#13 - Stillwater School District Comp Plan Amendment & Rezoning

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C.S.A.H. NO. 17 (LAKE ELMO AVE. N.)C.S.A.H. NO. 10 (10TH STREET NORTH)122826262819222124PLAYGROUNDSTORMWATERBASIN #4STORMWATER BASIN #3 STORMWATERBASIN #1OPEN FIELD15NEW ELEMENTARYFFE: 932.00 (ARCH: 100'-0")STORMWATERBASIN #2NOTE THE PROPOSED BUILDING IS FORREFERENCE ONLY AND IS NOT THE FINAL DESIGNBASIN #1 OUTLETBASIN #2 OUTLETGRADING WILL MAINTAIN A DITCH SECTION TOSERVICE RESIDENTIAL LOTS SOUTH OF 10TH ST NAND SERVE AS AN OUTLET FOR BASIN #2EXISTING LANDLOCKED INFILTRATIONAREA, AREA WILL BE DESIGNED TOMEET THE VBWD STANDARDSBASIN #3 OUTLETBASIN #4 OUTLETGRAVITY SANITARYSEWER SYSTEMCONNECT TO EXISTING SANITARY FORCE MAIN(ONGOING COORDINATION WITH THE CITY OF LAKEELMO FOR HOW THIS CONNECTION SHALL BE MADE)HYDRANT (TYP.)W/ 150' SERVICE RADIUS150' (TYP.)1 5 0 ' ( T Y P . )8" WM8" WM6" SAN8" WM8" WM8" WM8" WM8" WMHYDRANT (TYP.)W/ 150' SERVICE RADIUSEXISTING LANDLOCKED INFILTRATIONAREA, AREA WILL BE DESIGNED TOMEET THE VBWD STANDARDSCABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPEDRAINTILE PIPECITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSSYMBOL LEGEND1.ALL SANITARY SEWER AND ACCESORIES MUST BE CONSTRUCTED INACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS ANDDETAILS.2.ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED IN ACCORDING TO CITY OFSTANDARD DRAWING 103 "GRANULAR MATERIAL BEDDING METHOD" (FOR PVCSANITARY SEWER PIPE).3.UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPEAND FITTINGS SHALL BE SDR 35 WITH ELASTOMETRIC GASKETED JOINTS.4.ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40.5.SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THEREQUIREMENTS OF ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATION(SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS,SPECIFICATIONS, AND SPECIAL PROVISIONS.6.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THEREQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THETYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.7.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITHRUBBER "O" RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES.8.SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLEWITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALL DIFFERENTIALSETTLEMENT OF THE PIPE AND MANHOLE.9.A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONESECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE.10.ALL SERVICE LINE STUBS MUST HAVE 2" x 2" HARDWOOD MARKER WITH METALSPIKE RUNNING FROM THE END OF PIPE TO FINISHED GRADE ELEVATION.11.UPON MARKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB ORMANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THEEXISTING SEWER BY IMMEDIATELY INSTALLING WATERTIGHT PLUGS AS NEEDEDIN THE EXISTING MANHOLE.12.ALL MAINLINE SANITARY SEWER AND SERVICES SHALL HAVE TRACER WIRE PERCITY SPECIFICATIONS AND DETAILS.EASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINECITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCEWITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS.2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITYPERSONNEL.3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE,CLASS--52.4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A1. ALL FITTINGS SHALL BEDUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALLBE INSTALLED UTILIZING COR -- BLUE NUTS & BOLTS.5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES2500 OR APPROVED EQUAL. GATE VALVES MUST COMPLY WITH CEAM SPEC2611.2.C.2.7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12INCHES.8.BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL.BUTTERFLY VALVES SHALL COMPLY WITH CEAM SPEC. 26 11.2.CA.9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAIN LESS STEEL.10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVEDEQUAL, FITTED WITH FH 800 SERIES FLEX STAKE AND PAINTED RED.12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2- 12 (1. D.) HOSECONNECTIONS ANDONE 4" STORZ NOZZLE (MODEL WB--67) AND PENTAGON NUT END CAP.13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 -- FT ADJUSTMENTRANGE AND SHALLEXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMESAND BUSINESSESWHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.LIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLE3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2024 Larson Engineering, Inc. All rights reserved.3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.0NORTH3060120NorthCheck:Drawn:Date:Comm:Scale:Greg A. Buchal, P.E.Date: Lic. No.:01.19.202423793I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.GABMTH01.19.202412236128RevisionsDescriptionDateNumFEDCBA12345678MNStillwater Area PublicSchools ISD #834NEW LAKE ELMOELEMENTARYSCHOOL1875 Greeley Street SouthStillwater, MN 55082Lake Elmo, MN 55042P:\Projects\Projects - 2023\12236128 - New Stillwater Elementary School - Wold\C. Design\Drawing Files - Lake Elmo\12236128 - C300 Sanitary And WM.dwg 01/19/2024 - LAKE ELMO ELEMENTARYZONING MAP AMENDMENT SUBMISSION(CONCEPTUAL PLAN - DO NOT USEFOR CONSTUCTION)C300CONCEPTUAL -UTILITY PLAN