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.
130 .07
140
11
R D.
Reference R.O.W Other Easements
1A C.
M/
L
L=1 059 .
11
Subdivision Tic Mark
18 .0
(35
19 .9
9A C.
NT .
60
RI 9081 1/ OS 8 2
L= 78 .0 3
10 .7
(
25
Old Lot Lines
12
12 72 .6
0
8A C.
M/
L
(34
PA R 30
3 PA R 83 8. 61
Right-Of-Way
L= 24 7. 84
RD .
L=115.18
35.93
PM
Z LU
/8 45
8
9 6.9 54
1
4
DE
10 .3 492.40
B
L= 85 5.9
0A C.
(
24
PA R 477.55
9.9 2
AC
(
46
NT .
2
9 4.5 25
PA R
1173.66
492.94
897.86
Date
L=61.19
3
16-18
3/1/1982
8-13
24-29,ST.
3/1/1982
55
|
3/1/1982 3/1/1982 7/1/1992
Pg 10
Pg 22
4/1/1993
Pg 21 Pg 30
jasantos
Pg 12
ASSESSOR'S MAP BK933 PG. 11 Riverside County, Calif.
T. R. A. 0. 0. 9. -1. 0. 8. B. LV. D. POR PAR 5. 2. 1. 8 .0. 4. 10.20 AC NT .... 80,ST. 9/3/2015 73. 81,82. 9/3/2015 79,81. 83. 1/26/2017 83. 84,ST. 1/26/2017 80,84. 85.
27.67 AC GR. 1098.91. 1439.08. POR. PAR 3. 282 .63. L= 42. 42.44. L=33. L=57.93. 35.13. L. = 2. 0. 6 .6. 2. POR PAR 3. 9.13 AC ML. POR PAR 2. 2. 9. 3 .1. 6.
LAG. UNA. 530. 96. 8.03 AC M/L. 13.34 AC. 5.00 AC M/L. 3.68 AC M/L. 2.02 AC NT. 6.20 AC M/L. 5.33 AC NT. 5.47 AC GR. 4.61 AC NT. 4.66 AC GR. POR PAR ...
POR PAR 2. POR PAR 3. POR PAR 2. POR PAR 1. 2.41 AC ML. 265.96. 442.38. 56.69. 3. 3. 3 .1. 9. 3. 9. 7 .5. 6. 4. 5. 8 .5. 1. 223.02. 248.74. L. O. T. C. P. M. 17.
9 .7. 2. 35. 3. 3 .3. 3. 4. 9 .9. 9. 4. 9 .9. 37 .5. 32.04. 44.5. N. O. R. T. H. G. A. T. E. 3. 4. 8 .8. 1. 278. 5. 2. 7 .5. 0. TRA 009-022. TRA. 009-133. 2. 7 .0. 8. POR PAR 3.
CITY OF RIVERSIDE. TRA 009-146 ... Right-Of-Way. Old Lot Lines. Reference R.O.W. Other Easements. Lease Area. Subdivision Tic Mark. Date *. Old Number *.
094-289. TR. A. 094-001. 094-001. T. R. A. P. A. R. 3. 397 .99. TRA. 094-289. 2 .6. 9 ... Pg 43. Pg 30. Pg 31. Bk 966. Pg 18. Pg 09. Bk 966. Pg 23. Bk 962. Pg 05.
.4. 3. AC M. L. 2. 6. 7 .3. 4. 2. 9. 6. L. A. 61'. A. V. E. S. IE. R. R. A. N. 3. 3. -4. 0. -0. 1. W. 61'. 61'. 118.99. MB 1/70. 144. 143.97. L. = 3. 9 .2. 8. 11. 3 .9. 9. 1. 3. 9. 1.