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CB 203 <br />CB 206 <br />CONNECT TO <br />EX. STORM <br />IE = 929.53 <br />CONNECT TO <br />EX. STORM <br />IE = 937.95 <br />EX CBMH 205-2 <br />EX CBMH 202 <br />EX CBMH 201 <br />EX STMH 204 <br />EX CBMH 211 <br />EX STMH 213 <br />EX CB 212 <br />ADJUST MH CASTING (TYP.)30'B-B50'ROWR50'R60'REMOVE & SALVAGE BARRICADES <br />BEGIN STREET CONSTRUCTION <br />@ STA 1+37 <br />SURMOUNTABLE CURB & GUTTER (TYP.) <br />FLINT CIR N (STREET 4) <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />0+001+002+003+004+005+006+007+008+00 940.72941.02941.32941.63941.93942.23942.53942.83943.14943.44943.66943.38943.0150.00' VC <br />H.P. ELEV = 943.66 <br />H.P. STA = 5+97.68 <br />PVI STA = 6+00.00 <br />PVI ELEV = 943.74 <br />A.D. = -1.33% <br />K = 37.55 <br />PVC = 5+75.00 <br />PVT = 6+25.00 <br />ELEV = 943.59 <br />ELEV = 943.56 <br />PVI STA = 1+00.00 <br />PVI ELEV = 940.72 <br />PVI STA = 7+47.06 <br />PVI ELEV = 942.67 <br />-0.73% <br />0.60% <br />EX CBMH 202 <br />(SEE LEFT) <br />8' - 15" STORM <br />@ 1.00% <br />17' - 15" RCP <br />CL 5 @ 1.00%CB 203 <br />IE (W) = 938.12 <br />STA 3+98 <br />RE = 942.12 <br />D = 4.00 <br />EX 205 - 206 <br />920 <br />925 <br />930 <br />935 <br />940 <br />920 <br />925 <br />930 <br />935 <br />940 <br />-0+500+001+002+00 <br />EX CBMH 205-2 <br />IE (SE) = 929.57 <br />IE (N) = 929.49 <br />IE (NW) = 929.29 <br />STA 0+00 <br />RE = 934.30 <br />D = 5.01 <br />8' - 15" STORM <br />@ 0.50% <br />CONNECT TO <br />EX. STORM <br />IE = 929.53 <br />155' - 15" RCP <br />CL 5 @ 0.50%CB 206 <br />IE (S) = 930.30 <br />STA 1+63 <br />RE = 934.30 <br />D = 4.00 <br />EX STMH 213 <br />IE (SE) = 934.10 <br />IE (NE) = 934.10 <br />STA 0+89 <br />RE = 940.45 <br />D = 6.35 <br />EX CBMH 211 <br />IE (SE) = 936.30 <br />IE (NE) = 933.87 <br />IE (SW) = 933.87 <br />STA 1+36 <br />RE = 940.54 <br />D = 6.67 <br />46' - 15" STORM <br />@ 0.50% <br />116' - 15" STORM <br />@ 0.50% <br />EX STMH 204 <br />IE (SW) = 933.29 <br />IE (SE) = 928.81 <br />IE (N) = 928.61 <br />STA 2+57 <br />RE = 941.42 <br />D = 12.81 <br />139' - 21" STORM <br />@ 0.28%EX CBMH 202 <br />IE (E) = 937.87 <br />IE (S) = 928.22 <br />IE (NE) = 928.22 <br />STA 3+98 <br />RE = 942.12 <br />D = 13.90 <br />169' - 21" STORM <br />@ 0.28% <br />EX CBMH 201 <br />IE (N) = 927.75 <br />IE (SW) = 927.75 <br />STA 5+82 <br />RE = 943.37 <br />D = 15.62 <br />CONNECT TO <br />EX. STORM <br />IE = 937.95 <br />PROPOSED ℄ GRADE (TYP.) <br />PROPOSED ℄ SUBGRADE (TYP.) <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\0008463.06STF01.DWGLatest Revision Date: 01/15/21 <br />CONSTRUCTION PLANS <br />6 14 <br />St. Louis Park, MN 55416 <br />OP5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />Street and Storm Sewer <br />Construction 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