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02017 Westwood Professional Services, Inc. <br />N\ <br />N, <br />'N <br />11.1 1�1 ASE 1 <br />TILITY N. % <br />"N"U, 0", <br />NN, <br />lb <br />SEE SHEET 14 <br />Ak <br />... ... ..... <br />. ..... ... . .. - <br />2 <br />4 <br />5 <br />CB -127 <br />END C. & <br />LK <br />CONSTRUCTION 'x N <br />CONC SIDEWALK <br />Pj STA. 44+82 F',\ <br />All <br />N <br />N <br />V4k INN 8 <br />N <br />NN <br />JST d.V. (TYP. <br />9-79 ADJUST MH <br />CASTING (TYP.) <br />..... ...... N <br />-,BIAH-126\ <br />1 7 1-N <br />38 39 40 <br />1 2 <br />.... ..... ..... ..... ..... . <br />960 130TH WAY NORTH 960 <br />m-� 0t2 M G rZa npi a 0"! 0 I.M 1 0 <br />.0 .00 raw r�to 10, 0 M M 0 Ci Ci of a; cli-ci <br />n n M n 1) PO �'t 1717 nn nq ne) n n< <br />of Of O+ a1 Ol al alai 0 0 .0 a101 ..a, .01 M:O .01 a, 0`0 M:0 0`0 :m <br />955 ........... 25' _ 151 RCP .... .. .. ..... 955 <br />CIL 5 00.45% <br />100.00': VC <br />50.00' VC 50.00' VC H.P. ELEV = 940.74 <br />950 CB BMH�83 H.P. ELEV 940.07 L.P. ELEV 938.98 H.P. STA = 44+50.68 950 <br />I C H.P. . STA 39+66.17 . . ILP: STA 41+64 11 PIA STA - 44+46.,32 - <br />PVI STA 39+61.52: <br />E (1) -�'i31.71 PM STA 41+65.'91 PVL ELEV = 940.90 <br />PVI ELEV 938.90 A.D. <br />PVI ELEV 940.16 = -1.32%-\ <br />K -- 37� K = 75.66 <br />A.D. = -1'51% A.D. - 1: 33% PVC 43+96.82 <br />PVC 1 <br />4 <br />K = 33.01 1+40.91 PVT 44+9�.82 <br />945 ......... PVC, = 39+36.52 PVT 41 +90.9t 945 <br />PVT = 39+86.52 ELEV - 940.�5+ <br />PROPOSED C/L GRADE (TYP.) ELEV 939.94 ELEV = 939.05 ELEV = 949.60 <br />PM STA 37+21.06 ELEV = 940.01 ELEV = 939.08 <br />PA ELEV 938.Oa PROPOSED LC/LL SUBGRADE (TYP.) <br />940 _06 61z 940 <br />-0.62X alt <br />0.90% <br />PVI ELEV 13819 v" "U <br />7 : <br />_"gq <br />TOP OF 16" GAS LINE <br />EL=930.15 <br />TOP OF 16" GAS LINE 935 <br />935 <br />.. ...... .. FEL=930:50 <br />TOP OF: 16- GAS LINE <br />- - - - - - - - - - <br />RE 9.37.74 -gMH--126 <br />CBMH-78 IE (SW) 933.62 RE = 93838 <br />930 ..RE:= 938.1.5 E (N) IE (N 9311-51 930 <br />IE (SE) = 932.32 IE 932.42 25 - 15" RCP <br />25' - 15" RCP: :54' - 15" RCP �,-Cl- 5 @:3.47% <br />IE (N) 932,14 :1 CL <br />CL 5® 0.40% 500.35% <br />IE (W) 931.74 <br />CB -1127 <br />RE =:938.38 168' 15. RCP CIL 5 @ 0.857: <br />IE (SE) = 9.34.38 <br />L <br />925 1 925 <br />CBMff---79 RE = 937.65 CBMH-126 <br />RE = 938.14 CBMH-78 IE (E) 933.40 <br />� <br />E (S) 932,24 IE (S) 932.44 FES -125 <br />E (NE) = §32.24 IE (NW):= 932.44 IE = 931.00 <br />920920 <br />36 ---37-- 38- 3 . 9 4 . 0 41 42 43 44 45 <br />Adelaide <br />--p-,3d <br />Westwood Pi�ep Landing <br />Ph- a-7 9 <br />1:5522::3- 15D 7699 -g --n- OP5 Adelaide LLC <br />-922 E-P.m.,MNs- D- <br />T.� (898"37-510 vmg.-dp- John Bender 1660 Highway 100 South, Siute 400 <br />Wedwood Pm1esg9rM1 sends, Im D�I <br />07AAM xt.43358 SL Laub Park, MN 554M Hugo, MN <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 GUTTERILINE ELEVATON <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 CO. COMH & STMH WITHIN 10' OF <br />HORIZONTAL DISTANCE TO THE WATERMAN <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 />T i <br />0' 50' 100, 150' <br />0008463STI`02.dwq <br />nate 07/14/17 sheet: 12 of 23 <br />Street and <br />Storm Sewer <br />Construction <br />Plan <br />