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02017 Westwood Professional Services, Inc. <br />965 <br />960 <br />955_ <br />950 <br />945 <br />940 r <br />rn0 <br />a c.i <br />na <br />rnrn <br />�C6 Og; <br />A <br />..GBMH-207 <br />:? C6MH 205 <br />,-.- .. _._ - - <br />BMH-206 <br />7r \ <br />LIMITS OF PHA�,E `1 <br />STREET & UIU I Y ';'�� 'p \ \ <br />CONSTRUCTION ('TYP) P \ <br />r N A 1 <br />• ',. �� \ <br />• ,SURMOUNTABLE CONETE <br />1 tCURB & GUTTER ("[5P.) \ \\ <br />1 SEE DETAIL, SHEEI l2'3 / • \ <br />1 <br />6BMH-198 "" " 30 6\ <br />U MH 4rASTt:( 6 1 <br />o <br />199;go <br />\\ <br />f .........__ ...CBMH-200 <br />CBMH-202 <br />Qoo 1 <br />1 <br />:€ m : z 7 <br />w <br />F BMH-203: SE�� <br />\ _ k/� <br />131ST COURT NORTH <br />25'-15" RCP <br />CBMH-206 <br />CBMH-207 <br />_. 938.1.0 <br />-RE = 940.64 <br />CL 5 0 0.48% <br />. <br />1E (N) = 932.00 4 <br />1E <br />Prepared fam <br />Gltlmed ➢IB <br />50' - 15" RCP__ <br />1E (S) - 932.04 <br />IE (S) = 931.32 <br />965 <br />nm <br />if] -M <br />ta0 <br />N"N <br />aN <br />QOnO <br />Ale 07/14/17.-._.. U. Na 49358 <br />Yemd rnaerl.e b/d.� <br />MOOT <br />�� <br />nN <br />A <br />vp <br />na <br />v0 <br />I <br />lid <br />I <br />lid <br />na <br />li'd <br />ria <br />na <br />NO <br />ria <br />1rIo <br />nV. <br />No <br />na <br />955- <br />mrn- <br />-rn� <br />mrn <br />oirn <br />mrn <br />m'a1 <br />mm <br />oirn <br />rnrn <br />mrn <br />IE (N) := 931 <br />CB-204CBMH-203 <br />960 <br />25'-15" RCP <br />CBMH-206 <br />CBMH-207 <br />_. 938.1.0 <br />-RE = 940.64 <br />CL 5 0 0.48% <br />. <br />1E (N) = 932.00 4 <br />1E <br />Prepared fam <br />Gltlmed ➢IB <br />50' - 15" RCP__ <br />1E (S) - 932.04 <br />IE (S) = 931.32 <br />IE (S) _ 931.74 <br />OP5 Adelaide LLC <br />IE (W) = 931.12 <br />� <br />john Bender <br />CL 5 0 0.33% <br />1660 Highway 100 .South, Sinte 400 <br />W hw d ft fe d-1 S.Ml IOC <br />Ale 07/14/17.-._.. U. Na 49358 <br />Yemd rnaerl.e b/d.� <br />CB -201 <br />131' -;15' RCP <br />CBMH-202 -. <br />RE - 939.43E <br />CL 5 0 0.3391 <br />RE = 939.46 <br />955- <br />1E (W) _ 935:43 <br />.. <br />`- <br />........ <br />IE' (W):='93' <br />' <br />IE (N) := 931 <br />CB-204CBMH-203 <br />90.00' VC RE = 935.83RE <br />= 935.80 : <br />CBMH-202 <br />CBMH-200 <br />L.P. ELEV = 440.02 IE (E) = 932.38 <br />IE (E) = 932.22 <br />................ ... <br />......L.P. <br />STA =- 2+47.68 <br />932.22 <br />5000' VC <br />950 <br />PVI STA = 2+25.00 <br />.E.(W)„= .. <br />_ <br />:- 'H.P. ELEV = 941.12 <br />PVI ELEV = 439.82 <br />- H.P. STA = 4+53.84 <br />A.D. = 2.42% <br />- PVF STA-= 4+54.63 <br />- K = :37.20 <br />- PA ELEV = 941.19 <br />PVC = 1+80.00 <br />A.D. = -1.24% <br />PVT = 2+70.00 <br />K = 40.34 <br />945 <br />.. <br />...... ELEV_ 940.63' <br />..... .. . ..... <br />... PVC .=4+29.63 <br />..- <br />PVI STA = 1+00.00 <br />ELEV 9.40.09 <br />PROPOSED CA GRADE (IYP.) <br />PVT = 4+79.63 <br />PM ELEV = 942.09 <br />PROPOSED CA SUBGRADE (TYP.) - <br />-1,82. <br />ELEV = 941.04 <br />- <br />ELEV = 941.03 <br />0.60.% - � <br />-0.64% - <br />...... <br />.. , <br />EXISTING GROUND <br />(TYP.) - <br />940 <br />- RCP <br />: <br />- <br />CL <br />CIL 5 ® 0. 0.27 <br />�- - <br />-- <br />55' - 21" RCP- <br />-� <br />-- <br />- <br />CI 5 0 0.20% <br />............ _ <br />.. <br />935 <br />_ <br />_ <br />99' - 18 R� - <br />_ <br />5 1 6 <br />CBMH-202 <br />' <br />I RE = 939.46 <br />CBMH-198 <br />IE (W) = 931.79 <br />RE = 941.28 <br />'CBMH-230 <br />IE (N) - 931.59 <br />IE .(E) = "930.94" " <br />" CBMHr199...... 1@E - 939:43 .. .... <br />.. <br />9,30 <br />IE (SW) = 930.94 <br />RE - 940.84 :IE (E) = 935.31 <br />IE (S) = 931.25 IE (S) = 931.51 <br />IE (NE) = 931.05 IE (N) = 931.51 <br />PROFILE D <br />PROPOSED _GRADE (TYP.) <br />5 <br />120' - 15" RCP I I 85' �Sn RFz : I I CL 50 0. <br />CBMH-205 <br />CBMH-206 <br />CBMH-207 <br />_. 938.1.0 <br />-RE = 940.64 <br />RE _ 938.70 " " " <br />. <br />1E (N) = 932.00 4 <br />1E <br />Prepared fam <br />Gltlmed ➢IB <br />931.74 <br />1E (S) - 932.04 <br />IE (S) = 931.32 <br />IE (S) _ 931.74 <br />OP5 Adelaide LLC <br />IE (W) = 931.12 <br />� <br />john Bender <br />Vlmra BFB <br />- -- _ _.-. __ - <br />5 4 3 <br />0 <br />1 2 3 4 <br />5 6 <br />Westwood[ <br />aneb� m 1 du 5d. p m ee P epv.d 6, m. a mde mJ > <br />dl9.ee .vpv.ldm ed t1•t f m . dd, tlrm•e! raa,>*sm3.v. <br />Prepared fam <br />Gltlmed ➢IB <br />940 <br />McDan uda dr I- of 6. Sem d 3aabs9ta 322/17 nlY Commmb <br />- <br />M'" <br />OP5 Adelaide LLC <br />Phone (9521937.5150 7699M.,r Once <br />Fax (9521 9 37-59 22 Ed.. PraiA , NN 55396 <br />Tee Fn. (3331 9 37-51 50 v...v .dp.- <br />� <br />john Bender <br />Vlmra BFB <br />- -- _ _.-. __ - <br />1660 Highway 100 .South, Sinte 400 <br />W hw d ft fe d-1 S.Ml IOC <br />Ale 07/14/17.-._.. U. Na 49358 <br />Yemd rnaerl.e b/d.� <br />SL Louie Perk, MN 55416 <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 B618 C. & G. <br />WITH 10' TRANSITION FROM <br />SURMOUNTABLE CURB <br />+ DENOTES GUTTERLINE 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 />2 1 <br />Adelaide <br />Landing <br />Himo" MN <br />925 <br />1 920 <br />0 <br />0' 50' 100' 150' <br />Date: 07/14/17 sheet 19 OF 23 <br />Street and <br />Storm Sewer <br />Construction <br />Plan <br />950 <br />945 <br />940 <br />- <br />935. - <br />CB -208 <br />RE = 936.50 <br />930.. <br />IE (N) = 932:50 <br />2 1 <br />Adelaide <br />Landing <br />Himo" MN <br />925 <br />1 920 <br />0 <br />0' 50' 100' 150' <br />Date: 07/14/17 sheet 19 OF 23 <br />Street and <br />Storm Sewer <br />Construction <br />Plan <br />