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-> >.- <br />Class 4-/ <br />e <br />ue ue I e <br />10 <br />plan)-ib <br />33 <br />MEI <br />IMP <br />/ <br />4E <br />Rim=870.0 <br />Inv.866.7 <br />env Rim=870.7 <br />w Inv.=866 2 <br />sT <br />> > > > > <br />MH <br />u 7T <br />33 // <br />/IvYD <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 />cv <br />>" Dip <br />--1-5 <br />co <br />• <br />E <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 />37 <br />T <br />n <br />Rcp <br />3 <br />4- <br />-65 <br />15" Rcp-/ <br />B L NI FR LAKE B O L <br />Inv (W)=865.6 <br />Inv. (E)=865.4 <br />»»-»»-»-»-»- »-»- B_- <br />> > > > <br />->>_ <br />a JrI'-- -1 ° - \ °- <br />Rim=868 5 <br />Inv.=865.4 <br />Rim=868.2 <br />Inv .=865.1 <br />LVARD \W <br />a-15 Rcp <br />H STMH_=���a -_---� a <br />L ?5" Rcp° <br />-J °a <br />IMP IMP <br />RELOCATE HYDRANT <br />TO THIS LOCATION <br />35'-6"DIP <br />GND. EL. 869.9 <br />0 <br />A <br />45' <br />BEND <br />- »\� Inv .=864.8 <br />IlgrtRD <br />/-15" Rcp <br />I <br />`\ Rim=869.0 <br />Inv .=864.9 <br />a <br />U <br />o= <br />ece <br />ue <br />@-) <br />CLEANOUT <br />862.11 <br />Rim=870.0 <br />Inv.=866.3 <br />n <br />° EES <br />ue <br />•eYO <br />Inv.=866 <br />IMP IMP <br />64'-6" PVC <br />® 1.0% <br />CLEANOUT <br />862.75 <br />ue°� ue° ° ue <br />IMP IMP <br />ue <br />rT® ❑rir�r� � <br />L.{ LJLJLJ MDT <br />r = ❑rIrIL-j I I <br />L�{ = LJL JLJ J}�J <br />I I <br />L ❑ L JL JL J I� ®}�J <br />1 <br />IC= ❑r�r�r = LJLJLJ J <br />I L <br />I <br />rli'Q ❑ r �r Ir ®TJJ <br />L� = LJLJLJ }J <br />J ° <br />4 'PVC WM <br />i,i- <br />100'-6" PVC <br />1.0% <br />COORDINATE UTILITY <br />SERVICES WITH UTILITY <br />COMPANIES (TYP) <br />e <br />IMP IMP <br />`CUT PIPE TO LOCATION <br />==SHOWN, REMOVE <br />HYDRANT, & REPLACE <br />W/2-45' BENDS, G.V. <br />& BOX <br />(FIELD VERIFY) <br />CLEANOUT <br />863. <br />100'-6" PVC <br />® 1.0% <br />MEI IMP <br />4" PVC WATER <br />SERVICE <br />TITI O <br />!STORE <br />■■I■ MOIII''ll ■!�'11 PVC <br />2.0% <br />\ E 865.15" <br />TELEPHONE <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 />IIIIIIIEI <br />Rcp <br />R a -_ <br />Rim=868.3 <br />Inv. (N&W)=864.9-� <br />nv. (E)=864.7 <br />2- 45' <br />BENDS <br />IMP IMP IMP IMP <br />GREASE TRAP <br />(SEE PLUMBING <br />PLANS) <br />Rim=868.6 <br />Inv.=865.7 <br />rill <br />°J a ° ° R1m=868.6 a� a° ° <br />nV. °(W&W) 865. MH a \ MH <br />Or <br />wr, >\ - » -» - »- -» -» » » » » » » <br />Rim=867.9 18" Rcp <br />Inv .=864.6 (Per As -built plan) <br />SP <br />44°- <br />// <br />// <br />// <br />II <br />ue <br />IMP IMP <br />CLEANOUT <br />865.79 <br />ue <br />ue <br />18" Rcp <br />IMP IMP <br />ue <br />ue <br />15" Rc <br />/ <br />e <br />Rim=867.6 <br />Inv.=864.4 <br />ue <br />ue <br />STORMWATER POND <br />IMP IMP <br />ue <br />Rim=867,5 <br />Inv =864.2 <br />ue <br />INFILTRATION BASIN <br />IMP MEI <br />7n=86 �8 <br />38 <br />\ <br />IMP IMP <br />2> 75 Rcp <br />0 <br />4e° <br />SP <br />I <br />r= <br />o <br />L_J <br />6 VA <br />N <br />CD <br />v <br />sT H <br />Q <br />o <br />eN <br />\ate <br />e <br />MH <br />V <br />v <br />�I M0 <br />v I ---I <br />1 <br />iv <br />it <br />0 <br />124 <br />v <br />IV <br />�v <br />23o <br />ep cc, <br />00 <br />Ii <br />6 <br />2 4 "on AM <br />Le <br />cc <br />OU\ TY STATE <br />el <br />1 <br />eN <br />» <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PLAN LEGEND <br />EXISTING PROPOSED <br />r r <br />L <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 />ufo ufo <br />ue ue <br />sP <br />0 <br />MH <br />0 <br />cv <br />HYD <br />EB <br />HH <br />0 <br />FES <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 />2 <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 />0‘‘CARLSON <br />ENCiINEE121Nb <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 />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 />C400 <br />