LOT L IAE AD,X/,5'TGE.NT Q®
<br /> 906.15, cM A) ?E661?29 OF 501? rVE
<br /> .��? - �•
<br /> ti 6�j
<br /> 13 N BEING' A PMT16V LF SEGTILW 25 G.M. A09 6W
<br /> NOTED SOS ic-1Q5'1rs1o1/lrZ
<br /> CORNER 419 970. 47V16,r,, oUNQ� GITY 0I STUGXTGW, "WIN WIN CWfl GAL IFO NIA
<br /> .\ PER �jR o� w \ M
<br /> .s� /NTE.t/ArOTO BE WO';I- M ON E `
<br /> E.ISTERLY CORNER p,Ii- ° (NOT
<br /> , N m
<br /> f, s
<br /> ---,%� s' �6o.' S� _ � � / W \ SIEGFRIED ENGINEERING, Inc.
<br /> SE*
<br /> 5T06�TM GAL IFOWA NOVE4,69,, 1996
<br /> Q•
<br /> a2 00 U SHED 2 Oc 2 51ETS
<br /> r
<br /> DETAIL G / - Z '� 5 \ \ R = 33755.00'
<br /> r_ A \ _
<br /> SCALE. l -000 NoT TO SCALE / 1:4► 0'51160 29 w �, L = 500.77'
<br /> RUN�AY 1431'I I/ ' _ a CH = S 16'50'13" E
<br /> Iv, \ � -A v o, \ 500.76' (M4 A)
<br /> �� \
<br /> N -,Z,-,Z,13 n
<br /> 5 s s�2 y N o A Jo _ .
<br /> 1
<br /> ll • , � L• � a, o
<br /> / - 9 t1 N P•� \ �o es�\\ � � � � •W
<br /> /2 4 �CI TY L 1M1 T L IAL' '
<br /> I9
<br /> \ 16.643 ACRES o ��F` I I N is \`
<br /> N72'13'57'E
<br /> 24rW \\
<br /> 22 M
<br /> 2E \ N.p.L. n \ ,��� ��. ��1� ��h J��. . `�o- X26.12 Oq' 3
<br /> �•� \ J °� i s' y. oma. N E Z42 , o
<br /> 46 1
<br /> IN 1515 Z4Z.L)4
<br /> 35-5 `Sp \ \� ��'Op.L y i o. ea, Z 04'
<br /> MON. INE G�` \\16.0/? AGRES\ :_ __—O.P L �` �'' , i yZ4.04'4 A -a P.0 E PER 6 DETAIL rDr
<br /> FD L17 X\ZINECz/ \`` ,. -7 — -� $ j.N• 821126 `\ NOT TO SCALE
<br /> Z , \ IRQORT ydA � os;, F-•w c, v �': 2
<br /> •Q P L' \ �� ,O `rj `r"'isem _�� o`�'o m m `\
<br /> W - �--- -'0' ✓ Op �- . o „ EAl
<br /> -4. N 63� 34 ` �• Q IXDIv
<br /> �,, ati� h �� ACRES ( 6 J \ , �- o
<br /> 3 m 10 L8�',- 6351
<br /> 11 - \ AIS
<br /> \\ /1.924 ACRES (RI) v- — - - E - �
<br /> \ - - \
<br /> L11 _ NJ'1- 534. 3 ,r
<br /> X = 6,344,924.645 �y A� Q` \ C` ,2- - L5 , \\
<br /> L4 20 \ Y = 2,148,317.732 �G p ��co '`.� C3 2 _ - L1
<br /> FD. C.O.S. MNONUMIENT 6S-14 PER R.S. 29-34 �� .'�� �P ° - `
<br /> 572'44'17'IN 0.40' OF TI INTERSECTION P9 �� - 1 L9
<br /> 0
<br /> 1 19 - o, 4 G5,
<br /> qOF AIRPORT nAY AND G.E. DIXON STREET113s"
<br /> cp�aW\ \
<br /> \
<br /> <, 11 -
<br /> \2/
<br /> DRI VE m
<br /> L5
<br /> L3
<br /> cfl w' 10.56/ ACRES (RI)
<br /> r r L IA BEARING DISTANCE \TAIL B N m V 35
<br /> DE '
<br /> Ll N 17'/5'43" n 60.00' ' ��
<br /> NOT TO SCALE F�.:>. �� ��
<br /> L2 N /715'43' H 80.00' 22.280 ACRES(RI) 0 1 �5 42,51 W �5'O
<br /> L3 N 58'16'16' N 45.72' 172 o
<br /> .R. .�. 3 3 -- � �
<br /> L4 N 2344'50' E 45.72' EASEMENT \\ 1Z6.00� (M
<br /> CLINE RADIUS DELTA ARG choo L5 S 7244'17" H 170.00' 5 16-,5
<br /> 4, P. 313
<br /> N0. FT. r FTFT. LO N 72'44'17' E 170.00' 1S 1 3 7
<br /> 42 .6 - '�-
<br /> • - L 7 S 8/'49' " H 504' ' 'i 5E► ��-3�'�3 J// 25 " /
<br /> CI 500.00 32'40'26' 285.13 S 63'50 21 E 281.29 A _
<br /> L8 N 71'/238" E 300.11' moo'
<br /> C2 500.00 2?05'09" 236.37 N 86'1651' E 234.1'] 10' P.8602593 X38
<br /> 00 59'9535' 521.50 S 772256' E 498.l8 L9 S 72'44'17' W 400.00' 9 !•N 1 '- ,^ M 6
<br /> C3 500 '
<br /> L 10 N 7244'/7' E 150.00'
<br /> 4' (j0 5q0 �S_; --10'i5.61 RAILR� _ -'' 26
<br /> C4 462.50 594535' 482.39 S 7722'56' E 960.82 L - -
<br /> C5 537.50 59'4535' 560.62 S 7722'56' E 535.55 L I 1 N 72'44'17" E 14.83' 8 1 (( �Z •4251 50UTY�j " TWE
<br /> i�- ;- LL
<br /> L 12 N 72'/357' E 43.19' _ 5 T JOEY? 98 �M b 1N
<br /> L13 N 72/357' E 43.19' N 68'4l'3�'IN 173.75/" 5•�� , g5g6 1+ PINT SEG ,� �1,,lEgER
<br /> L14 N 97'30'08' IN 38.85 (�N 6 A) S 8�M d A) , - �Z 501568 �A)� O.Mi ,,NT
<br /> L19 N 4730'08' H GO.Z7' FD. 1' PIPE TAGGED / 5 .00.00.0-1
<br /> (�\
<br /> L.S. 2065 IN CONCRETE - ' ' Y LIMN L1� _
<br /> PER R.S. 5-165 1T
<br /> 5 32'00'J0" H 1.,30' q. ��.�'� f 96299
<br />
|