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C2017 Westwood Professional Services, Inc. <br />N <br />Cl) <br />t \ <br />960 <br />a <br />r� <br />an <br />�M <br />cV <br />T <br />win <br />--- <br />I <br />............... <br />K.=.40..75- <br />.. .CB -70A... I.. ... ...... .. ..... <br />.. <br />Adelaide <br />oe2t 07/14/17 6heee 13 OF 23 <br />LIMITS OF PHASE 1 <br />RE = 935.95 <br />Storm Sewer <br />Construction <br />STREET & UTILITY <br />Plan <br />CONSTRUCTION ITYP) <br />C9 <br />U.) — <br />-- <br />-- - <br />� <br />0 <br />\ <br />'St1RMOUNTABLE C CRETE- <br />GUTTER {TYPI); <br />I <br />.- <br />SEE 0 <br />•TAIL, SHEET 23 <br />..... ..... ...... <br />.. <br />: <br />_ r <br />L <br />NM <br />945 <br />m <br />o <br />o <br />o <br />0) <br />90 <br />a <br />+ - 0 <br />3 2 N <br />n l <br />M - 1 __....._ __......_ <br />._................. <br />......._. <br />rte` <br />f <br />- <br />_._ r _..........._ <br />..... .............................C-4 <br />-- - <br />► <br />j <br />a <br />3 <br />F <br />OD <br />J <br />> <br />PROPOSED C/L GRADE (TYP.) <br />'D2 <br />a <br />M <br />- <br />FES -71 OU%1.OT F <br />CBMH-7 "- <br />` 1 <br />-, <br />II <br />II <br />w <br />o <br />-71A <br />_ <br />940 <br />> <br />> PROPOSED C/L SUBGRADE (TYP.) <br />j <br />ow <br />> <br />........ <br />.. ..... v <br />C01 - <br />w <br />r' <br />ADJUST MH AOJ<IST G.V. (TYP.)-...... <br />a <br />J <br />CLQ <br />CASTING (TYP.._ <br />o_ <br />- <br />..... ..... ._...... r <br />' 0.60% <br />U -)a <br />-D.63% <br />935 <br />130TH WAY <br />NORTH <br />31' — 15" RCP- <br />o :0 0 <br />mY NJ� NO <br /><rl an MOD <br />MM MM MM <br />In I,) m-) <br />:o :o <br />NM µN] M.O <br />'.0 - �m '� <br />MM MM r'].M <br />rnm In anm <br />ro r <br />Of0 ca.M <br />�n "n <br />�M �M <br />m rl <br />to <br />Oto <br />.^ <br />N1M <br />rnrn <br />:in M <br />u7.r, t0� <br />Nie Nlp <br />MM MM <br />o+.rn rno1 <br />... .. .. <br />. . .. . . . . .......... <br />H.P. ELEV = 938.38 <br />.-..........-... <br />25' - 15" RCP <br />..... <br />34'.-;15", RCP <br />H.P. STA = 3+25.52 <br />CL 5 ® 0.48% <br />PVI: STA = 3+26.00 <br />- <br />CL 55_0.35% <br />CI- 5 ®0.36% <br />PVI ELEV = 938.46 <br />`' <br />FES -71- <br />A.D. _ -1.23% <br />- CBMH-70 <br />--- <br />............... <br />K.=.40..75- <br />.. .CB -70A... I.. ... ...... .. ..... <br />.. <br />Adelaide <br />oe2t 07/14/17 6heee 13 OF 23 <br />.50.00' VC <br />RE = 935.95 <br />Storm Sewer <br />Construction <br />Hugo, ASN <br />Plan <br />IE (E) = 931.95 - <br />0 <br />� <br />gM <br />L <br />NM <br />945 <br />m <br />o <br />o <br />o <br />90 <br />a <br />II <br />0 <br />M <br />'+ <br />M <br />m <br />II <br />> <br />PROPOSED C/L GRADE (TYP.) <br />M <br />a <br />M <br />m. <br />- n <br />w <br />II <br />II <br />w <br />o <br />u <br />940 <br />> <br />> PROPOSED C/L SUBGRADE (TYP.) <br />j <br />> <br />w <br />rn <br />w <br />a <br />o_ <br />o_ <br />' 0.60% <br />-D.63% <br />935 <br />31' — 15" RCP- <br />:...y ...-__ .-..........�_..—.. <br />-�--- <br />.CL�_5-®.0:48%. <br />.......156'-.15"RCP...:.. <br />34'.-;15", RCP <br />CL 55_0.35% <br />CI- 5 ®0.36% <br />`' <br />FES -71- <br />- <br />/rT <br />\`�-----���----- <br />IE = 932.50 <br />EXISTING GROUND (TYP. <br />__ -- CH- <br />BM 71A CBMH-70 <br />- <br />-930 <br />.. RE .= .936.93. - . RE .=.935.95... <br />CBMH-73 <br />RE' _' ' <br />IE (S) = 932.35 IE (W) _ _ _ 931.83 <br />-IE <br />_931 <br />(S) - 31.fi8 <br />IE (E) = 932.35 IE (N) = 931.80 <br />IE (NW) _= 931.68 <br />IE (SE) 931-.80 _ <br />925 <br />920 <br />— <br />0 <br />1 2 <br />3 <br />4 5 6 <br />7 <br />Wftstvvood MC , _ ma tm I ft hd . P8(@�ONAf. Prnpared for. <br />HiCIN� uvdv W Owe d W SIe6e d YleeeMa 9/22/17 CItY Canmmta �� Qm <br />Phone (952193]-5150 ]699Ana9ram DNve --— - C'tm- <br />Fax (952( 93]-5822 Eden Prairie, MN 55364 - Vn 9Fe <br />Ta Pres (939)93]-515. wenwe9dpcom John ink — _.�.. <br />WwWood Professional Serr InG - 4--d .1I 1Q/Nls <br />Dft __ mn4/17 ,.,om. Na 4� <br />925 <br />I <br />920 <br />8 <br />^10 <br />OF Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />SE 101115 Park, AIIV 55416 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Tall Free 1-600-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE 8618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE ELEVATION <br />+9a AT INTERSECTIONS <br />ALL RCPSHALLBE 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 />0' 50' 100' 150' <br />0008463STF03Awg <br />Adelaide <br />oe2t 07/14/17 6heee 13 OF 23 <br />Street and <br />Landing <br />Storm Sewer <br />Construction <br />Hugo, ASN <br />Plan <br />