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2020.03.16 CC Packet
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2020.03.16 CC Packet
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City Council
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Agenda/Packets
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3/16/2020
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c 2020 Westwood Professional Services, Inc. <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />-- SEE SHEET 11 <br />135TH STREET NORTH <br />INCIDENTAL TREE REMOVAL <br />& REGRADING DUE TO <br />STORM SEWER INSTALLATION <br />MATCH EX. STREET AND C. & G. <br />DCDAID ➢. DCDI AP�C AC nICCnCn (IAInInCAITAI \ <br />�tK <br />. 0 <br />. r- <br />'- <br />0) <br />00 <br />to <br />to <br />07 <br />rn <br />00 <br />n <br />00 <br />00 <br />n <br />00 <br />(V <br />:N <br />M l0 <br />00 (D <br />r <br />rn.1+7 <br />0).00 <br />I_.L0 <br />CDG) <br />u7.Lo <br />_ (V <br />rn 00 <br />00 O <br />00 (D <br />0- <br />� M <br />r).(D <br />r) 00 <br />N.� <br />M <br />0 (D <br />00 <br />N.lt <br />0.0 <br />o vi <br />o vi <br />o vi <br />6� 00 <br />� � <br />� � <br />� � <br />00 <br />0-) <br />6i ai <br />00 <br />00 <br />6i 0 <br />jai <br />CT) <br />0-) <br />0-) <br />6i c>j <br />0-) <br />6i <br />6i 4 <br />44 <br />r) M <br />r)_M <br />N-) M <br />N-M <br />N Pr) <br />CIA -Pr) -CIA-Pr)N <br />M <br />N_M <br />N M <br />N-M <br />N't <br />N"'ItN't <br />N-M <br />N M <br />N-M <br />N M <br />N-M <br />N M <br />N-M <br />N M <br />M <br />� 0) <br />CD-0) <br />Ol 0 <br />O ).CA <br />O� 0) <br />O�.Cn <br />OD 0 <br />0D4n <br />OD 0 <br />(M-0 <br />O3 0 <br />(M-0 <br />O3 0 <br />0D4n <br />3 <br />O(n <br />(M-0 <br />OD 0 <br />0D4n <br />O3 0 <br />Om .Cn <br />Oy) 0 <br />Cy):0) <br />.......................................................................................................................................................................................................................... <br />. . . . . . <br />. <br />. . . . <br />. . . . . . . . . <br />. . . <br />CBMH 316 . <br />. . . . . . <br />. . . . . . . <br />. . . . . . . . . . <br />. . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . <br />. . . . <br />. .................. <br />. . . . . . . . . . . . . . . . <br />(SEE BELOW) <br />60.00' VC <br />. <br />90.00' VC <br />H.P. <br />ELEV 939.70 <br />29' <br />- 15" RCP <br />H:P. ELEV = 9440.72 <br />H.P. <br />STA = 11+15.54 <br />CL <br />5 CAD 1.00% <br />H:P. STA _ 6+13.21 <br />CBMH <br />209 <br />.....................PVI-STA-_-11+05.00...................... <br />PVI .STA ._.6+1.0.00.......................................................... <br />1933..5............ <br />. . . . . . <br />. <br />. ... PVI <br />.ELEV =. 939.82 <br />100.00' VC . <br />CB 317 .. <br />. . . ... . . . ... <br />. . . ... . . . <br />... . . . PVI ELEV. =. 941�.03 . . . . . . . . ... . . . ... . <br />. . ... . . . ... <br />RESTA <br />- <br />IE (S) <br />9 <br />930.35 <br />A.D.. <br />= -1.85% L:P. <br />ELEV <br />= 937.58. <br />STA 9+01 <br />A.D. _ -2.80% : <br />K = 32.14 <br />IE (N) <br />930.35 <br />. . . . . <br />. <br />K = <br />. .. PVC <br />32.43 L.P. <br />= 10+75.00 PVI <br />STA = <br />STA = <br />9+00.98. <br />9+00.00 1: <br />RE -_ 937.14 <br />IE (S) = 933.14 : <br />. ... <br />. . . . . . . . <br />. PVC = 5+65.00 . . . . . . ... . . . . . . <br />. . ... . . . . . . <br />. .D = 3.60 29' - 15" RCP <br />:. PVT <br />= 11+35.00 PVI <br />ELEV <br />= 937.26. <br />D -_ 4.00 <br />STMH 213 <br />PVT = 6+55.00: <br />CL 5 C�➢ 0.33% <br />..................... <br />ELEV = -939-.45 ......:.... <br />A:D. <br />2:55% .. ..I............ <br />:....................:....STA <br />-6+25 ........:.. <br />....ELEV. =. 940..3.6........... . :.................................9a.00'. <br />VC........... <br />. <br />. . . . . . <br />. <br />. . . ELEV 939.6.4 :. <br />K <br />39.22 1:. <br />. . ... <br />. . . . . . . . .:. <br />. RE 940.45 <br />ELEV = 940.45:. :. . . . . . <br />:. L.P. ELEV <br />= 934,39 . <br />CB 210 <br />PVC = <br />8+50.00. <br />. . . . . . . . <br />IE (SE) 934.10 <br />. . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . L.P.. STA. = <br />1+34.75 . <br />. . . . (SEE BELOW) . . . . . . . <br />. <br />PVT = <br />9.+50.00. I <br />IE (NE) = 934.10 <br />PVI STA = <br />1+55.00 <br />i <br />. . . ... . <br />. <br />. . <br />. . ... . . . . . <br />ELEV <br />= 937.91 i_ . <br />D = 6.35 <br />PVI ELEV <br />_ 934.21 <br />. .........i <br />AD <br />207% <br />................. <br />.........................ELEV <br />..................................... <br />........... <br />......................................................................' <br />K <br />_ <br />- - 43.50 <br />............... <br />. <br />j I_ . <br />PVC = <br />1+10.00 <br />I PVI. STA. _. 1+00.0.0 <br />:. <br />.:. 1. 5q :. <br />_1.30% <br />.:. <br />.:. <br />:. PVT. _ <br />2+00.00 . <br />PVI ELEV = 934.52 <br />.. . <br />. . . . . <br />:. <br />105' - 18" RCP <br />:. <br />:.1.509; <br />:. ELEV <br />= 934.46 . <br />CL 5 ® 0.48% <br />ELEV <br />934.88 <br />.. . <br />. . ... . . <br />... <br />. . . <br />. <br />. . . <br />. <br />... . . <br />. CBMH 214 . . . <br />. <br />. . ... <br />I . . . . . <br />.............. <br />.. <br />FES 551 <br />.. . <br />.:. . <br />. . . . . . <br />IE = 928.50 <br />FES 550 <br />IE = 928.00 <br />122' - 15" RCP RE = 939.00 :. <br />IE (NE) = 934.71 <br />:. <br />=g,57% <br />. . . <br />. . . . . <br />. . <br />. . <br />. . . . <br />. . . . . i . . ... <br />. . . ... . <br />I: <br />.. CL 5 ® 0.50% IE (NW) = 934.71. . ... . . . <br />. <br />. . ... . . <br />. <br />. . ... <br />. . . <br />. / . . . . . . . <br />221' - 15"� RCP <br />CBMH 316 . <br />J . OCS 501 <br />- - - <br />(SEE DETAIL) <br />I D _ 4.29 <br />./ <br />CL 5 C� 0:33% <br />STA 9+01 <br />-.-...- - <br />. . <br />RE HIGH. <br />_ 933 00 <br />. . . . . <br />. <br />. . . . . . <br />. <br />. . . . <br />. . . . <br />, ,. . . . . . . . . <br />-----`........................... <br />.. .... <br />�...�.-.-...T_:...........RE <br />= .9.3.7,1.4....... <br />........................ <br />R� 1=01A1� <br />9 .32�00 <br />:.................. <br />Q <br />:.......... <br />// ... i is <br />: <br />�.^._.�. <br />IE N = 932.85 <br />( ) <br />. . . . . . <br />. . . .�.:. TOP OF <br />W 928.00 <br />I: _------- ---- <br />----------- . . . . . . . . . <br />- -- ----------- <br />--� <br />.--__ - <br />� <br />�4 <br />STMH <br />315 <br />IE �W�= 932.85 <br />/ <br />-��" <br />6" ORIFICE = 925.50 ----- <br />CB 210 <br />STA 11+22- <br />D = 4.�9 - - <br />` ` <br />IE (N) _ <br />925.47 <br />29 - 15 RCP <br />STA 1 +35 <br />. . . .: RE <br />= <br />939.41 . <br />. . ... . . . ... <br />. . . <br />... . . . . �. <br />. . <br />17' -: <br />18" RCP <br />IE (S) = <br />. . . <br />925.47 <br />.. <br />5 C�➢ 1.00% <br />. . . . . . ... <br />. . <br />. . ... <br />. . ... . . . <br />RE = 933.95 <br />IE . <br />(W) <br />= 9.32.65 <br />-.932.12...... <br />. <br />. . . . . ... . \ <br />- / <br />CL 5 <br />® 0.16% <br />105': <br />. . <br />- 8 <br />... . . <br />. . . . . . <br />. . ... <br />. . . . <br />IE (N) = 930.45 <br />..........IE.E <br />IE <br />(N) <br />= 931.92 <br />CL :5 <br />_RCP .............................. <br />®0.16% <br />.......................................... <br />STA 5+04 <br />_ ....... ................... <br />D � � 3.�50� <br />D <br />. . . . . . <br />= 7.49 . . . <br />. . . . . . . . . <br />. . . <br />. . . . . . . . . <br />I <br />. FES <br />502 . <br />. . <br />. . . . . . <br />. . <br />FES <br />. . . . . <br />RE = 959.00 <br />500 CBMH 214 :. IE (SW) = 935:00 . . <br />. . . . . . <br />. . . . . . . . <br />. . . . <br />. . . <br />. . . . . . . . . . . <br />. . . . . . . . . . . . . . <br />. . . ... . <br />. <br />. ... . <br />. . ... . . . ... <br />. . . <br />... . . . ... . . <br />. .I . . . . IE = <br />�..-..-.-.-..-.-.-.-. <br />925.50 <br />-.- <br />. . . . . IE = <br />. . . . . . . <br />925.30 . (SEE ABOVE) . D 4.00 . . . . ... . <br />. . . . . . <br />. . ... . . . ... . <br />. . . . . . . . . . <br />. . ... <br />. . . . <br />. . . ... . . . . . . ... . . . <br />. . . . . . . . . . . <br />12 11 10 9 8 7 6 5 4 <br />OCS 501 & ASSOCIATED PIPE <br />PREVIOUSLY INSTALLED BY OTHERS <br />Westwood I hereby certify that this plan was prepared se me or under AL Revieione Prepared for: <br />direct supervision and that I�am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of State of Minnesota. <br />Checked. JFIB <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 �- <br />Fax (952) 937-5822 Minnetonka, MN 55343 Drawn: CTY <br />Toll Free (888) 937-5150 westwoodps.com John Bender <br />Westwood Professional Services, Inc. 01/14/20 License Na 43358� Drawing ��� <br />k, <br />2 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />1 <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 />�LV <br />0 50 100 150 <br />Latest Revision Date: 01/14/20 <br />0008463.05STF02.dwg <br />Date, 01/09/20 sheet. 9 of 20 <br />Adelaide Landing <br />5th Addition Street and Storm Sewer <br />Construction Plan <br />MI <br />
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