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<br />C5 Ki 64
<br />W4 -piOri
<br />4 .6 L6 6
<br />1):11Y Nn N n MM 61-A o
<br />0) C'm mm mm C'm .-M .0
<br />970
<br />965
<br />---
<br />......
<br />965
<br />960
<br />0
<br />0 0 ii0m, VC
<br />.........
<br />L P ELEV '= 93&77
<br />:66+46.25
<br />-
<br />' H.P.
<br />m
<br />50.00' VC
<br />H.P. ELEV..-.940.45
<br />STA 64+93.22
<br />50.00' VC
<br />H.P. ELEY - 940.79
<br />H.P. STA 61+27.62
<br />...........................
<br />150.00' VC
<br />50.00! VC.
<br />H.P. ELEV = 938.37
<br />50,00' VC
<br />H.P: 'ELEV � 9403S
<br />50.00' VC
<br />LP ELEV _� 939.25
<br />40.00' VC
<br />960
<br />LP'
<br />PIA STA 65+00.00
<br />PM STA 61+13.96H.P.
<br />L.P. ELEV = 936.25
<br />H P STA - 56+85.00
<br />H.P. STA = 52+75.05
<br />PVI STA = 52+75.00
<br />L.P. STA =50+00.68
<br />ELEV 939,36
<br />955
<br />P\A. 5TA. =.'66+38.00
<br />PM ELEV _= 938.40
<br />......
<br />-
<br />PIA ELEV: = 940.60
<br />PVI ELEV - 940.90
<br />A.D.:= -2.60%
<br />J -P.. STA.= 55+45.13 .....
<br />PA STA = 58+45.00
<br />PVF STA =:57+10;00
<br />PM ELEV 940:83
<br />PM STA = 50+01.00
<br />...
<br />PVI ELEV 9-390�
<br />H.P.-: STA- 49+ 64.77
<br />955
<br />A.D.A,D 2' 77%
<br />.77%-
<br />A.D.- -2.51%
<br />X - 19.26
<br />9
<br />+ P E
<br />PVI ELEV = 935.50
<br />t =-63
<br />PM ELEV = 938.22
<br />PV ELEV = 9 22
<br />38
<br />A.D. -1.207
<br />A.D.:1.19%-%
<br />PVI STA 49+55.00
<br />230.bO' VC
<br />2.50
<br />K, 9
<br />m.w......... K .39.67
<br />P V ; + 3 *0
<br />PVC = :65+B3.00
<br />0
<br />N
<br />K 19.93
<br />9 9 3
<br />PVC 6= 00
<br />PVC = 6 75
<br />4 75.00
<br />++25.00
<br />PVC
<br />PVC - 60+88.96
<br />+"8
<br />�6�
<br />P W 61+38
<br />PVT 61+38.96
<br />A
<br />_p' A02
<br />kD�4-02?-'
<br />37. 2;
<br />K 3729
<br />A.D. = -1.41%-
<br />XD' = 7' 41
<br />....... K- = M34
<br />K 3534
<br />K = 41.59
<br />PVd ft- 52+50:06
<br />K 42:05
<br />PV( 606
<br />, = 1;+7
<br />PVI LLEV 9,39.45
<br />A.D.'. - .-2.29%
<br />L.P. ELEV = b33.48
<br />LP; STA - 45+72.53
<br />950
<br />5; PVT -66+93 00
<br />�4+
<br />P = 5+25
<br />PVT 65
<br />ELEV.- 940.40
<br />ELEV. - 940.
<br />PV
<br />PVC .00.
<br />C 57+70 - 00
<br />PVC 56+85.00
<br />+
<br />PV = 5 85 1 00
<br />:57+35.00
<br />PVT 53+00.00
<br />PVT 50+26.00
<br />K 17.43
<br />PVl STA 45+23.72
<br />945
<br />9
<br />ELEV:= 9392 8.
<br />(L il. V 939.28""""
<br />......... m .8
<br />. .. .
<br />ELEV:= 939.05
<br />IV =
<br />....
<br />ELEV- 940 37
<br />V 37
<br />... ELEV' M.20
<br />LE 9� 0
<br />0
<br />ELEV - 9M4 .75
<br />- -
<br />VT
<br />P 9+2000
<br />PVT.=. 59+20-0.0....
<br />-
<br />E 37
<br />LEV 9 0
<br />ELEV - 937.0,
<br />1
<br />PVT
<br />P� �7+35_00
<br />ELEV- 938;37
<br />LE 3
<br />E 9 8 37
<br />...... ....
<br />.....
<br />ELEV 940.68
<br />ELEV- 940.66
<br />ELEV 939.33
<br />ELEV 939:3�
<br />PVC- 49+35.06
<br />PVT:- 49+M00:
<br />PVI ELEV b32.08
<br />�q kl)� '5 94%
<br />945
<br />.
<br />ELEV .37 1
<br />ELEV 937.0
<br />ELEV 937.72
<br />ELEV '37 _ 72
<br />ELEV 939.11
<br />K -38.75
<br />940
<br />0
<br />9% 0.91%
<br />_0,
<br />. . .
<br />2 ...........
<br />2.01V
<br />.................
<br />.......
<br />.................
<br />0.80%
<br />0.5
<br />ELEV 939.33
<br />PVC 44-�08.72
<br />PVr 46+38.72
<br />ELEV = 936.95
<br />940
<br />935
<br />- - - - - - -
<br />- -
<br />VC
<br />60.00, VC
<br />L L V
<br />L.P.. ELEV 13.9.51
<br />L.P. STA = 63+6226
<br />.........
<br />- - - - - -
<br />-
<br />-2
<br />......... ... . ...
<br />.............
<br />..................
<br />71Z.
<br />ELEV = 034.05
<br />..... ........
<br />935
<br />ZT. +,
<br />--P%a STA = &3+68.76-
<br />-
<br />--_--- - -- - -
<br />- - -
<br />- - - - - - - -
<br />- - - - - - - - - -
<br />930
<br />......
<br />PM ELEV 9 0
<br />PVl BLEV. 93�9,40 .
<br />A.D. 1.50%
<br />.........
<br />- - - - - - - -
<br />.......... ........
<br />-
<br />-
<br />.........
<br />- - - - -
<br />- - - --- - - - -
<br />- - - - - -
<br />......
<br />930
<br />L925
<br />K Z 39.92
<br />925
<br />PVC. =.63+38.1.6..
<br />PVT = 63+98.76
<br />.......
<br />-W
<br />ELEV - 939.58
<br />920
<br />920
<br />70 69 68
<br />67
<br />66 65
<br />64 63
<br />62 61 60
<br />59 58
<br />57 56
<br />55 54
<br />53
<br />52 51
<br />50.
<br />49 48
<br />47 46 45 44
<br />970
<br />970
<br />965
<br />m 0;0 x1:05 atm
<br />mv
<br />041
<br />no co
<br />4 N 000
<br />q, C4 CS c� Cj
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<br />C� 0q c! 9 0� "m
<br />� 4;;. 4
<br />V V n" 4
<br />MM
<br />0`01 00 mm 00, .:Cl 001
<br />..,a n I
<br />C,� as Cd C'i 6 _: r.:
<br />'M '43 nn, Mnnl')�
<br />0`m Mm .:m .0
<br />.4,
<br />-, "T a,:*
<br />-:.rz -lr,:
<br />A W) n n
<br />0 -0
<br />r-: -:.r.Z r.: .-:r,*.
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<br />0 Iq -xi
<br />� k6 c-�
<br />'n py
<br />m
<br />n
<br />k6 965
<br />960
<br />......
<br />50.00' VC
<br />...
<br />.................
<br />50.00' VC
<br />.....
<br />960
<br />955.
<br />PM 'STA = 10+12:00
<br />L.P. ELEV:= 937.18
<br />:LP., -STA 22+56.68
<br />....
<br />LP. ELEV = 935.16955
<br />-LP; ST -A-:= 28+87.32 ......
<br />.........
<br />PIA ELEV = 938.62
<br />PVI STA = 22+56.52
<br />PIA STA- = 28+88.01
<br />950.....
<br />PM STA 12+18.00
<br />PVI ELEV := 937.10
<br />.... A:D: = 1.21%-
<br />K = 41.41
<br />.......
<br />.
<br />PVI ELEV 935.10
<br />..... AD 124%
<br />36
<br />....... ...
<br />950
<br />945
<br />PVI 936.00
<br />PVC = :22+31.52
<br />PVC = 2;.i.ol
<br />945
<br />FLAY ROAD NORTH
<br />.ELEV, ...........
<br />PVT = :22+81.52
<br />.... PVT. - = 29+13.01.
<br />ELEV = 937.25
<br />ELEV = 935.25
<br />STA 9+66.88-20+74.33
<br />940
<br />02% .........
<br />... . .....
<br />ELEV 937.25.
<br />ELEV 935.26
<br />. . ....
<br />.. .......
<br />940
<br />130TH WAY NORTH
<br />935
<br />5.
<br />0.00-W
<br />H.P. ELEV 936.92
<br />..... 50.C)V.:.VC
<br />FLO'.- ELEV 941.89
<br />.................
<br />D*
<br />30'--
<br />Z7.
<br />.............
<br />-0.60%
<br />.......... .....
<br />935
<br />STA 20+74-33-304-M
<br />93o
<br />=
<br />H.P STA 10+73.11
<br />PVl-* ST -A- 10+75.OG
<br />PVI ELEV 9.39.00
<br />......
<br />H.P. STA VF+Vl-.97-
<br />PVt STA. .14+50.00 .
<br />M ELEV 94200
<br />- - - - - - - - - - - - - - -
<br />H.P. ELEV - !'
<br />- - - - - - -N4- STA- -24+06.4-7 -
<br />...... .... RVI -STA .24+06.52.
<br />PVI ELEV � 938.00
<br />- - - - - - - - ------
<br />.........
<br />-
<br />.......
<br />- - - - -
<br />......
<br />- - - -
<br />... 930
<br />925
<br />A.D. -1.307
<br />......K :- 38:52 ......
<br />PVC = 10+50.00
<br />.............
<br />I : A.D. -2.33%
<br />K =_ 21.44.
<br />PVC ='14+25.00
<br />.......
<br />A.D. = -1.20%
<br />K -.41.59
<br />PMC - 23+81.52
<br />925
<br />920
<br />PVT = 11+00.00
<br />ELEV, =•938.85
<br />ELEV - 938.82
<br />PVT ='14+75.00
<br />... ELEV. .9.4-1.57. .
<br />ELEV = 941.85
<br />PVT = 24+31.52
<br />ELEV =937.55. 93745
<br />ELEV = 937.85
<br />...
<br />...
<br />920
<br />915
<br />9 10 11
<br />12
<br />13 14
<br />15 16
<br />17 18 19
<br />20 21
<br />22 23
<br />24 25
<br />26
<br />27 28
<br />29
<br />915
<br />30
<br />970
<br />970
<br />N Na
<br />�:E 1'2 mav o," m1p; I , :, , :, , :-, " , - - - - 0 10 0 n 0
<br />0 Ico o'* n 00 MZ m
<br />. W? 0 0 Im In Y0 no I -M IN .0 11 A00 .2 -0 ON .0
<br />OM
<br />MM r7,M"ri )99- P")R- f"�A 'A -A 4g. . �!g.
<br />65 �.:g. . - 965
<br />n.:W nV -nA n n n �n I I I n vll 6:1.. c%i�!. c,�:!. 6.1.. ci:d . c�.cs ci:cs C� C; C�cs c�io;
<br />0, .:0 0 mm mm m mc, .:m m :a, c,o, 0:0 00, M:m m mm I)* n* n* n* nd. nn-
<br />c,:m ma, .0 mo, mm
<br />9 0
<br />6 50.00' VC
<br />......... ... .......... 130. 00' - VC - ..... 100.00!.VC ... H.P� ELEV _� 940:91 960
<br />H.P. ELEV:= 941.02 H.P. ELEV = 940.74
<br />H.P. STA 46+89.00
<br />50.00, VC: 60.00' VC :H.P. STA -,35+49.59 H.P. STA = 44+50.68
<br />955 �!.Pt ElLEY. =. 93�.5�7: L.P. ELEV = 936.82 PVI: STA 46+88.52
<br />1 - :PVI -STA :35+49.52 .... .. ..... PA STA. m. 44+46.82 ... ... PA 'ELEV' 941.00'955
<br />H.P. STA- �1+32.26- LP i STA X2+'98'.5'9' PM ELEV := 941.42 PVI ELEV = 940.90
<br />PVI STA: = 31+31.52: Pm STA 33+28.59 A.D. = -1.41%
<br />A.D.AD99% A.D. = .-1;32%-
<br />K = 35.58
<br />950 P.M. 51 -FY. 935.55: ......... 1�= .2'0.03. ...K�M(36 950
<br />A.D.124% A.D. 1,40%_\ PVI � PM STA 37+21.06: PVC = 43+96.82 :PVC 46+053.52
<br />: *K = Z44: K 42.84 PV`r = -35+89.52 PM ELEV 938.00 PVT = 44�.82 PVF 47+13.52
<br />945 Pyr 3ItO552: PVC - g.;8 := 9 ELEV 940.82 945
<br />ELEV 40.62. ELEV. A .9,40.54 ELEV 940.83 ........
<br />ELEV 940.60
<br />PVT- 31+56.52- PVT 33+58.59 ELEV 940.62 130TH WAY NORTH
<br />ELEV 936.49: ELEV 936.82
<br />940 ELEV 937.60 . . .... -1.9 .-0.62%. _'Ar__ -0.61% o.72% -0.69% 940 -44@46.81
<br />...... ...... ....... 2.00%. 91T 0.90,%-- ..... STA 28+00
<br />935 o.64% -0-60%- 0.60% FONDANT TRAM N.
<br />. .. . .. - _: �- - - . ___ I . � - 50.0;;
<br />50.00' VC Vd__ - . . .. ...... .............. 935
<br />�_50:00 VC ........
<br />- L.P. E V = 940;07 . LA-ELEV � 4M.98- 50.00 VC STA 44+46.81-48+90.96
<br />930 - - - - - - - - - - tP.-ELEV ELEV. 936.31: H.P. STA 39+66.17 STA .41+64.11 uLEV=-9'4"a-- - - - - - --- - - - - - - - - -
<br />L.P. +STA � .28+8 STA. ��Zi:QQ.89 ...... Lp� STA. 45+67.81 ... 930
<br />PM STA 28+138 1 -PVI STA 32+00.89 PVI STA 39+61:52 PA STX 41+65:91' ' : .... ..
<br />PVI ELEV 935.1 PVl ELEV - 936.23: PV1. E71 EV = 940.16 PVI ELEV �: 9,38-90 PVI STA 4,5+69.81 PVI STA = 48+97.48
<br />925 A.D. = -1.51% = PIA ELEV - W.15
<br />\rA.D.. =. 1.24% D.. ... AX, -m-1.33 _PVVELEV 939,56 925
<br />K = 40.36 : K-=-44.67. :K"='37:64:..... 37:64 K '�- 37.71
<br />PVC = 28+63.01 PVC =:31+75.89 PVC = 39+36;52 PVC = 41+40.91
<br />920 PVT = 39+86:52 PVT: = 4i+§O.gl PVC 45+44.81
<br />PVT... 29+13.01. +294.81
<br />ELEV 935.25 ELEV 939 PVT 45 920
<br />ELEV 936.38 ;94 ELEV 939.05 ELEV 940.30
<br />ELEV 935.26 ELEV 936.38 ELEV 940.01 ELEV 939.08 ELEV 940.33
<br />915
<br />28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49
<br />0* go'% 5
<br />5.- _'V
<br />H.P.H ELEV 9'00'
<br />LL.P.L
<br />P�STA
<br />. A
<br />P 'T , V
<br />Vi F C
<br />A _,.5 A
<br />Westvmod 7 7 MEET I MMO/PRMOSED ELEV-64 - - - - - -
<br />7 /./17 M, 0-... ADELAIDE
<br />Phone (952( 931-5150 ]699 Anagram Drive �E6 7 5 PROPOSED PRMLE OP5 Adelaide LLC
<br />F- (952) 937-5822 Ed.. P.Ift, MN SSW sm
<br />TW- (Na)937-5150 wtw-dp.- jolm newer �Azm oty 1660 Highway 100 South, Suite 400 L A N D I N G
<br />westwood Prafesd�l SA� Im rhft 08/23/17 L,_ 43M Ro=d Dmwlnx bvjfd� Prepared
<br />repa� 'or. SL Lam Park, MN 5596 Hugo, MN
<br />Call 48 Hours before digging:
<br />GOPHER STATE ONE CALL
<br />Twin City Area 651-454-0002
<br />Mn. Toll Free 1-800-252-1166
<br />Ai
<br />FONDANT TRAIL N.
<br />STA 43+87-69+18.05
<br />C), 100, 200' 300'
<br />Dat. 05/19/17 short 12 of B
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