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-> >- <br />Class 4- <br />ue e pe <br />10 vi 33 <br />plan)-{4 <br />7' Dip <br />GV <br />o00 <br />00 <br />CO co <br />E <br />I-6 <br />A <br />co <br />1 11 <br />6-VT COCRETE <br />SIDEWA <br />0 133 <br />L4 <br />IMP IMP <br />15" RcpI <br />y <br />n a <br />1 <br />GI <br />15' Rcp <br />G / <br />22/ <br />> <br />GMYD <br />MH <br />cc <br />Rim=870.0 <br />Inv.866 7 <br />Inv Rim=870.7 <br />w Inv.=866 2 <br />6-FT CONCRETE <br />SIDEWALK <br />--8" Pvc <br />Inv. 861.9 <br />---»- ( Inv .=864.8 <br />{ <br />II -15" Rcp <br />I <br />1- Rim=869.0 <br />Inv .=864.9 <br />-65 <br />ST <br />44. s <br />15" Rcp-3 <br />BUJR LAKE B 0 L <br />Inv (W)=865.6 I <br />Inv. (2)=865.4 <br />» »- » » - » -» -» » - » - »- »-B_ - <br />1H STMH=-- --- ---a 4 ° ° <br />> > > > > - > >- > > > - >_- y > ->----- -'->' -, <br />184 Rcp 99 <br />- r <br />a A- <br />Qa a1'5Rcp- <br />-__ <br />Rim=870.0 <br />Inv.=866.3 <br />n <br />Inv. =866.4 <br />LEES. <br />ue <br />FUEL TANKS <br />FUEL CANOPY <br />(VERIFY W/ <br />STRUCTURAL PLANS) <br />IMP MEI <br />Rim=868 5 <br />Inv.=865.4 <br />Rim=868.2 <br />Inv .=865.1 <br />LVARD \W <br />ei"Nra <br />-15" Rcp <br />PROPANE <br />MEI IMP <br />IMP IMP <br />MATCH EX. <br />PAVEMENT <br />6-FT CONCRETE <br />SIDEWALK <br />VPY <br />11t <br />IMP IMP <br />ILfrj. <br />m^■ <br />■ <br />Rim=868.3 <br />Inv. (N&W)=864.9--I- <br />Inv. (E)=864.7 <br />15 Rcp-8- <br />4 <br />a 4 R1m=868.6 �� 4° <br />SM OiE� - 1- () <br />nV. ,(W4SW)48652 <br />e aMH 4 SMH <br />» » -» - >>- -» -» » A » » » » <br />Rim=867.9 18" Rcp <br />Inv.=864.6 (Per As -built plan) <br />V <br />Rim=868.6 <br />Inv.=865.7 <br />SP <br />44°- <br />// <br />T, <br />1/ <br />II <br />18" Rcp <br />15" Rc <br />2' <br />Rim=867.6 <br />Inv.=864.4 <br />STORM WATER POND <br />riii0 <br />_Rim=867, 5 <br />Inv .=864.2 <br />INFILTRATION BASIN <br />TRASH ENCLOSURE <br />(SEE ARCH PLANS) <br />MEI <br />_ n, -863nig <br />s71 <br />=c <br />LJ o <br />Rcp <br />MH <br />c <br />SM <br />ST <br />H <br />{ <br />N0 <br />w <br />H <br />(24 <br />24"on AM <br />cc <br />0 <br />{ <br />OUNTY STATE <br />1 <br />a <br />o= <br />N <br />» <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PROPERTY LINE <br />EASEMENT LINE <br />STORM SEWER \« <br />STMH <br />SANITARY SEWER << <br />WATER MAIN <br />UNDERGROUND GAS <br />UNDERGROUND FIBER OPTIC <br />UNDERGROUND ELECTRIC <br />FENCE <br />PLAN LEGEND <br />EXISTING PROPOSED <br />r r <br />L <br />r a ° , ar HEAVY <br />E _I DUTY <br />LIGHT <br />DUTY <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 />PLAN KEYNOTES <br />0 <br />MH <br />GV <br />FES <br />HHYDD <br />EB v <br />HH <br />0 <br />1. LANDSCAPE AREA. SEE SHEET L1. <br />2. 30" HEIGHT, 6" DIAMETER CONCRETE <br />6/C500. <br />3. 36" HEIGHT, 6" DIAMETER CONCRETE <br />7/C500. <br />1 <br />IMP IMP <br />6,616 SF <br />50,783 SF <br />2 <br />FILLED PIPE BOLLARD. SEE DETAIL <br />FILLED PIPE BOLLARD. SEE DETAIL <br />4. CONCRETE ISLAND WITH 6" EXPOSURE WITH FUEL DISPENSER. DISPENSER <br />PER OWNER. <br />5. 4" CONCRETE WALK. <br />6. OUTDOOR MERCHANDISING. <br />7. MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. <br />8. TRANSFORMER LOCATION. <br />9. TOTE SCREENING WALL. SEE ARCHITECTURAL PLANS. <br />10. PVC IRRIGATION SLEEVE UNDER PAVEMENT. VERIFY WITH IRRIGATION PLAN <br />FOR EXACT SIZE AND LOCATION BEFORE INSTALLATION. <br />11. BIKE RACK PER OWNER. <br />12. PYLON SIGN. <br />13. 6" INTEGRAL CONCRETE WALK/CURB. <br />14. SITE AREA LIGHT WITH CONCRETE BASE PER DETAIL 5/C500. <br />15. PICNIC TABLE PER OWNER. <br />16. CONCRETE VALLEY GUTTER PER DETAIL 3/C501. <br />17. "FREE AIR" COMPRESSOR PER OWNER. PROVIDE SIGNAGE PER OWNER. <br />18. <br />19. <br />20. <br />21. <br />AUTO VACUUM PER OWNER ON CONCRETE ISLAND WITH 6" EXPOSURE. <br />PROVIDE TRASH CONTAINER PER OWNER. <br />CARWASH KEYPAD PER OWNER. PROVIDE TRASH CONTAINER PER OWNER. <br />FUEL TANKS VENT STAND PER OWNER. <br />PEDESTRIAN RAMP. <br />22. 6" CONCRETE CURB ISLAND. <br />23. MONUMENT SIGN. <br />24. 6" CONCRETE SIDEWALK. <br />SIGN SCHEDULE (PER MMUTCD) <br />OA STOP SIGN: R1-1 (30"x30") <br />© <br />HANDICAP PVC BOLLARD SLEEVE PER OWNER. <br />SEE DETAIL 9/C500. <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 />lEwIK <br />TRIP <br />KwIK <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 />0CARLSON <br />`` ENCiIWEE121N1 <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 />SITE KEYNOTE PLAN <br />EORI <br />VASI <br /># DATE DESCRIPTION <br />/ \ 03/10/25 <br />Per Owner Comments <br />04/08/25 <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 100 <br />