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N11°5 0 ' 5 0 " E 108.81 S00°01'32"W 140.00 S89°58'28"E384.08120.13 102.17 N11°5 0 ' 5 0 " E 222.30 S89°58'28"E400.00N89°55'16"W445.55 measN00°01'32"E 218.00 X X X X X X X X X X X X X X X XXXXXXXXXXXXXX15B-8B-9929930SDDEXISTING PONDEXIST.HYDRANTHWL 931.1(100-YR)WV39' EX P A N D E D HWY 6 1 R . O . W .DLEGENDPROPOSED BITUMINOUSEXISTING BITUMINOUSEXISTING CATCH BASINEXISTING TREESEXISTING HYDRANTHYDEXISTING WATER MAINEXISTING GATE VALVEEXISTING STORM MANHOLEEXISTING STORM SEWEREXISTING TELEPHONE PEDESTAL(GUTTERLINE, BITUMINOUSSURFACE, OR GROUND SURFACEUNLESS OTHERWISE INDICATED)920.60920.99PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED SILT FENCE928PROPOSED CONTOUREXISTING CONTOURPROPOSED WATER PIPEEXISTING OVERHEAD ELECTRICOHWGEEXISTING UTILITY POLEEXISTING SANITARY SEWERPROPOSED SANITARY SEWER PIPEPROPOSED INLET PROTECTIONTELEXISTING UNDERGROUND TELEPHONEEXISTING LIGHT POLEPROPOSED STORM SEWER PIPEPROPOSED STORM MANHOLEPROPOSED CATCH BASINEXISTING ELECTRICAL PEDESTALEXISTING SANITARY SEWER MANHOLEPROPOSED GATE VALVEPROPOSED HYDRANTPROPOSED SANITARY SEWER MANHOLEEXISTING TREES (TO BE REMOVED)PROPOSED CONCRETEEXISTING BITUMINOUS (TO BE REMOVED)907.42BITEXISTING SPOT ELEVATION(MATCH INTO ELEVATION)PROPOSED RIP-RAPPROPOSED FILTRATION MEDIAPROPOSED ELECTRIC SERVICE *PROPOSED GAS SERVICE *PROPOSED TELEPHONE SERVICE *ELECGASTELPROPOSED DRAINTILE AND CLEAN-OUTEXISTING RETAINING WALLEXISTING FLARED-END SECTIONPROPOSED FLARED-END SECTIONEXISTING WELLEXISTING FENCEXEXISTING CABLE PEDESTALEXISTING UNDERGROUND CABLECBLWETEXISTING WETLANDPROPOSED DIRECTION OF DRAINAGE930FMEXISTING FORCEMAIND4.0%PROPOSED HEAVY-DUTY PAVEMENTPROPOSED ENKAMAT930WVSW CESDTWV HYDGENERAL NOTESTHE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTINGSANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO THE START OF INSTALLATIONS.INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS ANDDETAIL PLATES.THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TOEXISTING HOMES OR BUSINESSES.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETSOR WITHIN PUBLIC RIGHT-OF-WAY.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.TITLE SHEET, NOTES & LEGENDHUGO, MINNESOTAAPPLE ACADEMY DAY CARE05.01.2019 APPLE ACADEMY DAY CARESITE PLANNING& ENGINEERINGSUITE 1106776 LAKE DRIVELINO LAKES, MN 55014PHONE: (651) 361-8210FAX: (651) 361-8701TITLE SHEET, NOTES & LEGENDENGINEERING, INC.PLOWEC1HUGO, 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:RCallbefore you dig.below.Know what'sS:\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 18227STORMWATER POLLUTION PREVENTION PLANSTORMWATER POLLUTION PREVENTION PLANC6.2SHEET INDEXC1TITLE SHEET, NOTES & LEGENDC4UTILITY PLANDETAILSC3GRADING, DRAINAGE & EROSION CONTROL PLANC6.1C5N.T.S.VICINITY MAPC2.1EXISTING CONDITIONS & REMOVALS PLAN SITESITE PLAN REVISION3/28/19C2.2CIVIL SITE PLANCITY COMMENTS4/22/19