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© 2016 Westwood <br />Professional Services, Inc. <br />Call 48 Hours before digging: <br />811 or call811.com <br />Common Ground Alliance <br />STREET 9 <br />STREET <br />10 <br />STREET 11 <br />970 <br />970 <br />970 <br />970 <br />970 <br />970 <br />O <br />N cD 1- .00 <br />V) <br />.00 <br />N -co <br />N <br />O <br />'0 <br />.O .00 <br />tD <br />965 N N <br />�,.�, ,.�, co -co -,I- PO �.�, �.� <br />:► :► :� <br />�.� <br />�: <br />M.00 <br />,. <br />965 <br />965 <br />�, N �,.� <br />�. <br />N.N <br />�.� 0.� <br />�,.�, <br />�.� �.� <br />965 <br />9 65 <br />�.� �.o <br />�.0 <br />965 <br />r� M <br />....... ....... <br />rr) ro <br />....... ...:... ...:... ...:... ...:... ....... <br />r� ro r� ro r� ro r� n r7 r7 rq ro <br />....... <br />rq rn <br />....... <br />r� to <br />.......: <br />r7 r7 <br />r7 to . . . . . . .r).Nj <br />r�.t� . . . r7 n <br />..__.._. <br />rl In r� in <br />....... <br />r� n <br />: ...:... :� ...:... <br />r� r7 r� r7 <br />:� ...:... :� . <br />N) r7 t+j <br />a� rn <br />rn <br />rn rn rn M.� rn.m <br />M.� <br />a�.o) <br />M'a) <br />M rn M.0) <br />rn.� M.m <br />rn.� M.0) <br />M rn <br />960 <br />960 <br />960 <br />90.0x vc <br />960 <br />960 <br />:: <br />:: <br />960 <br />.........................................._...._...._...._...._...._...._............................................ <br />................ <br />_ <br />........................................... <br />L.P. STA _ 2+47.68 <br />955 <br />955 <br />955 <br />= <br />955 <br />955 <br />955 <br />............................................_...._...._...._...._...._...._............................................. <br />.......... <br />ELEV _ <br />............................................ <br />PVI <br />STA = 11+93.13.A.D. <br />= 2.42% <br />950 <br />PA STA. =. � +:00,00:................................................................. <br />PVI- <br />ELEV:. = .. 941.34 <br />........... <br />: 9 j0 <br />950 <br />K 37 20 PVI <br />= ::. <br />STA 6+08 51 <br />_ ::...:.... <br />950 <br />950 <br />........................................... <br />950 <br />PVI ELEV = <br />938.63. <br />- <br />............: <br />_ <br />._ . <br />PVT - 2+70.00 <br />PVI <br />STA = 1+00 00• <br />945 <br />:..........:..........:.....:....:....:....:....:....:....:....:.........:..........:..........:..... <br />945 <br />945 <br />::.: <br />ELEV ._ 940.63 <br />::...:.:.: <br />945 <br />945 <br />PVI <br />ELEV = 942.23 <br />PVI STA _ 5+30.23 <br />945 <br />. <br />.. <br />_ <br />ELEV 940:09 <br />.- <br />.. - . . <br />I _ . <br />- <br />940 <br />2 00% <br />-0.60% 0.60% <br />:..........:..... <br />-0.649 <br />940 <br />940 <br />- 829 <br />.60% <br />- 0 4� <br />6..°........ <br />940 <br />940 <br />84 ......... <br />0.84% <br />° <br />940 <br />. ....:. 0. 0,. vC:.... _ .... _ ............... <br />50.00' VC 5. VC.- <br />40.00' -VC _ <br />H.P. ELEV _ 942.91 <br />50.00 VC <br />- .... <br />........... <br />... <br />V <br />70.00. C <br />935 <br />H.P.L V = 941.91 L.P. ELEV:-_ 940.5;8 <br />L.P. STA =5+2 00 - ' <br />� <br />- `:_ <br />- <br />: H.P. <br />STA - : 9+:36.40 <br />935 <br />935 <br />_ _ <br />H;P. ELEV 941.12 <br />935 <br />935 <br />L.P. ELEV = 939.86 <br />935 <br />:..........: <br />...H:P..STA = .2+83.46:....:....:. - <br />--P _. <br />-ST-A '5+25 00 <br />- <br />.--RVI�TA_-_: <br />_ 9+37.00 <br />.. - - ..... <br />- - _ - - <br />- - <br />I+P: -aTX - -4+-53.84 <br />_ - - - - <br />-.-.-.- -tP STA A+00.38 <br />- - T - - <br />_-_ -P�ll�TA--2+-79:49---- <br />P _ <br />VI ELEV = 940:50 <br />_ <br />_ . - <br />PVI ELEV � 94� 9� <br />- <br />--- <br />_ <br />PVI STA - 1 +00.00 <br />_ <br />- <br />PVI STA 4+:54 63 <br />------- <br />_ <br />- <br />PVI :STA . 4+00.40 <br />930 <br />:..........:....A.D..= <br />PVI ELEV = 942.03 <br />A.D. = 1.20% <br />:..........: <br />A.D. <br />= -1.24% <br />930 <br />PVI ELEV= <br />942.09 <br />PVI ELEV _ 941.19 <br />930 <br />:....:....:....:... <br />PVI ;ELEV = ;939.71 <br />930 <br />.=2..6.0 ....:....: .K -- - - -67 .......... _ ... <br />_ <br />K - <br />32 .33. <br />............................ <br />- - <br />. - .24% .... <br />A D 1 <br />- .... <br />A.D. = 1.68% ..... <br />K _. 19.2.3 <br />PVC _ 2+45.0.0 PVC.. 5+00.;00;; � <br />� <br />PVC <br />T 9 +17:00 <br />= <br />K: 40:34 <br />= <br />K 41.6.9 <br />925 <br />:.....:.....:....PV.T <br />_ PVT = 5+50.00 <br />= <br />:..........:. <br />PVT <br />- 9+57.00 <br />925 <br />925 <br />::.:.::.:.:.::.:.:.:.:.::.:.:.:. <br />PVC ;_ ;4+29.63 <br />925 <br />925 <br />:....:....:....:....:.. <br />PVC: _: 3+65.40 <br />925 <br />.2+95.00....:....:.... . <br />ELEV = 94.0.65 <br />V <br />ELEV <br />- <br />- -942-.85 <br />_ <br />.PVT - -4+79.63 <br />.PVT �_ �4+35.40 <br />ELEV = 941.53 <br />ELEV _ 94:0.65 <br />: ELEV <br />_ 942.84 <br />ELEV _ 941.:04 <br />ELEV = .940:00 <br />920 <br />ELEV = 941.88 <br />920 <br />92O <br />ELEV = 941.03 <br />92O <br />92O <br />:: <br />:: ELEV = 940;00 <br />920 <br />1 <br />2 <br />3 4 5 6 7 8 <br />9 <br />10 <br />11 <br />12 <br />1 2 <br />3 4 <br />5 6 <br />7 <br />1 <br />2 3 <br />4 5 6 <br />STREET 13 <br />970 <br />970 <br />STREET 14 <br />STREET 12 <br />n <br />N 01 <br />T- <br />N.� <br />�.� <br />. <br />�.p <br />N.O �.� <br />�.O N.� <br />O.O� . <br />960 <br />960 <br />950 <br />950 <br />9 65 �.. <br />�:I*- <br />�:.. <br />�:�.. <br />�:.. :.. <br />:a;.. :.. <br />- <br />:� <br />965 <br />�P) <br />..a. <br />�r7 <br />... <br />�r7 <br />..a. <br />�r7 r7 r7 <br />..a. ... <br />�r7 r7 r7 <br />..a. . <br />:. <br />�r7 <br />. <br />955 <br />�oNCV <br />o:� o:0) <br />N N <br />N_ <br />o:0) N:� <br />,_ <br />�:o <br />955 <br />.O <br />� 10 <br />945 �.� <br />.00 T_ .O <br />_tn �.O . �.� <br />�.� �.� N.Ui 945 <br />960 <br />. . . <br />960 <br />.. :.:::. ...... <br />r , �j r7 trj <br />�.� �.� <br />..:::. :.:::. <br />r , M . r7 <br />�.� <br />r7 <br />............................................. <br />........................................................................................................ <br />. . <br />. <br />. <br />M.� <br />M.� M.� M.� <br />. <br />. . ... . <br />50.00 vc <br />- <br />950 <br />. . . ... . . . <br />... . . . ... . . <br />950 <br />:. <br />PVI STA _ 1+00.00 PVI STA _ 4+85.04 . 940 <br />PV..ELEV.. .ELEV _ .9 _ . <br />955 .........................H.P. <br />. ... . . <br />. ... <br />H.P. ELEV <br />-STA = <br />= 939..5.2 <br />.6+1.5.00........................................... <br />..... . <br />....................................................... <br />PVI STA = 1+00.00 - PVI: STA. <br />_. 5+90:56 <br />_ <br />.938.50:.. . ... <br />-� 92q <br />. <br />. <br />PVI TA =: <br />S <br />6 +15.:00 <br />945 <br />PVI ELEV = :939.84 <br />.................................................. <br />PVI ELEV <br />939.51 <br />945 <br />935 <br />0.87% 935 <br />950 <br />PVI -ELEV <br />= 939.-59 . ... <br />. . . ... . . . ... <br />. . . .. . . .. . <br />950 <br />. <br />. <br />__.......... <br />..................................:A,D:. <br />�. <br />-.1,20 <br />_ <br />105.00' : Vc-=- = - _ <br />- -._- <br />. <br />. <br />. K: <br />= 41.57 <br />940 <br />.... =0.609:.:.: <br />......: � <br />0.6 o .. . <br />- .62�: <br />940 <br />930 L.P. <br />- _ <br />ELEV = 9:34:88 .. .. ....... 930 <br />.. <br />945 <br />... . . <br />. ... . <br />PVC <br />. <br />. . PVT - <br />5+90.00 <br />6 ... <br />+40. <br />. . . STA = <br />9+18.91 <br />945 <br />50.00' VC <br />. . 50,00' VC <br />. <br />...L.P.� <br />PVI <br />STA _� 3+24.67 ... ................... <br />STA = 3+-05.00 <br />................ <br />.............. <br />PVI STA- = 1+00.00 <br />_. <br />ELEV = <br />..... ............... <br />939.44 <br />. _ _PVI . .... <br />PVI ELEV = <br />.. ........ <br />939.86 <br />935 <br />L.P. ELEV .= 938.96. <br />:H.P. ELEV =:940.12 <br />935 <br />925 PVI <br />: ELEV = 9.34.57 925 <br />940 <br />PVI :ELEV: _ 936.9:3:: <br />EL _ <br />. . . ELEV - <br />939.44 <br />.. <br />.. . . . ... <br />� .P: STA �= :2+60.00......... <br />L <br />� •� � _ � +� <br />PVI STA 4+8{ 06 <br />- - - <br />-:- <br />........................ ... <br />A. . . <br />. <br />_0.609........ <br />fl.60 ........... <br />-0.609.............0 <br />.85%..:. <br />PVI STA = 2+60.00 <br />= <br />PVI X940 <br />. . . <br />K = 37.65 <br />0.84% . <br />930 <br />PVI ELEV = 938.88 <br />E-!- <br />EL _ . . 2. . <br />. <br />50.00' . VC <br />. ... . . <br />. 5.0 0 V <br />0 C <br />V <br />6 .0 C . .. <br />137' = 7:.: ° <br />A.2D <br />_: <br />.. A.D. = --1-.22% ............ <br />. <br />920 <br />PVC = 2+:52:50 920 <br />935 - <br />'� H.P.. ELEv.-= -9391-... <br />- <br />- _ : = _ <br />L. ELEV =. 938._74 <br />L.P. ELEV = 938:74 <br />935 <br />. <br />K = 41.67 <br />K = 40.85 <br />:.PVT <br />= 3+:57.50 .....:.........:.........:. <br />_ <br />H.P.- STA <br />3+74 18 <br />......:... <br />= - - <br />L P STA �+-6(�-00--:= <br />L Py--ST-4 = -7+69.•75• <br />925 <br />PVC = 2+35.00 <br />PVC - 4+55.00 <br />925 <br />ELEV = 935.58. <br />- <br />VI: STA = <br />3+70:00 <br />_ ; _ _ - <br />PVI STA :- 4+60.00 <br />= <br />PVI STA : 7+75.00 <br />PVT = 2+85.00 <br />:.. _ <br />PVT - 5+05.00 <br />915 <br />ELEV = 9:35:03 . 915 <br />930 <br />PVI ELEV <br />= 939:20 <br />PVI ELEV-.= 938:66 <br />PVI ELEV = 938.63 <br />930 <br />ELEV = 939.03 <br />ELEV = .940.05 <br />1 <br />2 3 4 5 <br />. A.D. <br />_ -1.44% <br />A,D. = 1:20% <br />. <br />A.D.- = 1.45% <br />92O <br />ELEV = 939.03 <br />ELEV = :940.04 <br />920 <br />K=34:70 <br />K=4:1.67 <br />K_: 41.25: <br />925 <br />PVC = <br />3+45:00 <br />PVC = 4+35.00 <br />PVC- _ 7+45:00 <br />925 <br />1 2 <br />3 4 <br />5 <br />6 <br />................................................................................................ <br />PVT = <br />3+95.00 <br />PVT _ 4+85.00 <br />. . <br />........ <br />PVT- = 8+05.00 <br />ELEV: <br />= 938:99 <br />ELEV = 938.81: <br />ELEV = 938.81 <br />920 <br />. ELEV'= <br />939:05 <br />ELEV = 938.81 <br />ELEV = 938.89 <br />920 <br />1 <br />2 <br />3 <br />4 <br />5 6 <br />7 8 <br />9 10 <br />STREET 15 <br />970 <br />970 <br />965 <br />O M op.� �.� CO.p o7 <br />�a; 'LO�a; ��o�o - <br />965 <br />r7.......�. .......�. .......F).� .......�. .......�. ...... <br />. <br />960 <br />. _ . ... . _ . ... . _ . ... . _ <br />... . _ . ... . _ . ... . _ . . . .. <br />960 <br />........................... 50:00' . VC .................. . ....... <br />. • . . • . L.P. ELEV 939.68 - <br />955 <br />... <br />. . . . . L.P. STA _. 2+49'99.! . . . . <br />955 <br />............................ PVI_ TA- _..2+50-.00 ................ . <br />. <br />. . . . • . . . . . - PVI ELEV =- 939.60 - <br />950 <br />PVI STA = 1+00.00. - A.D. := 1.20% - - <br />950 <br />PVI ELEV _­ '939.36, .. K. _..41.65 ......................... . <br />. <br />- • - • :PVC •= 2+25.00 PVI STA - 6+78:00 <br />94.5 <br />. . -PVT; 77 2;+75.00 PVI ELEV _ 940.11 <br />945 <br />.................. ....... ELEV -939.75....................... <br />. . . . . . ELEV: = 939.75 - - <br />940 <br />-0:609 - <br />0.607... '.0.60 0.60%: - ov <br />........................... <br />940 <br />- 50.00 VC - - 50.00' VC - <br />935 <br />= : H.R _ELEV :939.86 H.P. -ELEV _ 941.06 <br />935 <br />��. H.P: STA- _ -1+9�5:00- -.- H,P.. sTA. �r5+e6.�o- <br />. <br />_ <br />- PVI SQA = 1+95.00 - -" eVl STA- _ : 5+06:50 <br />93O <br />: PVI ELEV = :939.93 - PVI ELEV _ 941.1-4 <br />93O <br />.. A.D: = -=1-.20% ...................... A.D.. _. -.1,20% .... . <br />. <br />- :K = 41.67 :: - - ::K = -41.63: <br />925 <br />= :PVC = 1+70.00 = _ PVC- 4+81.50 <br />925 <br />..........P -VT- _ 2+20.00 .................... PVT. �. 5+31.50.. -.. . <br />. <br />: ELEV = 939:.78 - ELEV: _ 940.99 - <br />920 <br />- :ELEV :_ 939:78 - - ELEV- _ 940.99 - <br />920 <br />0' 100' 200' 300' <br />1 2 3 4 5 6 <br />7 <br />NOT FOR CONSTRUCTION <br />Date. 11/29/16 sheet: 21 of 27 <br />Adelaide <br />0008463DTP03.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 />�' <br />�H II <br />Prepared for: <br />ENGINEER under the laws of the State of Minnesota <br />t <br />12/13/16 Revised wetland Delineation <br />CITY COMMENTS <br />lam:�H <br />IIOP5 <br />Adelaide <br />LLC02/05/17 <br />Landing <br />Street Profiles <br />Phone (952) 937-5150 <br />7699 Anagram Drive <br />03/10/17 CITY <br />COMMENTS <br />Fax (952) 937-5822 <br />Toll Free (888) 937-5150 <br />Eden Prairie, MN 55344 <br />westwoocips.com Francis D. Hagen II, PEg <br />1660 Highway <br />Y <br />100 South, Suite <br />400 <br />Westwood Professional Services, Inc. <br />02/05/17 17716 <br />Record orawdng by�date: <br />St. Louis <br />Park, <br />MN 55416 <br />Hugo, MN <br />L <br />Licase Na <br />