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a2017 Westwood Professional Services, Inc. <br />f , /nr E/ew5115i (l0 N <br />i7 <br />935 935 <br />930 930 <br />-FES-240 FES -241 <br />IE (S) = 928.50 - IE (N) = 928.50 <br />35' — 36° RCP CL 3 ® 0.00% i <br />925 1 I 925 <br />] Westwood <br />Ph. (952)937.5150 7699 Amg-06- <br />Fos (952)937-5822 Ed., Prairie, MN 55344 <br />Tal I— (999)937-5150 wmtn <br />eer..Mp <br />VJ,Awood hohsional Sen.kK Inc <br />b—y- <br />�7 m -1 m p .... p..pe.a q — a weds IIeddmc <br />-p � . , aery 9emea gar �mvAc <br />WJl'Q®t v.dee W Lam. of W Sut. at Iwnoe.o.a 9/22/17 qtY Cemmenla <br />Jolla Bender <br />Alt WA4M <br />8 <br />PROFILE H <br />PROPOSED. GRADE. (T)'P;) <br />166'1 <br />/136'-- 15" RCP CL 5.®.0.35% 161' CP C_ CBMH=58''''' <br />_55 CBMH-56 RE = 934.80 EE(W)9=4930.89 <br />E.80 <br />ES 928.50 RE = 932.90 IE (W) = 929.78 IE (E) = 930.89 <br />IE (W) = 928.98 IE (E) = 929.78 <br />IE (E) = 928.98 <br />............... .......... ........- .. .. . . .. ............ ... .. . .... ....... . <br />7 6 5 4 3 <br />Oedema: fFID_ Prepared for. <br />»W OP5 Adelaide LLC <br />n.ewa 81% 1668 Kioway 308 soual, $lite 408 <br />s.amt A.dtt Mdett _ St to is Park, MN &%% <br />49"- <br />F <br />F— <br />=RCP 5 ® 0.61% <br />CB -59 <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />GENERAL NOTES: <br />• RADIUS TO BE 8618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />DENOTES GUTTERUNE ELEVATION <br />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 />RE = 935.90 930 <br />IE (W) =. 931.90 <br />925 <br />920_ <br />I I <br />915 <br />2 --- 1 0 <br />0' 50' 100' 150' <br />0008463STF11-1w9 <br />Adelaide Daw 0714"' sig n of 23 <br />Street and `( <br />Landing Storm Sewer <br />Construction <br />Hugo, MN Plan <br />