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© 2020 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />FES 200 <br />5.8 CY CL III RIPRAP <br />2.9 CY GRANULAR FILTER <br />POND 12 <br />OUTLET EL=927.0 <br />700 YR HWL=928.6 / <br />POND BOTTOM= 917.0 <br />CBMH 207 <br />FUT CB 206 <br />o <br />STMH 201 qW. <br />\ FUT CB 203 <br />\ T- BULKHEAD <br />STORM SEWER <br />� CBMH 202 <br />� POND 13 <br />OUTLET EL=927.0 \ <br />100 YR HWL=930.2 h �. <br />\ POND BOTTOM= 917.0 <br />\ \ <br />FUTURE FLINT CIRCLE NORTH <br />CBMH 209 <br />/ STMH 208 I <br />� I I <br />BULKHEAD <br />STORM SEWER <br />CBMH 205\ <br />10 <br />61� <br />204 <br />CB 212 ` <br />INSTALL 2-TYPE III \ / <br />BARRICADES <br />✓ ^ CBMH 211 <br />STMH 213 <br />. <br />00 <br />(p <br />'It 't <br />Pr) <br />r,,I <br />. r,,I <br />M . M <br />N <br />N <br />N <br />CD.- <br />00.00 <br />rn.L <br />- N <br />�.p� C0.(O <br />LC).r+7 <br />I-.p <br />00r <br />. ai-r6 <br />M r7 <br />M-P6 <br />M P6 O)-r i <br />M CV <br />M-CV <br />ON <br />C3)* Orn <br />D7--: <br />00 '�: <br />00.0 . <br />N-'t <br />N It <br />N-'t <br />N It N-It <br />N It <br />N-It <br />r10 It <br />N•� N It <br />N-It <br />N It <br />N-I <br />D7 <br />(3) 0 <br />07-o <br />D7 0 D7 <br />D7 0 <br />Q)-M <br />07 0 <br />0)-01 (3) 0 <br />M-0 <br />D7 M <br />07-m <br />8, _ <br />15" RCP <br />CB' 203 <br />................................................................................CL-5, <br />@ 1:00%....... <br />.STA-3+98... :..................................................... <br />. . . . . . . . . . <br />. . . . . . <br />. . . . . . <br />. . 50.001. VC . . . . . . <br />. . . <br />. . . . <br />. . . . . <br />,i <br />RE. =. 942,12... . . <br />. . . <br />. . . . . . <br />. . . . . . . . . . . . <br />. . . ... . . . . . . <br />. . . ... . <br />. . . . . . . <br />. . H..P.. ELEV 943.66 . <br />... . <br />. . . <br />. . <br />IE (W) = 938.:12 . . <br />. . . . <br />. . . <br />H.P. STA = 5+97.64 <br />11' <br />- 15" RCP_, <br />D: = 4.00 . <br />25' <br />- 15" RCP <br />. <br />.. . <br />PVI STA = 6+00.00 <br />CL <br />5 @_ 1.00�: <br />BULKHEAD STORM <br />5 @ 1.00% <br />CB. 212 <br />. . . ... . . . ... <br />. . . ... . <br />. . ... . . <br />PVI ELEV _ 943.74 <br />_ <br />... . . <br />IE = 937.95 <br />. .:CL <br />. . ... . . . <br />STA 1+38 <br />.................................................. <br />A.-D. _=1:33%..........................................9 <br />............................ <br />RE ... 940.55.......... <br />. . . ... . . . ... <br />. . . . . . <br />. . ... . <br />. K = 37.48 . . . . <br />... . <br />. . ... <br />. . . ... <br />. . ... . . . ... . . <br />. ... <br />. . . . <br />IE (NW) = 936.55 <br />. . . ... . . . ... <br />. . . . . . <br />. . ... . . <br />. . PVC. _ 5+75.00 . . . <br />... . <br />. . ... <br />. . . . <br />. . ... . . . ... . . <br />. <br />CBMH 211 <br />D: = 4.00 <br />PVT = 6+25.00 <br />:. <br />:. <br />( SEE BELOW) <br />PVI STA: = <br />7+47:06 <br />ELEV = 943.�59 <br />. . . ... . PVI ELEV: _ <br />942.67 <br />. <br />. .ELEV = 943.56 <br />. ... <br />. . . . . <br />. . ... . . . ... . . <br />. ... <br />. . . . <br />. . ... . . . ... . . . <br />..CBMH-202...............................I.......................... <br />. . . . . . . ... <br />. . . ... . <br />. . . <br />. ... . . . ... . . . <br />... . <br />. . ... <br />. . . . . <br />(SEE BELOW) <br />PVI STA. _ 1 +0.0.00 <br />. . . <br />- - - - - <br />. <br />. . . . <br />. . . . . i <br />/-PVI ELEV = 940.72 <br />n . <br />STMH 213 <br />STA 0+89 <br />RE ' 940.45 . . . . <br />IE (SE) 934.10 <br />IE (NE) := 934.10 <br />D = 6.35 <br />............. ............ <br />---= _- --- CBMH'11 <br />. . . . - ----SIA_1+36----_ . <br />. . . . . . . . . . . . . . . RE = . ...54 . . . . . . <br />. . . . . . . . . 169' 24» RCP . 1.39' - 21" RCP STMH 204 IE (SE) = 936.30 . . . <br />CBMH 202 CL 5 @ 0.26% IE (NE) = 933.87 <br />. . . . . . . . . . STA 2+57 . . . . <br />CL 3 @ 0.26% STA 3+98 <br />........ _ _ RE. =. 941.42............. IE (SW) = 933.87 <br />........................... - IE (SW) = 933.29 _ <br />. . . . . . . . . . . .. . . . . . . . . . . . . . . . . IE. (E) .93.7.87 . . . . . . . . D... 6:. . . . . . . . . . . . . <br />IE (S) = 928.1.1 IE (SE) = 928.67 <br />. ... . . . . . . . . . ... . . . IE. (NE) =. 927.91 IE (N) _ 928.47 . . . . . . ... . . . . . . . . . . . . . . <br />FES 200 167' - 24" RCP D = 14.21 D 12.9. <br />IE = 927.00 CL 3 @ '0.28% <br />8 7 6 5 4 3 2 1 <br />Westwood <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 <br />Fax (952) 937-5822 Minnetonka, MN 55343 <br />Toll Free (888) 937-5150 westwoodps.com <br />Westwood Professional Services, Inc. <br />I hereby certify that this plan was prepared by me or under my <br />direct supervision and that I am a duly licensed PROFESSIONAL <br />ENGINEER under the laws of the State of Minnesota. <br />John Bender <br />Dates 01/14/20 Ucense No, 43358 <br />Designed, JFIB <br />Checked:- JFIB <br />Drawn: crY <br />Record Drawing by/date: <br />A <br />Prepared for. <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 />�19� 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 />0' 50' 100' 150' <br />BACKYARD <br />........ <br />. ................. <br />182' - 18'.' RCP <br />..................... <br />107' - <br />18" RCP <br />1.64' - <br />CL 5 <br />15" RCP <br />@ 0.33% <br />. . . . . . <br />. . <br />. . . <br />. . CL 5 @ 0,26% . . <br />. <br />. . CL 5 <br />@ 0.26% <br />. . . . . . . <br />. . . . . . <br />. . . . . . <br />__-- <br />-_._ :--_._._...... <br />-- <br />.................... <br />....,- ........... . <br />. . . ... . <br />. . <br />-- <br />-----------------_ <br />.��--CBMH 209 <br />STMH 204 <br />CBMH <br />205 <br />CBMH 2O7- <br />56' <br />CL <br />- 1.5" RCP . <br />5. @. 0..33% <br />RE = 933.95 <br />. . . . RE <br />= 941:42 <br />.. . . . . RE <br />= 934.36 <br />RE = 934.80 <br />... . <br />. . ... . . IE (S) _ 930.35 <br />IE <br />(SW) _: 933.29 <br />. IE <br />(N) = 929.49 <br />IE (SE) = 929..63. <br />STMH 208 <br />IE (N) _ 930.35 <br />IE <br />(SE) _: 928.67 ..............:..........IE <br />- <br />(SE) - = 929.�15........ <br />IE .(NW) . = .:929..43.. <br />RE <br />. =. 933.50.................... <br />D. =..3..60 ............... <br />. . . ... IE <br />(N) = 928.47 <br />. . . . . ... . . . . IE. <br />(NW) = 929.15 <br />D .= .5.37 . . . <br />.IE <br />(NW) = 929.81 <br />.. . . . ... . . <br />D=12.95 <br />D=5.15 <br />. . <br />. . . . . . . . . <br />IES <br />.() <br />9.81: <br />= 92. . . . <br />. . . . . . . . . . . . . . . . . <br />D <br />-- 3.69 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />Latest Revision Date: 01/14/20 <br />0008463.05STF05.dwg <br />Date: 01/09/20 sheet. 13 of 20 <br />Adelaide Landing <br />5th Addition Street and Storm Sewer <br />Construction Plan <br />MI <br />