POR. S 1/2, NE 1/4, SEC. 8, T.5S., R.7E.
THIS MAP WAS PREPARED FOR ASSESSMENT PURPOSES ONLY. NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SHOWN. ASSESSOR'S PARCEL MAY NOT COMPLY WITH LOCAL LOT-SPLIT OR BUILDING SITE ORDINANCES.
607-26
TRA 007-137 007-138
CITY OF INDIO
25-12-1
LOT B
POR PAR 1
3
.0 6
22544 3/58
PM 200/93
150.24
128.54
RD
2 153.6
17 7.8 6
L=209. 23
Data
82.53
9
8 9.6
jasantos
60'RD PER INST. 32692 4/59 LLA 3480 RS 11/26 RS 71/79
Pg 28
93.15
468.08 501.86
56
51
(
EX
3.08 AC ML
221 .75
1 60.0 2
ML
19
57 (
N00-36-04W 33 .9 7
42 45
61.25
EX
EX
53 (
154.55
N89-59-56W
122.58
Date
8
2/1/1975
8
10,11
8/1/1969 3/1/1975 5/1/1987
12/1/1991 12/1/1991 10/1/1993
Bk 691 Pg 18 Pg 36
Bk 691 Pg 19
6 901 10
2, 3, 11 15 18
11/19/2002 16 11/19/2002 17
11/19/2002 21, 23 11/19/2002 24 12/3/2002
34
1/16/2004
29-30
1/16/2004 12/5/2006
25-27 31-33 1
12/26/2007 42 12/26/2007 41 12/26/2007 40 3/24/2009
9
9/23/2009
13, 49
14
10/16/2012 ADD ASMNT
Bk 691 Pg 29
7/1/2014
47
7/1/2014
50
7/1/2014
Map Reference
PM 142/86 - 87 PARCEL MAP NO. 21620 PM 200/93 - 96 PARCEL MAP NO. 27847-1
8/7/2014
Apr 2018
New Number
4
1/16/2004 30 30
Old Number
6/1/1969
9/23/2009
Pg 26
Pg 35
Subdivision Tic Mark
45 106.43
(
L=22 6.93
L=60.58 L=56.95
59 ( 60 (
Pg 24
Pg 25
Right-Of-Way
Lease Area
131.93
PM 200/93
.76 L=106.89 73 L = 6.78 L=40.58 3
1.64 AC ML 15 7.33
303.97 325.71
15.87 L=1
56.48
328.58
44 (
LOT B
58243 8/58
Lot Lines
Other Easements
EX
4.12 AC ML
214 .19
Pg 23
ASSESSOR'S MAP BK607 PG.26 Riverside County, Calif.
POR PAR 9
.95 177
9 152.5
Legend
Old Lot Lines
201.58
1.60 AC ML
1.54 AC ML
L= 2 75
(
1.20 AC ML
45 (
170
50.28
(
2.2 AC ML
46
POR PAR 8
PM 200/93
38
POR PAR 7
EX
19 (
150
148.77
361.81
39 (
(
190
397.31
POR PAR 6
POR PAR 5
.82 35 39 35
RW
127.69
431.07
LO T A
L=178.58
228.69
240
167.75
104.49
50
DR
154.95 1.99
L EY
101
278.39
137 .27
L= 1 5
306
277 .69 147 .3
07 ( 28 (
PAR 4
162
58
54 (
176.01
205.7 4
7-1 3-3 3
VA RN ER 10
37 (
219.05
50
413.81
POR PAR 2
86.36
J P OR PA R2 PU 2
127 .22
POR PAR 3
33 33
L=12.21
90
428.9 10 0
12 ( RR
0
36 (
84.21
2 39.8
S.P .
335
128 /45
POR PAR 2
1.13 AC ML
307 INT 24 4/5 ER 8 ST AT E
SB E8 72-
35 (
150
KA
351 .69
POR PAR 1
89
N00 25 20W
283.84
L=4 2.7 6
248 .44
105.01
PM 142/86
0/93
1 " = 200 '
ST
665.88
12.82 AC ML
195.01
PM 20
30
LOT A
296.86
50
Reference R.O.W
1025.25
7.17 AC ML
8.76 AC ML
94.17
18.5 AC ML
55 (
44.20
(
20 (
848.5
(
TRA 007-137
TRA 007-138
860.14
43
POR PAR 2
22
©
PM 142/86 11.46 .12 34
608.31
658.34
959.42
JEFFERSON
357.22
3/27/2015 4/3/2018
48 52
360-3 5
9
12
13,14 15
16-18
19, ST 20,21 22,23 24
25-34 ST
35-37, ST. 38-39, ST. 40-42, ST. 43, ST
44, ST. 45, ST. 46, ST. 47, ST. 48, 49 50 51
52,53
54,ST 55,ST 56,ST 57,ST 58-60
