#11 - Drake and DQ Preliminary Plat and PUD

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H U D S O N B L V D N EXISTING BUILDINGDO NOT ENTERPROPOSEDBUILDING121CONSTRUCTION MANHOLEOVER EXISTING EXISTING 8"PVC SAN SWR AND CONNECT.SMH 1RE 969.00EX IE 952.46-8" NEPR IE 960.18-6" SW7.4' OUTSIDE VERTICAL DROP(FIELD VERIFY)88'-6" PVC @ 2.00%(106' TOTAL LENGTH)35'-6" PVC @ 2.0%IE 966.00CLEANOUTIE 965.30100'-6" PVC@ 2.0%CLEANOUTIE 963.3050'-6" PVC@ 2.0%CLEANOUTIE 962.3020'-6" DIPCL.52 @ 2.00%CONNECT TO EXISTING 8" DIPWM WITH 8" G.V. & BOX(FIELD VERIFY)8"-45° BEND8" DIP CL.52HYDRANT W/G.V.8" X 6" TEEGND EL 971.28" X 6"REDUCER6"-45°BEND6 " D I P C L . 5 26" DIP CL.52 W/6" G.V. & BOX(FIRE)6" X 4" TEE6"-90°BEND4" DIP CL.52 W/4" G.V. & BOX(DOMESTIC)59'-15" RCPCL.5 @ 1.19%15" RCP FESIE 968.30PLACE 4.8 CYRIPRAP CL III15" RCP FESIE 969.0012" RCP FESIE 961.00PLACE 4.4 CYRIPRAP CL III30'-12" RCPCL.5 @ 2.00%STMH 109RE 971.00IE 961.60-12" SIE 964.34-12" N(SEE DETAIL)8'-12" PE@ 2.00%12" OUTLETIE 964.50CBMH 108RE 972.67IE 966.24-12" SIE 962.24-SUMPCBMH 107RE 972.13IE 966.14-12" NIE 962.14-SUMP12" INLETIE 966.007'-12" PE@ 2.00%12" INLETIE 966.0012'-12" PE@ 2.00%36'-6" PVC @ 2.0%IE 968.50CB 106RE 972.73IE 969.23-12" NW12'-12" PE@ 2.00%CBMH 101RE 973.15IE 964.55-12" SWIE 964.55-12" NEIE 968.99-12" SEIE 967.84-6" NWIE 960.55-SUMP(SEE DETAIL)12" INLETIE 964.5010'-12" PE@ 0.45%67'-12" PE@ 0.45%CBMH 102RE 972.63IE 964.85-12" SWIE 964.85-12" N139'-12" PE@ 0.45%CBMH 103RE 968.95IE 965.47-12" SIE 965.47-12" NIE 965.47-12" WCB 104RE 969.33IE 965.60-12" S29'-12" PE@ 0.45%54'-12" PE@ 2.00%CB 105RE 970.13IE 966.55-12" E669'-42" CMPPERFORATEDIE 964.00233'-15" RCPCL.5 @ 1.52%15" RCP FESIE 973.50PLACE 4.8 CYRIPRAP CL III15" RCP FESIE 974.00SHEET NUMBERJOSEPH T RADACH PENAME:SIGNATURE:DATE: 06/10/22 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373 TEL: 612.730.2265 | WWW.CONTOURCD.COM OWNER REVISIONS 1. 02/13/23 PUD SUBMITTAL 2. 3. 4. 5. 6. 7. ISSUE DATE: 06/10/22 c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\22002 - lake elmo dq\cad\22002_utility.dwg02/11/23 BY: JTR LYNSKEY & CLARK PO BOX 36, 118 S. MAIN STREET STILLWATER, MN 55082DAIRY QUEEN STORE #70891 LAKE ELMO, MINNESOTA UTILITY PLAN C3.1< SCALE IN FEET >Know what'sbelow.before you dig.CallR1. ALL WORK SHALL CONFORM TO THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS. WHERE CITY SPECIFICATION DOES NOT COVER THEWORK, THE LATEST EDITIONS OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FORCONSTRUCTION", THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM) STANDARD SPECIFICATION, AND THE MINNESOTA PLUMBINGCODE SHALL APPLY.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).1. SEE SHEET C6.2 FOR CITY STANDARD UTILITY NOTES.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALLBE VERIFIED WITH THE ARCHITECTURAL AND PLUMBING PLANS .4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYSAFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLYCEASED.EXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESANITARY SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTSTORM CATCH BASINOVERHEAD UTILITYSTORM MANHOLESTORM FLARED END SECTIONOTHER SYMBOLSSEE SURVEYUNDERGROUND ELECTRICUTILITY NOTESGOVERNING SPECIFICATIONSLEGENDWATER MAINSTORM SEWERUNDERGROUND GASUNDERGROUND FIBER OPTIC1. ELEVATIONS SHOWN ARE BASED ON GPS DERIVEDVALUES FOR NAVD 88.BENCHMARKHYDRANTGATE VALVEDHYSEE SURVEYUNDERGROUND TELEPHONEUNDERGROUND CABLE TVFENCE1. TOP 8" WATER: 959.0BTM 6" SANITARY : 961.0SEPARATION: 2.02. TOP 8" WATER: 962.0BTM 12" STORM: 965.8SEPARATION: 3.8UTILITY CROSSINGSCBMHCBMHCBCBCBCBMHSTMH101*102103104105106107108109*48" DIAMETER R-1642-BR-3067-VBR-3067-VR-3067-VR-3067-VBR-3067-VBR-3067-VBR-1642-BSTRUCTURE NO. SIZESTORM SEWER SCHEDULE48" DIAMETER48" DIAMETER24" X 36"48" DIAMETER48" DIAMETER24" X 36"STMHNEENAH CASTINGOR EQUAL* SEE DETAIL SHEET FOR STRUCTURE SPECIFICATIONSR-3067-V24" X 36"CBMH48" DIAMETER1. GREASE TRAP PER TENANT REQUIREMENTS.2. LOWER WATER BELOW SANITARY SEWER TO PROVIDE 24" MIN. SEPARATION.KEYNOTES