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ELEVATION DATA <br />PER A.L.T.A. SURVEY PREPARED BY SUNDE <br />LAND SURVEYING <br />(DATED 4/25/2016) - VERIFY PRIOR TO ANY <br />INSTALLATIONS - <br />NAVD 88 DATUM <br />BENCH MARK <br />#3 <br />TOP OF TOP <br />NUT OF HYDRANT ON THE SOUTH SIDE OF <br />CEDAR STREET, 600+/- FEET EAST OF 21ST AVENUE <br />(ELEVATION = <br />924.83) <br />BENCH MARK <br />#4 <br />TOP OF TOP <br />NUT OF HYDRANT ON THE NORTH SIDE OF <br />FAIRVIEW STREET <br />IN THE NORTHWEST CORNER_0_F­TH� <br />CUL-DE-SAC <br />(ELEVATION = 907.69) <br />Know what's below. <br />Call before you dig. <br />GENERAL NOTES <br />1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND <br />LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL <br />INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN <br />DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO <br />AVOID DAMAGE TO THESE UTILITIES. <br />2) PREVIOUS GOPHER STATE ONE CALL TICKET NUMBRES: <br />160400111, 160480507 AND 160480514. <br />3) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. <br />VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. <br />4) INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND <br />DETAIL PLATES (LATEST EDITION — 2016). <br />5) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A <br />MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER <br />SERVICES TO EXISTING HOMES OR BUSINESSES. <br />6) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC <br />STREETS OR WITHIN PUBLIC RIGHT—OF—WAY. <br />7) NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />CURB J& BITUMINOUS NOTES <br />1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION IS CONSIDERED INCIDENTAL. <br />2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE <br />BUTT -JOINT. <br />3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br />4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />5) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. <br />WATER MAIN NOTES <br />1) EXISTING WATER MAIN LOCATION AND SIZE SHALL <br />BE VERIFIED IN THE FIELD <br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO <br />ANY INSTALLATIONS. <br />2) MAINTAIN MINIMUM 24-INCH VERTICAL CLEARANCE <br />BETWEEN SEWER AND <br />WATER MAIN CROSSINGS. MAINTAIN 10-FT HORIZONTAL CLEARANCE BETWEEN <br />SEWER AND WATER MAIN. <br />3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. <br />4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER <br />MAINS, VALVE BOXES, <br />AND HYDRANTS. <br />5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL <br />WATER MAIN PIPE. <br />6) PLACE HYDRANTS 5-FT OFF BACK OF CURB. <br />7) WATERMAIN VALVES, FITTINGS, HYDRANTS AND APPURTENANCES ARE TO BE <br />WRAPPED IN POLYETHYLENE FILM. <br />8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 <br />COMPACT <br />FUSION -BONDED EPDXY COATED. <br />SANITARY SEWER NOTES <br />1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE <br />VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY <br />DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. <br />3) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH <br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER <br />TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE <br />DRILLED. <br />STORM SEWER NOTES <br />1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER <br />AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED <br />CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. <br />3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END <br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH <br />OF PIPE. <br />4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ <br />APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS <br />AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. ALL <br />JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STIR <br />EDGE OF CATTAILS <br />Z <br />m <br />W <br />�i <br />0 <br />J <br />O <br />CONNECT TO EXISTING <br />MANHOLE (INV 882.82t) <br />J <br />z� <br />I <br />d�U -1 000 <br />mozz <br />v <br />v <br />�3") <br />N� <br />:Q- <br />EDGE OF CATTAILS <br />>> >> > <br />o co <br />hM <br />00 <br />e- <br />> <br />moz <br />0000� - <br />II II II II o0 <br />>>> mo <br />mUZZZ <br />U�___ mOZ <br />U <br />\ \ <br />�o v�� <br />\ <br />o o d c.) <br />\\ <br />II <br />m0z <br />o _D001 <br />o Uo0 <br />U 0100 <br />\ <br />xa> <br />ooz i1 <br />mom_ <br />I a <br />CO <br />47'-12" PIPE <br />R Z 0 7 W <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROD. NO. <br />C.W.P. 16-1604 <br />ORIGINAL DATE: <br />MAY 16, 2016 <br />Z <br />O <br />(L _j_j <br />a <br />v <� <br />N <br />W <br />0 m � <br />Z N <br />O N W <br />N G � <br />W V <br />oC Er U <br />m <br />W <br />> <br />M <br />3 J N <br />m <br />qT <br />zpOLLW <br />�22z- <br />CL <br />a2gz— <br />z <br />z <br />LL <br />cn Lij Z LL <br />�C�w0 <br />U <br />Y <br />ajxQ� <br />Z <br />~Op0N <br />c <br />WaN= <br />a <br />zWft <br />WmNoo <br />J <br />o <br />°a <br />}W>aco <br />W <br />r <br />WQWWa <br />Wa a <br />O <br />N� <br />= a N W 2 <br />a <br />Q <br />U~ <br />p <br />M <br />W Y <br />a <br />N <br />a <br />V <br />W <br />a <br />N <br />Z <br />W <br />N <br />� <br />� <br />Q W <br />w <br />IIm <br />Z <br />Y <br />Z <br />W/y�� <br />Z_ <br />w <br />W <br />J <br />m <br />J <br />a <br />u <br />PREPARED FOR: <br />RJ RYAN <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />2` FORCEMAIN <br />fFT r <br />'DIP W - <br />vA H 4 <br />03.5 <br />93.90 <br />CONNECT TO EXISTING <br />(WET TAP) <br />C2m <br />1_ <br />_ <br />_ <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />- <br />PHONE: (651) 361 -821 O <br />FAX: (651) 361 -8701 <br />3 _ <br />I <br />T <br />2 - <br />o <br />Z -_ <br />0 30 60 <br />SCALE: 1" = 60' <br />