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02017 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />/ // / GOPHER STATE ONE CALL <br />Twin Y <br />1/�' , f FES -130 - / ` Mr. Toll Free a168004252 1166 <br />8.7 C.Y. CL 3 RIP RAP {{ / <br />\ - 4.4 C.Y. FILTER MATERIAL.` <br />LIMITS OF PHASE`t <br />,S.TREET & UTILITY <br />CONSTRUCTION (TYP) / <br />GENERAL tIOTES;_ <br />AN_r SURMOUNTABLE CONCRETE ?I / RADIUS TO BE 8618 C. & G. <br />s•I� I CURB & GUTTER (TYP) O F fir. / WITH 10' TRANSITION FROM <br />SEE DETAIL, SHEET 23 / SURMOUNTABLE CURB <br />", // DENOTES GUTTERLINE ELEVATION <br />AT <br />8' BITUMINOUS CONSTRUCTPED. RAMP / _ ,� ALL I RCP SHALLLNBE CLASS 5, <br />TRAIL (TYP) UNLESS OTHERWISE NOTED <br />�p• <br />3 - • PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />END SECTION LENGTH. <br />THE CITY OF HUGO DOES NOT REQUIRE <br />.. <br />:. ... ....._AVI <br />- TRASH GUARDS. <br />1 / CASTING NOTE: <br />CBMH-134 CBMH-131 as / , y� // CATCH BASIN CASTINGS SHALL BE SUMPED <br />/ s <br />OCS-132A 0.15' BELOW GUT'TERLINE, MANHOLE CASTINGS <br />S-136 / / // SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />SEE DETAIL/�HEET 2/ / <br />STMHf132 - /. y-^«; 1 ' ! ALL CB, CBMH & STMH WITHIN 10' OF <br />y'f' s'- HORIZONTAL DISTANCE TO THE WATERMAIN <br />ti '"•� / ;s'' � / � � �, SHALL BE CONSTRUCTED WITH POURED <br />, INPLACE INVERT & SHALL UTILIZE WATER <br />STOP GROUTING RINGS <br />IN`\-� 1 THE VERTICAL DATUM OF THIS PLAN IS BASED <br />Q` a� ON NGVD 1929 ADJUSTED GEODETIC <br />FES -133 DATUMUM IN US SURVEY FEET. <br />• -5 - ,a / r 1 <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />4 0' <br />47 <br />z _ <br />FOXHILL AVENUE NORTH <br />960 _ _- 960 <br />'N O 'N O <br />00 a'u1 r�0 A n0 a'O NO <br />N(O C40, NN MjD MN 4:6 Old co <br />' MM M!•1 MM MM MM MM. Me•1 M. <br />rn rn m m rn m rn:rn rn m o+:at m W m. <br />955 955 <br />28' - 152 4RCP7% 25' -"15" RCP PROFILE C <br />' - CL 5 ®24796 CL 5 ®0.36% <br />CB -135 <br />FES -136 RE = 934.28 - 940 _ 940 <br />950 IE" 931.50. JE .(.W): 930,78. 95 <br />L.P.TA _ 934.93' <br />.P. STA =:3+24.80 PROPOSED GRADE (TYP.) -- <br />PVI STA = 3+05.00 .,CBMH-134 <br />PVI ELEV = 934,56 TOP OF 16'. GAS LINE <br />w A.D. = 3.279 <br />EL=931.67 45' -: 24" RCP <br />945 K = 32.13 945 935 935 <br />CL 3-® 1.709. . <br />m 105.00' VC . . . . . - TOP OF 16":GAS UNE 162' - 30" R <br />vCL.3 ® 0.259 <br />- <br />a > TOP OF 16" GAS LINE <br />C. n 930 <br />r~i) w vi '� - 930 ...... EL=930.00 <br />940 'n M N" .M _ PROPOSED _ C/L GRADE (TYP:) _ 94O CBMH-131 <br />n" O" II FES -130 <br />a a II � � PROPOSED C/L SU (TYP.) 5T' - 24" RCP - RE 934.92 <br />II I� O > CL 3 ® -0.81 IE (SW) = 930.24 IE = 929.84 <br />t>,r > i IE (N) = 930.33 <br />_2.25'/' - � / 925 A- <br />OCS-132A IE (E) = 930.24 .... 925 - <br />935 toz9. ' - - .... 935 FES -133..... . <br />_- IE _. 924.00 <br />- - - J - STMH-132 RE = 934.50 <br />- - _ 83' - 24" RCP IE (SW) = 924.67 <br />PVI STA - 1+12.00 CL 3 ® -0.2 59 IE <br />= 934.09 <br />`- :PVI ELEV 938.90 - - E (NE) 924.21 IE (NE) = 931.00 <br />920 .... .. .. .. ... �E (W) IE <br />.............. ... .. Q - <br />20 <br />930 CBMH-137 ..... iso' - ia" .RCP 930 <br />RE = 936.22 Cl, 5 4 6.709 EXISTING GROUND (TYP.) <br />IE (E)= 931.85 61` - 21" RCP <br />IE (S) = 931.85 - CL 5 00.26% <br />CBMH-134:r <br />RE = 934.28 CBMH-131 --_ <br />IE (W) - 930.80 RE 934.92 915 _ 915 <br />925 .. .. .... .. .. IE -(E)-_ -930.69. .IE. (SW) .=..930.24 925 0 1 2 3 4 5 <br />IE (S) = 930.49 IE (N) = 930.33 <br />IE (N) 930.80 IE (E) = 930.24 <br />920 920 0' 50' 100' 150' <br />5 4 3 2 1 0008463STF06.dw' <br />Adelaide Date 07/14/17 Sheet 16 of 23 <br />Westwood `� , �` �" �,..�" " �` = N z stmt and <br />an.e� .m Nut m . aery u®.a P9D�DN.LL Qe•)d®` _ ��,�,,, ed for. • <br />�.�. 3ae.•N. 9/22h� nLanding storm Sewer <br />-. 952)931-5150 r699Anegra I— qw-Oulu' Adelaide LLC <br />Fee (852)937-5322 EEee RWN,MNW5 D- we <br />Tart« (883)937-S- watweodp- i0ha Bender "- 1W Highway 100 South, Suite 400 CUIi$tI'uCt1UII <br />W..neood Prore.W-1 S-Ao I- D.aa 07/14/17 �� Na 433,56 - b./d.t• St Louie Park, MN 55416 Hugo, MN Plan <br />