Laserfiche WebLink
--_—_—_ - - - - - - 1 - - - - - - - - - - - - - - - ---—-—-—- <br />Z� <br />d�� S� 000 <br />z �c <br />— - — - —- <br />-—-—-—-—--—-—-—---—-—-—-- <br />0000 mod <br />° mrnrn oo <br />\m\ <br />----_OOL� <br />- \- <br />\� <br />---- <br />�o <br />-- <br />v� <br />DRAWN BY: <br />A.G. <br />DESIGN BY: <br />A.G. <br />CHCKD BY: <br />PROD. NO. <br />o mo <br />�o»z ii u <br />' <br />\ <br />000 <br />C.W.P. <br />16-1604 <br />u ii a <br />c)--- ma> <br />� oz <br />\ <br />c) <br />N <br />ORIGINAL DATE: <br />mozz >> S SS d��SG >> >> rn� <br />oo� «p <br />O <br />- <br />>�cD \ \ <br />moZ <br />U�— <br />00 <br />m <br />o \ <br />MAY 16, 2016 <br />v <br />m11 <br />_ �mM \ <br />CO <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) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. <br />3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS <br />AND DETAIL PLATES. <br />4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A <br />MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER <br />SERVICES TO EXISTING HOMES OR BUSINESSES. <br />5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC <br />STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />CURB & 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 />z <br />O <br />F_ <br />a <br />W <br />0 <br />z <br />O <br />N_ <br />W <br />Er <br />W <br />Q <br />0 <br />m <br />W <br />$�J�N <br />z In M Uj <br />}aWZ <br />a2gz- <br />fAtrLijQ3 <br />�CHWO <br />Za <br />a D F— <br />~OZON <br />PZw= <br />VmN00 <br />>-W>acn <br />WaWwa <br />W W D N J <br />�NW2 <br />J <br />WATER MAIN NOTES <br />\o� <br />za <br />oZ <br />- <br />u <br />W <br />1 EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD <br />ft <br />\o <br />X / / <br />/ IIIII I <br />I � I <br />LU <br />PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO <br />/ / / <br />1 I <br />I <br />ANY INSTALLATIONS. <br />- <br />z .\ <br />N <br />0 <br />/ / /// I <br />�� I <br />W <br />2 PROVIDE PIPE INSULATION WHERE SEWER SANITARY OR STORM CROSSES <br />o <br />� <br />d <br />� <br />J <br />� <br />I I <br />/ / IIIII I <br />I <br />ti//// <br />I I <br />WITHIN 18" OF WATER MAIN. <br />u <br />{ <br />I <br />\ <br />// / /i IIIII �° / �f/////i II II <br />W <br />3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. <br />N� <br />o� <br />UJ <br />:\�� <br />/ / <br />/ � IIIII I <br />I I I <br />4 TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, <br />Q <br />mob. <br />Noz <br />.-. <br />co/ <br />n ; <br />V <br />X <br />/ co <br />co <br />W <br />Z <br />AND HYDRANTS (IF APPLICABLE). <br />� <br />_ <br />V - <br />\ <br />' 0. <br />��0 <br />F.ES 101 <br />i // I�i��e <br />// <br />I m <br />J <br />INV 8..97.50 <br />/ � � // / / � /i/� � I �N���I I <br />/ / / <br />I °i_ <br />Q <br />N <br />5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. <br />6) PLACE HYDRANTS 5-FT OFF BACK OF CURB. <br />hmfl <br />4 <br />0 o <br />'� 'p U <br />o <br />�s� �� <br />PONp QUtZT STRUM R /t0=60) I <br />W` REINF'OFj # /ViEIR PALL I I <br />RIM o.5/ 1NV/89/ <br />I I <br />I _ <br />I I i <br />I <br />Wz <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 />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 GASTIGHT OR <br />WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS <br />AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. <br />• e ae--_ae eslea—. a m� a a. u .y= � <br />------------- <br />i <br />N <br />W <br />z <br />Z <br />W <br />Y <br />Z <br />J <br />z <br />a <br />H <br />Q <br />2 <br />J <br />LU <br />PREPARED FOR: <br />UNITED <br />PROPERTIES <br />SITE PLANNING <br />& ENGINEERING <br />Z <br />J <br />m <br />0 <br />N <br />N <br />Ui <br />O <br />LLI <br />Q <br />0 <br />tt PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />r LINO LAKES, MN 55014 <br />IPHONE: (651) 361 -8210 <br />FAX: (651) 361 -8701 <br />x <br />Z <br />0 30 60 <br />SCALE: 1" = 60' <br />C2m 1 <br />