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->> — <br />Class <br />ue <br />Ue I <br />10 <br />plan)--H <br />'4\L <br />0 Dip <br />10 <br />L <br />IMP <br />15" Rcp-- <br />z <br />33 <br />A <br />15' <br />n <br />Rep <br />A <br />GdY <br />it <br />Rim=869.0 <br />Inv.=864.9 <br />—>> — <br />Inay. =54 67a <br />--8" Pvc <br />Inv. 861.9 (per <br />e » �� .Inv .=864.8 <br />`-75" Rcp <br />Rim=870 0 <br />Inv.866,7 <br />cI <br />v Rim=870.7 <br />-v-In 8 .2 <br />U — » --» --» — » <br />—> > >—>>—>>—> <br />3 ° 8 a <br />"° Rcp° <br />Rim=870.0 <br />a Inv.=866.3 <br />A <br />° EES <br />ue <br />Inv .=866.4 <br />IMP OM <br />ry'®Oririr,� �i <br />L� LJLJLJ C�.J <br />ue <br />ue <br />O M IMP <br />BL <br />E <br />NUR LAKE BOLL YARD NW <br />Inc. 040=865.6 <br />Inc. (E)=865.4 \N'D <br />..?_----,T »-»--»--»� _ <br />- <br />STH--=»tea-=- <br />,te e= >a- >a • -› �a>A ° <br />a <br />e8 = 8 Rcp ° ° _ ° <br />, ' L —' — r ' <br />Rim=868 3 <br />Inc. (N&W)=864.9--[-' <br />Inc. (E)=864.7 <br />zozo <br />mzz <br />.e <br />ue <br />111 I\11111 1 <br />■i■I■I■I■■ ICI■I <br />ue <br />// ////////// <br />IMP <br />ue <br />III IIIIIIII1 <br />ue <br />ue <br />1 <br />ue <br />IMP <br />ue <br />bia/a <br />Rim=868.5 <br />Inv .=865.4 <br />15 Rcp <br />° Ro-n=868.6, <br />SMEd. ° °°Vv.° (11N'E.1J 86 , >-- > =° —>— —> —I <br />d <br />EEIEE <br />a ° ° ° ° Inv. (W&W)�865.� V/ ° ° ° °MH SMH <br />—» — >» » » » — » ' » » » » » » <br />8" Rcp Rim=867.9 8" Rcp <br />Inv.=864.6 (Per As built plan) <br />Rim=868.2 <br />Inv=865.1 <br />k-0/1 <br />V <br />p®i <br />Rim=868 6 <br />Inv .=865.7 <br />° <br />ue <br />rTh <br />IMP <br />ue <br />ue <br />• i• <br />ue <br />ue <br />ue <br />ue <br />15" R <br />Rim=867.6 <br />Inv.=864.4 <br />Rim=867.5 <br />i Inv.=864.2 <br />15 <br />—>>_ Snv=86j8 <br />ep- <br />ue <br />ue <br />ue <br />ue <br />r <br />L__I <br />»_ >T <br />0664 15" Rcp <br />�e° o <br />SP TT <br />1 <br />° <br />H <br />V <br />V <br />cc <br />OUNTY STATE <br />24" <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PLAN LEGEND <br />EXISTING PROPOSED <br />L <br />r <br />PROPERTY LINE <br />EASEMENT LINE <br />STORM SEWER —0-<< <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 />ug ug <br />ufo ufo <br />ue ue <br />0 <br />0 <br />Gv <br />M HHYDD <br />EB <br />T3 <br />HH <br />0 <br />0 15 30 <br />60 <br />( IN FEET ) <br />5 <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 />IfwIK <br />TRIP <br />lEwIK <br />SrfrR <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 />``` CARLSONE <br />ENGINE <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 />auglAz <br />Date: 01/30/25 License #:53182 <br />SITE CIRCULATION PLAN <br />E S1 <br />ARV <br /># DATE DESCRIPTION <br />/ \ 03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />04/22/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C 180 <br />