My WebLink
|
Help
|
About
|
Sign Out
Home
2017.05.01 CC Packet
Hugo
>
City Council
>
City Council Agenda/Packets
>
2017 CC Packets
>
2017.05.01 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/25/2020 3:43:06 PM
Creation date
5/12/2017 2:54:33 PM
Metadata
Fields
Template:
City Council
Document Type
Minutes
Meeting Date
5/1/2017
Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
127
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
© 2016 Westwood Professional Services, Inc. <br />UOR <br />6011142NE <br />9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 <br />965 <br />9600 <br />960 <br />STREET 6 <br />.o <br />STREET 5 <br />955 N <br />00 <br />! -di <br />�:� N: <br />955 <br />950 <br />970 <br />950PVI <br />945 <br />STA <br />1+00.00 PVI STA = .4+73.12 <br />PVF ELEV- - <br />- - 938.20- - PVI. ELEV .= :..937.:80. . <br />945 <br />970 <br />940 <br />:N <br />:L, <br />..... 0.90%........ <br />........ -1-. 2.7q .... . <br />940 <br />:00 :0, .r- :r- <br />:� <br />:r- :M <br />50.00' VC <br />:� <br />935H.P. <br />:� <br />:� :0 <br />ELEV = 939.87 <br />970 <br />........._.........._ <br />. <br />..................... <br />H.P. STA. = 2+95.73 <br />935 <br />- -- - - - <br />_ PVi STk:=1+00.00 <br />930 <br />- <br />- - - PVI ELEV = 9400 <br />..._...._.........._ <br />..................... <br />A.D. = -2.17% <br />930 <br />K = 23.03 <br />925PVC <br />= 2+75.00 <br />965 <br />�.N <br />........._.........._ <br />................... <br />PVT _ 3+25.00 <br />925 <br />�.� <br />N �.N �.� �.O . <br />. 00 <br />:: ELEV =: 939.78 <br />. . m.0) . . . <br />920 <br />. . �.� . . <br />�.� <br />ELEV = 939:68 <br />1 <br />2 <br />3 4 5 <br />1 915 <br />30 <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />STREET 5 <br />970 <br />970 <br />STREET 7 <br />:N <br />:L, <br />:a, <br />::� <br />:� <br />:00 :0, .r- :r- <br />:� <br />:r- :M <br />:o <br />:� <br />:� <br />:� <br />:� :0 <br />970 <br />970 <br />965 <br />�.N <br />�.� <br />�.� <br />�.M �.� N.� <br />�.� <br />N �.N �.� �.O . <br />. 00 <br />N.N �.� . . . <br />. . m.0) . . . <br />. �.� . . <br />. . �.� . . <br />�.� <br />Ln.� �.� . <br />965 <br />N.11? <br />�.� <br />. N.0 . . . . . . <br />�.� <br />. �.� . <br />�.� <br />N.�Q . . . . . 4.(O . �.OQ . . . . . <br />�.� <br />�.O . . . . . <br />�.� <br />. �.O . �.OQ . �.OQ . . . . . �.0) . <br />�.+ <br />4.0) . <br />�.� <br />4.0? . . . . . � :6 . . <br />�.� �.M <br />N.0? . <br />�.� <br />N.O . <br />�.+ <br />N.O . <br />�.+ <br />N.O . <br />�.+ <br />N.O . N.O . <br />r ro <br />O <br />O <br />O <br />N.� <br />O <br />N �,.O, �.�, <br />. ... �.� <br />00.E <br />�.� <br />�.� O) � Cn <br />O) <br />M 0) � O) (M � 0) <br />00.E . <br />M.� 00.E <br />�.� <br />M.� <br />�.� <br />O) <br />.+ <br />M.� M.� . . <br />�� <br />�� <br />X00 �� �r <br />NCD 965 <br />960 <br />. . . <br />. . . . . . <br />. . . <br />. . . . . . <br />............................................ <br />�. <br />50 00 .VC .............. <br />. . . <br />50.00. 7c <br />. <br />960 <br />I`) PO <br />I„7 fo <br />1"7.N] 7 N] <br />�:� �.� <br />M <br />�:� <br />.. <br />50.00' VIC : <br />: <br />H.P; ELEV = 941.02 <br />60:.00' VC <br />H.P.: ELEV <br />= 940.82 <br />H'P <br />_ <br />H P -STA 46+81 16 <br />5 .... <br />50.00.'. VC <br />960 <br />.. . <br />955 <br />H.P. ELEV <br />= 936.57. ............................ <br />H.P. STA = 35+43.07 <br />L.P. ELEV = - 936.82 PVI .STA ._ . 35+43.00 ................... <br />.................. <br />H.P. STA = <br />_ <br />- <br />.. . :44 <br />:RVI STA <br />44+42.23 <br />44+40 30 <br />_ <br />_ <br />PVI STA 46+82 <br />00 <br />955 <br />:..........:........... <br />_...........:...... <br />. <br />H.P. STA = <br />31+25.74 <br />L.P. STA <br />= 32+92.07 PVI ELEV = 941.42 <br />PVI: ELEV <br />= 940.90 <br />_ <br />PVI ELEV - <br />941:00 <br />_ <br />H.P. STA - 3+26:00 <br />955 <br />PVI STA = <br />31+25.00: <br />PVI STA <br />_ 33+22.07 A.D. _ -3.99% <br />A.D. <br />= -1.32% <br />. <br />A D <br />. . _ <br />1 <br />. ..48% <br />. . <br />PV[ STA =:3+26..00: .:........ <br />... <br />950 <br />PVI . ELE:V. <br />=. 936.65:.:.:::.:.: <br />PVI ELEV = : 937.00 .... K : T : 20.03 .. <br />....................... <br />PVI STA. _ 37+14:54 ........... <br />:.:.:::.:.:. :K <br />:= :37..83.:. <br />............: <br />. K <br />_ <br />= 33 7.4 <br />:.:.:::.:.:.:.:::.:. <br />950 <br />_ 38 <br />PVI ELEV �9 .36 <br />A.D. <br />_ -1:24% . <br />A.D: = 1.40% PVC 35+03.00 <br />PVI ELEV: _ 938.00: <br />PVC = <br />44+15.30 <br />PVC = 46+57:00 <br />A.D. _ -1:20% <br />K <br />= 40.44: <br />K - 42.84 PVT = 35+83.00. <br />... <br />. . . ... <br />. . . .. <br />PVT = <br />44+65.30 <br />. . ... <br />_ <br />- <br />+ � <br />_ <br />-. . <br />X. 41 4 <br />945 <br />PVC. = <br />31+00.00 :.:.:::.:.:.:PVC <br />= 32+92.07:.:.:.:.: ELEV.�.940.62.:.:. <br />:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.: <br />ELEV:=.940.72.:................:.ELEV <br />= <br />940. 82 <br />:.:.:::.:.:.:.:::.:. <br />945 <br />-PVC 3+01:00 <br />PVT = <br />31+50.00. <br />PVT <br />= 33+52.07 ELEV 940.62 <br />. ... <br />. . . ... . ... . . . ... . . <br />.ELEV <br />. . <br />_ <br />945 <br />_ . 00 <br />. 945 <br />ELEV <br />_ 936.49: <br />ELEV = : 936.82 <br />. . <br />........................ <br />ELEV 93821 <br />- . <br />940 <br />ELEV <br />_ <br />-. 936.50 ............................... <br />... . <br />ELEV _ 937.60 . . ... . . . .. . <br />......... pp%.. <br />. . <br />. <br />............ <br />. . . ... . ... . . . ... . . . ... <br />. . <br />.1..999;............ 90%....... <br />. . . ... . . . ... . . . ... <br />_ . . ... . . . .. <br />. ... <br />71% .......... <br />. . <br />0 6 <br />- : 1% <br />......... <br />0 72% . <br />. . .. . ... . <br />-0.77% <br />.. <br />940 <br />_ <br />:ELEV : 938..21 <br />.. <br />. ... . . <br />. <br />. ... . <br />. <br />. <br />. <br />. <br />. . <br />. <br />. <br />.. <br />. <br />. . . ... . <br />. <br />. . ... . . . . . <br />. . <br />940 <br />. ... . <br />. ... . <br />0.64% <br />=0.60% 0.60% <br />. ... <br />. . . . <br />- - - - - -__: <br />. . . ... <br />. . .. . . ... <br />. . ... <br />. . ... <br />. . . <br />. . ... . <br />. ... . . . . <br />......................... <br />..................................... <br />.. . <br />935 <br />,,- <br />�`_� <br />`--_-�- <br />, <br />.6 0 % <br />- 0.60 <br />.... .................... <br />50.00' vc <br />/5 7:00 VC <br />................................ <br />59:00 VC ......:......._ <br />- - - - _:50.00 <br />- <br />........................... <br />7c <br />50:00' VC <br />............................. <br />. <br />935 <br />935 <br />---------CP. <br />ELEV <br />_ <br />935.18 <br />-- J L.P. ELEV _ 936.31: <br />H.P. ELEV _ 940.07 <br />_ <br />L.P. ELEV=-_938SJ8= <br />- L P ELEV <br />- <br />_ �2 <br />- <br />----------._-,-- <br />- <br />- _._..........................................:.... <br />930 <br />L.P.: STA : _ <br />: 28+80.:8:0.........L....P. <br />STA <br />_ <br />H.P. STA - 39+59.615 <br />L.P. STA = 41+57.59 <br />L P STA. = 45.+61.29 :.:.:.:...:.:.:...:::.:.:...: <br />93O <br />- <br />.............:::.: <br />. <br />P.VI STA = <br />28.+81.49 <br />.........3................................... <br />PVI STA- _ 31 +94.37 <br />PVI STA = 39+55.90 <br />ELEV <br />:PVI STA = 41 +S9.39 <br />PVI S <br />= <br />.�. <br />- - -- - - - - - - <br />- - <br />925 <br />. ... . . <br />. ... . PVI ELEV _ <br />935.10 <br />. . . PVC ELEV = 936.23 <br />PVI = 940.16 <br />- - <br />.A D 1 <br />PVI ELEV <br />:A.D. _ <br />_930 <br />- 93$.90 <br />1.33 <br />= <br />PVI ELEV 940 15 <br />PVI <br />... PVI <br />STA - 48+90.96 <br />ELEV _ 939.40 . <br />925 <br />PVF STA _. <br />....... _. <br />1+00 00 - <br />PVI STA 6+68 27 <br />:...... .. . <br />.................. <br />= <br />= 1.20% <br />A.D.A.D.....1.24.%................................................................. <br />:... <br />.51% <br />_ <br />K = 33.:01 <br />:K = 37.64 <br />_. <br />= .33%:................................. <br />A D 1 <br />PVI ELEV <br />= 937:00 = <br />.. . 30 <br />. ... . . <br />. .. K: = 40.36 <br />K = 41.67 <br />PVC = 31+6937 <br />_ ... <br />PVC 39+30 00 <br />. . . ... <br />. . . ... . _ <br />PVC - <br />41+34 39925 <br />_ <br />. . ... . <br />. . ... . . . ... <br />:: <br />...:....:....................................... <br />:: <br />.. . <br />920 <br />. ... . . <br />. ... . PVC _ 28+56-.49 <br />_ <br />PVT = 32+19.37 <br />... . . . .. _ <br />PVT - 39+80.00 <br />:PVT = <br />41+84.39 <br />PVC <br />p.V:T:r.45+88.29.................................. <br />_ <br />_ 45+38 29 <br />920 <br />..................PVT:-:29+:06:49........... <br />ELEV = 935.25 <br />................................................... <br />ELEV _ 936.38 <br />_ <br />ELEV = 939.94 <br />:ELEV <br />= 939.:05 <br />ELEV - 940.30 <br />920 <br />:: <br />920 <br />ELEV . . . . <br />ELEV _ :936.38 <br />-ELEV _ 940.-01 <br />-ELEV <br />_ 939:08 <br />LV -94 <br />915 <br />. . . ... <br />. . . ... <br />. . . ... . . . ... . . <br />. <br />. . <br />. <br />. <br />. <br />. ... <br />. . . .. <br />. <br />. . <br />915 <br />1 <br />2 <br />3 4 5 <br />6 7 <br />28 29 <br />30 <br />31 <br />32 33 34 <br />35 <br />36 37 38 39 <br />40 <br />41 42 <br />43 <br />44 <br />45 <br />46 <br />47 48 49 <br />STREET <br />8 <br />960 <br />960 <br />955 <br />0) -M <br />N� <br />a N_a <br />_0) <br />t,I <br />N_� <br />_O) � _O) <br />O-0) O (f) cD r <br />N_N <br />_O) <br />�� <br />N_� <br />-O <br />r- -C-4 r-_� r_O <br />�_� <br />i �_�,� <br />00-� <br />_O . <br />u) -pp <br />�_� <br />..0 <br />oO..N <br />. ..0. <br />-..N <br />�.� <br />..0 <br />�..� <br />LO -E; Ln.� <br />�.N <br />�.� <br />oo.O <br />C_o; <br />i �.� <br />�.� <br />cD.� <br />Q_�; <br />o).r- <br />."n <br />955 <br />�_� �_N <br />�_� �_� �_N <br />�_� <br />�_T �_N <br />�.� <br />�_� <br />�.� �.� <br />M -O) . <br />M -O) M-0) . M -O) <br />M-0) <br />O� 0) M-0) O� 0) M -O) <br />O� 0) <br />M-0) O� 0) <br />O� 0) <br />O� Q) <br />M.0) <br />M.0) <br />M)m M.0) <br />M.0) <br />M.0) <br />M.0) <br />M.Q) <br />Q� � <br />950 <br />: <br />: <br />: : : <br />: <br />: : : : <br />: <br />: : <br />: <br />950 <br />PVI STA <br />1+00.00 <br />PVI STA _ 25+03.00 <br />945 <br />PVI ELEV <br />= 940:19 <br />_ <br />PVI ELEV . <br />933.64 <br />94 <br />_ <br />0.150%._ <br />-0.60% <br />- <br />- <br />: 0.60% : -0.607 <br />- <br />-0.60% : <br />- -0.60% <br />:0.60% <br />.1 <br />940 <br />: <br />_ <br />: _ _ _ <br />: <br />_ _ <br />_ <br />0 <br />940 <br />................................................................................................................ <br />... <br />..._...._. <br />........_...... <br />... <br />.._ .60%... <br />........._...._...._........ <br />.......... <br />50.00' VC : 50.00' VC <br />: 50.00' VC 50.00' VC- <br />- 50.00' VC: <br />L.P. ELEV <br />= 940.97 <br />50.00' VC <br />70:00' VC <br />50.00' `VE - :- -2 00;� <br />935 <br />H.P.. <br />ELEV = 942.62 - L.P. <br />= 941.:18 <br />: H.P. ELEV x42.42 L.P. ELEV <br />_ -941.26 - <br />H.P. ELEV _ 942.22 - <br />L.P. STA: _ <br />16+50.00 <br />H.P. ELEV, <br />941.83 � <br />- L.P. ELEV =� 939.1-6= <br />1 _ _ ! <br />H.P. <br />ELEV = '939.68 <br />- <br />935 <br />... . .... . .... <br />. ... H.P. - <br />STA -= 5+16.83... ....... L.P- -STA - <br />- <br />-7+82.00... <br />_ <br />=}# P- STA' = 10+15.017= � : L.P-:ST1� - <br />- <br />:12+:3:3.00 - � <br />_ . _ <br />HP -STA_ _ 14+17.00 - <br />_ _ <br />PVI STA - <br />16+50.:0Q- <br />_ P- STA = <br />18+'I4 <br />L�P� TA = 20+'76".72 . _ <br />. . <br />H.R. <br />STA = 21+81.54 <br />- - <br />_ - _PVI <br />-STA = --5 15-•83 - - - - -RVI-STA_ _7+82M_ <br />PVI STA = 10+15.00 PVI STA _ <br />12+33.00 <br />PVI STA := 14+17.00 <br />PSI �Et V = 9-40 30 <br />PVI STA = <br />18+23.00 <br />PVI STA = 20+65.00 <br />PVI STA <br />_ <br />- 21 +95.00 <br />930 <br />- - - - <br />PVI <br />ELEV = 942.69 - PVI :ELEV <br />= 941.:10 <br />: PVI ELEV = 942.50 - PVI ELEV <br />= 941.19 - <br />PVI ELEV _ 942.29 - <br />A.D. <br />= 1.20% <br />PVI ELEV <br />= 941.93 <br />PVI ELEV _ 939.02 <br />PVI ELEV = 939.80 <br />930 <br />........A.D;---1.20% <br />.................A.D.-- <br />J.20% <br />.._...------ . = -.20%. ._...._... <br />A D.. 1 A b <br />-_ .207.:...._.. <br />1 <br />. _ -,20%:...._...._. <br />A D 1 <br />K <br />_ <br />°- 41.:6- <br />.A D... <br />1 <br />="-.$0%. <br />- 80% <br />.A.D•- - -1 <br />. . .. . <br />.. A.D. _ -2:60% <br />K _: 41.67 K <br />= 41.67 <br />K- = 41.67 : K <br />= :41.67 : <br />- K = : 41.67: <br />PVC- _ <br />16+25.00 <br />K = 27.71 <br />K = 38.80 <br />K = <br />19.23: <br />925 <br />- <br />: <br />PVC = 4+91.83 - PVC = <br />7+57.00 <br />: PVC _ - 9+90.00 - PVC = <br />12+08.00 - <br />PVC -= 13+92.00- <br />PVT: _ <br />16+75.00 <br />PVC = <br />17+98.60 <br />:PVC = 20+30.00 <br />PVC <br />- 21+70.00 <br />925 <br />.....................PVT-= <br />5+41.83 ............... PVT =-8+07.00..._...._... <br />PVT = 10+40.00........ -.PVT :='12+:5:8.00_.. <br />PVT-= 14+42.00_ <br />ELEV <br />_ ...._.. <br />941:05 <br />PVT _ <br />..._...._ <br />18+48.00 <br />_ <br />PVT -- 21+00.00 <br />PVT <br />= 22+20.00 <br />- <br />- <br />ELEV - 942.54 - ELEV <br />= 941.25 <br />- ELEV 942.35 - ELEV <br />= 941.34 - <br />ELEV = 942.14 - <br />EL -EV <br />_ 941.05 <br />ELEV <br />= 941.7$ <br />ELEV = 939.44 <br />ELEV <br />= 939.615 <br />920 <br />ELEV = 942.54 ELEV <br />= 941.25 <br />ELEV = 942.35 ELEV <br />= 941.34 - <br />ELEV = 942.14 <br />ELEV <br />= 941.63 <br />ELEV _ 939.23 <br />ELEV <br />_ 939.30 <br />920 <br />1 2 <br />3 <br />4 5 6 <br />7 <br />8 9 10 11 <br />12 <br />13 14 <br />15 <br />16 <br />17 <br />18 <br />19 20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />0' 100' 200' 300' <br />NOT FOR CONSTRUCTION <br />Date. 11/29/16 sheet: 20 of 27 <br />Adelaide <br />0008463DTP02.dw <br />Westwood <br />I hereby certify that this plan was prepared se me or under AL <br />direct supervision and that i a duly licensed PROFESSIONAL <br />�H II <br />Prepared for: <br />t <br />ENGINEER under the laws of the State of Minnesota <br />12/13/16 Revised wetland Delineation <br />CITY COMMENTS�H <br />II <br />OP5 <br />Adelaide <br />LLC02/05/17 <br />Landing <br />Street Profiles <br />Phone <br />(952) 937-5150 7699 Anagram Drive <br />03/10/17 CITY COMMENTS <br />Fax <br />Toll Free <br />(952) 937-5822 Eden Prairie, MN 55344 <br />(888) 937-5150 westwoodps.cotn <br />Francis D. Hagen II, PEg <br />1660 <br />Highway 100 South, Suite <br />Y <br />400 <br />Westwood Professional Services, Inc. <br />02/05/17 <br />17716 <br />Record orawdng��`atw <br />St. Louis Park, MN 55416 <br />Hugo, MN <br />L <br />icse Na <br />
The URL can be used to link to this page
Your browser does not support the video tag.