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2021.03.15 CC Packet
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2021.03.15 CC Packet
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3/15/2021 9:43:36 AM
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City Council
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Agenda/Packets
Meeting Date
3/15/2021
Meeting Type
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EX CBMH 196 <br />EX CBMH 197 <br />EX CBMH 205 <br />CONNECT TO <br />EX. STORM <br />IE = 933.39 <br />STMH 609 <br />CBMH 612 <br />CB 613 <br />STMH 501 <br />STMH 502 <br />CBMH 503 <br />STMH 510 <br />STMH 505 <br />CB 504 <br />CBMH 511 <br />CB 512 <br />SURMOUNTABLE CURB & GUTTER (TYP.) <br />5' CONC. SIDEWALK <br />1' INSIDE ROW <br />54'ROW30'B-BADJUST GV CASTING (TYP.) <br />ADJUST MH CASTING (TYP.) <br />PED. RAMP (TYP.)R20'MATCH EXISTING BIT. APRON <br />@ STA ±24+50 <br />4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 8SEE SHEET 8SEE SHEET 9SEE SHEET 9EX CB 5805 <br />EX CBMH 5804EX CBMH 5803 <br />EX CBH 5802 <br />EX CBMH 5801 <br />EX FES 5800 <br />131ST STREET N | GENEVA AVE N (STREET 8) <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />915 <br />920 <br />925 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50941.39941.30941.59941.89942.19942.10941.80941.50941.20940.97941.20941.50941.80941.61941.01940.41939.81939.26939.24939.54939.61938.71937.71936.71935.71934.71933.7950.00' VC <br />H.P. ELEV = 942.22 <br />H.P. STA = 14+17.00 <br />PVI STA = 14+17.00 <br />PVI ELEV = 942.30 <br />A.D. = -1.20% <br />K = 41.67 <br />PVC = 13+92.00 <br />PVT = 14+42.00 <br />ELEV = 942.15 <br />ELEV = 942.15 <br />50.00' VC <br />H.P. ELEV = 941.84 <br />H.P. STA = 18+14.67 <br />PVI STA = 18+23.00 <br />PVI ELEV = 941.94 <br />A.D. = -1.80% <br />K = 27.78 <br />PVC = 17+98.00 <br />PVT = 18+48.00 <br />ELEV = 941.79 <br />ELEV = 941.64 <br />50.00' VC <br />H.P. ELEV = 939.70 <br />H.P. STA = 21+81.54 <br />PVI STA = 21+95.00 <br />PVI ELEV = 939.81 <br />A.D. = -2.60% <br />K = 19.23 <br />PVC = 21+70.00 <br />PVT = 22+20.00 <br />ELEV = 939.66 <br />ELEV = 939.31 <br />PVI STA = 24+70.00 <br />PVI ELEV = 934.31 <br />PVI STA = 24+90.00 <br />PVI ELEV = 933.61 <br />PVI STA = 25+02.25 <br />PVI ELEV = 933.83 <br />50.00' VC <br />L.P. ELEV = 941.27 <br />L.P. STA = 12+33.00 <br />PVI STA = 12+33.00 <br />PVI ELEV = 941.19 <br />A.D. = 1.20% <br />K = 41.67 <br />PVC = 12+08.00 <br />PVT = 12+58.00 <br />ELEV = 941.34 <br />ELEV = 941.34 <br />50.00' VC <br />L.P. ELEV = 940.97 <br />L.P. STA = 16+50.00 <br />PVI STA = 16+50.00 <br />PVI ELEV = 940.90 <br />A.D. = 1.20% <br />K = 41.67 <br />PVC = 16+25.00 <br />PVT = 16+75.00 <br />ELEV = 941.05 <br />ELEV = 941.05 <br />70.00' VC <br />L.P. ELEV = 939.17 <br />L.P. STA = 20+76.67 <br />PVI STA = 20+65.00 <br />PVI ELEV = 939.03 <br />A.D. = 1.80% <br />K = 38.89 <br />PVC = 20+30.00 <br />PVT = 21+00.00 <br />ELEV = 939.45 <br />ELEV = 939.240.60% <br />-1.20% <br />0.60% <br />-0.60%0.60% <br />-2.00% <br />-3.5 <br />1 <br />% <br />1.80% <br />EX CBMH 197 <br />IE (E) = 930.82 <br />IE (W) = 930.65 <br />IE (N) = 930.53 <br />STA 12+33 <br />RE = 940.40 <br />D = 9.87 <br />19' - 15" STORM <br />@ 1.60% <br />EX CBMH 205 <br />IE (E) = 933.33 <br />IE (S) = 931.32 <br />IE (W) = 931.12 <br />STA 12+51 <br />RE = 940.64 <br />D = 9.52 <br />10' - 18" STORM <br />@ 0.60% <br />CONNECT TO <br />EX. STORM <br />IE = 933.39 <br />146' - 18" RCP <br />CL 5 @ 0.60% <br />STMH 609 <br />IE (E) = 935.60 <br />IE (S) = 934.46 <br />IE (W) = 934.26 <br />STA 14+07 <br />RE = 941.95 <br />D = 7.69 <br />241' - 15" RCP <br />CL 5 @ 0.35%CBMH 612 <br />IE (W) = 936.45 <br />IE (N) = 936.44 <br />STA 16+50 <br />RE = 940.57 <br />D = 4.13 <br />STMH 501 <br />IE (E) = 931.46 <br />IE (N) = 931.46 <br />STA 17+34 <br />RE = 941.15 <br />D = 9.69 <br />215' - 18" RCP <br />CL 5 @ 0.60% <br />STMH 502 <br />IE (W) = 932.76 <br />IE (E) = 932.76 <br />STA 19+50 <br />RE = 940.16 <br />D = 7.40 <br />119' - 18" RCP <br />CL 5 @ 0.60% <br />CBMH 503 <br />IE (NE) = 934.64 <br />IE (SE) = 933.67 <br />IE (W) = 933.47 <br />STA 20+77 <br />RE = 938.77 <br />D = 5.30 <br />34' - 15" RCP <br />CL 5 @ 0.75% <br />STMH 510 <br />IE (NW) = 934.16 <br />IE (S) = 934.16 <br />STA 21+82 <br />RE = 939.45 <br />D = 5.29 <br />79' - 15" RCP <br />CL 5 @ 0.35% <br />CBMH 511 <br />IE (N) = 934.43 <br />IE (E) = 934.43 <br />STA 22+65 <br />RE = 938.02 <br />D = 3.59 <br />25' - 15" RCP <br />CL 5 @ 0.50% <br />CB 613 <br />IE (S) = 936.57 <br />STA 16+50 <br />RE = 940.57 <br />D = 4.00 <br />CBMH 612 <br />(SEE ABOVE) <br />25' - 15" RCP <br />CL 5 @ 0.50% <br />CB 504 <br />IE (SW) = 934.77 <br />STA 20+77 <br />RE = 938.77 <br />D = 4.00 <br />CBMH 503 <br />(SEE ABOVE) <br />25' - 15" RCP <br />CL 5 @ 0.35% <br />CB 512 <br />IE (W) = 934.52 <br />STA 22+65 <br />RE = 938.02 <br />D = 3.50 <br />CBMH 511 <br />(SEE BELOW) <br />PROPOSED ℄ GRADE (TYP.) <br />PROPOSED ℄ SUBGRADE (TYP.) <br />65' - 15" RCP <br />CL 5 @ 0.35% <br />STMH 505 <br />IE (SE) = 933.93 <br />IE (NE) = 934.19 <br />IE (NW) = 933.93 <br />STA 21+13 <br />RE = 939.07 <br />D = 5.14 <br />EX CBMH 5803 <br />IE (E) = 929.56 <br />IE (SW) = 929.56 <br /><XREF uninitialized> <br />RE = 934.00 <br />D = 4.44 <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 />7 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
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