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902.6902.3902.4905.7905.7906.4906.9907.5908.1908.8908.6908.8909.0909.0909.1909.0SignCatch Basinrim=908.50910.4908.9908.2909.5908.8908.9909.1Catch Basinrim=908.02908.7910.2909.6911.5909.3909.1SignSignEElectricManholerim=911.75911.6LightPole912.0911.9EElec.Meter910.6909.9909.6LightPole909.5909.6909.6909.6909.8910.0PowerPoleGuyAnchorGuyAnchorSignServ912.0Hydrant910.0911.6912.0911.1910.5910.0909.6909.6909.7909.7909.6SignSign909.5909.6909.9910.2910.3910.8911.0911.3911.5911.6910.9911.2911.7fdcSigntcc911.67tcc912.26tcc911.92tcc912.04tcc911.98tcc912.24tcc911.30912.03Tccbtcc912.18tcc912.06tcc911.88tcc911.79tcc911.74tcc911.64tcc911.10tcc911.28tcc910.98tcc910.95910.3Ccped908.4907.9907.5GuyAnchorPowerPolePowerPole907.8tcc908.45"908.3tcc908.70tcc909.33tcc909.75tcc910.19tcc910.63Sign911.8"910.3"910.6911.2911.1911.0909.8911.0910.1910.6911.0"909.7"909.4"909.1909.5910.3910.8910.9911.0912.0LightPoletcc907.06tcc906.64tcc906.46908.7907.9909.2909.0908.8907.7906.8906.1905.8907.0908.6907.9908.0908.2907.8907.6906.4905.9905.6905.6Catch Basinrim=906.10905.8906.1905.8908.8Wwmhrim=907.55909.0909.7909.9910.0910.0911.1910.9910.6910.4910.0910.0N 00°47'30" W 288.36 LightPoleN 50°09'30" W 287.26N 00°47'30" W 103.52 N 89°47'36" E 218.01concrete curb back of curb on property line Trash EnclosureBRONSON DRIVELONG LAKE ROADC O U N T Y H I G H W A Y 10Edge of bituminous roadwayB i t u m i n o u s P a t hB i t u m i n o u sP a t hC o n c r e t eO v e r h e a d W i r e sNORTH LINE OF THE SOUTH 15 ACRES OF THE NW 1/4 OF THE NW 1/4 OF SEC. 8WEST LINE OF THE NW 1/4 OF THE NW 1/4 OF SEC. 8, TWP. 30, R. 23NORTH LINE OF CO. STATE AID HIGHWAY No. 10254.0030.003636.00EAST LINE OF LONG LAKE ROAD PER COUNTY MAPS10 103CREATED PER DOC. No. 1326463Irrigation valveVault4012" DIP Watermain8" Sanitary Sewer6" PVC San.12" RCP18" RCP15" Storm possible water line as shown on plansSignpetro pipelinewater valvewater valvepetro pipelineRoad & Utility Easement per doc. no. 2752953Permanent Easement per doc. no. 2752957 Hydrantwater valvewater valvewater valveMag Nailinv=905.5inv(nw,n)=903.0inv=902.67inv=903.47OS-1rim=908.64inv N=901.29inv S=903.596" orifice = 903.79SemaphoreMag NailMag Nailgl910.14gl909.68gl909.26gl909.26gl910.51gl910.62gl910.91gl911.35gl911.42gl911.73gl911.57gl911.71gl911.98San Manholerim=911.84inv=901.69(plans)SUNDERGROUNDSTORM CHAMBER12" HD P E FFE=911.0091090991190890990991090991190 5 9 0 3 9 0 4 90 6 9 0 7 908909910 907 908 909 911 911911911910911 912913 9109109109109099119119119119119129139109089089 0 8 9 0 9 909909 9 1 1 830LEGENDEXISTING CONTOURPROPOSED CONTOUREXISTING CURB & GUTTERPROPOSED CURB & GUTTEREXISTING STORM SEWERPROPOSED STORM SEWEREXISTING BITUMINOUS PAVEMENTPROPOSED BITUMINOUS PAVEMENTEXISTING FENCEEXISTING TREEEXISTING SIGNPROPOSED SIGNEXISTING CATCH BASINEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING HYDRANTDSPROPOSED STORM MANHOLED830PROPOSED HIGH POINTPROPOSED MATCH POINTPROPOSED SLOPEPROPOSED GUTTER LINEFINISHED GROUND ELEVATIONMP 910.00LP 910.00HP 910.00910.002.00%PROPOSED LOW POINTPROPOSED TOP OF SLABTS 910.00EXISTING WATERMAINPROPOSED WATERMAINPROPOSED GATE VALVEPROPOSED HYDRANTSCALE IN FEET20040F:\survey\8-30-23 - ramsey\2525 mounds view blvd\02 Engineering - 88807\01 CAD\05 Sheet Files\Grading & Drainage Plan.dwg C1 OF C1DATE:LIC. NO.:SHEET NO.PROJECT: 88807REVISIONSDESIGNED BY:DRAWN BY:CHECKED BY:TOMMY CAR WASH2525 MOUNDS VIEW BOULEVARDMOUNDS VIEW, MINNESOTAPRELIMINARY GRADING &DRAINAGE PLANI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DESIGN RESOURCES GROUP4265 45TH STREET SOUTH, SUITE 200FARGO, NORTH DAKOTA 58104701.356.8888JEFFREY A. PRASCH, P.E.12.11.1952706JRDJAPGRP7601 73RD AVENUE N, BROOKLYN PARK, MN 55428PHONE: 763.560.3093 FAX: 763.560.3522www.DemarcInc.comP R E L I M I N A R YPRESERVE UNDERGROUNDSTORM CHAMBERCONSTRUCTION LIMITSEX CB 101RIM=908.50INV(NW,SE)=905.50EX CB 100RIM=906.10INV(NW,N)=903.00CONNECT TO EXISTINGSTORM STRUCTURECB 102RIM=909.45INV(NW,SE)=905.82CB 103RIM=910.20INV(NW,SE)=906.00CB 104RIM=909.33INV(NW,SE)=906.30104 LF 12" RCP @ 0.30%107 LF 12" RCP @ 0.30%70 LF 12" RCP @ 0.30%