cr18_0011CORNER
ity of LAKE O ,
Brief Legal Description
T5S, R5W, SBM
RECORDAgency index —a00 U 5
Document Number � '
County of RIVERSIDE , California
CENTERLINE MONUMENT AT INTERSECTION OF INGAL CIRCLE AND GUNDER AVE.
CORNER TYPE
Government Corner F-1 Control
Meander ❑ Property
Rancho ❑ Other
COORDINATES (Optional)
N. E.
❑ Elevation
❑ Units Metric ❑
❑X Horizontal Datum
Zone
Date of Survey AUGUST 2017Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
U.S. Survey Foot ❑
Epoch Date
PLS Act Ref:❑ 8765(d) 0 8771 ❑ 8773
❑ Other:
Corner/ ❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged [XI Reestablished ❑ Referenced [XI Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑X See sheet #2 for description (s):
THE PURPOSE OF THIS CORNER RECORD IS TO PERPETUATE THE EXISTING
POSITION OF SAID MONUMENT. NO ATTEMPT WAS MADE TO DETERMINE THE
VALIDITY OF THE MONUMENT OR ITS PROPER LOCATION IN RELATION TO
CENTERLINE IN THE AREA.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Profess enSurveyors' Act on SEPTEMBER 21, 2017
Signed P.L.S. or R.C.E. No. 7300
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 10 -.2- 17
and examineAnd filed 1,2- 7-/57
Signed
Title
County Surveyor's Comment
P.L.S. or R . No. 7,611
UPELSG-2016 Page 9 of 2
0 �_ A N D S��G
ROBERT D. o
VASQUEZ
s� No. 7300
9TF OF CA��Fo�
EXISTING CORNER AND TIES WERE TIED OUT ON
'JUNE 10, 2016.
G—UNDER AVE
11"ID EVANS
® ® AN®ASSOC IATES INC.
0 4141 Inland Empire Blvd., Suite 250
Ontario California 91764
Phone: 909.481.5750
Document Number
® INDICATES FOUND CONC NAIL & BRASS TAG STAMPED
"L.S. 7564 TIE" IN TOP OF ASPHALT BERM, PER CR
16-0123.
A INDICATES FOUND DURANAIL& WASHER STAMPED %S 7564"
PER CR 16-123 DESTROYED. RESET WITH GEAR SPIKE &
WASHER STAMPED "L.S. 7300" FLUSH IN ASPHALT SURFACE.
() RECORD DATA PER CR 16-0123.
- - - - AC BERM.
EDGE OF ROADWAY.
— - — APPROXIMATE CENTERLINE
PJB
i
/ / 29.72'
/ (29.72)
U9,
19.92 I
/ I
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Page 2 of 2
NOT TO SCALE