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0 2016 Westwood Professional Services, Inc. <br />STREET 1 <br />M,IIf <br />MOS <br />920- <br />70 <br />. o <br />O <br />.,t <br />.O <br />N <br />�, � <br />di <br />.� <br />.� <br />.r <br />.0D <br />.Lr) <br />.� <br />.pr) <br />.N <br />.pr) <br />.� <br />.pr) <br />.O <br />.O <br />.M <br />.N <br />.� <br />.n <br />.... <br />L.R.'ELEV'.=:939:25 <br />�.rn <br />r�.00 <br />�.� <br />o.� <br />�.d <br />�.� <br />�.� <br />�r.c4 <br />�o.co <br />�o.N <br />l�.tn <br />�.cv <br />N.M <br />in <br />�.O <br />�.� <br />�.� <br />�.d <br />0�.0 <br />�.� <br />rn.in <br />rn.M <br />rn.N <br />970 <br />n. <br />O-tM <br />.-;I--n . <br />Orn pM <br />.� �. . . . <br />Orn CV <br />. . . .� �. <br />O-� <br />.� �. <br />M -N <br />.� �. . . . <br />M- * <br />. . . .� �. . . . <br />O-rn <br />. . . .� 60. . . . <br />O CV <br />. . . .� �. . . . <br />00-N <br />. . . .� �. <br />co-� <br />.� �. <br />co <br />.� �. <br />o0 -CV <br />.� �. . . . <br />00-N <br />. . . .� 60. . . . <br />Orn -CV <br />. . . .� �. . . . <br />0.. <br />.� �. <br />O-� <br />.-4 �. <br />O � <br />.� �. <br />M.. <br />.� �. <br />ai-O <br />.� 60. . . . <br />� O <br />. . . .� 60. . . . <br />I� O <br />. . . .� �. . . . <br />�o O <br />. . . .� 60. . . . . . . . <br />A.D.:= -2.51% <br />.. <br />A.D; <br />_ -2.60% <br />PVI ELEV _ 935.50 <br />PVI: ELEV <br />:= 938.22 <br />- XD. <br />_ :-1.20% <br />: A.D. <br />= 1.19% <br />PVI STA _: 49+55:00 <br />li- <br />W <br />J......... <br />K- <br />K = 19.93 <br />_ <br />K = 19.26 <br />1.60+88 <br />: A.D..= <br />A.D. <br />- =1.41 <br />. . . <br />. . . <br />... . . . <br />... . . . <br />K - 41.59 <br />- <br />K 42.05 <br />PVI ELEV = 939.�F5 <br />M,IIf <br />MOS <br />920- <br />70 <br />. o <br />o <br />110.00. VC <br />.50.00' VC - <br />. . N <br />.50.00' VC . <br />.O . <br />.N <br />T_ . . . .O . . . . .O . <br />. . . <br />50:00' VC <br />.0) . <br />50.00' VC <br />. <br />..... • <br />ao... <br />�......... <br />L.P. ELEV := 938.77 <br />H P. ELEV. = 940.45 : <br />..... H.P.. ELEV:.= <br />.940.79..:...... <br />150:00 VC <br />.......... <br />'50.00�.-VC .............. <br />,H.P: ELEV,.=':940:75........... <br />.... <br />L.R.'ELEV'.=:939:25 <br />. . M.N . . . <br />-. . . . . <br />.......................................... . <br />Ln .65 <br />. . . -.970 <br />L.P. <br />STA = -66+46.25 <br />H.P. STA =: 64+93.22 . <br />. H.P. STA =- <br />61+27.62 . <br />. L.P. ELEV = 936.25 <br />H.P.: ELEV <br />.= 938.37 <br />H.P. STA = <br />52+75.05 <br />L.P. STA = <br />50+00.68 <br />40.00' VC <br />O) <br />.. P <br />STA _..66+38.00 <br />PVI STA =- 65+00.0:0 . . <br />.. PVI STA = <br />61+13.96 <br />. . <br />L.P. 58+45..13. <br />H.P: STA - <br />-56+85.00 <br />. PVI .STA _ <br />52+75.00 <br />PVI STA = <br />50+01.00 <br />H. P. ELEV . 939,38 <br />........ <br />.. <br />I� PVI <br />_ <br />ELEV := 938.40 <br />..... PVI ELEV:= 940.60 ................. <br />PVI- ELEV:.= <br />.940.90............ <br />_STA . _ <br />PVI STA = 5$+45.00 <br />..... PVI- STA- =-:57+10:00 <br />................... <br />PVI 'ELEV'. <br />_ 940:$3. <br />:..... <br />.PVI ELEV. <br />- <br />= 939.18. . <br />........F+.P:. .STA- _- 49+-60:21................ . <br />M 0) <br />. . . <br />. M 0) <br />A.D: _ 2.77% <br />A.D.:= -2.51% <br />.. <br />A.D; <br />_ -2.60% <br />PVI ELEV _ 935.50 <br />PVI: ELEV <br />:= 938.22 <br />- XD. <br />_ :-1.20% <br />: A.D. <br />= 1.19% <br />PVI STA _: 49+55:00 <br />li- <br />W <br />J......... <br />K- <br />K = 19.93 <br />_ <br />K = 19.26 <br />1.60+88 <br />: A.D..= <br />A.D. <br />- =1.41 <br />. . . <br />. . . <br />... . . . <br />... . . . <br />K - 41.59 <br />- <br />K 42.05 <br />PVI ELEV = 939.�F5 <br />V.. <br />. <br />w <br />=.39.67 <br />PVC = '65+83.00 <br />...PVC- = --6�4�+75.00 ................. <br />PVC _ <br />96 <br />.4:02%........ <br />K = 37.29 <br />K- =- 35:34................... <br />.. ... <br />... . . . ... <br />= <br />PVC. <br />52+50:00... <br />PVC = <br />49+76:00..A.D.-'= <br />-- 59%.................... . <br />1: <br />oo :.:::. <br />N <br />960 <br />PVT 66+93.00 <br />PVT = ' 65+25.00 <br />. . PVT = <br />61 +38.96 <br />. . <br />PVC 57+70.00 <br />. . PVC = <br />-56+85.00 <br />. . . ... . . . ... . . . <br />50.00' VC :.:.:::.:50..00' <br />PVT - <br />53+00.00 <br />PVT = <br />50+26.00 <br />. . . . . <br />K = - 25.21 <br />. . <br />.. <br />_. 939.28 <br />ELEV- = 940.37 .. . . <br />. . . ELEV: <br />= 940.40 - <br />PVT _ <br />PVT - <br />-57+35.00 <br />M,O) 6).0) <br />. ELEV.= <br />.940.68 <br />ELEV <br />•= 939.33 • <br />PVC = 49+35.00 <br />- <br />...............ELEV. <br />. . <br />. . . <br />ELEV := 939.05 <br />........ELEV: = 940.20................... <br />ELEV:= <br />940.75........ <br />. . . . . . <br />........ . _ .59+20.00. <br />.. <br />. . . ELEV = 937.01 <br />... ... -ELEV-: <br />_ - 938:37 . <br />.. . �.0) <br />....... <br />'ELEV, <br />_ <br />=- 940:68 <br />........ <br />. . . 'ELEV' <br />_ ... <br />i � 939:33 <br />...... PVT :- 49+75:00: .................. . <br />. . . <br />. . . . <br />. <br />: 160.00': VC <br />H.P. ELEV <br />- <br />- 939:84 <br />- <br />ELEV - 937.01 <br />ELEV <br />:= 937.72 <br />. <br />H.P. STA . <br />35+13:.53 <br />. . . <br />L.P.ELEV = 939.22 <br />ELEV = 939.25 . <br />. <br />955 <br />. <br />.... H.P: STA = 49+60.21 <br />L.P. ELEV <br />= 935.85 <br />H.P:.STA = <br />PVI .STA =. 42+38.55:::.:. P <br />ELEV = 939.33 . . <br />3:7.+7.1.55 <br />... ............ <br />. -1.59% 0.91% <br />_0.59 . . <br />. . . . . . . . <br />. . . . . . <br />. . <br />PVI_ STA -7 30+18.55.:.:::... <br />-x.60% <br />. <br />. . . . <br />. . . . . . . <br />. 0:60% <br />. . . . . . . . . <br />. . <br />. <br />. . . <br />. . . . . <br />. . . 60:00' VC <br />. . <br />. . . . . . <br />2.017 <br />. . . . . . . <br />.......... <br />= 939.19 <br />2 01�° <br />. . . . . . . <br />. . . . . <br />. . . . . . . <br />. . . . . <br />. 0.5 . . <br />.1. <br />. . . . . . . . 007 . . . . . <br />. . <br />........................................... <br />. <br />PVI ELEV _ 940.53 <br />. <br />L.P.. ELEV = .939.51................................................................ <br />90.0:0' VC <br />: <br />PVI: ELEV = 939:.45 <br />PVI STA: = <br />_ <br />.................................................................................................................................. <br />PVI ELEV <br />= 940.04 <br />. <br />A:D.: _ 1.20% <br />. <br />.�,--�_ <br />_- <br />L.P. STA <br />L.P. ELEV <br />PVI ELEV = 939.15 <br />H.P.:ELEV = 939.85 <br />H.P. STA <br />L.P. <br />ELEV - 37.73 H. <br />9 <br />A.D. _ : -1.73% <br />= 940.87 <br />..::.:.:.:.:::.:.:.:.:::.:.:.:.::. <br />950 <br />:: A. D. = -1.59%.:.:..... <br />PVI: ELEV <br />= 935.25 <br />. <br />63+6_8.76- <br />- . <br />----- <br />------____ <br />K _ :4.1:67....:.:.:::.: <br />__-= . <br />-.-.-----=-- <br />- -__ <br />_--__ <br />AD . = 20% . :.:::.:.:.:.:::.:.:.:.:::.:.:. <br />950 <br />H.P::STA. =.:15+50.04 :.:.: <br />. K := : 28.8?.:::.:.:.:.:::.:. <br />. _ <br />PVI =. 939..4.0............................................................................................................. <br />950 <br />L.P. <br />-- :.: <br />STA 9+01.00 M.P. <br />-__-.:` <br />_ <br />= :3.97%.... <br />................ <br />- K = 22:43 <br />- --- <br />_ <br />. <br />- - -___. _ � _............... - <br />_ .. � <br />........................................ <br />. . <br />... . <br />. ... . . <br />.ELEV. <br />... . . ... . 1.50% <br />... . . ... <br />. . ... . <br />. ... . . ... . . <br />... . . ... <br />. . ... . <br />. ... . . ... <br />. . ... . <br />. ................. <br />. ... . . ... <br />...... . <br />. . ... . <br />.. - . -._> .V :-� _� /.-. <br />. ... . . ... . . ... . . . . . . . <br />. . . <br />. . <br />. . . <br />. . . <br />. . . . . . . <br />. . . . . <br />. <br />. . . . . . . . . . . . . . . <br />. . . . . . . . K-= 39.92 <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 />PV+ <br />P. .=........................................................................................................................................................................................................ <br />. <br />.. . . .. <br />945 <br />. .. . . .. . <br />PVT = 49+75.00 <br />PVC = <br />44+55.00 <br />PVT' =: <br />44+:13:55 <br />. <br />. <br />. . <br />... . <br />. ... . . <br />... . . ... .PVT = 6:3+98.76 <br />... <br />. . ... . <br />. ... . . ... . . <br />... . . ... <br />. . ... . <br />. ... . . ... <br />. . ... . <br />. ... . . ... <br />. . ... . <br />. ... . . ... . . ... . . ... . . <br />. . . <br />. . <br />. . . <br />. . . <br />. . . . . . . <br />. . . . . <br />. . . . . . . . . . . . . . . <br />. . . . . . . ELEV =939.58 <br />. . . . . . <br />- <br />. . . . . . . . <br />- . . . <br />. . . . . . . . . . . <br />. . . . . . . . . <br />. . . . . . <br />. . . . . <br />. . . . . . . <br />. . . . . . <br />. . . . . . . . . <br />. . . . . . . <br />. . . . . . <br />. . . . . <br />. . . . . . . . . <br />. . . . . . . <br />. . . . . . <br />. . . . . <br />. . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . <br />=. -2.80%. <br />= - <br />- <br />.C.=. <br />ELEV =939.67 <br />............ <br />ELEV = 940:38 - <br />=- 2:06% ............... <br />ELEV 939.33: <br />:ELEV <br />= 937.62 <br />ELEV <br />= 938:85 <br />- <br />69 <br />68 <br />67 66 65 <br />64 63 <br />62 <br />61 60 <br />59 58 57 <br />56 55 <br />54 <br />53 52 <br />51 <br />50 49 48 47 <br />STREET 1 <br />MO.] <br />�1011_0191 <br />�OSTI.11 <br />�1011 to] <br />OLD] <br />......................................................................................................................................... <br />. . . . . N . . . . ._ . . . <br />. .rn . . . <br />. . N <br />,to . <br />.O . <br />.N <br />T_ . . . .O . . . . .O . <br />. . . <br />.N . . . . <br />.0) . <br />. . . .,It . . <br />. . .to . <br />.O <br />. .N .O . . . <br />. .rn . <br />. . . .F1, . . <br />. . .N <br />T- .LO . <br />STREET 4 <br />�.U7 . . . . . M.n . . . <br />. . . . -. . . . . . -. . . . . <br />. . M.N . . . <br />-. . . . . <br />. . m.O . <br />. -. . . <br />Ln .65 <br />. . . -.970 <br />N.I_ <br />co.0 . . <br />. . . �.� . -.� L0.� . <br />O.N . <br />. �.,t . <br />. . . . Co.tr) . . <br />. . . N.N . <br />�.� <br />_ Ln.� <br />�.� <br />Q.� <br />. �.- <br />. . . . . N.0) . . . . . O.po . <br />965 <br />. . . . . �Q. . . . . �O. . . . <br />r7 to r1) V) <br />. �Q. . . . <br />r7 to <br />. �.0). <br />r'�N <br />. . . . �.0). <br />r1)N <br />. . . . �Q. . . <br />r7n <br />. . �Q. . . <br />r7 to <br />. . Q).O?. . . . . . . Q.O. . . . . . . Q.O. <br />r' -)N -;I- K) �n <br />. . . . . . <br />Q.0?. . . . . <br />_tN <br />Q).O?. . <br />i")N <br />. . . Q).O?. . . <br />i")N <br />. . . . Q.0). . . . <br />�N <br />. . . Q.0). <br />�N <br />. . . . . . Q.0?. . . . . Q).00. . . . <br />�N r7N <br />. Q).O?. <br />r7N <br />. . . . Q.0?. . . <br />�N <br />. . Q.0?. <br />�N <br />. . . . 9).00. . . . . 00.0?. . . . <br />r7N r7N <br />. . . . <br />.M . <br />o.6 ... <br />10 . <br />00 <br />� <br />0 <br />M 0) M 0) <br />. . . . . . . . . <br />M 0) <br />. . . <br />. M 0) <br />. . . M 0) <br />M 0) <br />. . . . <br />M 0) <br />. . . <br />M 0) M 0) M 0) <br />. . . . . . . . <br />. . . <br />M 0) . . . <br />M 0) <br />M 0) <br />. . . . <br />M 0) <br />. . . . <br />. M 0) <br />M 0) 000) <br />. . . . . . . . <br />. M 0) <br />M 0) <br />. . . . <br />. . M 0) <br />M 0) M 0) <br />. . . . . . . . <br />. . <br />�:o <br />965 <br />�:Oo <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 />. . . ... <br />. . <br />. . <br />. ... . . . .. . . . ... <br />. ... . . . ... . . . ... <br />. . . <br />. . . <br />.. ... <br />... . . . ... <br />. . <br />. . <br />. <br />. .. .. . . . <br />. ... . . . ... . . . ... <br />. <br />965 <br />oo :.:::. <br />N <br />960 <br />:.:::.: <br />N <br />. <br />. ... . . . ... . . . ... <br />:.::: . . . . . . . . ... <br />. . . ... <br />. . . . <br />. . . <br />. . . . <br />... . . . <br />... . . . <br />... . . . ... <br />. . . . ..:::.:.:.:.::: <br />. . . ... <br />. . . ... . . . ... . . . <br />50.00' VC :.:.:::.:50..00' <br />... . <br />. . ... <br />: VC <br />. . . <br />... . . . ... <br />. . . ... <br />50.00' : VC <br />. . <br />. ... . . . ... . . . ... <br />. . . <br />... . . . ... <br />. . <br />. <br />. ... . . . ... . . . ... <br />50.00' :V.C:.:::.:.:.:.:::.:. <br />. <br />960 <br />M,O) <br />M,O) 6).0) <br />. .. 40.00' .VC... ... <br />:.........:... <br />M.0) <br />...... <br />80.00' VC <br />O�.0) <br />L.P. ELEV = 939.30 : L.P. ELEV <br />.:.:.:.:::.:.:.:.: <br />= 939.26 <br />M.0) . <br />H:P. ELEV <br />.:::.:.:.:.:::.:.:. <br />= 940.66 <br />. . . . . <br />:.........:.........:.........:.... <br />� CA <br />.. . �.0) <br />. . . 0).0) .. . � O) <br />H.P. ELEV _ 940:43 <br />.. . � 0) . . 0).0) . <br />. . . . <br />H.P: ELEV = 939.38: <br />: 160.00': VC <br />H.P. ELEV <br />- <br />- 939:84 <br />- <br />L.P.:STA . 42+38.55 L. p. <br />STA = <br />37+71.58 <br />. . <br />H.P. STA . <br />35+13:.53 <br />. . . <br />L.P.ELEV = 939.22 <br />. . . <br />H.P..STA .= 30+26.26 <br />955 <br />.... H.P: STA = 49+60.21 <br />L.P. ELEV <br />= 935.85 <br />H.P:.STA = <br />PVI .STA =. 42+38.55:::.:. P <br />3:7.+7.1.55 <br />PVI STA = <br />.35+13..55 <br />L.P.. STA : 32+48.5:5 . <br />- <br />PVI_ STA -7 30+18.55.:.:::... <br />955 <br />955 <br />N.^ �O . . <br />_ <br />OWSTA STA = 49+55.00 <br />L.P. STA. = <br />45+74..67 <br />PVI STA- = <br />.4:3+47..01 .:.:::.:.:...::: <br />43+73.55 <br />- <br />-VI <br />PVI ELEV - 939.23 <br />= - PVI <br />.STA.... <br />ELEV <br />.......... <br />= 939.19 <br />PVI ELEV <br />.. _ <br />= 940.74 <br />: <br />_ <br />PVI STA - 32+48.55. <br />9.0.00' VC <br />. <br />. <br />PVI ELEV _ 940.53 <br />. <br />. <br />90.0:0' VC <br />: <br />PVI: ELEV = 939:.45 <br />PVI STA: = <br />45+35.00 <br />PVI ELEV <br />= 940.04 <br />. <br />A:D.: _ 1.20% <br />A.D. <br />= 1.20% <br />: A. <br />= -1.20% <br />L.P. ELEV <br />PVI ELEV = 939.15 <br />H.P.:ELEV = 939.85 <br />H.P. STA <br />L.P. <br />ELEV - 37.73 H. <br />9 <br />A.D. _ : -1.73% <br />= 940.87 <br />..::.:.:.:.:::.:.:.:.:::.:.:.:.::. <br />950 <br />:: A. D. = -1.59%.:.:..... <br />PVI: ELEV <br />= 935.25 <br />A.D.:_ <br />: -3.57.% <br />950 <br />K. =. 41.67::.......:::...:.:.:::.. <br />K _ :4.1:67....:.:.:::.: <br />950 <br />, <br />K _ 41:64 <br />:.:.:::.:.. <br />AD . = 20% . :.:::.:.:.:.:::.:.:.:.:::.:.:. <br />950 <br />H.P::STA. =.:15+50.04 :.:.: <br />. K := : 28.8?.:::.:.:.:.:::.:. <br />950 <br />L.P. <br />-- :.: <br />STA 9+01.00 M.P. <br />K = 25.21 <br />. .A.D.: <br />= :3.97%.... <br />................ <br />- K = 22:43 <br />- <br />PVC- = 42+13:55 <br />PVC _ <br />37+46.55 <br />- <br />PVC = <br />34+88-.55 <br />- <br />K, � , 41:67. . <br />- _ - <br />- <br />- <br />- <br />PVC = . 29+93.55 - <br />PVI STA = 15+50.00 - <br />PVC = 49+35.00 . <br />- K <br />= 40.33 <br />PVC- _ <br />43+33:55 <br />- <br />PVT: = 42+63:55 : <br />PVT _ <br />37+96:55 <br />PVT = <br />35+38:.55 <br />. <br />.. PVC = 32+23.55 - <br />. <br />. <br />. <br />. PVT.= :30+43.55 . . ... <br />. <br />.. . . .. <br />945 <br />. .. . . .. . <br />PVT = 49+75.00 <br />PVC = <br />44+55.00 <br />PVT' =: <br />44+:13:55 <br />_ 938.56 <br />ELEV = 939.38 . <br />:PVI <br />_:.9:39:34.:...:.:::.:.. <br />ELEV <br />= 940.59 <br />PVI <br />- <br />VT : 32+73.55 - <br />934.36 <br />95 <br />... ELEV = 940:25 <br />... . . - . <br />945 <br />945 <br />ELEV = 939.25 <br />PVT . <br />46+15.00 <br />EL1=V <br />. .:::.:.:.:.:: <br />=. 939:80 <br />= _ <br />...... A.D..... 1.20% ............A.D....1..20% <br />.:.:.:ELEV. <br />ELEV = 939.38 <br />ELEV <br />= 939:34 <br />- ELEV <br />= 940.59 <br />=. -2.80%. <br />= - <br />- <br />- <br />............ <br />ELEV = 940:38 - <br />=- 2:06% ............... <br />ELEV 939.33: <br />:ELEV <br />= 937.62 <br />ELEV <br />= 938:85 <br />- <br />. . <br />. . <br />. <br />. <br />. ... . . K = 41.74 . <br />. <br />. <br />: <br />ELEV = 939.30 : <br />: <br />: <br />: : <br />940 <br />= 43:64 <br />. . ... . <br />. ELEV <br />= 936.05 <br />. . PVI ELEV _ 936.5:0 <br />4.60% <br />945 <br />PVC = 15+25.00: <br />.. . . . ... . . <br />. . . . <br />... . . . .. <br />. <br />. ... . . . ... . . . ... <br />PVC <br />940 <br />. . . ... <br />0.5 o <br />. . . ... <br />. . . <br />. . . . <br />.. <br />. 0. 60% <br />-0.60% ..�. . <br />.. <br />0:60% <br />940 <br />=0.60% - <br />0.60% <br />=0.60%. <br />PV.T. _.:15+.75.00 ....:::.:PVT <br />:_ :1:3+65.00...::.: <br />PVT -- .11+:35.00.::..:.:.: <br />_ . :.:.: <br />PVT - 9+50.00 <br />PVT <br />. 6+55.00 <br />:.:. <br />;2 g1%: <br />. 50.00 VC : <br />PVT- =- <br />2+00:00 ............... <br />. . . <br />... . . . <br />. . . . ... <br />. . <br />. ... . . . . . . . . ... <br />. . <br />. <br />. ... . . 1.137 <br />.... <br />. ... ELEV = 939.67 . <br />. .. <br />.1.00% <br />. ... <br />. . . <br />... . <br />.. <br />ELEV = 938.06 <br />ELEV = 940:51 <br />. KP. ELEV = 940.54 . <br />ELEV <br />= 934.61 <br />... . <br />. ... . <br />. ... ... =1.129; <br />. . . <br />. . .. <br />.. . .. . H.P. ELEV <br />= 943.79 . <br />.. .. . .. . . .. <br />. ... . . . ... . . . ... <br />. . . ... <br />. . . <br />o ...... <br />... . . . <br />... . . . ... <br />. . . ... <br />_ <br />. . H. . A = + <br />.. <br />:.:.:::.:.:.:.:::.:.:.:............................................................................................ <br />.. <br />- 940.60 <br />.. .. <br />.. <br />.. . . <br />ELEV <br />= 935:03 <br />. ... <br />940 <br />935 <br />. ... . .. . . . . .. <br />935 <br />935 <br />. ... . . . . . . . . ... <br />. . . . <br />. . . . <br />... . . . <br />. . . . . . <br />. . . <br />. PVI STA = 40+08.55 <br />.......................................... <br />. . . . <br />.. . 0.60% <br />. . . . . <br />- .60� <br />0 <br />... <br />.............. ............... <br />. .. . <br />1.2 57 <br />. .. <br />_1 30% <br />...... <br />...... <br />............................. <br />. . <br />. . .. <br />. . . . .. <br />....... <br />. . . .. . <br />930 <br />,__ : <br />: <br />: <br />. <br />---- --_ <br />= 94 <br />_ _ <br />- 33% <br />: P l ELEV = 940_6 <br />. <br />: <br />: <br />: <br />: <br />: <br />: : <br />: <br />: <br />: <br />: : <br />. . . ... <br />930 <br />... } <br />.507 <br />. . . . <br />...�.. <br />930 <br />... . <br />._ <br />'A.D.' =. -1:.20% <br />-----------...-.---------------.------ <br />PVI ELEV <br />:.:: <br />_ 940 87 <br />-:. :: . ... . �. K = X7.66:.:.:.:. <br />. . <br />930 <br />- <br />-------------------- <br />. <br />. . ... <br />- <br />- - <br />... . <br />. . ... . <br />. . ... <br />. ... . . . ... . . . ... <br />. . . L✓ <br />... . . <br />. . <br />. . <br />... . . . ... <br />... . . . ... <br />. . . ... <br />. . <br />. . . <br />_ <br />.. .K. 41.70 <br />.......... ._ ........... <br />. .ELEV: <br />- - <br />- - _ _ _ - <br />PVC - <br />��-. <br />. <br />- <br />. <br />_ <br />925 <br />. . . <br />: : <br />: <br />: <br />: <br />: <br />: <br />: PVC = 39+83.55 : <br />. ... <br />: <br />: <br />. PVI =.1 .938073 . <br />_ _ <br />. . = <br />6+25.00 <br />PVI STA = 27+25.98 <br />925 <br />PVI ELEV = 938.44. . <br />... . . . ... <br />. . ... . . . ... <br />. . . ... <br />. . . <br />... . . . <br />... . . . ... <br />. . . ... <br />. . . .. - <br />. . . ... <br />. . . <br />... . . <br />. ... <br />. . . ... <br />. . . . <br />/ <br />930 <br />925 <br />. ... . . . ... . . . ... . . . ... <br />:.:.: <br />925 <br />- <br />.PVI ELEV - 937.2.1 <br />ELEV:=.943.�2:.............................. <br />. <br />. ... . . . ... . . . . <br />. . . . ... <br />. . . <br />... . . . <br />... . . . . <br />. . . . ... <br />. . . .. _ <br />ELEV-� 4.4 <br />_- . . . <br />... <br />. <br />�.�-------.___�-...-.-.-.- <br />. <br />-------1*{2t2: <br />. ... . . . ......:.........:......... <br />920 <br />................................ <br />. . <br />. <br />. <br />. <br />. <br />. <br />. ELEV = 940.46 : <br />. .. . . . . <br />: <br />: <br />. . <br />...� <br />� f. <br />��� <br />_, . - . .. . <br />. . . .. <br />. . <br />. .. . . <br />. ... <br />9ZO <br />= 934 67 <br />50 49 48 <br />47 <br />46 <br />45 <br />44 <br />43 <br />42 41 40 <br />. <br />. .. . . .. . <br />39 <br />38 <br />37 <br />36 <br />35 <br />34 33 <br />32 <br />31 <br />30 <br />29 28 <br />27 <br />STREET 2 <br />STREET 4 <br />970 <br />970 <br />965 <br />965 <br />..................................................................................................... <br />. . . . .N . .N . <br />..... �.m "10 <br />.N . <br />00.E <br />.N <br />. .O . . . . .0. . . <br />-t-00 �-t <br />. .- . <br />00.E <br />. . . .O . . . . To. <br />M.O r --r- <br />. . . <br />.... <br />. . . <br />L,.� <br />. . <br />mb <br />. .� . <br />oo.� <br />10 . <br />r --u,) <br />10 <br />�,.o <br />. <br />.M . <br />o.6 ... <br />10 . <br />00 <br />� <br />0 <br />STREET 3 <br />.............. <br />Do <br />� <br />�-� <br />I ..I ..1 <br />T- T- <br />-t-o M -to <br />. 1.. I.. I <br />T- <br />�_N <br />..I ........... .. <br />.0) .i .. <br />-t-r .r-.* <br />. <br />. <br />965 <br />co.� <br />o <br />�:o <br />�:Oo <br />�:� <br />965 <br />960 <br />960 <br />960 000. <br />i. <br />960 <br />....... gip. ......: :� :.:::.: <br />r7 t+j r7 t+j <br />N:o; :.:::.: <br />r7 t+j <br />oo <br />rrJ t+j <br />:.:::.: o :.:::.: o:� :.:::. <br />r7 t+j r0 fvj <br />o :.:::. <br />r7 Kj <br />:.:::. :.:::. <br />N tvj N <br />oo :.:::. <br />N <br />:.:::.: <br />N <br />:.:::.: <br />N <br />oo:� :.:::.: <br />N t+j <br />N Nj <br />:.:::.: <br />o;:� :.:::.: <br />N Nj <br />:.:::.: <br />N t+j <br />. <br />N <br />. . . . . .�.r. <br />N.� <br />. . . . . . .O�.N. . . . . . . .O�.c,1. <br />N N. <br />. . . . . . .O�.M. . . <br />N <br />. . . . .O�. . . . . . . .�. . . . . <br />. <br />N.� N.� . <br />. . . . <br />. . . . . M.0) . M.0). <br />M,O) . <br />M,O) <br />. 6� O) . O� O) . <br />M,O) <br />M,O) 6).0) <br />O�.0) <br />M.0) <br />O�.0) . <br />M,O) <br />O�.0) <br />. <br />07.0) <br />M.0) . <br />M 0) <br />. . . . . <br />. <br />� CA <br />.. . �.0) <br />. . . 0).0) .. . � O) <br />. . . M.0) <br />.. . � 0) . . 0).0) . <br />. . . . <br />. . <br />. <br />. . . . . . <br />. . . <br />. . . <br />. . <br />. . <br />. . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . .M . .N . .O . <br />960 <br />960 <br />955 <br />N.^ �O . . <br />955 <br />955........::.........::.........::.........::.........::.........::........ <br />955 <br />. <br />... . . 50.00' VC : <br />50.00' VC <br />,.VC <br />60.00' VC <br />: <br />100.00' VC . <br />9.0.00' VC <br />. <br />. <br />. <br />. <br />90.0:0' VC <br />: <br />...... .......... ....... <br />rn:a rn:rn .rn <br />. <br />. . <br />. <br />. . <br />955 <br />H.P. ELEV = 939.75 - <br />L.P. ELEV <br />= 938.64 <br />H.P.:ELEV = 939.85 <br />H.P. STA <br />L.P. <br />ELEV - 37.73 H. <br />9 <br />ELEV <br />... <br />= 940.87 <br />..::.:.:.:.:::.:.:.:.:::.:.:.:.::. <br />L.P. <br />ELEV _ <br />934:54 <br />955 <br />950 <br />950 <br />950 <br />:: <br />950 <br />H.P::STA. =.:15+50.04 :.:.: <br />L.:P..: STA :=:13+40.00 <br />_ _= :1:1+:15:53.:::.: <br />L.P. <br />-- :.: <br />STA 9+01.00 M.P. <br />STA :� <br />. 6+13.20 <br />L.P: <br />STA � <br />1+34:59 ::.:.:.:.:::.:. <br />:.:::.:.:.:..::.:.:.:.:.. :.:.:.:::.:. <br />................................................................................. <br />PVI STA = 15+50.00 - <br />PVI STA = <br />13+40.00 <br />PVI STA - 11+05:00 <br />PVI <br />- <br />STA - <br />STA <br />- <br />-_6+10.00 <br />PVI <br />STA =-1+55:00 <br />. . . ... . . . ... . . . ... <br />. <br />. <br />.. . . .. <br />.. . . . .. . . .. <br />. .. . . .. . <br />.. . . .. . .. . . .. . .. <br />. <br />950 <br />PVI ELEV = 939.82 <br />PVI ELEV <br />_ 938.56 <br />PVI :ELEV = 939.97 <br />- A.D. = <br />:PVI <br />_9+00.00 :PVI <br />ELEV - 937.41 PVI ELEV-: 941.18 <br />PVI <br />ELEV <br />934.36 <br />95 <br />945 <br />... . . - . <br />945 <br />945 <br />. ....... <br />945 <br />= _ <br />...... A.D..... 1.20% ............A.D....1..20% <br />_ <br />-1.85% <br />................................A.D. <br />-_ -2.55% ........ <br />A:D.- <br />=. -2.80%. <br />................................... <br />A:D.- <br />=- 2:06% ............... <br />PVI STA = 3+00:00 <br />.......... ... ........... <br />.........::.........::.........::.........::........ <br />.. <br />.. <br />. . <br />.....: . . <br />_ <br />. 0.737 .. <br />. <br />. ... . . K = 41.74 . <br />K = 41.67 <br />K - 32.45 <br />.. . <br />K = 39.23 <br />K : = 32.16 <br />K <br />= 43:64 <br />. . ... . <br />. . PVI ELEV _ 936.5:0 <br />4.60% <br />945 <br />PVC = 15+25.00: <br />PVC = <br />13+15.00 <br />PVC: _ 10+75.00 <br />PVC = 8+50.00 <br />PVC <br />= :5+65.00 <br />- <br />PVC := <br />1+.10.00 <br />945 <br />940 <br />940 <br />940 <br />:..:.:.:.:.::.:.:...:.::.:50.00'. <br />VC:.:.:.:...::.........::... <br />940 <br />PV.T. _.:15+.75.00 ....:::.:PVT <br />:_ :1:3+65.00...::.: <br />PVT -- .11+:35.00.::..:.:.: <br />_ . :.:.: <br />PVT - 9+50.00 <br />PVT <br />. 6+55.00 <br />:.:. <br />....................... <br />PVT- =- <br />2+00:00 ............... <br />........................... ....... <br />. <br />.... <br />. ... ELEV = 939.67 . <br />. .. <br />.ELEV <br />= 938.71 <br />-ELEV - 939.60 . . <br />. <br />.. <br />ELEV = 938.06 <br />ELEV = 940:51 <br />ELEV <br />= 934.61 <br />... . <br />. ... . <br />. ... ... =1.129; <br />. . .. <br />.. . .. . H.P. ELEV <br />= 943.79 . <br />.. .. . .. . . .. <br />. <br />940 <br />. ... ELEV = 939.67 : <br />:ELEV <br />= 938.71 <br />:ELEV = 939:79 <br />ELEV - 938.03 <br />- <br />ELEV <br />- 940.60 <br />ELEV <br />= 935:03 <br />. ... <br />940 <br />935 <br />. ... . .. . . . . .. <br />935 <br />935 <br />......::.......:.::.:.:PVI <br />H.P. STA = <br />. STA .= <br />5+97.60 <br />.6+OQ-QQ:.. <br />. <br />.... . ..: <br />... 935 <br />....................... <br />. ... . ... . . . <br />=o:6a% <br />.......................................... <br />. . . . <br />.. . 0.60% <br />. . . . . <br />- .60� <br />0 <br />... <br />.............. ............... <br />. .. . <br />1.2 57 <br />. .. <br />_1 30% <br />...... <br />...... <br />............................. <br />. . <br />. . .. <br />. . . . .. <br />....... <br />. . . .. . <br />......... _ ......... ............. <br />... <br />----- <br />. ... . ... . . . ... . . . ... <br />. <br />_06 <br />PVI :STA : <br />I <br />1 +00 00 PV ELEV <br />= 94 <br />_ _ <br />- 33% <br />_ . <br />VI A +4 <br />.. _ <br />0 <br />PVI ELEV..... 9 <br />. <br />935 <br />. ... . . . ... . . . <br />. _ - - - _ _. _. . . . <br />... . . . ... <br />... . . . ... <br />. . <br />. . <br />. ... . . . . .. . . . . .. <br />. ... . . . ... . . <br />. . . <br />... . <br />... . <br />. . ... . <br />. . ... <br />. . . ... <br />. . . <br />... } <br />.507 <br />. . . . <br />935 <br />930 <br />... . <br />._ <br />930 <br />930 <br />PVI ELEV <br />:.:: <br />_ 940 87 <br />-:. :: . ... . �. K = X7.66:.:.:.:. <br />. . <br />930 <br />...............,............................................................................................................................................. <br />. <br />. . ... <br />. . . <br />... . . . ... . . . <br />... . <br />. . ... . <br />. . ... <br />. . . ... <br />. . . <br />... . . <br />. ... <br />. . . ... <br />. . <br />6% <br />.......... ._ ........... <br />. .ELEV: <br />- - <br />- - _ _ _ - <br />PVC - <br />. . <br />- 5-075._09 <br />- - - - - - -...... <br />PVI STA. = 17+80.77: = <br />. . _ . . . <br />_ <br />. . ... <br />. . . <br />... . . . ... . . . <br />... . <br />. . ... . <br />. . ... <br />. . . ... <br />. . . <br />... . . <br />. ... <br />. . . ... <br />. . . . -.Q <br />. PVI =.1 .938073 . <br />_ _ <br />. . = <br />6+25.00 <br />:: <br />930 <br />PVI ELEV = 938.44. . <br />... . . . ... <br />.-.- <br />. ... . . . ... . . . ... <br />- _ . . . .. . . <br />-- <br />. . . <br />-....__.- <br />... . . . ... . . . <br />... . <br />. . ... . <br />. . ... <br />. . . ... <br />. . . <br />... . . <br />. ... <br />. . . ... <br />. . . . <br />/ <br />930 <br />925 <br />. ... . . . ... . . . ... . . . ... <br />:.:.: <br />925 <br />925 <br />ELEV:=.943.�2:.............................. <br />. <br />925 <br />................................................-._ <br />_ _ ----.... <br />- <br />_- . . . <br />... <br />�.�-------.___�-...-.-.-.- <br />. <br />-------1*{2t2: <br />. ... . . . ......:.........:......... <br />................................ <br />L V <br />_ 94 <br />. ... . . . . .. . . . <br />. .. . . . . <br />.. . . <br />. . .. . . . . .. . . . . .. <br />. . <br />...� <br />� f. <br />��� <br />_, . - . .. . <br />. . . .. <br />. . <br />. .. . . <br />. ... <br />-PVI ELEV <br />= 934 67 <br />. ... . . . ... . . . ... . . . ... <br />. <br />. . .. <br />.. . . . . . . .. <br />. <br />. .. . . .. . <br />.. . .. . .. . . .. . .. <br />. <br />925 <br />. ... . . . . .. . . . <br />. .. . . . . <br />.. . . <br />. . .. . . . . .. . . . . .. <br />. <br />. . <br />. - <br />925 <br />920 <br />. . ... . . . .. <br />920 <br />920 <br />. <br />920 <br />18 <br />17 16 <br />15 <br />14 <br />13 12 <br />11 <br />10 9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />1 2 3 <br />4 <br />1 <br />2 <br />3 4 <br />5 <br />6 7 <br />8 <br />L_ <br />0' 100' <br />!I <br />200' 300' <br />NOT FOR CONSTRUCTION <br />Call 48 Hours before digging: <br />811 or <br />calI811.com <br />Date: 11/29/16 <br />Sheet: 19 of 27 <br />Common <br />Ground Alliance <br />Adelaide <br />0008463DTPOl.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 />1 <br />t <br />ENGINEER under the laws of the State of Minnesota <br />12/13/16 Revised wetland Delineation <br />CITY COMMENTS <br />lam: <br />>�H IIOP5 <br />1 <br />Adelaide LLC02/05/17 <br />Landing <br />Street Profiles <br />Phone (952) 937-5150 7699 Anagram Drive <br />03/10/17 CITY COMMENTS <br />Fax (952) 937-5822 Eden Prairie, MN 55344 <br />Toll Free (888) 937-5150 westwoodps.com <br />Francis D. Hagen II, PE <br />.I <br />1660 <br />Highway 100 South, Suite 400 <br />g Y <br />Westwood Professional Services, Inc. <br />02/05/17 <br />17716 <br />Record orawdng <br />by�date: <br />St. Louis Park, MN 55416 <br />Hugo, MN <br />L <br />> icse Na <br />