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1074 1075 1076 1077 1078 1079 1080 1081 <br />2074 2075 2076 2077 2078 2079 2080 2081 <br />0 <br />11+30.0000+85.6501 1+30.91 <br />0 1 <br />CSAH 112 (WAYZATA BLVD) <br />LIVING <br />STONEBAY SENIOR <br />2635 <br />MORRIES <br />2605 <br />MORRIES <br />2605 <br />DEVELOPMENT LLC <br />DAHLSTROM <br />XXXX <br />LONG LAKE DOME LLC <br />2465 <br />5040 <br />5041 <br />5039 <br />5206 <br />5043 <br />5044 <br />5045 <br />5042 <br />5207 <br />5047 <br />5046 <br />5704 <br />5051 <br />5050 <br />5049 <br />5048 <br />5051A <br />5048A <br />5048B <br />5048C <br />5702 5703 <br />5508 <br />5501 <br />5509 <br />1014.94 <br />1080+65.75STA: <br />LOW POINT <br />1014.95 <br />2080+65.90STA: <br />LOW POINT <br />SENSITIVE AREA <br />ENVIRONMENTALLY <br />HW L = 1015.01 <br />NW L = 1009.00 <br />KELLEY POND <br />1 <br />CC-4 <br />CC-5CC-6CC-7 <br />C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE8 <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 />133 134MATCH TO SHEET132MATCH TO SHEETMATCH TO SHEET 136 <br />IMH <br />130 <br />OUT <br />137 <br />ICB <br />129 <br />ICB <br />128 <br />ICB <br />142 <br />OUT <br />131 <br />ICB <br />136 <br />OUT <br />138 <br />ICB <br />172 <br />ICB <br />173 <br />ICB <br />174 <br />OUT <br />142A <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)MORRIES ENT95% 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 />.005+44.5.026+25.1294