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Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />c 2020 Westwood Professional Services, Inc. <br />19 <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />i <br />135TH STREET NORTH <br />..'It <br />....� <br />.� <br />.� <br />._6 <br />__6 <br />00 <br />L0 <br />.o <br />LO <br />L0 <br />L0 <br />0 <br />_t.CA <br />r7.M <br />".l- <br />u7.0 <br />00.r- <br />00.C14 <br />Cp.00 <br />p.LO <br />-t co <br />C) <br />� (V <br />(D 00 <br />(6-00 <br />ifs 0i <br />CA <br />rr)C5 <br />"'-0i <br />cV O) <br />06 <br />- 06 <br />606 <br />0,06 <br />O Ci <br />ff)-) <br />r') tM <br />r M <br />r-'t <br />ro-te) <br />N-) tM <br />r)-tM <br />r) NM <br />r')_NM <br />r) NM <br />r'-)-Pr) <br />O� CA <br />ODdA <br />07) CA <br />O3 CA <br />Oi)dn <br />O3 Cn <br />CD-0 <br />O3 M <br />CD-0 <br />O3 dM <br />CD-0 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . <br />60.00' VC <br />. . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . <br />H.P. ELEV <br />= 940.01 <br />60.00' VC <br />H.P. STA = <br />15+50.99 <br />L.P. ELEV = 938.49 <br />29' — 15" RCP <br />PVf 'STA' = <br />15+50:00 ...................... <br />L.P: 'STA. _ .13+39:75 ............... <br />....... <br />CL 5 ®1.00%....... . <br />. . . ... . . . . . . ... . . . ... . . . . PVI ELEV <br />= 940.14 <br />... . . . PVI : STA = 13+45.00 <br />. . . ... . . . . . . ... . . . . . . . . . ... .A.D. <br />= =1.65% . . . . . <br />. . . . . . . PVI ELEV = 938.38 . . . . <br />... . . . . . . . . . <br />. K = 36.27. <br />. A.D. = 1.45% <br />CB 320 . <br />. . . ... . . . . . . ... . . . . . . . . . . <br />PVC = <br />. ... . . <br />15+20.00 <br />. . . . . . ... . . . . . . <br />K = 41.25 <br />. . . . <br />STA 13+40 <br />. . . . . . . . . . . . . . ... . . . _ <br />PVT <br />... . . <br />15+80 00 <br />. . . . . .. = . . . <br />PVC 13+15 00 :CBMH 319 <br />= <br />RE 938 05 <br />.................. ................................EL <br />ELEV- <br />= 939:88 <br />........ ....... <br />PVT = 13+75:00 (SEE BELOW) <br />IE (SW). _ ...... <br />934:05 <br />.PVI STA = 1.7+80.77. . . . ... . . ELEV <br />= 939.90 <br />. ELEV = 938.56 <br />D = 4.00 <br />PVI ELEV = 938.29 <br />. . . ... . . . . . . ... . . . . . . . . . ... . . . <br />. . . ... . . . . . ... . . . ... . . . ... . . . <br />. . . . . . . . . <br />... . . . . . <br />ELEV = 938.64 r - - <br />. . . . . . . ... . . . . . . . . . . . . . . . . <br />. ... . . . ... . . . ... . . . . . . . ... . <br />. . ... . . . . . . . . . <br />. . ... . . . ... . . <br />....................................................... <br />—0.80% <br />................................i....................................... <br />0.85% <br />—0.60% <br />:. <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8' : — 15 RCP. . . . <br />_ — — . . . . . . . . . . . . L . . . . . . <br />........................... . <br />. . . . . . . . . . . ... . . . . . . — . ---- CBMH 319 . . . . . . <br />-' �. STA 13+40 : 214' — 15" RCP <br />CBMH 323 _ �—938.05 CL 5 ® 0.50%: <br />STA 17+44 <br />IE (NE) 937 <br />.RE = .938.15 ............................ ..............................IE (SE) = 933:76 .... _ — <br />IE(E) = 929..57 . ... . . . ... . . . . . . . . . . . <br />I.E (NW) _ .929.5.7 . . . . . . . . . . D = 4.. ... . . . . . . . . . . . . <br />D=858 <br />. ........... . . .......... . ........... <br />CBMH 318 <br />. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... STA 13+32 . . . . . . . . <br />.................. ..............................................................................................RE .=. ...938..06............................ <br />IE (E) = 933.72 <br />IE (NW) 933.72 <br />D=4.34 <br />Waal <br />MA <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender <br />Datic 01/14/20 11cenae No, 43358 <br />iL <br />491 <br />14 <br />13 <br />im Prepared for: <br />�ed: am <br />Drawn: crY <br />Record Drawing by/date: <br />12 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE ELEVATION <br />�19� AT INTERSECTIONS <br />ALL RCP SHALL BE CLASS 5, <br />UNLESS OTHERWISE NOTED <br />PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE <br />TRASH GUARDS. <br />CASTING NOTE: <br />CATCH BASIN CASTINGS SHALL BE SUMPED <br />0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />ALL CB, CBMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAIN <br />SHALL BE CONSTRUCTED WITH POURED <br />INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />NOTE: <br />THE VERTICAL DATUM OF THIS PLAN IS BASED <br />ON THE NGVD 1929 ADJUSTED GEODETIC <br />DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />1 0 1 !1 <br />0' 50' 100' 150' <br />Latest Revision Date: 01/14/20 <br />0008463.05STF02A.dwg <br />Date: 01/09/20 Sheet: 10 OF 20 <br />Adelaide Landing <br />5th Addition Street and Storm Sewer <br />Construction Plan <br />MI <br />