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-> >- <br />Tir <br />ue <br />Ur[ <br />10 <br />plan)-H <br />33 <br />o00 <br />(OO <br />II H <br />CO co <br />EEE <br />cc <br />Rim=870.0 <br />Inv.866.7 <br />7tnv Rim=870.7 <br />-v Inv.=866 2 <br />ST <br />> > > > > <br />MH <br />/ <br />/ <br />cb / <br />/ <br />/ <br />/ 3/� <br />° <br />Irxv.=°67.a44 <br />MEI <br />IMP <br />e <br />33 // <br />5(YD <br />21'-6" PVC <br />1.0% <br />CONNECT TO EX. 8" <br />PVC SAN. SWR <br />STUB W/CLEANOUT. <br />EX. IE 861.9 01 <br />(FIELD VERIFY) <br />GV <br />'' Dip / <br />co <br />• <br />CONNECT TO EX. 8" <br />DIP WM STUB W/45' <br />BEND, & 4" REDUCER <br />(FIELD VERIFY) <br />10 <br />L <br />IMP IMP <br />15" Rcp-_� <br />33 <br />15" <br />n <br />n <br />a <br />T <br />n <br />Rcp <br />3 <br />4 <br />/71 <br />-44 <br />»° <br />iL. <br />ezh <br />IMP IMP <br />uezh <br />ue <br />RELOCATE HYDRANT <br />TO THIS LOCATION <br />35'-6"DIP <br />GND. EL. 869.9 <br />0 <br />45' <br />BEND <br />--1 Inv .=864.8 <br />1 <br />/-15" Rcp <br />I III <br />`\ Rim=869.0 <br />Inv .=864.9 <br />cb1YD <br />a <br />U <br />ue <br />@-) <br />CLEANOUT <br />862.11 <br />15" Rcp-/ <br />BL NUR LAKE BOL <br />Inv. (W)=865.6 <br />Inv. (E)=865.4 <br />» »- » » - » -» -» » - » - »- »-B_ - <br />1H STMH-=-���a---_--� 4 ° <br />> > > > > - > >- > > > - _>__-- > >' --> - <br />--_---===-a - a ° g ° ° <br />Rim=868 5 <br />Inv.=865.4 <br />Rim=868.2 <br />Inv .-865.1 <br />LVARD \W <br />a A-p5" Rcp° <br />Rim=870.0 <br />Inv.=866.3 <br />n <br />Inv.=866 <br />°4 <br />BYO <br />EES o , <br />ue 4 ue"ue° a ° ue a <br />IMP IMP <br />64'-6" PVC <br />® 1.0% <br />CLEANOUT <br />862.75 <br />ET® ❑rir�r� � <br />ILJLJLJ MDT <br />r =❑ rJL lrl 1El 9' <br />L�{ � L JL JL J El IyJJ <br />I I <br />L ❑ L JL JL J L 1=331J <br />1 <br />®❑r.Jr.Jr ®J� <br />L LJLJLJ J <br />I L <br />Lr��®L� ❑ L JLJL JLJ }ILJJ <br />4 'PVC WM <br />i,/„- <br />100'-6" PVC <br />1.0% <br />COORDINATE UTILITY <br />SERVICES WITH UTILITY <br />COMPANIES (TYP) <br />CUT PIPE TO LOCATION <br />SHOWN, REMOVE <br />HYDRANT, & REPLACE <br />w/G.v. & BOX <br />- (FIELD VERIFY) <br />IMP IMP <br />CLEANOUT <br />863. <br />100'-6" PVC <br />® 1.0% <br />MEI IMP <br />4" PVC WATER <br />SERVICE <br />11111 !i TATIO ,1 <br />III IISTORI I�.. <br />j e L°1I� Rlu� s �� <br />:mu <br />kWh \I\i\ ER <br />PVC <br />2.0% <br />865.15 <br />TELEPHO E <br />SERVICE <br />IMP IMP <br />SMH 1 <br />RE 872.46 <br />IE 864.75-6" W <br />IE 864.85-6" N,E <br />IMP IMP <br />47'-6" PVC <br />® 2.0% <br />� 1 Cg Rcp - 4 "1 <br />IIIIIIIEI <br />IMP IMP <br />Rim=868.3 <br />Inv. (N&W)=864.9 <br />nv. (2)=864.7 <br />-15 Rcp <br />Rim=868.6 <br />Inv.=865.7 <br />4 ° orill <br />° Rim=868.6 PP a� �\ 4 ° �nV. °A&W)865.� ° 4MH 4 SMH <br />_-� <br />rfora <br />SP <br />3 <br />II <br />11 <br />2- 45" <br />BENDS <br />IMP IMP <br />GREASE TRAP <br />(SEE PLUMBING <br />PLANS) <br />ue <br />IMP IMP <br />CLEANOUT <br />865.79 <br />» - » -» - »- -» -» » » » » »- -» <br />Rim=867.9 18" Rcp <br />Inv .=864.6 (Per As -built plan) <br />ue <br />ue <br />18" Rcp <br />IMP IMP <br />ue <br />ue <br />15" Rc <br />Rim=867.6 <br />Inv.=864.4 <br />ue <br />ue <br />/ <br />STORMWATER POND <br />IMP IMP <br />ue <br />Rim=867,5 <br />Inv .=864.2 <br />.78 <br />_>>_ n . - 86 3 <br />�-4ue-'44 22Pr _2 2_>>� <br />• _ tea_° - <br />ue <br />INFILTRATION BASIN <br />IMP MEI <br />\A----„ <br />ue <br />IMP IMP <br />r= <br />L_J o <br />HHh <br />N <br />v <br />0 <br />� 1 <br />ST H <br />Q <br />o <br />eN <br />\I <br />e <br />MH II <br />V <br />v <br />I M0 <br />1YI <br />Iv <br />II <br />0 <br />124 <br />v <br />�v <br />3 <br />24"Le <br />co <br />OU\ TY STATE <br />el <br />1 <br />eN <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PLAN LEGEND <br />EXISTING PROPOSED <br />r <br />L <br />r <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 />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 />EP <br />3 <br />0 <br />MH <br />0 <br />SMH <br />cv <br />HH YDD <br />EB <br />HH <br />0 <br />0 15 30 <br />IMP IMP <br />c <br />T <br />E <br />c <br />T <br />E <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 />c <br />T <br />E <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 />UTILITY PLAN <br />EORI <br />VASI <br />kRMS <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 />C400 <br />