Laserfiche WebLink
-> >- <br />8 -» <br />ue ue 1e <br />10 i 33 <br />plan)-i4 <br />>" Dip <br />GV <br />CO <br />111 <br />I 6-VT COCRETE <br />SIDEWA <br />10 1133 <br />L <br />IMP IMP <br />15" Rcp-_1 <br />y <br />o00 <br />CO co <br />I I <br />E <br />A\ <br />/ <br />CRETE <br />EWALI< <br />15' Rcp <br />MH <br />p/ <br />33i� <br />> <br />Q <br />U <br />cc <br />Rim=870.0 <br />Inv.866 7 <br />env Rim=870.7 <br />7-v Inv.=866 2 <br />6-FT CONCRETE <br />SIDEWALK <br />->\ Irxv.=067.40 ° <br />° � uea� <br />ue m <br />0 <br />.24.3 <br />37.8 <br />ue <br />ST <br />/ <br />2 <br />a° 2 <br />15" Rcp-/ <br />BUJR LAKE B 0 L <br />Inv. (W)=865.6 I <br />Inv. (E)=865.4 <br />»»-»»-»-»-» »-»- B_- <br />Rim=868 5 <br />Inv.=865.4 <br />Rim=868.2 <br />Inv .=865.1 <br />LVARD \W <br />\ -15" Rcp <br />STMH --- ° <br />15" Rcp- <br />V <br />Rim=868.6 <br />Inv.=865.7 <br />pi <br />> > > > >->>-> > >>-� �� - >> �� °°->� ° °J ° °'� =868.6 PP as u -- - <br />- >�-> Lam- <br />----------==p - ° a ° ° ° 8 ° ° V�° Q SMM->o a I V.4�->-u--> <br />8„°pcp In`v. \&W)�'865.3 MH a MH <br />8 _� <br />______- 18" RC 18 RC <br />Rim=868.3 p Rim=867.9 p <br />Inv.=864.6 (Per As -built plan) <br />a A- <br />--?5 Rcp- <br />4 <br />a <br />U <br />o= <br />Rim=870.0 <br />Inv.=866.3 <br />n <br />° FES <br />ue <br />Inv. =866.4 <br />- <br />MONUMENT <br />N SIGN <br />52.1 <br />--8" Pvc <br />Inv. 861.9 (per <br />(1r± <br />cMY <br />- ( Inv .=864.8 <br />D <br />{ <br />II /-15" Rcp <br />I <br />Rim=869.0 <br />Inv .=864.9 <br />i i► <br />13s <br />• <br />■ <br />13 10 <br />55 <br />13 <br />0 <br />u= <br />L <br />TYP 43 <br />ue <br />RA5 <br />LIP <br />_I _ 40 <br />35 <br />ue <br />IMP IMP <br />FUEL <br />CANOPY <br />37.5 <br />MEI IMP <br />SP <br />aaSa <br />// <br />/// <br />20 <br />6-FOOT <br />CONCRETE <br />SIDEWALK <br />Inv. (N&W)=864.9-�- <br />nv. (E)=864.7 <br />ue <br />n <br />0 <br />N <br />vow <br />IMP <br />\\I\ 11 milk \\\kb <br />■ICI■! 1•iu• ■■I■■I■ <br />um <br />IMP IMP <br />r) <br />0 <br />IMP IMP <br />ue <br />ue <br />1111111111111 <br />IMP MEI <br />ue <br />ue <br />ue <br />ue ue ue ue ue ue ue <br />CARWASH <br />ue <br />TRANSFORMER <br />PAD <br />TRASH <br />ENCLOSURE <br />15" Rc -/ <br />Rim=867.6 <br />Inv. -4 <br />- -- n- �� \ <br />Rim=867,5 <br />Inv =864.2 <br />ue <br />ue <br />15 °RCp-' ue e a ->> <br />ue <br />INFILTRATION <br />BASIN <br />ue <br />PYLON <br />SIGN <br />rs <br />L_ <br />--6> <br />75 Rcp <br />2< P <br />I <br />N <br />v <br />{ <br />ST H <br />I-� <br />a <br />(24 <br />N <br />25 <br />MH e� <br />25 v <br />M0 <br />II <br />III { <br />O <br />V V L <br />v (24V <br />Iv <br />jV <br />3/ v <br />0 <br />SM <br />24"Alln <br />Le <br />cc <br />OUNTY STATE <br />7 <br />a <br />U <br />3D <br />Pei <br />» <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PLAN LEGEND <br />EXISTING PROPOSED <br />r r <br />L <br />r <br />PROPERTY LINE <br />EASEMENT LINE <br />STORM SEWER \2< <br />STMH <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 />uM uM <br />ufo ufo <br />ue ue <br />0 <br />MH <br />0 <br />cv <br />HHYDD <br />32 v <br />FES <br />SITE PLAN NOTES <br />HH <br />0 <br />IMP IMP <br />7 <br />1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE <br />NOTED. <br />2. CONCRETE CURB AND GUTTER SHALL BE B612 UNLESS <br />OTHERWISE NOTED. <br />3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING <br />UTILITIES PRIOR TO THE START OF SITE WORK. THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF <br />DISCREPANCIES OR VARIATIONS FROM THE PLAN. <br />4. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR <br />SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINT AND <br />EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND <br />DRIVES PER THE FOLLOWING REQUIREMENTS: <br />CONTROL JOINT MAX. SPACING: WALKS-8' 0.C. <br />ALL OTHERS-10' 0.C. <br />SAW CUT CONTROL JOINTS MINIMUM CONCRETE THICKNESS. <br />EXPANSION JOINT MAX. SPACING: WALKS-24' 0.C. <br />*ALL OTHERS-40' 0.C. <br />*ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS <br />OCCURS SHALL HAVE AN EXPANSION JOINT. <br />DOWELL ALL EXPANSION JOINTS: 24" 0.C. MAX. <br />CONCRETE SEALER SHALL BE TK-26UV. <br />SITE DATA <br />ZONING: <br />PARCEL AREA: <br />HARD SURFACE AREA: <br />STATION STORE: <br />CARWASH: <br />PAVEMENT: <br />TOTAL: <br />B-2 <br />145,932 SF <br />9,126 SF 6% <br />1,931 SF 1% <br />65.004 SF 45% <br />76,061 SF 52% <br />PERVIOUS SURFACE AREA: 69,871 SF 48% <br />BUILDING HEIGHTS <br />STATION STORE: <br />CARWASH: <br />FUEL CANOPY: <br />PARKING SUMMARY <br />STANDARD STALLS. <br />HANDICAP STALLS <br />FUEL CANOPY STALLS <br />TOTAL STALLS. <br />0 15 30 <br />.47 <br />2 <br />-20 <br />69 <br />24.0 FT <br />14.0 FT <br />15.5 FT <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 />Call before you dig. <br />KWIK <br />TRIP <br />KWIK <br />ST*R <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 />\s‘ ENGINEERINL <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 J. Wilke, P.E. <br />Signature: <br />auglAz <br />Date: 01/30/25 License #:53182 <br />PRELIMINARY SITE <br />DIMENSION PLAN <br />CONVENIENCE STORE #1782 <br />WITH 1-BAY CARWASH <br />BUNKER LAKE BLVD & ARMSTRONG BLVD NW <br />RAMSEY, MINNESOTA <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 />