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CULVERTS ARE EXPECTED TO BE <br />--- MODIFIED PER THE 2026 BUNKER <br />LAKE BLVD CONST. COORDINATE' <br />W/CITY OF RAMSEY IF CULVERTS <br />HAVE NOT BEEN REMOVED PRIOR <br />TO CONST. <br />/ <br />Class 4-44�� <br />mD �> <br />Tom. -7�� <br />ue <br />plan)—H <br />ue <br />10 <br />>" Dip ' <br />0 <br />L <br />15" Rcp-_� <br />33 <br />IMP <br />3 <br />15"Rcp <br />33� <br />9,YD <br />3 <br />> <br />Dip <br />GMYD <br />r1-8._ZL 0 <br />CUT WM TO LOCATION nv 866.7 <br />SHOWN FOR CONNECTION <br />WITH NEW HYDRANT SHOWN/Rim=• 0.7 <br />ON SHEET C400. 'Inv.=86n 2 <br />» »- » <br />,a <br />\_=___ <br />Inv =867.4 <br />ue <br />ue <br />10 <br />ue <br />COORDINATE W/ELECTRIC <br />COMPANY TO RELOCATE <br />ELECTRICAL BOX. <br />10 <br />(4--8' Pvc <br />Inv. 861.9 (per plan) <br />IMP IMP <br />ST <br />`JtS" Rcp° <br />Rim=870.0 <br />Inv .=866.3 <br />v <br />A <br />ue <br />m <br />Inv.=86`7 <br />FES <br />ue ue <br />ue ue <br />RELOCATE HYDRANT <br />TO LOCATION SHOWN <br />ON SHEET C400. <br />( <br />SAWCUT & REMOVE BITUMINOUS <br />PAVEMENT & CONCRETE CURB & <br />GUTTER AS REQ'D FOR <br />CONSTRUCTION. <br />— — —86a- <br />--866-- <br />Inv.=864.8 <br />Rcp <br />III <br />Rim=869.0 <br />Inv .=864.9 <br />— 866— — <br />—868— <br />° <br />I <br />ue <br />COORDINATE W/ELECTRIC <br />COMPANY TO ADJUST ELECTRIC <br />MANHOLE AS REQ'D FOR <br />SIDEWALK CONSTRUCTION <br />»—»—»—» <br />RELOCATE SIGN IF _> <br />REQ'D FOR SIDEWALK _ <br />CONSTRUCTION <br />I <br />I <br />I <br />-% <br />ate■ a�■� �•'ir .77.-n-ar. <br />MEI IMP <br />ue <br />BL NKFR LAKE BOL <br />Inc. (W)=865.6 <br />Inv. (E)=865.4 <br />Rim=868 5 <br />Inv.=865.4 <br />Rim868.2 <br />Inv .=865.1 <br />LVARD \W <br />15' Rcp <br />»$ <br />L- <br />STMH , <br />> _yy <br />ue <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 />IMP IMP <br />REMOVE <br />FENCE <br />Rim=868.3 <br />Inc. (N&W)=864.9- <br />Inc. <br />(E)=864.7 <br />15" Rcp-3 <br />v <br />Rim=868.6 <br />Inv. = 865. 7 <br />rill <br />°>� > ° m� >a `\Rim°= (g&6° 56a a \1Q >�--> =-->_ <br />11 B°4`Qas_ <br />< ( ° o MH <br />SMHn ° ° a ° 7nv. a(W&:W)=8653 ° ° Q <br />rra » » 8—R»cp — »— —» j-7—» » — »18"—Rcpo> »— —» <br />Rim=867.9 a a <br />Inv.=864.6 (Per As -built plan) <br />SP <br />// <br />MH <br />IMP MEI <br />ue <br />zA <br />ue <br />ue <br />ue <br />ue <br />IMP IMP <br />ue <br />ue <br />ue <br />ue <br />ue <br />ue <br />ue <br />RELOCATE SIGN IF <br />REQ'D FOR SIDEWALK <br />CONSTRUCTION <br />15" Rc <br />-- <br />ue <br />ue ue <br />ue ue <br />868— —� Rim=867,5 <br />Rim=867.6 ��-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 />/n7� <br />ue__ _ <br />15 Rcp- ue ue <br />----866- <br />\ MH <br />si <br />75 It? <br />cc <br />cp <br />CN <br />MH <br />\ C24 <br />j,\ <br />00 <br />El <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 />STMH <br />ue <br />0 <br />MH <br />0 <br />SMH <br />o <br />HyD <br />FES <br />REMOVAL PLAN NOTES <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 WTH 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 />60 <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 />Call 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 />0 ‘ CARLSON <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <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 3. 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 />A 04/22/25 <br />Per City Comments <br />DRAWN BY <br />DJW <br />SCALE <br />GRAPHIC <br />DATE <br />2025-01-30 <br />