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F:\survey\8-30-23 - ramsey\2525 mounds view blvd\02 Engineering - 88807\01 CAD\05 Sheet Files\Grading & Drainage Plan.dwg <br />36 <br />\ <br />N <br />L_ <br />LI <br />4 <br />V <br />V <br />"/ater valv <br />water v=lve Maga/Vail <br />9 <br />tcc <br />9// <br />� <br />San Manl�o% ----9 91 / l .7 <br />rim=9 / 1104 <br />inv=9Ol.I69(plans) • tcc l 7 <br />9/ 1.35 <br />CB 103 <br />RIM=910.20 <br />INV(NW,SE)=906.00 <br />tcc <br />9� 1.55 <br />9 <br />9/ 1.42 <br />O <br />91 2.06 <br />0 <br />CONSTRUCTION LIMITS <br />tcc <br />36.00 <br />tcc <br />912.15 <br />911.73 <br />911.57 <br />5emaphor <br />tcc <br />9/2.2 <br />g/ tcc <br />911.95911.95 <br />tec <br />912.0 <br />tcc <br />9/ 1.92 <br />tcc <br />NORTH LINE OF THE SOUTH 15 ACRES OF THE NW 1/4 OF THE NW 1/4 OF SEC. 5 <br />Road Utility Easement per doc. <br />tcc <br />9/ 1.25 <br />Light <br />▪ 1,9 FoJe <br />9/2.26 <br />tcc <br />9/ 1.67 <br />9/ <br />9/ /.7/ <br />CB 102 <br />RIM=909.45 <br />INV(NW,SE)=905.82 <br />\ 911.1 <br />0 <br />O <br />CONNECT TO EXISTING <br />STORM STRUCTURE <br />EX CB 101 <br />RIM=908.50 <br />INV(NW,SE)=905.50 <br />\ \ & <br />.'")&\ 9/ /.\ <br />0 <br />BRONSON DRIVE <br />no. 2752953 <br />9/ <br />ve r238d <br />_A( <br />\ x 909 / 0 0�, <br />V A Cattr 5aein L?0,, <br />m9P2 <br />909 9 \ my=902.67 cD <br />\ x <br />909.E \ 90 <br />909.55 <br />\ x <br />x900.2 <br />910.3 <br />c5'g 'O.63 <br />\LLiight <br />l 2"ID/P Waterman <br />N 89°47'36" E 18.01 <br />FFE=911.00 <br />EX CB 100 <br />RIM=906.10 <br />INV(NW,N)=903.00 <br />CB 104 <br />RIM=909.33 <br />INV(NW,SE)=906.30 <br />909. <br />x <br />x909.6 <br />>9'09.0 <br />905.5 <br />x905.6 <br />water valve <br />909.26 <br />w <br />- 909.33 <br />Tr sh E +fie 9 , <br />water valveN <br />tcc <br />Mag Nail 905.4 905.70 <br />Power <br />\Pole <br />90 /7-1 <br />�I <br />lrrng. ton valves x <br />U DERGROUNDI <br />905.5 ARM CHAMBER' <br />lo,x » <br />0ex905.5x905.9. <br />w e-9)93.0 •x 905.6 <br />�x9O�J <br />- 55-/ II <br />rim=905.-64 <br />���_ v �01.29 <br />� nv 5=,0c <br />16" orifice oa <br />-1907.7 <br />x908.5 <br />\ x909.0 <br />\909.0 <br />\09. <br />x <br />O <br />0 <br />Power <br />Pole <br />I <br />c <br />05.45 <br />concrete curb <br />c <br />water valve CI' <br />907.9 <br />w <br />07.06 <br />tcc <br />eight <br />I I <br />t <br />x <br />lI <br />II <br />907.9I <br />907.6 <br />x <br />907.5 <br />x <br />x05.2 <br />98.0 <br />907.9 <br />79 <br />Mag Na,/ <br />9u_,9 <br />• \ \ 906. 1 <br />\ 906.4 <br />N <br />(oI /N <br />� <br />-----_ <br />/90 / �,\� <br />I (Do3 <br />( , 902.4 <br />/ 902.3 <br />x <br />I 902". 6 <br />I �xv <br />909.0 \ / <br />v vy v v,/ <br />06.64 <br />cc <br />06.46 <br />906.5 <br />907.5 <br />907.5 <br />x <br />PRESERVE UNDERGROUND <br />STORM CHAMBER <br />907.0 <br />905.5 <br />905.7 <br />905.7 <br />LEGEND <br />830 <br />830 <br />X <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />EXISTING CURB & GUTTER <br />PROPOSED CURB & GUTTER <br />EXISTING STORM SEWER <br />PROPOSED STORM SEWER <br />EXISTING WATERMAIN <br />PROPOSED WATERMAIN <br />EXISTING BITUMINOUS PAVEMENT <br />PROPOSED BITUMINOUS PAVEMENT <br />EXISTING FENCE <br />EXISTING TREE <br />EXISTING SIGN <br />PROPOSED SIGN <br />EXISTING HYDRANT <br />PROPOSED HYDRANT <br />PROPOSED GATE VALVE <br />EXISTING CATCH BASIN <br />EXISTING STORM MANHOLE <br />PROPOSED STORM MANHOLE <br />EXISTING SANITARY MANHOLE <br />2.00% PROPOSED SLOPE <br />- e- HP 910.00 PROPOSED HIGH POINT <br />- e- MP 910.00 PROPOSED MATCH POINT <br />- e- LP 910.00 PROPOSED LOW POINT <br />- e- TS 910.00 PROPOSED TOP OF SLAB <br />0 910.00 PROPOSED GUTTER LINE <br />FINISHED GROUND ELEVATION <br />0 <br />20 <br />40 <br />SCALE IN <br />FEET <br />DESIGNED BY: <br />JAP <br />DRAWN BY: <br />JRD <br />CHECKED BY: <br />GRP <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THEAWS OF THE STATE <br />OF MINNESOTA. N R <br />M� <br />PRE L I <br />JEFFREY A. PRASCH, P.E. <br />DATE: 12.11.19 LIC. NO.: 52706 <br />REVISIONS <br />DEMARC <br />LAND SURVEYING & ENGINEERING <br />7601 73RD AVENUE N, BROOKLYN PARK, MN 55428 <br />PHONE: 763.560.3093 FAX: 763.560.3522 <br />www.Demarclnc.com <br />DESIGN RESOURCES GROUP <br />4265 45TH STREET SOUTH, SUITE 200 <br />FARGO, NORTH DAKOTA 58104 <br />701.356.8888 <br />TOMMY CAR WASH <br />2525 MOUNDS VIEW BOULEVARD <br />MOUNDS VIEW, MINNESOTA <br />PRELIMINARY GRADING & <br />DRAINAGE PLAN <br />PROJECT: 88807 <br />SHEET NO. <br />Cl OF Cl <br />