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PC Packet 03.23.17
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PC Packet 03.23.17
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Last modified
11/18/2025 3:03:18 PM
Creation date
12/10/2018 8:30:07 AM
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Commissions
Meeting Date
3/23/2017
Document Type
Agenda/Packets
Commission Name
Planning
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®2016 Westwood Professional Services, Inc. Call 48 Hours before digging: <br /> 811 or cal 1811.com <br /> Common Ground Alliance <br /> 970 STREET 9 970 970 STREET 10 970 970 STREET 11 970 <br /> O N cD 1- .00 10 .00 N .00 N r� t4-).Op M M �.M O 00 <br /> �..M. . .ir�)...OMM. . ..MMM. . r�J tM) 0 <br /> r7 ttN,D� 965 65 O 0 965 <br /> .to Cp 965 O .�965N . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . 4 <br /> M . .. . ` .r7 � r�r` .. . r�.r? . .. . r�.r? r0 M rqrn . r0rn . .. . r`-).n . .. r� 7 r� <br /> M O) .O .0) O) M O) M O) nO m 07 O) M M M 0) M.a) M'a M'0 M.m j� 0Nj <br /> M.Q) <br /> 960 960 960 90.00' VC 960 960 960 <br /> . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . . . . . . . . ... . . . ... . . . . _ . . ... . . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . <br /> L. <br /> . ELEV <br /> 940.02 <br /> L.P. STA 2+47.68 <br /> 955 955 955 = 955 955 955 <br /> . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . . . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . _ . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . . . . . . . . ... . . . ... . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . <br /> PVI <br /> ELEV <br /> 939.82 <br /> PVI STA = 11+93.13 A.D. = 2.42% <br /> 950 PVI. STA:. 1+:00,00 :. _ . . . . . . . . . .. . . PVI- ELEV:.� . .941�.34. .. . . . . 9 . . . . . . . . ... . : - - . . . . . <br /> PVI ELEV = 938.63. <br /> . . . . .. . . . . . .. . . . . . .. . . . . . .. . . . . : :: : . .. . . . . . .. . . . . . .. . . . . <br /> 50 950 K 37 20 PVI STA 6+08 51 950 950 950 <br /> _ . <br /> PVT - 2+70 00 PVI• STA = 1+00 00: <br /> ELEV 940.63X PVI ELEV = 942.23 PVI STA 5+30.Z3 <br /> 945 . . 945 945 945 945 . . . . . . . . . . . . . . . . . . . . 945 <br /> . I .ELEV 940:09 <br /> 0.60% 0.60% 0.64% <br /> 940 00% . - . .. . . <br /> 829, 0.607 0.64% 0.84% <br /> ? 50 00'. �o_ . . . . _ . . . . _ . . . . . . . . . .. . . . . 940 940 940 940 84� . . . . . . . . ° . . . 940 <br /> . . <br /> 50.00 VC H.P. ELEV = 942.91 50.00 VC 70.00 VC <br /> H:P. ELEV = 941.91 L.P. ELEV := 940.58 .: .: .: <br /> 9359.86 <br /> L.P. STA =�5+-2r00 - - `._ _ - - <br /> H:P. .STA = .2+83.46_ . . . . : . . . . _ . -_ . . . �. . . H.P.oPi =_ 935 935 _ `.r - 935 935 _ - - - - - T �. + 8 935 <br /> STA +3 <br /> ��[1 Tg - 2+=7949 - - - - - -P-M-'STA - 5+25.00 TA 9+3 700 - - - - - - - - - - - - - <br /> - - _ PVI ELEV = 942.97- - PVI STA 1+00 00 PVI = 4+:54 684 PVI STA .= 4+00 40 <br /> PVI ELEV = 942.03 PVI ELEV - 940,50 <br /> - - PVI ELEV 941.19 PVI ELEV = 939.71 <br /> 930 :. . . .A:D. .= 2..6.0% A.D.. = 1.20% - - 24% . . . . . . PVI ELEV 942.09 - <br /> . _ . . . _ . . . . ... . . . ... . . . . .. . . . ... . . . . .. . . . - .24% . . . . . . . . . . . .A.D: �1-.68% . . . . . <br /> 9 30 930 � 930 930 930 <br /> . K = �41.67 � � � � � � K � � 32.33� �A�D� � 1 <br /> K = 19.23 : pVC 9+17.00 K: = 40:34 K = 41.69 <br /> PVC 2+45.Op PVC - 5+00.00 <br /> PVT = 9+57.00 PVC :_ :4+29.63 PVC: _: 3+65.40 <br /> PVT - 5+50.00 925 925 925 925 925 <br /> 925 . . . :. . . .PVT = .2+95.00. . . . _ _ _ <br /> . -ELEV. .. 94.0.�65 . . . . : ELE -V -942-.85 .PVT -4+79 63 .PVT �4+35 40 <br /> ELEV = :941.53 - - _ <br /> ELEV 940.65 ELEV 942.84 ELEV - 941.04 ELEV - '940. <br /> ELEV = -941.88 ELEV _ 941.03 ELEV = 940.00 <br /> 920 . . .. . . . . .. . . . . . .. . . . 920 920 .. 920 920 920 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 <br /> 970 STREET 13 970 <br /> STREET 14 <br /> STREET 12 960 960 <br /> . . . . . . . . . . . . . . <br /> N O) N.� �.O �.O N.O �.� �.O N.� 0.� . <br /> 950 950 965 LQ."- . . . . �:M. Q.W�. . . . . . . .�:r. . . . . . . . :�. . . :�. . . . . .�:�. . . . . . . ..q:m . . . . . . . . 965 :� :� :N :N T- <br /> r7 M �r7 .�r7 . . ... . . .r7.M �.r7 r�M r j t) r7 M r"j r) . C0.00 . N.N . N.� �.� 0.0 . 9 55 <br /> .O . .00 . .� . .O . . . . . .a. . .o. . . . . . . . . . . . . . . . . . 955 N:� : . : : : . 4:6 : . : : : . : . <br /> 945 �� 4.� ri'* N.6 945 960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 960 . <br /> . . ... . . . ... . . . ... . . . ... . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . 50.00 .VC . . 950 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 950 <br /> PVI STA =- 1+06.00 PVI STA 4+85.04 . . . . . . . . H.P. ELEV = 939..5.2 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 940 955 94 . . . . . . . . ... . . . . . . . . ... . . . . .H:P, .STA � .6+1�5.:00 . . . . . . . .:. . . _. _. <br /> . . . . : . PV[ :ELEV. =. : 938.50: . : .PVI- ELEV �= � -936,14 . . . .. . . . ... . . . . . . . . ... . . . ... . . . ... . . . . . . . . 955 PVI STA 1+00 00 PVI: STA. � 5+90 56 <br /> . . . g2y . PVI STA _: 6+15.:00 945 LPVI ELEV = 939.84: . : . : . : : : . : . : . PVI ELEV = 939.s1 945 <br /> 935 0.87% 935 PVI -ELEV = 939.�59 . . . . <br /> . . . . . . . . . . . . . . . . . 950 ... . . . ..A.D.- =. -.1.20� . . . <br /> . . . . . . . . . . . . . . . . . <br /> K: _ 41.:67 940 -O.so%: . : . : 0:6.0% : . : 0.62%: 940 <br /> 105.00 Vc- _ . . . . . . . . . . . . . . . . . <br /> - . . . <br /> 930 L.P.: ELEV = 9:34;88 930 945 :. . .PVI- STA 9+18.91 945 50.00' VC 50,00, VC <br /> L.P: STAB =� 3+.2�4-.67 . . . . : . . . . . . . . . : . . . . . . . . . . <br /> PV <br /> ... .T. 6+�40- 00 <br /> PVI STA = 3+05.00 <br /> PVI STA- = 1+00.00 ELEV = 939.44 PVI ELEV = 939.Sfi 935 L.P. ELEV 938.9E :H.P. ELEV _: 940.12 935 <br /> . <br /> PVI :ELEV = 9.34:57939.44 - - - - <br /> PVI LV _ .9 _ L.R. �= :2+60.00. . . . . . . . . � .•� � _� +� <br /> 925 - :- <br /> A.D. 2:79% 925 940 . ._o so%. . . . .. 0..60� 0.60%. . . . . . . ... . . .0.85%. .:. 940 PVI STA = 2+60.00 PVI STA _4+8{3 06 <br /> K = -37.65 0 00' VC 0 00' VC . . . 0 00' Vc : 930A D 938. �:-: PVI A D _ . 0 <br /> 0.84% P:VI 88. 40.2930 <br /> 5 . . . . . . 5 6 . . . . . . . - _I 2� . = :-1�.22% . . . . . . . . . . . . . <br /> 920 PVC = 2+:52:50 920 935 �.�H_.P:_ELEV/ _- ... 1-:. . .... .. - . .... .ELEV =_ . ... . . . . . . ... . . L.P. -.ELEV.= 938:74 935 K = 41.67 K = 40.85 <br /> H = - - - - - L.Py- TA -7+69.75 - PVC - 4+55.00 <br /> ELEV = 9.35.58 P. - _ - _ - = 925 _ : . . _ . . : . : . : : : . : . 925 <br /> STA 3+7418 L P. A � PVC 2+35 00 <br /> PVI: STA = 3+70.00 PVI STA :- 4+60.00 PVI STA : 7+75.00 PVT 2+85.00 PVT 5+05.00 <br /> 915 ELEV =: 9:35:03 : : 915 930 PVI ELEV 939:20 PVI ELEV- 938:66 PVI ELEV = 938.63 93O ELEV 939.03 ELEV •= .940.05 <br /> . . . . . . ... . . . ... . . . ... . . . .. . . . . . . . ... . . . ... . . . ... . . <br /> 1 2 3 4 5 . A.D. = -1.44% A.D. = 1:20% A.D.- 1.45% 92O ELEV = 939.03 ELEV = '940.04 920 <br /> K = 34:70 K = 41.67 K =- 41.25: <br /> 925 PVC = 3+45:00 PVC = 4+35.00 PVC- 7+45.00 925 1 2 3 4 5 6 <br /> . . . ... . . . ...PVC. . . . . . . . . <br /> PVT = 3+95.00 PVT 4+85.00 PVT-= 8+05.00 <br /> ELEV: _ 938'99 ELEV = 938.81 : ELEV = 938.81 <br /> 920 . ELEV 939..05 ELEV = 938.81 ELEV = 938.89 920 <br /> 1 2 3 4 5 6 7 8 9 10 <br /> 970 STREET 15 970 <br /> M �-� 00-00i CO-O M1 <br /> 965 �0i jai"d - 965 <br /> r�r7 . .. .�. . .. .�.� . .. .�.� . . . .. . . .�. . .. r7� . . . .. . . <br /> . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . <br /> 960 960 <br /> • . • • . . • . • • . . • . L.P. ELEV 939.68 - - <br /> 955 . . • • . . . L.P. STA _. 2. .!. - . • - 955 <br /> . . .. . . . ... . . . . . . . . ... . . . . .. PVI- STA- 2+50-.00 . . . . . . . ... . . . . . . . . <br /> • . • • . • • . • • - PVI ELEV =- 939.60 - - <br /> 950 PVI STA _ 1+00.00: - A.D. 1.20% - - 950 <br /> PVI ELEV_� ' 939.36. . . K. _..41.65. . . . . ... . . . . .. . . . ... . . . . . . . . <br /> - - PVC .= 2+25.00 PVI STA - 6+78:00 <br /> 945 . : : . - PVT: 2:+75. . : PVI EL1-0.6 <br /> 940.1l 945 <br /> . . .. . . . ... . . . . .. . . . ELEV -939.75. ... . . . . . . . . . . . . <br /> . . . - ELEV: = 939.75. 0% - <br /> 940 <br /> VC . . - 50.00' VC - <br /> 935 <br /> = :H0R_ELEV ' 939.86 H.P. -ELEV 941.06 <br /> '-� 935 <br /> :.Ff.P: STA- :1+9-5:00= _ H,P.- STA �-5+06.50-- <br /> PVI STA = 1+95.00 _ - -PVI STA _ :5+06:50 <br /> 93O :PVI ELEV = :939093 - PVI ELEV 941.1-4 930 <br /> A.D: = � 1-.20%. . . . . . . ... . . . . . <br /> 41.67 . . . K _ -41.63 : - <br /> 925 - :PVC = 1+70.00 = _ PVC - 4+81.50 = 925 <br /> . . .. . . . ...P-VT- 2+20.00 . . . . . . ... . . . . . . . . ... PVT. �. 5+31.50. . . . . . <br /> ELEV = 939:.78 - ELEV: _ 940099 - <br /> 920 - :ELEV :_ 939,78 - - ELEV- _ 940099 - 920 0' 100' 200' 300' <br /> 1 2 3 4 5 6 7 NOT FOR CONSTRUCTION <br /> Date, 11/29/16 sheet: 21 of 27 <br /> Adelaide 0008463DTP03.dw <br /> Westwood I hereby certify that this Plan was prepared se me or under ALRevisiongic Prepared for: <br /> direct supervision and that I am a duly licensed PROFESSIONAL �' FDH II LandingENGINEER under the laws of the State of Minnesota. 12/13/16 Revised Wetland Delineation •03/10/17 CITY COMMENTS `' �H IIOP5 Adelaide LLCStreet Profiles <br /> Phone (952)937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS <br /> Fax (952)937-5822 Eden Prairie,MN 55344 <br /> Toll Free (888)937-5150 westwoocips.com Francis D. Hagen II, PE n g Y <br /> 1660 Highway 100 South, Suite 400 <br /> Westwood Professional Services,Inc. 02/05/17 License No. 17716 Record nmwiztg by/date: St. Louis Park, MN 55416 Hugo, MN <br />
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