cr24_2199CORNER RECORD Agency Index CR240695
Document Number
City of W/LDOMAR County of RIVERS/DE California
Brief Leaal Description PARCEL 1 OF PARCEL MAP NO. 17895, MAP BOOK 108 PAGE 9.
CORNER TYPE
Government Corner ❑ Control ❑
Meander ❑ Property
N.
Elevation
Units
COORDINATES (Optional)
E.
Metric ❑ U.S. Survey Foot
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey SEPTEMBER 23, 2024Vertical Datum
❑ Complies with Public Resources Code§§8801-8819
❑ Complies with Public Resources Code§§8890-8902
PLS Act Ref.: ® 8765(d)
❑ 8771
❑ 8773
❑ Other:
Corner/ ® Left as found
❑ Established
❑ Rebuilt
❑ Pre -Construction
Monument: ❑ Found and tagged
® Reestablished
❑ Referenced
❑ Post -Construction
Narrative of corner 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 Surve rs' Aq4 on SEPTEMBER 23, 2024
Signed P.L.S. or No.
JUS77N L. DANKEL
COUNTY SURVEYOR'S STATMENT
This Corner Record was received f ❑ 11 o
8526
and examined and filed �,�
Signed P.L.S. or-R.e.&into- Ol-6[y$
Title rALAVA-0 IAV'AM I -
County Surveyor's Comment
�D �_A ND S�
_j LS 8526 M
* 1 EXP. I *
'2—31A-2\4�
OFC`��
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■ ■ _ t%r-%nwnnr%r
uULiuniCIn VAUMUCr dDd--F- ;�H bl(-1 N►yt:ncy inutx vi��rvva.�
■
FOUND
1 INCH IRON PIPE WITH
TAG LS 3698, AT GRADE UNLESS OTHERWISE
NOTED,
PER PM 10819.
■
FOUND
1 INCH IRON PIPE WITH
TAG RCE25658, AT GRADE UNLESS OTHERWISE
NOTED,
PER PM 551100.
O
SET 1
INCH IRON PIPE WITH TAG
LS 8526, AT GRADE.
(X)
RECORD DATA PER PM 17895,
MB 10819, RIVERSIDE COUNTY.
R:
RADIAL
M:
MEASURED
HOL T WAY
00' 30.00' 30 00'
154.92'(155.00 )
N89 32'50"W
(N89 30 20 "W
PA R. 2
P M
LO
W
N
Q
o
N
N Lf)
Lr) (3i
(3i It
Lc) LLJ
175.23'(175.00�•
33O 16' S
330.00
PA R. I
0 8/9�
0
Ln
LO
W
LOco
I- �n
Z
L�
zm
�o
rn
O co
Ln
U-) Q
W m
LO
n 4= 43 °32'30';
O R= 70.00 ; o
z L=53.20' z
(A= 43 °34'41 ';
60' B Y R= 70. 00,
30' 130' PROPORTION L = 53.24) 0.2'
BELOW GRADE
60.00' 136.82' 35.33 35.3 '
���- 169.80 (169.80. 9) (136.89)� / kS6'
( 3)N8905'35"W 4404.66' ��'BY INTERSECTION
(N8904'15"W 404.89) 0.1 0.2 38.04`fsr
BELOW BELOW 0.3' ABOVE GRADE (38.11)
GRADE GRADE t
�t
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