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2.0%2.0%2.0%2.0%2.0%1.3% <br />2. <br />0 <br />% <br />2. <br />0 <br />%1.5%1.5% <br />938.91 <br />938.80 <br />939.20 <br />938.91 <br />939.38 <br />939.09 <br />938.80 <br />939.26 <br />939.56 <br />939.26 <br />939.08 <br />938.93 <br />939.02 <br />938.91 <br />939.00GENEVA AVENUE N.13 <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br /> <br />N <br />.1.5%1 .6 % <br />0.6% <br />Sheet: <br />Revisions: <br />OF <br />Record Drawing by/date: <br />Drawn: <br />Checked: <br />Designed: <br />Date:License No. <br />Date: <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 <br />I hereby certify that this plan was prepared by me or under my direct <br />supervision and that I am a duly licensed PROFESSIONAL ENGINEER <br />under the laws of the State of Minnesota. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06INF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />10 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Intersection Details <br />Hugo, MN <br />01/15/21 <br />Adelaide Landing 6th <br />Addition ADELAIDE LANDING 6TH ADDITION 11.9 <br />0 <br />GENERAL NOTES <br />RADIUS TO BE B618 C. & G. WITH 10' TRANSITION <br />FROM SURMOUNTABLE CURB. <br />DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. <br />ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE <br />NOTED. <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED END <br />SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE TRASH <br />GUARDS. <br />CASTING NOTES <br />CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' <br />BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE <br />SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL <br />DISTANCE TO THE WATERMAIN SHALL BE <br />CONSTRUCTED WITH POURED INPLACE INVERT & <br />SHALL UTILIZE WATER STOP GROUTING RINGS <br />NOTE <br />THE VERTICAL DATUM OF THIS PLAN IS BASED ON <br />THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US <br />SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM