129LINE E - D
N00052'40"W-2/3.32
9776'
LINE 8 -8A
S2/000'4/"E-217.74'
N /8036'38"W -
D- C
NOt 053'34"E
- 65/.40'
8A- 88
505047'04"W
- 131.11'
C - /
N20059'0/' W-339.35'
56,2$'
88-6C
SO/023'54"W
-82.34'
1 - 2
N46024'41"W
- 89.26'
8C-80
52/020'29"W
- 99.77
2-3
N25003'56"W
- 92.97'
80-6E
S 20014' 14"W
- 87.52'
3 - 4
N /7023'49"E
- 42159'
8E- 8F
S 0/0 41'26"E
- 73.75'
4-9
N780 //"36"W
- 29.69'
8F-86
S 09031'34"E
- /08.72'
5-6
S 26028'27"W
- /00.05'
86- 8H
S 130 07' 19"W
- 239.56'
6-7
532058'37"W
- 245,37'
8H- 8J
S00044'3fi'E
- /02.55'
7-8
S 27024'07"W
- 107...15'
8J- 8K
S /00 38'46"E
- 13344'
8-9
S 34053'22"W
- 247.55'
8K- 8L
S 280 25'59" W
- /24:92''
9-10
S32046'02"W-
100.53'
S=85054'05" E -
136.71'
/O - / /
S 27003'32" W
- 94.08'
h
t -u
N15001'53"E-124.16'
11-12
S 1400/'52"W
- 96.48'
0
12-13
13-14
S 08020'52" W
S 150 15 37"W
- 93.93'
- 96.94'
O
HAYES et a /
14-15
S 180 01'00" W
- 98.23'
15-16
S /9008'52"W
- 98,70'
16- 17
S21039'27'W
- 96,50'
17 -18
S 22009'07' W
- 84.87'
/8-/,9
IV5100933"W
- 16762'
19 - 20
S /6004'00"W
- 2758'
L INE 5- a
N 08055' 47" E-
9776'
a - b
N /8036'38"W -
/49.24'
b - c
N29038'58"W -
187.88'
c -d
S 82056'36"W -
56,2$'
d - e
S 37002'06"W .-
43.31'
e - f
S 140 09'51 "W -
135.67
ty
f - g
S 60039'06" W-
69.53'
O
g - h
N79026'07"W -
64.06'
h -j
N21059'30" W -
46.35'
M
j- k
N 14 0 47'35" E-
95.02'
k - L
N 19056'25" E -
149.21'
L -M
N31024'12" E -
120.97'
m- n
N56032'07" E -
55.64'
n - o
N63050'34" E
- 267.13'
O - p:'
N 72007'26" E -
49.63'
p - q
N82009'38" E -
49.61'
q- r
S 87°A5'50" E-
74.31'
3
r - s
S=85054'05" E -
136.71'
s - f
N65007'40" E -
55.94'
h
t -u
N15001'53"E-124.16'
M
0
O
2
3!
a
O
O
Z
N88°4/'09"E
588041'09"W
VOSS
SURVEYOR'S CERTIFICATE
This map correctly represents a survey made by me
or under my direction in conformance with the require.
ments of Chapter 15 of Division 3 of the Business and
Professions Code at the request of_.._JWAfPND_, ,
M. BY_RON _ _ .._
Y
in a/A/VUARY1960
No.
/285.20'
S89028'46"E
2574.28'
190.137 NET ACRES in SEC. 21
%/C TE :
7-H /_5 /rCCORG C/`' .SURVEY
!/V CGlJOE'S EXTERlOf? BOU/✓9AIT45S ONLY.
r,SE',ff .6 el-4?VEYS MA 9E" ,BY C-0ZlIV7-
FOR ALG .Z/V7-ER/014 L/lVE.S_�
1295.49 589006'00"W
S. / SAND 8 ROCK
CO. SURVEYOR'S CERTIFICATE
This map has been examined for conformance with
the requirements of Chapter 15 of Division 3 of the Busi.
ness and Professions Code this St
.Z/- y
of '7a ___ __ 19. G�.
County Surveyor
+�/
By Depua�
RECORDER'S CERTIFICATE
Filed for record this.24'=' day of__-C7__Zr_A_Q.,
19.4U, at -.-V Q-0-Rm.----__.----
k9r____., ei .._.____tea in Boo V. SL of Maps___..^______
at page,_1 G....at the request of.__-_�"-_-
fiCoun+y
by Deputy
S89o06190"W
S0/°32'500E-75.00' Fd 3A"/. P. 21
2/68.93' 2f
S. C..VW.C.D
GUIDOTTI at at
3/4"/. P N 88° 0953 "E
/693. 7/'
6.418 ACRES in road
5/.701
9
Ell
9117 Addition to MONTA VISTA
264302_'
86.959 ACRES
in Sec. 22 S Sec. 27
/60. 4.12 TOTAL x9C.Ce�5
o ,
19 1 s 9.290 A.
/7
d=88000'30'y 'p"
/��
L=506.83' /7..600 A.
654.93' N62"/4'001F :'6r
218/.07' 2/ /65.96' ;1'BL 43 -10, / E' N00033'00"W-42.76'
�.-- Found 2x2 stoke
7 589°06'00"W //38.93' Set /"LP N89039'00"W /379.28
RAO EDMONSON
RECORD OF SURVEY
BASIS of BEARING 8 NOTES
o Indicates Iron Pipe Found
o Indicates Nail Set
The bearing of the Southerly line of the. S E. 1/4
of Sec. 2/ (S89006'00"W) as indicated in the Records
of the County Surveyor, Book D, Page .232 was used
as the Basis of Bearings shown on this map.
OF LAND OF
RAYMOND M. BYRON
Being Portions of Sections 21, 22, a 27,
T7S, R2W - Situated in SANTA CLARA
COUNTY, CALIFORNIA.
Scale: In = 300' 1JurtE.P 1960
/"/.R. 10
/encs corner
Ph
i/4"/.P.
/ZA
.J %