Laserfiche WebLink
r:. <br />L.E OF THE 32415811,1 (11111)1 <br />F. ' <br />PROPOSED 1 \ Ii• ,'l e <br />FFOF'_LPI <br />DFAI ROAD A`. ,,♦'� <br />NIAGE' RIGHT OF <br />La A"EMEIJS BEGIN �• <br />WAY fptJ:TF'UCTIOIJ <br />../' ' J <br />EXISTING <br />DRAINAGE <br />AND <br />061111 <br />'.EASEMENT <br />i <br />180 EI, <br />LF <br />1116iN1 <br />EXI S TINO <br />DRAINAGE <br />AND <br />IT IL IT <br />EASEMENT <br />I : <br />CONS IrLffil <br />STORM DRAIN NOTES <br />LIO <br />LEGEND <br />E %15. <br />JAN 07 200& <br />on, LOIS <br />0:00, LINE <br />OPP Got, <br />CE - <br />DN. POLE 0 <br />F0Nreat Gr0Li -0- -0- <br />TELCLITOVIC at <br />SataTFev -•- <br />«E 0 •a• <br />erefrar R <br />oar, VAL,E _ • <br />Fief Wa ERMAN -I- <br />STORM DRAIN NOTES <br />CATCH BASINS SHALL NOT BE BAO0FLLED UNTIL FABRIC WRAP IS <br />INSPECTED BY THE CITY. <br />TRASH GUARDS SHALL BE PLACED ALL STORM DRAINS AND CULVERTS. <br />PROVIDE CLASS 0 RIFRAP WITH FILTER FABRIC FOR ALL RIFE OUTLETS. <br />THE LAST THREE 56051055 OF CONCRETE PIPE SHALL BE 11ED, INCLUDING <br />APRON, FOR CONCRETE PIPE LESS THAN 48 -15C4 DIAMETER. ALL <br />SECTIONS SHALL BE TIED FOR CONCRETE RIFE OF 46 -INCH OIAMETER OR <br />LARGER. <br />UTILITY NOTES <br />CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING <br />45LITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF <br />SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />ALL EXISTING UTILITY LOCATIONS 51102N ARE APPROXIMATE. CONTACT <br />"GOPHER STATE ONE CALL- (E51 -454 -0002) FOR UTILITY LOCATIONS 46 <br />HOURS PRIOR TO EXCAVATIOJ. <br />UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF <br />"STANDARD SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE <br />INSTALLATION AND SANITARY SEWER AND STORM DRAIN INSTALLATION° AS <br />PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. <br />CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPEO 0.04 FEET. <br />CATCH BASINS IN GUTTERS TO GE SuMPED 0.00 FEET PER DETAILS. <br />ELEVATIONS SHOWN ON PLAN DO NOT REFLECT SUMPED ELEVATIONS. <br />ALL FIRE HYDRANTS SHALL BE LOCATED FIVE FEET 014150 RACK OF CURE <br />ONLESS OTHERWISE NOTED <br />TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE. 2.5 FEET OF 51X <br />INCH DIP WATERMAIN AND ANY HYDRANT EXTENSION. EXTENSIONS TO BE <br />INCIDENTAL. <br />HYDRANT TO SE wATEROUR PACE 00 -07. B.5 BURY. <br />VALVES SHALL GE 815111151 SEAT GATE - MUELLER A2770 -20 108 EOUAL) <br />A 0151605 OF 8.0 FEET OF COVER 15 80041RED DYER ALL 0ATERMAINS, <br />0415155 OTHERWISE NOTED. EXTRA OEPI* NAY BF. 88050815 5D MAINTAIN <br />A MINIMUM OF EIGHTEEN INCHES VERTICAL SEPARATION TO 54111'1451 SEWER <br />OR STORM DRAIN LINES. <br />MI ORU M 01015011 1800E5 CF VE11I0AL 50045480, ANC <br />'E5 <br />00ET <br />00 N SEPARATION IS REQUIRED 405 AL. U1LiT0S. NLFSS <br />OTHERWISE 501 ?e. <br />15 SANITARY 510ER PIPE 10 81 P01100 5 01 11LORIJE PIPE (F'.4 C.) 50P <br />28 'JNEESS GTHERwI_E NOTED. <br />CONTRACTOR TO MAINTAIN AS -80111 PLANS 88100011011 CTION <br />AND SUBMIT 14051 PLANS TD 150NE14AuPON COMPLETION J,1 w,OR0 <br />CONTRACTOR TO 1, EMS111, ALANHCLED ..1 PROPOS, ..P4O... <br />0 <br />Z <br />N <br />00 <br />Z <br />O \� J <br />¢H—w d <br />Y <br />Oi J <br />NO 10 <br />F <br />U, 0 <br />0 EL <br />_o¢ <br />5 <br />JAL JAL <br />1650.001 <br />11/11/05 <br />C1.1 <br />E ; <br />,� * <br />*� f 'r i ' <br />'•I,• <br />l � •. <br />POSSIBLE <br />FUTURE <br />BUILDING �• <br />-' - IIM <br /># / /.� "• I <br />I <br />• <br />FFOPO EC <br />IFAII∎I 0 \4`,1 5 <br />5 1 <br />♦ y � <br />�— , <br />,eL. <br />Fall :L e. i•, <br />DRAINAGE: <br />i <br />EASEMENT , <br />s <br />EXISTING <br />DRAINAGE <br />AND <br />061111 <br />'.EASEMENT <br />i <br />180 EI, <br />LF <br />1116iN1 <br />EXI S TINO <br />DRAINAGE <br />AND <br />IT IL IT <br />EASEMENT <br />I : <br />CONS IrLffil <br />STORM DRAIN NOTES <br />LIO <br />LEGEND <br />E %15. <br />JAN 07 200& <br />on, LOIS <br />0:00, LINE <br />OPP Got, <br />CE - <br />DN. POLE 0 <br />F0Nreat Gr0Li -0- -0- <br />TELCLITOVIC at <br />SataTFev -•- <br />«E 0 •a• <br />erefrar R <br />oar, VAL,E _ • <br />Fief Wa ERMAN -I- <br />STORM DRAIN NOTES <br />CATCH BASINS SHALL NOT BE BAO0FLLED UNTIL FABRIC WRAP IS <br />INSPECTED BY THE CITY. <br />TRASH GUARDS SHALL BE PLACED ALL STORM DRAINS AND CULVERTS. <br />PROVIDE CLASS 0 RIFRAP WITH FILTER FABRIC FOR ALL RIFE OUTLETS. <br />THE LAST THREE 56051055 OF CONCRETE PIPE SHALL BE 11ED, INCLUDING <br />APRON, FOR CONCRETE PIPE LESS THAN 48 -15C4 DIAMETER. ALL <br />SECTIONS SHALL BE TIED FOR CONCRETE RIFE OF 46 -INCH OIAMETER OR <br />LARGER. <br />UTILITY NOTES <br />CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING <br />45LITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF <br />SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLANS. <br />ALL EXISTING UTILITY LOCATIONS 51102N ARE APPROXIMATE. CONTACT <br />"GOPHER STATE ONE CALL- (E51 -454 -0002) FOR UTILITY LOCATIONS 46 <br />HOURS PRIOR TO EXCAVATIOJ. <br />UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF <br />"STANDARD SPECIFICATIONS FOR WATERMAIN AND SERVICE LINE <br />INSTALLATION AND SANITARY SEWER AND STORM DRAIN INSTALLATION° AS <br />PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. <br />CATCH BASINS AND MANHOLES IN PAVED AREAS TO BE SUMPEO 0.04 FEET. <br />CATCH BASINS IN GUTTERS TO GE SuMPED 0.00 FEET PER DETAILS. <br />ELEVATIONS SHOWN ON PLAN DO NOT REFLECT SUMPED ELEVATIONS. <br />ALL FIRE HYDRANTS SHALL BE LOCATED FIVE FEET 014150 RACK OF CURE <br />ONLESS OTHERWISE NOTED <br />TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE. 2.5 FEET OF 51X <br />INCH DIP WATERMAIN AND ANY HYDRANT EXTENSION. EXTENSIONS TO BE <br />INCIDENTAL. <br />HYDRANT TO SE wATEROUR PACE 00 -07. B.5 BURY. <br />VALVES SHALL GE 815111151 SEAT GATE - MUELLER A2770 -20 108 EOUAL) <br />A 0151605 OF 8.0 FEET OF COVER 15 80041RED DYER ALL 0ATERMAINS, <br />0415155 OTHERWISE NOTED. EXTRA OEPI* NAY BF. 88050815 5D MAINTAIN <br />A MINIMUM OF EIGHTEEN INCHES VERTICAL SEPARATION TO 54111'1451 SEWER <br />OR STORM DRAIN LINES. <br />MI ORU M 01015011 1800E5 CF VE11I0AL 50045480, ANC <br />'E5 <br />00ET <br />00 N SEPARATION IS REQUIRED 405 AL. U1LiT0S. NLFSS <br />OTHERWISE 501 ?e. <br />15 SANITARY 510ER PIPE 10 81 P01100 5 01 11LORIJE PIPE (F'.4 C.) 50P <br />28 'JNEESS GTHERwI_E NOTED. <br />CONTRACTOR TO MAINTAIN AS -80111 PLANS 88100011011 CTION <br />AND SUBMIT 14051 PLANS TD 150NE14AuPON COMPLETION J,1 w,OR0 <br />CONTRACTOR TO 1, EMS111, ALANHCLED ..1 PROPOS, ..P4O... <br />0 <br />Z <br />N <br />00 <br />Z <br />O \� J <br />¢H—w d <br />Y <br />Oi J <br />NO 10 <br />F <br />U, 0 <br />0 EL <br />_o¢ <br />5 <br />JAL JAL <br />1650.001 <br />11/11/05 <br />C1.1 <br />