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EXLSIINC P0140 4P <br />NWL • 905.0 <br />100 YR Mt. - 906.0 <br />EXISTING POND 70 BE <br />RECONFIGURED AS <br />SHOWN TO PROVIDE <br />EOUNALENT CAPACITY <br />/ <br />S • <br />A P O L L O D R I V E gs. &9051.) <br />811wo= "� 00101NG SANITARY STUB <br />1r 23' - 8' PVC 0 0.400 <br />- • <br />1 � Syie <br />5984 MH <br />911 <br />118V W1.717 <br />FIELD VERIFY <br />CB <br />1 RIM 907.0 <br />INV 904.00 <br />NEW 8' GATE VALVE <br />r OW M1 <br />28'- 1216CP 00.50 <br />/ <br />J <br />1 <br />/ / <br />MO <br />RTYWALL <br />• Y <br />/1 <br />c <br />/ / <br />/ <br />FTRE DEPT. <br />VERIFY LOCATION <br />WITH AIE008411014 <br />605084E <br />E10511 CB. <br />SALVAGE CASINIG <br />PROPOSE) BUILDING <br />FkW910.00 <br />\ • \ \ 81,E 896.00 <br />911 ▪ 90213 \' <br />\\ � WOVE 120' 75 <br />REMOVE • <br />SALVAGE\OKTING <br />(907 57081 <br />FUTURE 8' DIP <br />WATER STUB <br />MODULAR <br />9 INV �Wq 10844 RETNN97G WNl� <br />�..1� <br />407 • <br />/ �RAA> <br />80,, p d ,.> <br />610519NG POND 8P <br />NNE - 905.0 <br />100 YR HWL . 908.0 <br />NS <br />R <br />s <br />PS <br />E <br />H1pHW p`l <br />Np' <br />55w <br />E705RNG WETLAND 1 <br />100 YR WI. 894.0 <br />GENERAL UTILITY NOTES; <br />1. BIDDER WILL 1/15/T ONE BITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT <br />COULD HAVE BEEN IDENRFIEO BY A SITE VISIT. STUDYING THE TOPOGRAPHIC 5005084. THOROUGHLY REVIEWING A.L PLANS AN0 GEOTECHNICAL REPORT. AND <br />ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. <br />2. REFER TO TOPOGRAPHIC SURVEY FOR BENCHMARK INFORMATION. <br />3. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TD BUILDING SERVICES. <br />4. 1HE CONTRACTOR SHALL MEET THE REOUWEMENIS OF 111E LOCAL GOVERNING 8J0IORTTIFS FOR CONNECTION TO PUBLIC WATER. SANITARY SEWER AND <br />STORM SEWER UM.TTIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY. INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. <br />5. ALL WATER SERVICES ARE 70 WW2 A 1488145(94 OF 7.5 FEET AND A MAXIMUM OF 9.0 FEET OF COVER. 940044519 COVER MAY CHANGE IF DEFLECTING <br />WATER SERVICE LARDER URLmES. ALL VALVES ARE 70 HAVE 7.5 10 9.0 FEET OF COVER. <br />8. SHOULD WATER SERVICE CONDUCT WITH OTHER UBLTRF.S. DEFLECT WATER SERVICE DOWN 10 PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES <br />BETWEEN BOTTOM OF UDLRy PRE AND TOW OF WATERAWN. FOLLOW TEN STATE STANDARDS. CITY ENGINEERS ASSOCIATION OF MINNESOTA (MAW AND <br />MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILEY CROSSINGS. <br />7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES. TEES, WEE. CROSSES. REDUCERS. HYDRANTS. DEAD ENDS AND BENDS) ARE TO BE <br />LUGGED (A4ECHA8ICAL JOINTS). VERIFY JOINT RESTRAINT METHOD 9055(8EI4ENT5 WITH LOCAL GOVERNING AUTHORITY. <br />8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEE, SLOW. AND GATE VALVES SHOWN ON THE DRAWING AND DETAILS, VERIFY INSTALLATION <br />REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. <br />9. SANITARY SERER PIPE AND FIRINGS SHALL BE PVC. 5DR 35 UNLESS OTHERWISE NOTED. <br />10. INSTALL GLEAM/TS/MANHOLES ALONG 5ANRARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REOUIRELIENT5. VERIFY WITH <br />LOCAL GOVERNING AUTHORITY. <br />11. 7110 CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS. PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO <br />PROJECT CLOSEOUT. <br />30 <br />15 <br />SCALE: 1" = 30' <br />0 <br />30 <br />80 <br />LEGEND: (PROPOSED SYSTEM) <br />O MANHOLE/CATCHBASN <br />▪ FIRE HYDRANT <br />H GATE VALVE <br />« STORM SEWER <br />< SANITARY SEWER <br />1 WATER LWN <br />\< \ \ < \ STORM SEWER PIPE 901.40VAL <br />OCT 1 0 2005 <br />51815 MAR: 48 HOURS BEM MAW OR 9014120980 SVID005. CAUL (851) 454 -0002 FOR F105 I.OG11011 <br />OF (80(80ROBD 415084 1885. (1105 509000 LOCATES 179117 0089 UNES SR NOT FIRYAIE MUM.) <br />RE =W085 OF MDFRGPg10 UMOB5 ARE 9101111 N 188 IPPIDDW,IE 1187 ONLY NO HAVE 90? BEEN <br />NOEPDDD4L7 MIRED. THE EMI IOCODN OF ALL 1IIBIIES IABT MI DOWNS WORE WINENC 15 WORK <br />BID SET <br />REVISIONS <br />• <br />• <br />O <br />LLJ <br />cc <br />U <br />J � <br />Q <br />LiJ <br />L.LJ <br />Li p:) <br />L.1J <br />cn <br />LINO LAKES, MINNESOTA <br />• <br />C2 <br />QL X05001 <br />