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Class 4 54 <br />mD �> <br />T1r <br />e <br />ue <br />plan)—( <br />ue <br />10 <br />I" Dip ' <br />0 <br />L <br />15" Rep—, <br />le <br />33 <br />IMP <br />A <br />33 <br />O00 <br />00 <br />DO co <br />3 <br />15'Rcp <br />/ <br />MH <br />G / <br />Inv.866 7 <br />-tnv Rim=870.7 <br />-v Inv .=866.2 <br />CUT WM TO LOCATION <br />SHOWN FOR CONNECTION <br />9E, WITH NEW HYDRANT SHOWN _ <br />`o;/ ON SHEET C400. <br />u 1/ <br />33 7 <br />3 <br />> <br />YD <br />Gb1Y <br />Dip <br />D <br />nv.=867,4 <br />10 <br />ue <br />ue <br />ST <br />> > <br />COORDINATE W/ELECTRIC <br />COMPANY TO ADJUST ELECTRIC <br />MANHOLE AS REQ'D FOR <br />SIDEWALK CONSTRUCTION <br />STMH --� a ° , <br />REQ'D FOR SIDEWALK ° 8"°RcpB— ° a ° <br />CONSTRUCTION <br />BL NKFR LAKE BOL <br />Inv (W)=865.6 <br />Inv. (E)=865.4 <br />ww <br />15" Rcp° <br />Rim=870.0 <br />a v.=866.3 <br />xx <br />Inv.=86` <br />FES <br />ue <br />COORDINATE W/ELECTRIC <br />COMPANY TO RELOCATE <br />ELECTRICAL BOX. <br />10 <br />(4--8' Pvc <br />Inv. 867.9 (per <br />IMP IMP <br />plan <br />m\ <br />czu <br />ue <br />ue ue <br />RELOCATE HYDRANT <br />TO LOCATION SHOWN <br />ON SHEET C400. <br />( <br />• <br />SAWCUT & REMOVE BITUMINOUS <br />PAVEMENT & CONCRETE CURB & <br />GUTTER AS REQ'D FOR <br />CONSTRUCTION. <br />— — —86i3- <br />Inv .=864.8 <br />Rcp <br />III <br />-Rim=869.0 <br />Inv .=864.9 <br />-866-- <br />— 866— — <br />—868— <br />r <br />I <br />ue <br />RELOCATE SIGN IF > <br />L <br />Rim=868 5 <br />Inv.=865.4 <br />MEI IMP <br />ue <br />e <br />ue <br />SAWCUT & REMOVE BITUMINOUS <br />PAVEMENT & CONCRETE CURB & <br />GUTTER AS REQ'D FOR <br />CONSTRUCTION. <br />REMOVE & DISPOSE OF <br />CONCRETE PAD. <br />REMOVE <br />FENCE <br />Rim=868.3 <br />Inc. (N&W)=864.9- <br />Inc. <br />(E)=864.7 <br />Rim=868.2 <br />Inv .=865.1 <br />VARD NW <br />`-15" Rcp <br />Rim=868.6 <br />Inv. = 865.7 <br />'®�--piiiq -- <br />J Rim=868.6 ^ °° ° °° Inv. ° (W&W)�865.� MH MH <br />- 4 -I-� <br />» » —» — »— —» 68� -7 —» » — » — » »— —» <br />8" Rcp Rim=867.9 18" Rcp <br />Inv .=864.6 (Per As -built plan) <br />MH <br />IMP MEI <br />ue <br />zA <br />ue <br />ue <br />ue <br />/ <br />ue r V <br />15 Rcp ue ue <br />ue u_ <br />\\ MH <br />—» <br />75" Rcp <br />oe L 4e° O <br />2Pi SPu <br />I <br />ue <br />IMP IMP <br />ue <br />ue <br />ue <br />ue <br />ue <br />ue <br />ue <br />J <br />S5 <br />// <br />RELOCATE SIGN IF <br />REQ'D FOR SIDEWALK <br />CONSTRUCTION <br />15" Pc <br />— <br />ue <br />ue ue <br />ue ue <br />868— —� Rim=867,5 <br />Rim=867.6 v,, =864.2 <br />Inv.=864.4 <br />ue <br />COORDINATE W/ELECTRIC <br />COMPANY TO ADJUST ELECTRIC <br />MANHOLE AS REQ'D FOR <br />SIDEWALK CONSTRUCTION <br />SEE TREE PRESERVATION PLAN <br />FOR TREE REMOVALS <br />Q <br />rE <br />N <br />{ <br />ST H <br />Q � <br />V (24 <br />U <br />N <br />\ate <br />MH e <br />III <br />cc <br />H <br />H <br />\ <br />C1 <br />v <br />4" Rc-----/ <br />» u Ai bl. <br />LE <br />00 <br />iI <br />1 <br />II I <br />li/ <br />I <br />I / I l, <br />I <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PROPERTY LINE <br />EASEMENT LINE <br />STORM SEWER <br />SANITARY SEWER <br />WATER MAIN <br />UNDERGROUND GAS <br />UNDERGROUND FIBER OPTIC <br />UNDERGROUND ELECTRIC <br />FENCE <br />MISCELLANEOUS MANHOLE <br />SEMAPHORE <br />SANITARY MANHOLE <br />LIGHT POLE <br />SIGN <br />GATE VALVE <br />HYDRANT <br />ELECTRIC BOX <br />HAND HOLE <br />FLARED END SECTION <br />PLAN LEGEND <br />EXISTING REMOVAL <br />r n <br />L <br />STMH <br />u9 u9 <br />u1u <br />ue <br />S/ <br />u1u <br />0 <br />o <br />Gv <br />HHYDD <br />EB v <br />FES <br />HH <br />REMOVAL PLAN NOTES <br />■INS■■MAUllt� <br />5 <br />L <br />L <br />L <br />IMP IMP <br />AS NOTED <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE <br />APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE <br />CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES <br />OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND <br />ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR <br />VARIATIONS FROM THE PLANS. <br />2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND <br />STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE <br />CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED <br />AT NO ADDITIONAL COST TO THE OWNER. <br />3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE <br />UTILITIES AS NECESSARY. THE CONTRACTOR SHALL <br />COORDINATE THESE ACTIVITIES WITH THE UTILITY <br />COMPANIES. <br />4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS <br />SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO <br />ALL GOVERNING STATE AND LOCAL REGULATIONS. ALL <br />PERMITS, APPLICATIONS AND FEES ARE THE <br />RESPONSIBILITY OF THE CONTRACTOR. <br />0 15 30 <br />60 <br />( IN FEET ) <br />BENCHMARK <br />1. MnDot Geodetic GSID Station No. 808 <br />(MnDot Name HYATT MNDT) — <br />Elevation 878.97 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />Know what's below. <br />CaII before you dig. <br />KWIK <br />TRIP <br />KwIK <br />Srfra <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />CARLSON <br />``` ENGINEEkieVra <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification 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 />Name: Daniel J. Wilke, P.E. <br />Signature: <br />Date: 01/30/25 License #:53182 <br />DEMO PLAN <br />IVI <br />RWA <br />& ARN <br />A <br /># DATE <br />DESCRIPTION <br />A03/10/25 <br />Per Owner Comments <br />A 04/08/25 <br />Per City Comments <br />DRAWN BY <br />DJW <br />SCALE <br />GRAPHIC <br />DATE <br />2025-01-30 <br />