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®2017 Westwood Professional Services, Inc. <br />, <br />d <br />n` LIMITS OF PHASE 1 - <br />��__ STREET & UTILITY <br />CONSTRUCTION (TYP) <br />. <br />x <br />10 - -- - <br />FES -157 <br />// OCE 156 / <br />DETAIL, SHEET 22 <br />OUTLET EL -930.0 <br />. EET NOR `" <br />YR <br />POND BOTTOMm9ZO <br />.9' <br />130 <br />- FES -155 <br />J.9 G.Y. CL. 3 HIP RAF' <br />3.0 C.Y. FILTER MATERIAL <br />PROFILE E <br />........ .. <br />68' - 118.1 RCP <br />...... <br />CL 5 ® 0.74% <br />23'- 18" RCP <br />CL 5 ® -17.52% <br />FES -155 <br />IE = 929.50 <br />OCS-156 <br />RE = 933.00 <br />'FES -157 <br />IE (SE) = 930.00 <br />SIE = 926.00 <br />IE'(NW)' = 930:00 <br />.... <br />0 1 2 3 <br />9201 <br />0 <br />Call 48 Hours before digging: <br />GOPHER B <br />STATE <br />Twin it Are 65ONE LL <br />4s4-0002 <br />Mn. Toll Free 1-800-252-1166 <br />._.9305�� <br />L1.33 <br />TEMP f �j \ ;.,_ GENERA_NO ET- <br />$- <br />POND 6 / /.t RADIUS TO BE 8618 C. & G. <br />OUTLET EL=930.0 - i,/ -` <br />WITH 10' TRANSITION FROM SURMOUNTABLE CURB <br />100 YR HWL=932.5 \ ._ ..... ...... _... <br />POND BOTTOM=924.0 - ' .CBMH-236 ` ----- DE <br />NOTES GUTTERLINE ELEVATION <br />f j` - - ��• AT INTERSECTIONS <br />E <br />FES -790 P SHALL <br />CLASS 5, <br />13.8 C.V. CL 3 RIP RAP - /. �.. - UNLESS OTHERWISE NOTED <br />6.9 C.Y. FILTER MATERIAL - '•� ._. <br />.. LIMITS OF PHASE 1 "�,j. ._.... -, ... PIPE LENGTHS SHOWN INCLUDE THE FLARED <br />STREET & UTILITY `1 <br />- - /r <br />CONSTRUCTION (TYP) END SECTION LENGTH. <br />7. <br />o.: f y <br />THE CITY OF HUGO DOES NOT REQUIRE <br />' . CBMH-2371 TRASH GUARDS. <br />.. . " 4 <br />.:...' -OCS-191 :: LIMITS,'... 142 - :.. <br />SEE DETAIL, SHEET 22 ^ , CASTING NOTE: <br />-�O� 1 CATCH BASIN CASTINGS SHALL BE SUMPED <br />STREET& LI714ST' 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS <br />'FES -192 . CONSTRUCTION (TYP) SHALL BE SUMPED 0.05' BELOW PAVEMENT <br />r _ _- <br />- - :... • - CB -239 <br />f' BMH 23$ ALL CB, CBMH & STMH WITHIN 10' OF <br />._ - -� � � � �, �:_ , �. �� � � � � � �-� - -�- � � -- -- HORIZONTAL DISTANCE TO THE WATERMAIN <br />• <br />10 f •' 2 - SHALL BE CONSTRUCTED WITH POURED <br />'-� INPLACE INVERT & SHALL UTILIZE WATER <br />B STOP • <br />�GROUTING RINGS <br />5 <br />Q THE VERTICAL DATUM OF THIS PLAN IS BASED <br />_ ON THE NGVD 1929 ADJUSTED GEODETIC <br />rr 4 5 DATUM IN US SURVEY FEET. <br />NGVD=NATIONAL GEODETIC VERTICAL DATUM <br />X <br />131ST STREET N. _ --- <br />i <br />17 <br />f <br />945 <br />PROFILE F <br />940 940 <br />.. ............: 57' = 36". BCP.. 935, 935 <br />28'-- 36" RCP CL 3: ® 0.17% <br />CL 3 ®-7.03% <br />FE= 92 - _ 930 _-930 -, <br />..... IE � � 929.90....... . <br />OCS-191 <br />FES -192 RE = 934.03 <br />IE = 928.00 IE (N) = 930.00 <br />IE (SE) = 930.00 925 925 <br />1 <br />2 <br />_ 92.0__ <br />3 <br />PROFILE G <br />o' sD' loo' Iso' <br />rr..........._... <br />I....'IE"(NW)"="932.17-.. -.... <br />E W 938.93 IE (NW) 932.46 <br />E (= 931.34 IE (SE) = 932.17 IE (E)_=.932.46 <br />IE (SE) <br />) = 931;64 <br />IE (SW) -= 931:.76 <br />6 5 4 <br />Wes w�aod 1h"" " °""I 11-�`��� <br />d4ex .m em 1 ._ . ad, a®.a PHONAL >� <br />aYCga9R u.dn aM L.. d � SUM d Bamnaa 91W7 Clry Canmmta � <br />Ph... 19521937.5150 709M.gwmCa. C2w OP5 Adelaide LLC <br />1 . (9521937-5822 Eden Prolde, MN 55344 D_W <br />rwa.. 18881937.5150 w..., Odp- John Bender -" - 1660 Hlghway 1W Souti4 Suite 400 <br />Wabw d Pmfe dl l Semi. iae Dd. 07/14/17 L,._ xe. 43356 - - �"'- - - a.®a o,.•m. u ia.� SL Louis Park, WIN 55416 <br />3 2 <br />Adelaide <br />Landing <br />MN <br />CB -239 <br />RE = 937.00 <br />IE (W) = 933.50 <br />.. 925- <br />1 0 <br />000846 3STF 10. d.g <br />Dare: 07/14/17 sheet 20 OF 23 <br />Street and <br />Storm Sewer <br />Construction <br />Plan <br />