2019.06.03 CC Packet - Laserfiche WebLink

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X X X X X X X X X X X X X X X XXXXXXXXXXXXXXPROPOSED BUILDING10,200 S.F.FFE=934.5015206' - 10" PVC @ 0.28% SAN. MHRE 933.02IE 918.81929930SDD76' - 15" RCP108' - 12" RCP @ 0.25% @ 0.25% 192' - 18" RCP @ 0.25% 125' - 10" PVC @ 0.28% EXISTING PONDEXIST.HYDRANTHWL 931.1(100-YR)CONNECT 10" PVCTO EXIST. SAN. MH@ IE 919.38CORE DRILL & INSTALLAPPROVED WATERTIGHT BOOTPLUG EAST OPENINGEXIST. SAN. MHRE 932.33IE 918.46(E)IE 918.57(S)CONNECT 10" PVCTO EXIST. SAN. MH@ IE 918.46(W)PLUG SOUTH OPENINGCONNECT 6" SAN. SVCTO EXIST. SAN. MH@ IE 924.60CORE DRILL & INSTALLAPPROVED WATERTIGHT BOOTSINSTALL OUTSIDE DROP PERDETAIL HU-SS-2 (SEE SHEET C5)SAN. SWR C/ORE 934.40IE 925.00CB #1 (27"Ø)NEENAH R-3250-DVSPRE 931.80IE 928.90CBMH #2 (48"Ø)NEENAH R-3250-DVSPRE 931.80IE 928.63MH #3 (48"Ø)NEENAH R-1642RE 932.45IE 928.44MH #4 (48"Ø)NEENAH R-1642RE 931.00IE 927.9618" RC APRONIE 927.9017' - 18" RCP@ 0.35%36' - 6" PVC@ 1.0%EXIST. SAN. MHRE 931.81IE 919.3815" RC APRONIE 927.5546' - 15" RCP@ 0.22%WV6" GATE VALVE& BOXCONNECT 6" DIP (CL 52)TO EXIST. WATER SVC STUB(FIELD VERIFY SIZE & LOCATIONOF EXIST. WATER SERVICEAND IF SHUT-OFF VALVE EXISTS)US HIGHWAY NO 61 OUTLET CONTROL STRUCTURE #1RE 931.67IE 927.65 (15")39' EXPANDEDHWY 61 R.O.W.86' - 6" PVC@ 1.0%D**ADJUST MH RIM ELEV.TO 933.6010' MIN.SEPARATIONWATER CROSSINGMAINTAIN MINIMUM18" CLEARANCEWATER CROSSINGMAINTAIN MINIMUM18" CLEARANCEEXTEND SAN. SEWER &WATER INTO BUILDING ATLOCATIONS DETERMINEDBY OWNER.EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED INTHE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIESPRIOR TO ANY INSTALLATIONS.PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40.SANITARY SEWER NOTESFIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER ANDNOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS.WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE(RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED.(SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THEREQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USESAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE INACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321.STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED-END SECTION.LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THEBUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITHMINNESOTA RULES, PART 4715.2820.STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVEDRESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENTMORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTINGLINES CONSTRUCTED WITH SUCH JOINTS.STORM SEWER NOTESEXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIORTO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANYINSTALLATIONS.PROVIDE MINIMUM 18" SEPARATION BETWEEN WATER MAIN/SERVICES AND SANITARYOR STORM SEWERINSULATE WATER MAIN PER CITY STANDARD DETAIL PLATE HU-W-5 WHEN SEPARATIONIS LESS THAN 3 FEET.PROPOSED WATER MAIN SHALL BE 6" DIP CL 52.MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER ANDLARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11).MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE.TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES; HOWEVER, THEY SHALL BEPAID FOR AND COORDINATED BY THE CONTRACTOR.ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICEEQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENTANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS.COMBINATION FIRE AND DOMESTIC SERVICES MUST TERMINATE WITH A THREAD-ONFLANGE OR AN MJ-TO-FLANGE ADAPTER.WATER MAIN NOTES05.01.2019 APPLE ACADEMY DAY CARESITE PLANNING& ENGINEERINGSUITE 1106776 LAKE DRIVELINO LAKES, MN 55014PHONE: (651) 361-8210FAX: (651) 361-8701UTILITIES PLANENGINEERING, INC.PLOWEC4HUGO, MINNESOTA 3015301 INCH = FEET0LIC. NO.DATE: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.ORIGINAL DATE:PROJ. NO.DESIGN BY:CHCKD BY:DRAWN BY:REVISION DESCRIPTIONDATE A.AC.W.P.19-1828A.Q.AFEBRUARY 09, 2019PREPARED FOR:S:\plowe\cad\19proj\19-1828 APPLE ACADEMY DAYCARE\19-1828 CAD\19-1828 BASE 8 (AA).dwg 5/1/2019 PRE L I M I N A R YCLASSICCONSTRUCTIONCHARLES W. PLOWE 18227RCallbefore you dig.below.Know what'sUTILITY PLANAPPLE ACADEMY DAY CAREELEV = 931.6748"OUTLET CONTROL STRUCTURE #1SITE PLAN REVISION3/28/19 CITY COMMENTS4/22/19