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NEW ELEMENTARY <br />FFE: 931.00 (ARCH: 100'-0") <br />MATCH LINE - SEE SHEET C502 <br />MATCH LINE - SEE SHEET C504 <br />MATCH LINE - SEE SHEET C501 <br />MATCH LINE - SEE SHEET C503 <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />5 <br />0 <br />3 <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />5 <br />0 <br />4 <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />5 <br />0 <br />1 <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />5 <br />0 <br />2 <br />SHEET: C502SHEET: C501 <br />SHEET: C504SHEET: C503 <br />C.S.A.H. NO. 10 - SITE ACCESS, SEE SHEET C505 <br />C. <br />S <br />. <br />A <br />. <br />H <br />. <br /> <br /> <br /> <br />N <br />O <br />. <br /> <br />1 <br />7 <br /> <br />- <br /> <br />S <br />I <br />T <br />E <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br /> <br />S <br />E <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />5 <br />0 <br />6 <br />CABLE UNDERGROUND LINE <br />FIBER OPTIC UNDERGROUND LINE <br />ELECTRIC UNDERGROUND LINE <br />ELECTRIC OVERHEAD LINE <br />TELEPHONE UNDERGROUND LINE <br />STORM SEWER PIPE <br />SANITARY SEWER PIPE <br />NATURAL GAS UNDERGROUND LINE <br />WATERMAIN PIPE <br />DRAIN TILE PIPE <br />CITY OF LAKE ELMO'S STANDARD PLAN <br />NOTES FOR SANITARY SEWER PLANS <br />SYMBOL LEGEND <br />1.ALL SANITARY SEWER AND ACCESORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE <br />ELMO STANDARD SPECIFICATIONS AND DETAILS. <br />2.ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED IN ACCORDING TO CITY OF STANDARD DRAWING 103 <br />"GRANULAR MATERIAL BEDDING METHOD" (FOR PVC SANITARY SEWER PIPE). <br />3.UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR <br />35 WITH ELASTOMETRIC GASKETED JOINTS. <br />4.ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40. <br />5.SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR <br />THE SIZE, STANDARD DIMENSION RATION (SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, <br />SPECIFICATIONS, AND SPECIAL PROVISIONS. <br />6.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC <br />3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. <br />7.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS <br />PROVIDED ON ALL SANITARY SEWER MANHOLES. <br />8.SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED, <br />FLEXIBLE, WATERTIGHT CONNECTION TO ALL DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE. <br />9.A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT <br />ADJUSTMENT WHENEVER POSSIBLE. <br />10.ALL SERVICE LINE STUBS MUST HAVE 2" x 2" HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE <br />END OF PIPE TO FINISHED GRADE ELEVATION. <br />11.UPON MARKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS <br />SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER BY IMMEDIATELY INSTALLING WATERTIGHT <br />PLUGS AS NEEDED IN THE EXISTING MANHOLE. <br />12.ALL MAINLINE SANITARY SEWER AND SERVICES SHALL HAVE TRACER WIRE PER CITY SPECIFICATIONS AND <br />DETAILS. <br />EASEMENT LINE <br />SETBACK LINE <br />RIGHT-OF-WAY LINE <br />PROPERTY LINE <br />CITY OF LAKE ELMO'S STANDARD PLAN <br />NOTES FOR WATERMAIN PLANS <br />1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE <br />ELMO STANDARD SPECIFICATIONS AND DETAILS. <br />2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL. <br />3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS--52. <br />4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH <br />POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -- BLUE NUTS & <br />BOLTS. <br />5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES. <br />6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL. <br />GATE VALVES MUST COMPLY WITH CEAM SPEC 2611.2.C.2. <br />7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES. <br />8.BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL <br />COMPLY WITH CEAM SPEC. 26 11.2.CA. <br />9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAIN LESS STEEL. <br />10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB. <br />11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH <br /> FH 800 SERIES FLEX STAKE AND PAINTED RED. <br />12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2- 1 <br />2 (1. D.) HOSE CONNECTIONS AND <br />ONE 4" STORZ NOZZLE (MODEL WB--67) AND PENTAGON NUT END CAP. <br />13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 -- FT ADJUSTMENT RANGE AND SHALL <br />EXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED. <br />14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES <br />WHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT. <br />LIGHT POLE <br />STORM MANHOLE <br />FLARED END <br />CURB INLET <br />CATCH BASIN <br />WATER SHUTOFF <br />GATE VALVE & BOX <br />HYDRANT <br />SANITARY MANHOLE <br />W: <br />\ <br />2 <br />0 <br />2 <br />3 <br />\ <br />C <br />i <br />v <br />i <br />l <br />\ <br />1 <br />2 <br />2 <br />3 <br />6 <br />1 <br />2 <br />8 <br /> <br />- <br /> <br />N <br />e <br />w <br /> <br />S <br />t <br />i <br />l <br />l <br />w <br />a <br />t <br />e <br />r <br /> <br />E <br />l <br />e <br />m <br />e <br />n <br />t <br />a <br />r <br />y <br /> <br />S <br />c <br />h <br />o <br />o <br />l <br /> <br />- <br /> <br />W <br />o <br />l <br />d <br />\ <br />C <br />. <br /> <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />1 <br />2 <br />2 <br />3 <br />6 <br />1 <br />2 <br />8 <br /> <br />- <br /> <br />C <br />5 <br />0 <br />0 <br /> <br />U <br />t <br />i <br />l <br />i <br />t <br />y <br /> <br />P <br />l <br />a <br />n <br />. <br />d <br />w <br />g <br />Revisions <br />Description Date Num <br />Check: <br />Drawn: <br />Date: <br />Comm: <br />TJR <br />MTH <br />11-07-2024 <br />12236128 <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />C 2024 Larson Engineering, Inc. All rights reserved. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />Larson <br />Engineering, Inc. <br />Greg A. Buchal, P.E. <br />Date: Lic. No.:11.07.2024 23793 <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />INDEPENDENT SCHOOL <br />DISTRICT #834 <br />New Lake Elmo <br />Elementary School <br />1875 Greeley St S, Stillwater, MN <br />55082 <br />10928 10th Street North <br />Lake Elmo MN 55042 <br />A <br />F <br />E <br />D <br />C <br />B <br />A <br />1 2 3 4 5 6 7 8 <br />MN <br />ADDENDUM #1 NOVEMBER 21, 2024 1 <br />ADDENDUM #3 DECEMBER 10, 2024 2 <br />FINAL PLAT NOVEMBER 22, 2024 <br />FINAL PLAT RESUBMITTAL JANUARY 3, 2025 <br />FINAL PLAT RESUBMITTAL JANUARY 17, 2025 <br />UTILITY PLAN - <br />OVERALL <br />C500 <br />0 <br />NORTH <br />40 80 160 <br />CITY OF LAKE ELMO'S STANDARD PLAN <br />NOTES FOR STORM SEWER PLANS <br />1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE <br />ELMO STANDARD SPECIFICATIONS AND DETAILS. <br />2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF M n DOT <br />SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. <br />3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE <br />REQUIREMENTS OF ASTM C--477. <br />4.A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR <br />HEIGHT ADJUSTMENT WHENEVER POSSIBLE. <br />5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS <br />PROVIDED ON ALL STORM SEWER MANHOLES. <br />6.RIP-- RAP SHALL BE HAND -- PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, <br />CLASS III, OR AS SPECIFIED HEREIN. <br />7.THE GEOTEXTILE FABRIC USED UNDER RIP --RAP SHALL EXTEND 3-FT UNDER THE APRON. <br />8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. <br />9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP - RAP AT THE END OF THE PROJECT. <br />10.STORM SEWER STRUCTURES WITHIN 1 0 FT OF WATERMAIN ARE TO HAVE WATER TIGHT CONNECTIONS PER <br />MDH REQUIREMENTS. <br />11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION <br />- SEE SPECIFICATION SECTION 700 - CLOSEOUT REQUIREMENTS <br />BENCHMARK <br />SANITARY FORCE MAIN <br />TOP OF 3/8" IRON PIPE, LOCATED AT <br />NORTHEAST PROPERTY CORNER OF LOT 5, <br />BLOCK 1 OF THE DAVID NELSON ESTATES <br />DEVELOPMENT. ELEVATION = 924.82