cr18_0135CORNER RECORD Agency Index 06-0713
Document Number �cJ
ity of Unicorporated County of Riverside , California
Brief Legal Description Parcel 15 16 44 & 45 of Rubidoux Vista Tract per M.B. 13/27. Sec. W T. 2 S., R. 5 W., Rubidoux Rancho.
S
CORNER TYPE
ElGovernment
Corner
t�
Control
Meander
MR
Property
Rancho
f1l,
Other
Date of Survey January 7, 2002
N.
Elevation
COORDINATES (Optional)
E.
Units rl Metric El U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
n Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d)4 8771 8773 Other:
Corner/ Q Left as found F-] Established Rebuilt Pre -Construction
Monument: Found and tagged 0 Reestablished Referenced Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on
Signed
P.L.S. o%:-FtZ-.E. No.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received V t
and examined and filed✓
P.L.S. or R� E. No.
Signed '
Title C��Ud> 51,1"Ye j`
County Surveyor's Comment
4343
No. 4343
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LINE DATA
(65.22')
(50.00')
(150.00')
(50.00')
(150.00')
(812.09' CALC.)
Inaex uo-u ij
198.11'
101
0.36'-L 37.72'\ �
�j
R=400.00
L=53.75
TAN=26.91 FFj
11=7'41'55"
DETAIL "A"
E 225.08' NOT TO SCALE
FD. 1" I.P. NO TAG,
37TH STREET DN. 1.3'. SET TAG
SEE DETAIL "A" L.S. 4343
N 57'49'00" W 1828.93' (1829.90' CALC'D)
o \ /
1017.03' (1017.81') BASIS OF BEARINGS
— —
Lo
N 970.64' (971.42') N
1 25'
670.88' 99.92'
149.88'
(671.42') (100.00') (150.00'
)
BEARING
DISTANCE
13N
N
41'01'08" E
64.99'
N
57'50'50" W
49.96'
32'07'22" E
150.24'
4
N
57'50'50" W
49.96'
5
N
32'07'28" E
150.21'
6
N
57'49'00" W
811.90'
7
N
33'19'13"
N
(65.22')
(50.00')
(150.00')
(50.00')
(150.00')
(812.09' CALC.)
Inaex uo-u ij
198.11'
101
0.36'-L 37.72'\ �
�j
R=400.00
L=53.75
TAN=26.91 FFj
11=7'41'55"
DETAIL "A"
E 225.08' NOT TO SCALE
FD. 1" I.P. NO TAG,
37TH STREET DN. 1.3'. SET TAG
SEE DETAIL "A" L.S. 4343
N 57'49'00" W 1828.93' (1829.90' CALC'D)
o \ /
1017.03' (1017.81') BASIS OF BEARINGS
— —
Lo
N 970.64' (971.42') N
1 25'
670.88' 99.92'
149.88'
(671.42') (100.00') (150.00'
)
25'
25'
FD. NAIL AND M I I ( M I
TIN, FLUSH.
682.80' — — 49.95 99.90' 149.86'— —
(683.45') (50.00') (100.00') (150.00')
N 57'52'33" W 982.51' (983.45') _
CL MISSION BOULEVARD FD. 1 1/4" I.P. COUNTY___)
SURVEY TAG, DN. 1.8'.
SURVEYOR'S NOTES
Basis of Bearings is taken from the centerline of 37th
Street, as shown by M.B. 13/27, being N 57'49'00" W.
• Denotes found monuments as noted, per RCFC & WCD Field Notes,
Job No. 221-1-8-0142-02-13, Date: 6-23-97, Sheet 3-5,
unless otherwise noted.
O Denotes set 1" I.P. tagged L.S. 4343, flush.
OO Denotes set 1" I.P. tagged L.S. 4343, flush., flush, per
Ties in Riv. Co. TB 41/117.
() Denotes record data per M.B. 13/27, unless otherwise noted.
All I.P. dimensions are inside diameter.
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1031.75' (1033.45')
C4 -I , V_
1 1
1
9�90,
_ ,149.91'
25'
25'
FD. NAIL AND M I I ( M I
TIN, FLUSH.
682.80' — — 49.95 99.90' 149.86'— —
(683.45') (50.00') (100.00') (150.00')
N 57'52'33" W 982.51' (983.45') _
CL MISSION BOULEVARD FD. 1 1/4" I.P. COUNTY___)
SURVEY TAG, DN. 1.8'.
SURVEYOR'S NOTES
Basis of Bearings is taken from the centerline of 37th
Street, as shown by M.B. 13/27, being N 57'49'00" W.
• Denotes found monuments as noted, per RCFC & WCD Field Notes,
Job No. 221-1-8-0142-02-13, Date: 6-23-97, Sheet 3-5,
unless otherwise noted.
O Denotes set 1" I.P. tagged L.S. 4343, flush.
OO Denotes set 1" I.P. tagged L.S. 4343, flush., flush, per
Ties in Riv. Co. TB 41/117.
() Denotes record data per M.B. 13/27, unless otherwise noted.
All I.P. dimensions are inside diameter.
BPELSG-2016 Page 2 of 2
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