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CB 551 CBMH 550 EX CBMH 5907 EX STMH 5901 <br />EX FES 5900 <br />SEE SHEET 7 <br />EX CBMH 5905 <br />EX CBMH 5906 <br />500 - 501 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />-0+50 0+00 1+00 2+00 2+50 <br />FES 500 <br />IE = 930.50 <br />183' - 18" RCP <br />CL 5 @ 0.53% <br />STMH 501 <br />IE (E) = 931.46 <br />IE (N) = 931.46 <br />STA 1+83 <br />RE = 941.15 <br />D = 9.69 <br />EX 5900 - 551 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />-0+500+001+002+003+004+004+50 <br />520 - 522 <br />920 <br />925 <br />930 <br />935 <br />940 <br />920 <br />925 <br />930 <br />935 <br />940 <br />-1+00 0+00 1+00 1+50 <br />FES 520 <br />IE = 930.38 <br />24' - 18" RCP <br />CL 5 @ 0.50% <br />OCS 521 <br />IE (NW) = 930.50 <br />IE (SE) = 929.50 <br />STA 0+24 <br />RE HIGH = 935.00 <br />RE LOW = 934.00 <br />TW = 931.40 <br />6" ORIFICE = 930.50 <br />D = 4.50 <br />28' - 18" RCP <br />CL 5 @ -7.14% <br />FES 522 <br />IE = 927.50 <br />EX FES 5900 <br />IE = 928.7334' - 15" STORM <br />@ 0.50% <br />EX CBMH 5907 <br />IE (S) = 929.82 <br />IE (N) = 929.82 <br />STA 0+98 <br />RE = 933.32 <br />D = 3.50 <br />200' - 15" RCP <br />CL 5 @ 1.03% <br />CBMH 550 <br />IE (N) = 931.87 <br />IE (S) = 931.87 <br />STA 2+98 <br />RE = 936.00 <br />D = 4.13 <br />85' - 15" RCP <br />CL 5 @ 0.50% <br />CB 551 <br />IE (S) = 932.30 <br />STA 3+83 <br />RE = 936.30 <br />D = 4.00 <br />29' - 18" STORM <br />@ 0.36% <br />EX STMH 5901 <br />IE (N) = 929.47 <br />IE (SW) = 928.84 <br />STA 0+29 <br />RE = 933.68 <br />D = 4.84 <br />EX CBMH 5906 <br />IE (N) = 929.65 <br />IE (S) = 929.65 <br />STA 0+64 <br />RE = 935.02 <br />D = 5.37 <br />EX CBMH 5905 <br />IE (N) = 929.51 <br />IE (S) = 929.51 <br />STA 0+38 <br />RE = 935.02 <br />D = 5.51 <br />26' - 15" STORM <br />@ 0.52% <br />9' - 15" STORM <br />@ 0.50% <br />STMH 501 <br />FES 500 <br />3.6 CY CL3 RIPRAP <br />1.8 CY GRANULAR FILTERFES 522 <br />OCS 521FES 520 <br />3.6 CY CL3 RIPRAP <br />1.8 CY GRANULAR FILTER SEE SHEET 7Sheet: <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\0008463.06STF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />9 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Storm Sewer Construction <br />Plan <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