270 <br />IE 915.35 <br />52'-12" PIPE <br />O D.70X <br />— +\ <br />}'Cp <br />OOx <br />�_j <br />PY'I MH #2m 1 1f l <br />RE 922.53 I c <br />IE 914.72—N <br />IE 914.82—W J <br />I I COD r <br />` l <br />9-n <br />HYDRANT & VALVE <br />+� 4 I <br />I <br />{ <br />✓'/ r'rw'C � Z <br />HYDRANT & VALVE <br />=� r <br />P <br />ggSO <br />y� <br />N WL=917.8 z Q <br />HWL=91 B.6 <br />CBMH #12 <br />& <br />RE 923.00 <br />IE 918.71 <br />I 15 3D <br />CONNECT TO EXIST. B" W.M. II <br />AT EXIST. TEMPORARY HYDRPlh1T, <br />MH #202 <br />1INCH. 30 FEET <br />RE 923.49 <br />`L <br />IE 915.321E <br />— IE�1.22-5 <br />75'-12" PIPE <br />o D.50% <br />`���,,, <br />��`��\ <br />MH <br />RE 00 <br />IE 919.119.10 <br />I� <br />4- MH #203 <br />RE 923.92 <br />IE 915.70—E <br />IE 915.50—W <br />i <br />I <br />I <br />4 <br />1 <br />CB #14 <br />RE 92290 <br />IE 919.90 <br />MH #204 <br />RE 923.67 <br />f IE 915.50—W <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWRN er: DESIGN BY: <br />G.M. C.W.P. <br />ORIGINAL DATE: I <br />DECEMBER10,2015 <br />E <br />�m `m <br />c <br />R50 <br />� <br />�Z <br />p w <br />dIt <br />n�� a <br />tet <br />rEl o <br />D W <br />uoa 4 <br />RSC I I LCI'[ <br />CONSTRUCTION <br />3iFE I : NNI, J <br />S. ZN911.-ERIN? <br />PLOWE <br />moil mNrk INC. <br />BnBLAKE ORNE <br />SUITE 110 <br />LINO LAKES, MN E1014 <br />PHONE' 1A5113"1.s210 <br />VICTOR [GARDENS NORTH VILLAGE 7T14 ADDITION <br />& <br />I 15 3D <br />CONNECT TO EXIST. B" W.M. II <br />AT EXIST. TEMPORARY HYDRPlh1T, <br />EXIST. VALVE TO REMAIN _ <br />REMOVE & SALVAGE TEMPORARY HYDRANT <br />1INCH. 30 FEET <br />`L <br />*WETLAND TO RESTORED ORIGINAL CONDITION UTILITY PLAN <br />FOLLOWING WATERMAIN INSTALLATION <br />VICTOR [GARDENS NORTH VILLAGE 7T14 ADDITION <br />