Laserfiche WebLink
>->->>-> <br />10 <br />10 <br />GV <br />00 <br />E <br />CeE <br />CBMH 109 <br />RE 869.40 <br />IE 865.35-12" N,S <br />L „ <br />Rcp -lb <br />33 <br />(1 <br />/T <br />n <br />E <br />15" <br />-» <br />o <br />o> <br />eo <br />II <br />0 <br />CeE <br />Rcp 1 II >_ »�w Inv.=864.8 <br />�YD <br />`-15" Rcp <br />H <br />/ <br />COORDINATE CULVERT REPLACEMENT <br />W/CITY OF RAMSEY TO ENSURE IT <br />AGREES WITH THE PLANS OF THE BUNKER <br />LAKE BLVD RECONSTRUCTION PLANS <br />CBMH 106 <br />RE 868.83 <br />IE 864.65-15" E,SW <br />8'2)-8> /n =4gi674,, <br />37'-15" PE <br />0.35% <br />21'-12" PE <br />® 0.45% <br />nn <br />--8" P <br />Inv. 8 89 (per <br />87'-12" PVC ��rn <br />SCH.40 (0 0.45% <br />`- Rim=869.0 <br />Inv .=864.9 <br />IMP IMP <br />IMP IMP <br />Rim=870.0 <br />Inv.866.7 <br />co)I <br />w Rim= 870. 7 <br />-v Inv .=866.2 <br />co <br />ST <br />Rp <br />• <br />Rim=870.0 <br />Inv =866.3 <br />Inv .=866.4 <br />CBMH 107 <br />RE 868.83 <br />IE 864.78-15" NE <br />IE 864.78-12" W <br />4"-CLEANOUT <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 />I11- <br />®�r2r.Jrj � LJL JLJ <br />I ' <br />prJr .JrJ <br />❑LJL JLJ <br />15" Rcp-4 <br />» » »- » » - » --» <br />HH <br />> > > > > > > <br />- - <br />u���Illp <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 />Ey <br />4tc ❑� L JL JL J ®1J <br />5' BURY OR <br />r0 ❑° r ,r ,r , ®11, <br />L LJL JLJ J <br />. J <br />r�i' <br />I �� I <br />® D r �r <br />L__1 <br />JLJL <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)=865.6 <br />Inc. (2)=865.4 <br />STMH=_03 -__� <br />8„aR p --- - <br />---':1 r <br />Rim=868.5 ' <br />Inv (N&W)=864.9-1 <br />Inv. (2)=864.7 <br />kr4/4I <br />Rim=868.5 <br />Inv =865.4 <br />VARD NW <br />v -1 <br />ak_ <br />5 Rcp <br />15" Rcp--,v <br />18" Rcp <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 />0 2.0% <br />DN W/5'-6" <br />VC 0 2.0% <br />5'-6" r VC <br />■■■■ mom \,_ ®` 0% <br />n <br />STATION li <br />STORE j :' <br />ice' <br />I1Imi1IIIN <br />- <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 />Rim=868.6, <br />Rim=868.2 <br />Inv.=865.1 <br />Rim=.868.E <br />Inv =865. 7 <br />25 <br />LnV, o(W&W)-'865.-4 v° ° ' a '''',Ha 5MH <br />» » » » » ->> <br />Rim=867.9 18" Rcp <br />In4-864.6 (Per As -built plan) <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 />Inv.=864.4 <br />15" RCP FES <br />PLACE 4.8 CY <br />RIPRAP CL.3 <br />IE 863.50 <br />Rim=867.5 <br />I Inv .=864.2 <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 />->]_ env. -78 <br />->4- 863 8 <br />= ->> <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 />-66 <br />/ 5 ,Rcp <br />344 <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 />v <br />v <br />SE,NW yj <br />I\v <br />MH \I V <br />III <br />� I <br />v <br />iv <br />111 <br />v <br />11 <br />Ilv <br />Ij <br />Iv <br />Iv <br />v <br />v <br />v <br />v <br />2 <br />02 <br />a <br />C' <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 />a <br />o= <br />T <br />a <br />v <br />co <br />0 <br />co] <br />2 I III <br />li 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 />li <br />II II <br />20'-12" RCP <br />CL.5 ® 0.45% <br />(TIE JOINTS) <br />hall <br />II II <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"fR <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 />L <br />L -- <br />o- «� <br />STMH <br />< < <br />ug ug <br />ufo <br />ue <br />x <br />sP <br />IMP IMP <br />c <br />ufo T <br />ue <br />0 <br />MH <br />cv <br />N HHYDD <br />EB v <br />/ <br />STORM SEWER SCHEDULE <br />STRUCTURE <br />NEENAH <br />CASTING <br />or EQUAL <br />TYPE & No. SIZE <br />CBMH-111 <br />EX. <br />EX. <br />CBMH-109 <br />48" DIA. <br />R-4342 <br />CBMH-108 <br />48" DIA. <br />R-4342 <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 />60 <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 />Call before you dig. <br />KWIK <br />TRIP <br />KWIK <br />ST*R <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 />\s• ENGINEERINL <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <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 />STORM SEWER PLAN <br />CONVENIENCE STORE #1782 <br />WITH 1-BAY CARWASH <br />BUNKER LAKE BLVD & ARMSTRONG BLVD NW <br />RAMSEY, MINNESOTA <br /># DATE <br />DESCRIPTION <br />A03/10/25 <br />Per Owner Comments <br />,A 04/08/25 <br />Per City Comments <br />,A 04/22/25 <br />Per City Comments <br />DRAWN BY <br />DJW <br />SCALE <br />GRAPHIC <br />DATE <br />2025-01-30 <br />