Laserfiche WebLink
91391191191191291291391391491491491591690991091191291391491591591690690791191291291314.814.714.314.214.113.813.713.513.413.213.112.911.811.2 ME11.7 ME12.3 ME05.4 ME07.4 ME07.3 ME07.6 ME08.7 ME09.1 ME12.9 ME15.515.115.315.413.513.315.315.215.615.414.114.715.715.813.713.818.1 ME17.715.0 ME15.9 ME16.6 ME17.0 ME12.7 ME12.6 ME12.3 ME11.9 ME11.9 ME14.014.013.212.813.012.2 ME12.2 ME12.3 ME12.8 ME12.8 ME12.4 ME12.412.412.412.412.412.412.6 ME12.6 ME13.3 ME13.7 ME13.3 ME14.013.813.613.814.013.814.113.914.214.0 ME14.814.113.9 ME10.0 ME11.8 ME13.3 ME14.3 ME15.1 ME15.3 ME15.9 ME15.8 ME15.6 ME15.3 ME14.7 ME15.9 ME15.6 ME16.1 ME15.7 ME16.7 ME15.9 ME15.7 ME15.5 ME14.8 ME14.3 ME13.4 ME12.7 ME06.2 ME10.6 ME10.5 ME11.712.312.513.213.814.114.714.914.815.415.615.115.715.914.914.820.5 ME20.5 ME11.7 ME12.7 ME12.5 ME12.6 ME12.715.415.715.415.111.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.011.012.0 ME12.2 ME12.1 ME12.5 ME12.212.312.112.212.312.212.812.712.712.612.412.312.412.311.611.211.109.0 ME09.4 ME09.8 ME09.1 ME14.814.514.3 ME14.6 ME14.7 ME13.1 ME13.2 ME13.313.212.6 ME12.6 ME15.1 ME16.015.415.6 ME11.9 EOF13.4 ME12.9 ME17.215.715.515.215.416.816.7913914915903903903 <br />903903904904904904904905906 <br />90790707.807.807.806.6 EOF07.807.807.807.807.8MH 1 (EXISTING)RIM = 912.2INV. = 901.3INV. = 901.50 SW48" IDR-1642CORE DRILL CONNECTION TOEXISTING STRUCTURE - PROVIDERUBBER BOOT AT CONNECTIONMH 2RIM = 915.1INV. = 903.5848" IDR-1642100' - 6" PVC @ 2.08%WEST PARKING(8 BUS STALLS)ACCESSIBLE PARKING(14 STALLS)CONNECT TO EXISTING8" WM AND 8" GVBD 9 (EXISTING)12,610 S.F.MH 116RIM = 913.2INV. = 906.65 NINV. = 906.65 SINV. = 906.77 SE48" IDR-1642OCS 1RIM = 911.50INV. = 907.30INV. = 907.50 DT (2)48" IDSEE DETAILCB 2RIM = 916.0INV. = 905.67 NINV. = 906.22 SINV 911 20 WCB 1RIM = 915.1INV. = 904.60 NINV. = 905.05 SINV. = 912.10 FD (2)84" IDR-3067-VMH 109RIM = 918.2INV. = 911.60INV. = 912.00 DT48" IDR-1642PROVIDE BACK WATERVALVE AT DT CONNECTION26' - 12" PVC @ 0.77%124' - 30" RCP@ 0.50%18' - 12" RCP@ 2.95%REPLACE EXISTING TOP SLAB AND CASTINGWITH NEW TOP SLAB AND R-3067-V CASTINGCB 12RIM = 913.2INV. = 907.6448" IDR-3067-V14' - 12" RCP @ 1.00%CONNECT TO EXISTING STRUCTURE AT INV. = 907.50.REPLACE TOP SLAB AND CASTING WITH NEW TOP SLABAND R-1642 CASTING. RECONSTRUCT AS REQUIRED.STORMWATER TRENCHAND PRETREATMENTSTRUCTURE.INLET INV. = 913.304C2.12HYD 3 & 6" GVCONNECT TO EXISTING8" WM AND 8" GV45° BEND8x6 TEE11C2.1110C2.11FILTRATION AREA 7BPBOTTOM = 911.00SURFACE AREA = 6,140 S.F.HWL = 912.50O.E. = 911.50EOF = 911.9013C2.1114C2.11MH 9 (REMOVE EXISTING STRUCTURE)RIM = 912.2INV. = 901.60 S (EXISTING - FIELD VERIFY)INV. = 901.60 NW48" IDR-1642FIELD VERIFY SIZE OF EXISTING EXITINGPIPE.ADJUST HYDRANT TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADEADJUST GATE VALVE TO FINISH GRADE11C2.15126" DT @ INV. = 904.50 (TYPICAL)56' - 33" RCP@ 0.46%FES 1INV. = 903.5033" APRON ANDCLASS III RIP RAP(15 C.Y.)MH 101RIM = 910.8INV. = 903.76 NEINV. = 904.06 S84" IDR-1642136' - 33" RCP@ 0.40%HYD 4CONNECT TO EXISTING HYDRANT LEADFOLLOWING HYDRANT REMOVALFES 2INV. = 903.5015" APRONFES 3INV. = 903.0015" APRON ANDCLASS III RIP RAP(7 C.Y.)6' - 15" RCP @ 0.00%36' - 15" RCP @ 1.40%OCS 2RIM = 906.60INV. = 903.50INV. = 902.50 (1' SUMP)60" IDSEE DETAIL1C2.15STORM WATER POND SOUTH LOBEBOTTOM = 898.00NWL = 903.50HWL = 906.63EOF = 907.00STORM WATER POND NORTH LOBEBOTTOM = 894.50NWL = 903.50HWL = 906.63EOF = 907.00NORTH PARKING(483 STALLS)MH 10RIM = 908.8INV. = 902.3848" IDR-1642MH 11 (REMOVE EXISTING STRUCTURE)RIM = 909.0INV. = 904.50 W (EXISTING - FIELD VERIFY)INV. = 903.37 S48" IDR-1642FIELD VERIFY LOCATION AND SIZE OFEXISTING INCOMING PIPE.95' - 6" PVC @ 1.04%75' - 6" PVC @ 1.04%1PROVIDE TRAFFIC CONTROL PER MnDOTSTANDARDS AND COORDINATE LAKE VALENTINEROAD CONSTRUCTION WITH THE CITY1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.2. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BEENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE INACCORDANCE WITH ASTM D2321.4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTMD3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”iii. OR APPROVED EQUAL.6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILEOR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLEDAT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THEOUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONSOF SAME BEFORE BEGINNING CONSTRUCTION.9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITYSERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICALCONTRACTOR.10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVEAND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTERSHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOURPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATERMAINPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPOSED HYDRANT (HYD)PROPOSED GATE VALVE (GV)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDEVERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINE191515.615C2.1119C2.1120C2.1122C2.1123C2.1117C2.1116C2.111C2.11LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERINGANDERSON - JOHNSONASSOCIATES,INC.7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427FAX (763) 544-0531 PH (763) 544-7129DateRegistration NumberCheckDrawnDate:CommI hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofRevisionsDescription Date NumScale:North501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 7281MOUNDS VIEWHIGH SCHOOL 2019IMPROVEMENTS1900 Lake Valentine RoadARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTAC1.411" = 40'DARMET02/06/20191722704018002/06/2019DAVID A. REYNORTHPLANUTILITYAddendum #2 02/22/201915C2.1111C2.1117BC2.11