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Rim=870 0 <br />I n v. 866.7 <br />w Rim= 870. 7 <br />-v Inv .=866.2 <br />15" Rcp-/ <br />>->->>->> > > > > > <br />MH <br />� <br />/ <br />/ <br />00 Q/1 <br />▪ 0o N// /A <br />CBMH 106 <br />/ 1.\12// RE 868.83 <br />8i IE 864.65-15" E,SW <br />m �7-7 <br />u e <br />10 <br />10 <br />L <br />Rcp -lb <br />GV <br />ST <br />» » » » » - » -» <br />HH <br />>- > > > > > > <br />= <br />CBMH 109 <br />RE 869.40 <br />IE 865.35-12" N,S <br />33 <br />(1 <br />/T <br />n <br />15" <br />-» <br />o <br />o> <br />11 <br />eo <br />Rcp <br />' GMYD <br />`-15" Rcp <br />- Rim=869.0 <br />Inv .=864.9 <br />-r 1"443 <br />p Q Q a <br />I rbv. =t67. 4 <br />37'-15" PE <br />0.35% <br />21'-12" PE <br />® 0.45% <br />--8" P� <br />Inv. 8 9 (per <br />87'-12" PVC <br />SCH.40 ® 0.45% <br />Inv .=864.8 <br />IMP IMP <br />Rp <br />Rim-870.0 - <br />In v. -866. 3 <br />0' p <br />Inv .=866.4 <br />• <br />CBMH 107 <br />RE 868.83 <br />IE 864.78-15" NE <br />IE 864.78-12" W <br />4"-CLE-ANAUIT <br />(TYP) <br />13'-4" PVC <br />0 2.0% (TYP) <br />< <br />IMP IMP <br />CB 110 <br />RE 868.83 <br />IE 865.74-12" N <br />72'-15" PE <br />0 0.35% <br />I- <br />.11=02m! <br />I <br />pi:1E JLJLJJr.JrJ <br />ue <br />IMP MEI <br />CBMH 105 <br />RE 869.43 <br />IE 864.40-15" W,E <br />CLEANOUT <br />IE 867.11 <br />19'-4" PVC <br />® 2.0% (TYP) <br />_c <br />CLEANOUT <br />IE 867.36 <br />75'-10" PVC <br />0.60% <br />Exy <br />4tc ❑� L JL JL J ®.{.�J <br />11 5' BURY OR <br />L6J ❑° r,r,r, ®11, <br />LJL JLJ J <br />. J <br />I �� I <br />�i'® CIrxx o ®1+J <br />L LJL JLJ <br />J <br />< <br />CLEANOU T <br />IE 866.75 <br />IMP IMP <br />INSULATE (TYP) <br />CLEANOUT <br />IE 866.91 <br />27'-10" PVC <br />® 0.60% <br />CLEANOUT <br />IE 866.15 <br />BL KFR LAKE BOLL <br />Inv. (W)=8656 <br />Inc. (E)=865.4 <br />STMH__=4 ___� <br />° >> 4 > a� <br />8„`Rcp - =• 14• ; <br />Rim=8633 <br />Inv (N&W)=864.9- Lem <br />Inv. (E)=864.7 <br />Mill l <br />Rim=868.5 <br />Inv =865.4 <br />VARD NW <br />v -1 <br />5 Rcp <br />15" Rcp - ( <br />>7 <br />» -» - » »- » -» <br />18" Pc/3 <br />*STMH 104 <br />RE 869.80 <br />IE 863.69-15" SE,W <br />IE 859.69 SUMP <br />203'-15' PE <br />© 0.35% <br />54'-10" PVC <br />® 0.60% <br />CLEANOUT <br />IE 866.79 <br />CB 102 <br />RE 870.33 <br />IE 866.86-12" SE <br />73'-10" PVC <br />® 0.60% <br />18'-6" PVC <br />® 2.0% <br />N Df��4 N W/5'-6" <br />VC ® 2.0% <br />5'-6" VC <br />0% <br />STATION <br />STORE <br />> 32- <br />PVC - <br />0% <br />131 <br />i i;i11111 <br />u.um <br />91'-10" PVC <br />SCH.40 ® 0.60% <br />26'-10" PVC <br />1.00% <br />CLEANOUT <br />IE 865.37 <br />14'-10" PVC <br />1.00% <br />MEI <br />CLEANOUT <br />IE 866.35 <br />CLEANOUT <br />IE 866.23 <br />100'-10" PVC <br />CLEANOU T <br />IE 865.63 <br />GRASS PRE-TREATMENT STRIP <br />UNDISTURBED, UNCOMPACTED SOIL <br />RING FILTRATION BASIN <br />WITH BIO-ROLLS OR <br />SILT FENCE <br />8' <br />*PLANTING MEDIUM <br />85% HOMOGENEOUS SAND <br />15% ORGANIC LEAF COMPOST <br />*USE ON -SITE SOILS TO THE EXTENT <br />POSSIBLE. MATERIALS TO BE <br />VERIFIED BY GEOTECHNICAL ENGINEER. <br />III III III <br />SCARIFY EXISTING SOILS TO A MINIMUM 12" <br />DEPTH PRIOR TO PLACING PLANTING MEDIUM <br />EXCAVATE TO USCS "SP" LAYER, AS <br />DESCRIBED ON SHEET C200. <br />INFILTRATION 'ASIN <br />53'-15" RCP <br />CL.5 c 0.35% <br />(TIE JOINTS) <br />136'-12" PE <br />1.00% <br />15" R <br />Rim=867.6 v <br />Inc =864.4 <br />15" RCP FES <br />PLACE 4.8 CY <br />RIPRAP CL.3 <br />IE 863.50 <br />Rim=868.2 <br />Inc=865.1 <br />Rim=.868.E <br />Inv =865. 7 <br />pmq <br />Rim=868.6° -" ____ <br />°I a 8 <br />SMF1.°->a 11V/' (R2 a-1>--->--->--->- ° >�-°--I <br />4. <br />o - 3nV, (W&W)-'865.-4 v° ° a °M°H d 1 <br />oMH <br />7/ <br />» » » » » ->> <br />Rim-867.9 18" Rcp <br />Inv.-864.6 (Per As -built plan) <br />Rim=867.5 <br />1 Inv.=864.2 <br />Inv 78 <br />=8638 <br />15 °Rcp:49-%'41' ue ue . a=- _>> <br />STORM WATER POND <br />IE 861.50 <br />**CBMH 101 <br />RE 869.43 <br />IE 862.28-18" E <br />IE 864.00-12" SW <br />IE 865.50-12" NW <br />IE 858.28 SUMP <br />34'-12" RCP <br />CL.5 c -5.88% <br />(TIE JOINTS) <br />18" RCP FES <br />PLACE 6.4 CY <br />RIPRAP CL.3 <br />IE 862.20 <br />\ <br />\ <br />\ <br />89'-12" RCP <br />CL.5 0.45% <br />(TIE JOINTS) <br />INFILTRATION BASIN <br />27'-18" RCP <br />I CL.5 0 0.30% <br />(TIE JOINTS) <br />112'-12" PE <br />® 1.00% <br />CBMH 103 <br />RE 869.93 <br />IE 865.12-12" NE <br />IE 865.23-10" NW <br />12" RCP FES <br />W/TRASH GUARD <br />IE 864.00 <br />MEI <br />°5 ,Rcp <br />5,4 <br />OCS 113 <br />RE 867.50 <br />IE 863.50-12" <br />(SEE DETAIL) <br />r= <br />L_J <br />36'-12" RCP - <br />CL.5 0.45% <br />(TIE JOINTS) <br />INSTALL TIDEFLEX TF-1 DUCKBILL <br />CHECK VALVE, OR APPROVED EQUAL, <br />AT INVERT, INSIDE STRUCTURE. SEE <br />NOTE FOR STMH 112) <br />STMH <br />7/ <br />N0 <br />w <br />H <br />cc <br />I-� <br />M-1 <br />H <br />V L <br />H <br />0 <br />24" <br />» <br />eo <br />11 <br />BREAK INTO EX. CBMH <br />111 & CONNECT <br />EX. RE 867.50 <br />EX. IE 863.0-24" E <br />EX. IE 863.0-21" N <br />PR. IE 863.0-12" W <br />(FIELD VERIFY) <br />20'-12" RCP <br />CL.5 ® 0.45% <br />(TIE JOINTS) <br />iaii <br />iill <br />lel <br />a <br />7/ <br />T <br />7 <br />N <br />***STMH 112 <br />RE 868.00 <br />IE 863.09-12" E,NW <br />IE 863.84-12" W <br />(INSTALL BACKFLOW CHECK <br />VALVE WITHIN STRUCTURE <br />ON W INVERT. USE <br />TIDEFLEX TF-1 DUCKBILL <br />CHECK VALVE OR <br />APPROVED EQUAL) <br />CURB <br />BITUMINOUS <br />CONCRETE PAVEMENT <br />CONCRETE WALK <br />PROPERTY LINE <br />EASEMENT LINE <br />STORM SEWER <br />SANITARY SEWER <br />WATER MAIN <br />UNDERGROUND GAS <br />UNDERGROUND FIBER OPTIC <br />24' R <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 />PLAN LEGEND <br />EXISTING PROPOSED <br />r <br />STMH <br />< < <br />ug ug <br />ufo <br />ue <br />x <br />s7 <br />0 <br />IMP IMP <br />c <br />ufo T <br />ue <br />0 <br />MH <br />cv <br />HHYDD <br />E8 <br />FES <br />HH <br />0 <br />< <br />c <br />T <br />STORM SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. SIZE <br />OCS-113 <br />48" DIA. <br />SEE DETAIL <br />***STMH-112 <br />48" DIA. <br />R-1733 <br />CBMH-111 <br />EX. <br />EX. <br />CB-110 <br />24"x 36" <br />R-3067-VB <br />CBMH-109 <br />48" DIA. <br />R-4342 <br />CBMH-108 <br />48" DIA. <br />R-4342 <br />CBMH-107 <br />48" DIA. <br />R-3067-VB <br />CBMH-106 <br />48" DIA. <br />R-3067-V <br />CBMH-105 <br />48" DIA. <br />R-3067-VB <br />*STMH-104 <br />48" DIA. <br />R-1733 <br />CBMH-103 <br />48" DIA. <br />R-3067-V <br />CB-102 <br />24"x 36" <br />R-3067-V <br />**CBMH-101 <br />48" DIA. <br />R-3067-VB <br />* INSTALL 18R SNOUT OIL & DEBRIS <br />STOP AS MANUFACTURED BY BMP, INC. <br />ON OUTLET PIPE. <br />** INSTALL 24R SNOUT OIL & DEBRIS <br />STOP AS MANUFACTURED BY BMP, INC. <br />ON OUTLET PIPE. <br />*** INSTALL BACKFLOW CHECK VALVE <br />WITHIN STRUCTURE ON W INVERT. USE <br />TIDEFLEX TF-1 DUCKBILL CHECK VALVE <br />OR APPROVED EQUAL. <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 />c <br />T <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call 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 />ENCiINEERINb <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 />/ g.GlRy/ <br />Date: 01/30/25 License #:53182 <br />STORM SEWER 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 />C300 <br />