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0121089 1090 1091 1092 1093 1093+50.00 <br />2089 2090 2091 2092 2093 2093+50.00 <br />0 <br />1 1+60.0001 <br />1+95.00011+70.00 <br />0 <br />11+94.99WILLOW DR.SPEEDWAY <br />2400 <br />WELLNESS <br />HEALTH & <br />ALIGN <br />2399 <br />OTTEN BROS. <br />2350 <br />5066 <br />5065 <br />5064 <br />5078 <br />5077 <br />5076 <br />5075 <br />5209 <br />5060 <br />5061 <br />5062 <br />5063 <br />5075A <br />5503 <br />5507 <br />5502 <br />5515 <br />2 <br />2 <br />2 <br />2 <br />C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE10 <br />SHEET <br />LAST REVISION: <br />CHECKED BY: <br />CAD BY: <br />DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> LICENSE NO.DATE <br />XX/XX/2022 <br /> ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER <br />48041 <br />264 <br /> <br />HENNEPIN COUNTY PROJECT 2091103 <br /> <br />C.S.A.H. 112 <br />S.A.P. 152-101-017, S.A.P. 027-712-003 <br />J.LABAT <br />J. LABAT <br />A. MCGOVERN <br />SUPERELEVATION AND DRAINAGE PLAN <br />135134MATCH TO SHEET136MATCH TO SHEET <br />ICB <br />149 <br />ICB <br />150 <br />ICB <br />161 <br />IN <br />157 <br />ICB <br />155 <br />IMH <br />156 <br />ICB <br />160 <br />IMH <br />159 <br />CONSTRUCTION LIMITS <br />4" PERF PIPE <br />PROPOSED STORM SEWER <br />SUPERELEVATION TRANSITION <br />MANHOLE <br />CATCH BASIN <br />FLOW DIRECTION <br />HIGH / LOW POINT <br />SOD (TYPE LAWN) <br />95% PLANS <br />INPLACE STORM SEWER <br />TRANSITION <br />SUPERELEVATION <br />CONSTRUCTION LIMITS <br />4" TP PIPE DRAIN <br />PROPOSED STORM SEWER <br />SURFACE FLOW DIRECTION <br />FILTER BERM <br />RIPRAP <br />ICB <br />XXX <br />LABEL <br />PROP. STRUCTURE <br />LABEL <br />EX. STRUCTURE <br />EX. APRON <br />PROP. APRON <br />EX. MANHOLESPECIAL 2 <br />DRAIN STRUC DES <br />6" TP PIPE DRAIN PROP. CATCH BASIN <br />PROP. MANHOLE <br />PROP. CURB CUT <br />EX. CATCH BASIN <br />DRAINAGE STRUC. <br />CONNECT INTO EX. <br />STORM SEWER <br />CONNECT TO EX. <br />1 <br />2 <br />DELINEATED WETLAND <br />GRASS PAVER <br />PROP. CLEANOUT <br />SUPERELEVATION & DRAINAGE PLAN LEGEND <br />FILTRATION SECTION <br />AT THE ALIGNMENT. <br />LOW POINT AND HIGH POINT LABELS ARE <br />SHOULDER, WALK, AND TRAIL DIMENSIONS. <br />SEE CONSTRUCTION PLANS FOR LANE, <br />GENERAL NOTES: <br />0' <br />SCALE <br />'50'25 <br />+17.02.012.005.02.005.015.015.017.012.022+64.9+84.8+02+52+50.3+60.3+50.5+00STA. 0+97 <br />S.A.P. 152-101-017 <br />S.A.P. 027-712-033 <br />CP NO. 2091103 <br />BEG WILLOW DR. <br />STA. 1093+00.00 <br />S.A.P. 027-712-003 <br />CP NO. 2091103 <br />END. CSAH 112 <br />296