cr19_0115CORNERRECORD Agencyindex
Document Number 2019-0115
City of County of RIVERSIDE , California
Brief Legal Description LOT 7 OF TRACT NO. 11047 MB 106/3-6
x
CORNER TYPE
Government Corner ❑ Control
Meander ❑ Property
Rancho ❑ Other
Date of Survey 8/30/18
COORDINATES (Optional)
N. E.
❑ Elevation
Units Metric ❑
a U.S. Survey Foot El
❑ Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref:
❑
8765 (d)
1XI
8771
❑
8773
❑
Other:
Corner/
Monument:
❑
❑
Left as found
Found and tagged
❑
Q
Established
Reestablished
❑
❑
Rebuilt
Referenced
❑
❑
Pre -Construction
Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
® See sheet #2 for description (s):
a LAND S
\kiE L
SURVEYOR'S STATEMENT
Q CD
This Corner Record was prepared by me or under my direction in conformance with Uj
the Profess al LancL Surveyors' Acton 9/13/18 LS 5390
J'1,9T
Signed P.L.S. or R.C.E. No. LS 5390 F OF
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 9-27-2018 \ONPL LAND\
�cPCO
G. GSL
and examin and file 3-18-2019 0 �,Z. �9,y� vr4
0
Signed P.L.S. or R.C.E. No. 7 611 a No. 7611 U) 7O
Title Deputy County Surveyor * Exp. 12-31-20
sgTFOF CAoC��Q
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
Number LV17-V117 Agency Inclex ...... / -
7`�1'a%�C�
FD 3/4" IP, UP 0.6'
RCE 862, ACCEPTED W'LY
REAR LOT 8
S39'40'25"E 151.29'
7(S39 -39'54"E 151.29' R1)
SNF, SET 1'1P LS 5390 FLUSH
ESTABLISHED BY COMPASS
RULE ADJUSTMENT
4i NCIV
1-0
_1�
LOT 7 A
2 SNF, SET 1 "IP LS 5390 FLUSH
ESTABLISHED BY COMPASS
RULE ADJUSTMENT
LEGEND:
• —INDICATES FOUND MONUMENT AS NOTED
O —INDICATES SET 171P LS 5390 FLUSH
R1 -RECORD DATA PER MB 106/3-6
iPiR KID. 11047
X 13 0W1 3-6
96.57' (96.59 R1) _\
R1)
Lo
CCL
�SNFSET 1" IP LS 5390 FLUSH C+
N ESTABLISHED BY PROPORTION QG�
P N �
Lp rn 149.96' (150.00' R1)
7 T 140. 11 CR 7
�0 LrO Tl' CO)
.fi
"3.. (N 86'45"0
10"W
�yC��, 7��� 235.00' R1)
FD 1'7P, DOWN 0.8, ILLEG.
Z ACCEPTED AS SW'LY REAR
0 COR. LOT 6 PER R1
�OCL
OWN O
d7 N N O
y o o FD 1 "IP DOWN 0.3, ILLEG. N
BENT, NOT AT BASE
30.18' (30.00 R1) VALE
— SISTA wA Y o' 60' 120'
FD 1 "IP, FLUSH SCALE: 1 " = 120'
RIV. CO. TRANS.
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