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© 2019 WestwoodProfessional ervlces, Inc. <br />Call 48 Hours before digging: <br />FONDANT TRAIL N. n-7r� GOPHER STATE ONE CALL <br />.O <br />O O p .O <br />0 .04 <br />0 .O <br />(D AO <br />04 .(0 O <br />.O <br />O .O O <br />� <br />p <br />.O O ro <br />00 <br />.00 00 .00 <br />00 .O <br />(V <br />.04 N N <br />00 <br />AD (O AD (O <br />.O <br />00 A0 (N .0 <br />(0 <br />970 <br />m:1 <br />u�.Co <br />o� <br />m:0 n.O U-) N.N <br />o� o� o� or1� <br />-:N CO-ED <br />�� <br />00 m.N <br />o►�i <br />�:I CO.n <br />oEri o� <br />c�:0 c0.0 0 n <br />o- . o . <br />�.... <br />CO.n <br />O:CO Ln.O N:N <br />o o o0 <br />Lf).n <br />00 <br />Ln:- <br />�o <br />N.00 Ln:� Ln.N <br />� � � <br />Ln:M <br />� <br />r').(D r') :0 N.N <br />� � g)-o <br />Ln:� Ln.r <br />go �-0 <br />CN t <br />�o <br />�.� LO CC �.rn <br />�o <br />�:n <br />r-.O U-) M U-).N Ntl') <br />�o �o <br />�.V7 <br />�o <br />�:CO O.N �:EO -t.0 <br />�� �� <br />Ln:n <br />�� <br />970 <br />.... �.. <br />N ro <br />r'-)-ro <br />r'- M r0-r•7 rr ro rr)-r•7 <br />N PO "_ro <br />rr r) N-r) <br />rr r) rr)-r) <br />�.... �.... <br />rr ro PI-)-ro r'- M <br />) <br />�.... <br />N-r'7 <br />Q).... Q).. <br />� ro �-ro rq - <br />rq-� <br />N 4- <br />�.... �.... �.... <br />N-r•7 N ro N-r•7 <br />�.... <br />N PO <br />�.... �.. <br />"_ro N ro N-� <br />N N � <br />N V <br />. Q).... Q).... <br />N-� N rM "_ro <br />Q).... <br />N PO <br />Q).... Q).. <br />"-PO N PO N-� N <br />N-� <br />. Q).... Q). . <br />N PO N-M N ro "-PO <br />N M <br />. m 0 <br />0-0 <br />M 0 0)-0 M 0 �-0 <br />M 0 0)-0 <br />M 0 �-0 <br />M 0 �-0 <br />M 0 0).0 M 0 <br />0).0 <br />M 0 0-0 m 0 <br />M-0 <br />m 0 <br />07.0 M 0 07.0 <br />M 0 <br />0.0 M 0 0.0 <br />M 0 M-0 <br />m 0 <br />M-0 m 0 07.0 <br />M 0 <br />m-0 M 0 07.0 m C) <br />M-0 <br />M 0 0).0 M 0 0.0 <br />m 0 . <br />. <br />. <br />.965 <br />. <br />.'. <br />........'..........'.... <br />. . .'. . . .'. <br />. . .'. <br />. . .'. <br />. . .'. . <br />. .'. . . <br />00' .V0...'..........'..........'..........'..........'..........'..........'.. <br />50. . <br />.' <br />50.00 VC <br />50.00 -VC <br />. .'. <br />00' ..0 ................50 <br />50 V:. . <br />. <br />00' 'VC <br />'50.00' VC . . . .'. <br />. . <br />50:.00' VC . : <br />: <br />: 105.00' <br />VC : <br />L:P. <br />ELEV = 939.22 <br />H.P. <br />ELEV = 940.38' <br />L.P: <br />ELEV = 939.22: <br />H.P. <br />ELEV = 940.72 <br />L.P.: ELEV _ 939:.36 <br />H.P. <br />ELEV =: 940.64 <br />960 <br />....... <br />H:P. -ELEV <br />= -939-.41.......:.. <br />......'... <br />H.P.. ELEV <br />._ .939.56.................... <br />_ ........ <br />H:R.. <br />STA ._ .40+08.55... <br />L.P.. <br />STA .= .37+90.00.............H.P. <br />STA: = 35+13.5.5: <br />.. ...... <br />. <br />L.P.: STA 32+61.39 ....H,P.. <br />� � .. . <br />STA ._ .30+27..4.1............. <br />960 <br />H.P. <br />STA _ 49+52.46 <br />H.P. STA = <br />43+00.98 - <br />PVI <br />STA = 42+25.70 <br />PVI <br />STA = 40+08.55 <br />PVI <br />STA37+90.00 <br />PVI STA = 35+13.55 . <br />PVI�'STA. _ 32+61,39� <br />.PVI <br />STA = 30+18.. <br />PVI STA _ 49+40.00 <br />PVI STA <br />43+40.24 : <br />P-VI <br />ELEV - 939.15 <br />PVI <br />ELEV = 940.45 : <br />PVI <br />.=. <br />ELEV = 939.14 : <br />PVI ELEV' = 940.80 <br />PVI :ELEV 939:29 <br />PVI <br />ELEV = '940.74 <br />955 <br />....... <br />PVI- ELEV-_.939.53........230.0 <br />.. V......PVI <br />ELEV <br />._ .939.84.'...................A.D. <br />_ 1.20%............'.... <br />A.U. <br />�.'-1:2.0.% ......... <br />A.D.. <br />T.'1.20.% ................'. <br />A.D. <br />_ -1: ........'..... <br />A.D.. = 1.20% <br />� ............'AID.. <br />�=- <br />_. -1,86% ........'........ <br />. <br />955 <br />. <br />A.D. <br />_-2.41%- L.P. ELEV <br />= 933.52 <br />A.D: <br />= -4.76% ' <br />' <br />K = <br />4f.67. . <br />. <br />K _ <br />41:67 <br />K <br />. . ' . <br />41.67 ' <br />. . . . <br />K <br />41:67 <br />K 41�.67 <br />.K = <br />26.89 . . ' . <br />' <br />. . <br />K := <br />20.76 L:P. STA = <br />45+72.38 ' <br />: K = 22:08 : <br />. . . . <br />. ' . . <br />PVC <br />- 42+00.70 <br />PVC <br />= :39+83.55 <br />PVC <br />. . <br />= :37+65.00 <br />. . . <br />PVC <br />. <br />34+88.55 <br />. <br />PVC: = 32+36.39 <br />-PVC <br />. . . <br />29+93.55 <br />. . <br />950 <br />... <br />PVC - <br />PVI STA <br />=- 49+15.00.........................PVC <br />45+27:00 : <br />= <br />.42+87.74.'..........'....... <br />PVT <br />42+50' 70 <br />�_ ,939�.30 ... <br />PVT <br />._ .40+33.55...... <br />. PVT. <br />. . <br />r. 38+15.-0.0.............. <br />PVT <br />= 35+38.55 : <br />.. ........._ <br />PVT: = 32+86.39 ...... . <br />PVT <br />. = . 30+43..5.5.......' ......... <br />950 <br />PVT <br />= 49+65.00 PVI ELEV <br />= 932.08 . <br />PVT _ <br />43+92.74 <br />ELEV <br />ELEV =- 940.30 <br />ELEV = 939.29:ELEV <br />ELEV <br />= 940.65 <br />ELEV.' 939:44. ' <br />940.43 <br />ELEV <br />= 939.08. A.-D. <br />5.96% ' <br />ELEV <br />= 939.52 : <br />ELEV = 939.30 <br />ELEV =: 940.30 <br />ELEV =: 939.29 <br />ELEV <br />= 940.65 <br />ELEV = 939.44 <br />ELEV 940..59 <br />945 <br />....� � <br />ELEV <br />K = 38:59 : <br />_-934.38...........'........... <br />.. ELEV <br />._ . 937.66.:....... <br />.... . ... <br />..................... <br />.................... <br />.......................... <br />........................ <br />....................... <br />.............................. <br />945 <br />PVC <br />44+12:00 ' <br />PVT = <br />46+42.00 ' <br />94O <br />. <br />.:. <br />. . .:. . ELEV <br />= 936.85 : <br />. . <br />.:. <br />. . .:. . <br />. <br />. . <br />.:. . . .: <br />. . <br />.:. . . . ' . <br />. . ' . . . .:. <br />. <br />. .:. . . . ' <br />. . <br />. .:. . . .:. <br />. <br />940 <br />................................................................ <br />-0.6 %0.6O <br />. . . ' . . ELEV <br />= 934.15 .. <br />. . ' . <br />. <br />.... <br />.... <br />-0.60% <br />.... <br />0:60% <br />.... <br />-0.60% <br />..... ......... <br />0:60% <br />-0.60% <br />1.267 <br />935 <br />.....................o0...... <br />�.s <br />........... <br />... <br />,��6% <br />........................................................................................................................................................................... <br />. .: <br />.. <br />935 <br />930 <br />:_J- <br />_ <br />__ <br />___. <br />_: <br />930 <br />�.�.�........... <br />-.. - - �.-.�'� <br />,..; _ <br />_ - <br />.- ...............- <br />_ <br />- - <br />- �..-..._ _ -..- <br />_.................................................................... <br />_ <br />- - - ........................._ <br />. . <br />.:. <br />. . .:. . . .:. <br />.. . . . <br />. . .:. <br />. . .:. . <br />. .:. . . <br />.:. <br />. . .:. . . <br />.:. <br />.-------------------- <br />--------------- <br />_ --------------=-- <br />- <br />925 <br />.........................................................................................................................................................................................................P.VI.STA-= <br />_ <br />.27.+25.98........ <br />925 <br />PVI ELEV = 937.06 <br />50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 <br />135TH <br />TRAIL <br />N. <br />970 <br />970 <br />. <br />.00 .(D . <br />.O An . 0 <br />0 <br />-(0 . <br />ro <br />0 <br />'00 . <br />.(O . <br />.CO . .0 . ro .00 . <br />ro .00 <br />. ro <br />.00 . ro <br />.00 . N <br />N <br />965 <br />o <br />1.14.... <br />-t-0 <br />r) f•�') Nir <br />Ltd 0 <br />co-r- <br />co N C0-00 <br />0 0 -t-Eo � 0 -t-N <br />rO 0 <br />CO-ED <br />� � <br />M'0 M Co <br />r '0 M 0 <br />L0.0 � N <br />M-co CO 0 co -co 0 � r-'M <br />r) (D r )-Co <br />N � <br />0't7 010 <br />0-0o N,t <br />0 <br />� <br />• 965 <br />r7r7 <br />- .. <br />rr)n <br />Lri .. -t:o) :. <br />r�17 rr)ro <br />o <br />rq� <br />.: N m :. <br />r�M <br />N:� .. �:� .. <br />rqn rqM <br />�:00 .. o:00 :. o:00 .: o 0) :. <br />r�P7 rgrn r�P7 r�P7 <br />o:0) .: <br />ff rn <br />Q.m :. <br />r�r� <br />o:M .. <br />1`0n <br />Q):cQ :. :� .. <br />Nt7 Nn <br />�:r; .. �:r; .. <br />Nn Nro <br />Q0:cQ .. Q):m .. <br />NM NM <br />Q):m :. Q0:o .. Q0:o :. �:o .. Q0.0) :. <br />NM N� N� N� NM <br />�:CQ .. �:r; <br />NM Nro <br />.. �:r; .. <br />Nro <br />�:� :. � Uri .. <br />Nro Nro <br />g):,* :. m: .. <br />Nro Nro <br />r�M <br />�0 <br />�0 <br />�0 M.M. <br />070 <br />M.M. <br />070 M.M. <br />�0 M.M. �0 M.M. <br />070 <br />0)0 <br />0)0 <br />0)0 0)0 <br />0)0 0)0 <br />0)0 0)0 <br />0)0 0)0 m0 �0 �0 <br />0)0 �0 <br />070 <br />�0 070 <br />�� GOO <br />m0 <br />960 <br />. ... <br />........................................................................................................................................................................ <br />. . . <br />. <br />... . . . <br />. <br />... <br />. . . <br />. <br />... . . . <br />. <br />... . . . ... . . . <br />. . . . ... . .VC <br />... <br />. . . <br />. <br />... . . . ... . <br />100.00' VC <br />. . ... . <br />. . ... . <br />9.0.00' VC <br />. . ... . . . ... . . . <br />... . . <br />. ... . . . ... <br />90.00' VC <br />. . . ... <br />960 <br />955 <br />. ... <br />. <br />= <br />60:00, VC <br />' : <br />.. H.P. -ELEV = 939.70 <br />L.P.: <br />ELEV <br />= 937.58 <br />: H.P. ELEV <br />= 940.72 <br />L.P. <br />ELEV <br />- 934.39 <br />955 <br />H.P.- <br />-ELEV- <br />= 940.01.............. <br />60 00 VC <br />. <br />H..P:.. STA -_ :1.1 +:15:58 <br />.....: <br />L:P.- <br />STA -= <br />9+01.00...... <br />H:P-. - STA -= <br />6+13.20................................ <br />L.P. <br />-STA- = <br />-1+-34:59 ........... <br />. <br />H.P. <br />STA = <br />15+50.98 <br />L.P. ELEV <br />= 938.49 <br />PVI STA = 11+05.00 <br />PVI <br />STA = <br />9+00.00 <br />PVI STA <br />= .6+10.00 <br />PVI <br />STA = <br />1+55:00 <br />. <br />PVI <br />STA = <br />15+50.00 <br />L.P: <br />STA = <br />1:3+39.70 <br />PVI 'ELEV _ 939:82 <br />PVI <br />ELEV <br />= 937.26 <br />PVI ELEV <br />= 941.03 <br />. . . <br />PVI <br />ELEV <br />= 934.21 <br />950 <br />PVI- <br />ELEV <br />�_ -940.14........ <br />PVI <br />STA = <br />13+45.00 <br />: A;D.: _:-1,85-� <br />.: <br />A. <br />_ -2.55% ......... <br />A:D. <br />2 8 <br />_ 0% <br />.................................. <br />A.D.= <br />2: .% ............. <br />06 <br />. <br />950 <br />A.D. <br />_ -1.65% <br />PVI ELEV <br />= 938.39 <br />K = 32:49 <br />K <br />_ 39.23 <br />K _ 32.16 <br />. . <br />. <br />K <br />= 43:64 . <br />. . <br />K <br />= 36.28 <br />- <br />A.D.:- <br />- 1.45% <br />PVC = 10+75:00 <br />PVC = <br />- <br />8+50.00 <br />PVC := <br />:5+65.00 <br />PVC := <br />:1+10,00 <br />945 <br />.PVC �_ <br />-1.5�+20.00 .. <br />........ <br />K := :41:.33.:.:::.:.PV.T <br />= :11+35:00 <br />.::..:. <br />� .: <br />PVT - <br />. <br />-9+50.00.......... <br />PVT - <br />-6+55.00....... <br />. ... . . . <br />........................... <br />. <br />PVT- =- <br />2+00:00 ..... <br />-_ ..... . <br />945 <br />PVT = <br />15+80.00 <br />PVC = <br />13+15.00 <br />'ELEV = 939:45 <br />ELEV <br />= 937.91 <br />ELEV <br />= 940.36 <br />ELEV <br />= 934.46 <br />ELEV <br />- <br />- 939.88 <br />PVT <br />13+75.00ELEV <br />_ 939:64 <br />ELEV.. <br />ELEV <br />940.44...... <br />940 <br />ELEV_ <br />ELEV <br />__ .938.56 .:.: <br />:.:.:::.:.:.:.:::.:.:.: <br />__ <br />_ <br />....... . ..:.:::.:.:.:..:: <br />_ <br />:. ' .:::.:.. <br />:::.:. <br />940 <br />-0.80% <br />0 8 ° <br />-0.60% <br />. ... <br />1.25� <br />. ... . <br />_1.30% <br />. . <br />. ... <br />. . . ... <br />. . <br />935 <br />----_ <br />...............-. <br />PVI <br />STA- _ <br />.. . . . <br />.......................................................................................................................................... <br />17+80:77: = <br />... <br />= <br />. . . <br />- - - <br />... . . . <br />- . <br />... . . . ... . . . <br />. . <br />... <br />. . . <br />. <br />... <br />. . . ... . <br />. <br />. . ... . <br />. <br />. . ... <br />. <br />. . ... . . . ... . . . <br />. . ... . . . ... . . . <br />. . . <br />... 1.507 <br />... <br />. <br />. <br />.. <br />. -0 <br />935 <br />6% <br />93O <br />PVI <br />................................................,.- <br />ELEV = <br />938.29: <br />_ <br />-:- <br />- - _ _ : <br />- �.-.-.,:.:.....`..--.. <br />- <br />_ - <br />; <br />. <br />_.......................... <br />�_- <br />. <br />. <br />. . . <br />...................................... <br />. <br />. <br />. <br />'STA, <br />. / <br />1 Q0;%L�Y <br />930 <br />. ... <br />. . . <br />... . . . <br />... <br />. . . <br />... . . . <br />... . . . ... . . . <br />... <br />. . . <br />. <br />. . ... <br />- <br />. �" . <br />------__- <br />--.-.-.- <br />------PVI <br />'PVI ELEV <br />= 93452 <br />925 <br />: <br />: <br />: <br />: <br />: : <br />: <br />�� <br />: <br />: : : <br />: <br />925 <br />18 <br />17 <br />16 <br />15 <br />14 <br />13 12 <br />11 <br />10 <br />9 <br />8 <br />7 6 5 <br />4 <br />3 <br />2 <br />1 <br />137TH STREET N. <br />970 <br />970 <br />.......... <br />'Co. <br />..� <br />............................................. <br />. .- . . � <br />. n. . <br />.O .� O 10 rn -Itn <br />-n n � <br />. . Lo <br />965 <br />N-0 <br />r rO <br />Nir C0 0 <br />00't r- <br />00 't'00 � (0 Nip I� p _14) O N <br />0O'0 Ln (0 . N'M <br />0-)(0 0.I . . . <br />965 <br />�.(D <br />.............................................................................................. <br />r0 r) <br />� I: <br />rO r+� <br />L6.r o <br />r0 PO �.� <br />L6.� L' <br />r0 PO �.� <br />Go L6.� L i o �.� oi 4.� i oi <br />r0 PO r0 PO r0 PO r0 PO r0 PO r0.PO <br />r6.� N o �.� <br />r0 PO r0.K) N-) K) <br />i o 4.� <br />r0.K) r0 K) <br />. <br />m.0 <br />�� <br />. <br />�� �� <br />. <br />�m �� <br />. . . <br />�� �o �0 mm �0) 0)0) <br />. <br />�0) 0- 0) 0)0 <br />. . <br />�0 �O) <br />960 <br />. <br />.............................................................................................. <br />. <br />. <br />. <br />. <br />. <br />. . . <br />. 50.00' .VC . <br />. . <br />. . <br />. <br />. <br />960 <br />955 <br />. <br />. <br />. <br />H.P. :ELEV = 939.:36 <br />955 <br />..............................H:P.- <br />STA -= 6+15.00............................................... <br />. <br />. <br />. <br />PVI STA 6+15.00 . <br />. . <br />. <br />95O <br />. <br />. <br />. <br />PVI ELEV = 939.44 <br />950 <br />...................................A.D: <br />=--1.20%.............................................. <br />. <br />. <br />. <br />. K 41.67 . <br />. . <br />. <br />945 <br />. <br />PVC = 5+ . . . <br />. PVI STA = <br />945 <br />........ <br />PVI <br />................. <br />STA- _ 1+00.00 <br />- <br />..PVT=-6+40.00..... .................._....... <br />:ELEV: = 939.29 <br />. PVI ELEV <br />9+18.91 .......... <br />939.71 ' <br />PVI <br />ELEV = 936.98. <br />ELEV 939..29 <br />. <br />. ... . .. . <br />940 <br />........:::.......:::.......:::.: <br />_ = <br />- 0.60%.......0.60%..... <br />_o :.:.::: <br />607 <br />�:5rb :.:::.: . <br />940 <br />. <br />... <br />. .0.73% <br />. <br />. ... ... <br />... <br />. . <br />00' VC <br />. . 50.00' VC . <br />. <br />80.00' VC <br />935 <br />- <br />-H P : aEV <br />H.R. STA <br />9W8:92 <br />3+80.40 <br />- = _ - _ L�P : ELEV_ .:938.58 : _ <br />L.P. STA - A+-6(-:-06- <br />_ .:.:.:::.:.:.:. <br />- _ <br />L.:P:.. ELE:V =. 938,37. <br />-LP-. -ST-A = 8+04.22 <br />935 <br />PVI STA = <br />3+7.8.00 <br />PVI STA = 4+60.00 <br />_ - - _ _ <br />PVI STA- _ 8+22.00 <br />930 <br />............. <br />. . . <br />... <br />PVI ELEV . <br />. . A.D: = <br />_ ... 9.00 <br />-1.33% <br />. PVI .ELEV. =. 938..51.:::.:.:.:.:::.:.:.:. <br />.. . . . ... A.D. = 1.20% <br />PVI: ELEV . _ . 938.20. <br />A. D. = 2.16% <br />930 <br />. . . <br />... <br />. . . K= <br />. ... .K 41.67. . . . ... <br />. . . ... . . <br />. K=37M. <br />925 <br />..:.:::.:...PVC <br />. <br />= <br />. PVT = <br />3+53.00 <br />4+03.00 <br />......:::. PVC. =. 4:+:35:.0 ....:::.......:::.:.:.:. <br />PVT = 4+85.00 <br />PVC. =. 7+82:00 .:. <br />PVT = 8+62.00 <br />925 <br />ELEV <br />= 938.82 <br />. ELEV = 938.66. <br />ELEV =-938.44 <br />920 <br />: <br />. ELEV <br />= 938.85 <br />_ <br />= . <br />920 <br />1 <br />2 <br />3 <br />4 5 6 <br />7 8 <br />9 10 <br />FLETCHER LANE N. <br />960 <br />960 <br />.0 . <br />.0 . to <br />r T_ r .N <br />955 <br />COED <br />ro N.0 r- <br />N.0 rO N -t-rn Ln 00 0.0 <br />to <br />955 <br />0:6 :. <br />.. o:.aJ.. . o�:.aMJ.. <br />o:06.. 05 .. n 05 .. 4:0i <br />�. rO n <br />Orn.M. <br />:�4 0.75 . <br />..o�:.M05 <br />.M <br />.M <br />�o <br />(.M .rnrn <br />aj <br />950 <br />. . <br />PVI STA = 1+00.00 <br />. . . <br />PVI ... <br />TA = 5+90,56 <br />950 <br />945 <br />PVI <br />....070%........... <br />:ELEV .939.69 <br />: PVI . ELEV: _: <br />. . ... . . . ... . <br />0.60%.:.:.: <br />939.36 <br />-0.62%. <br />945 <br />940 <br />940 <br />50.00' VC <br />50-.00' VC <br />935 <br />L.P. <br />L.P. <br />.ELEV. <br />STA . <br />=: 938.73 :..:: <br />2+49.93 ...... <br />H.P. ELEV = :939.97 � <br />H.R. -STA = -4+79.59... _....._ <br />._ _ <br />935 <br />PVI <br />STA = <br />2+48.00 <br />PVI STA = +.8:OG- <br />E -LE1_865T-I <br />. �3._ _ <br />A. D. = 1:30% <br />_PV930PVI ELEV =940.05 <br />..A.D. =-1..22% ........... <br />. <br />930 <br />K: =: 38.45 <br />K = 40.98 <br />925 <br />PVC = <br />PVT = <br />2+23.00 <br />2+73.00 .. <br />PVC = 4:+55.00 . <br />. <br />. PVT = -5+05.00.............. <br />.. . <br />925 <br />ELEV <br />= 938.83 <br />. ELEV = 939.90 <br />920 <br />ELEV <br />= 938.80 <br />ELEV :_ : 939.89 <br />920 <br />1 <br />2 <br />3 4 5 <br />6 <br />Westwood I hereby certify that this plan was prepared me or under AL Revisions <br />direct supervision and that I am a duly licensed PROFESSIONAL mod; Jgg <br />ENGINEER under the laws of the State of Minnesota. 11 07 18 Revised Pond 12 <br />04/22/19 Revised per Plat Checl(e& JHB <br />Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 12/12/19 Revised for 5th Add. <br />Fax (952) 937-5822 Minnetonka, MN 55343 12/27/19 Phase 2 Record Grading Drawn: DJW <br />Toll Free (888) 937-5150 westwoodps.com John Bender <br />Westwood Professional services, Inc. Date: 03/11/20 License No. 43358 Record Drawing lql& e: DIM <br />Prepared for: <br />E <br />31 30 29 28 27 <br />FLINT <br />CIRCLE <br />965 <br />................................. <br />CO <br />9 6 0 <br />I�.p <br />U ro <br />CD.ta <br />�.0 <br />N �Ar) I-.00 <br />Q0.� '.� <br />�.O <br />Qo.n <br />I-.O <br />CO <br />O_ <br />� <br />_ CO r. <br />N � <br />�. <br />N-� <br />_ m r. <br />N � <br />�. <br />N <br />_ O N_ _ M'-N. . m N. <br />r7 � N-� N � <br />. M,-M. . m M. . <br />N-� N � <br />m M. <br />N-� <br />. m, M. <br />N � <br />. M, 40, . <br />N-;4: <br />N <br />m <br />0 <br />0) 0 <br />M-0 <br />0) 0 <br />rn-0 <br />0) 0 rn-0 0) 0 <br />rn-0 0) 0 <br />M-0 <br />0) 0 <br />0)-0 <br />949 <br />a"110. <br />0.60% <br />. . . . . . - 0. 73% <br />940 <br />.........':.........:............50.00'. <br />H.P. <br />VC....... ................ ... . <br />ELEV = 943.66 <br />H.P. <br />STA = 5+97.68 <br />935 <br />........................PVI . <br />PVI STA. = 1+00.00 PVI <br />STA .= .6+00.00... . .. .. . <br />ELEV = 943.74 PVI STA = 7+47.06 <br />930 <br />PVI ELEV = 940.72 ' <br />A:D. _ -1.33% PV1 ELEV = 942.67 <br />- - - --.- .'.-- --=.' <br />.K...37..:55.. .......'--;----- <br />PVC = 5+75.00 - - <br />PVT = 6+25.00 <br />925 <br />......... .......... ........ <br />ELEV: _ : 943.:59............................. <br />ELEV = 943.56 <br />1 2 3 4 5 6 7 <br />FLAY AVENUE <br />0 M :rn <br />955 L606 4 00 � ,� 4 C6 955 <br />mao) M 0 0)-0 M 0 0 <br />950 950 <br />9 45 PVI .STA. <br />PVI ELEV =: 936.351 <br />-1.'12q <br />935 <br />..... . .__...- . . : ...... <br />LPVI- STA-.=- 1+00.00- <br />PVI ELEV' = 938.59 <br />925 925 <br />0F5 Adelaide LLC <br />1660 Highway 100 South, Suite 400 <br />St. Louis Park, MN 55416 <br />0 1 2 <br />3 4 <br />Adelaide Landing 4th & 5th Add. <br />Phase 2 grading <br />ADELAIDE <br />- L A N D I N G- <br />Hugo, MN <br />an <br />Twin City Area 651-454-0002 <br />Mn. Toll Free 1-800-252-1166 <br />955 <br />am <br />935 <br />925 <br />0' 100' 200' 300' <br />Latest Revision Date:03/11/20 <br />0008463DTF20.dwg <br />Date: 10/02/18 sheet: 7 of 9 <br />Street Profiles <br />