cr22_0934CORNER RECORD Agency Index CR220424
Document Number 2022-0934
City of TEMESCAL VALLEY County of RIVERSIDE , California
Brief Legal Description 28' RT CL IMP 182+19.20 POT/1 82+78.95 BC, SEC. 24, T5S, R34E, SBM
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner❑ Control ® Elevation
24 Meander ❑ Property ❑ Units Metric ❑ U.S. Survey Foot
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 05/06/2022 Vertical Datum
T5S,R5E,SBM
El Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765(d) ® 8771 ❑ 8773 ❑ Other:
Corner/ 9 Left as found ❑ Established ❑ Rebuilt ® Pre -Construction
Monument:
❑ Found and tagged El Reestablished El Referenced El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
® See sheet #2 for description (s):
PRE -CONSTRUCTION CORNER RECORD TO PERPETUATE LOCATION OF CADT BRASS DISK
AT 28' RIGHT OF CL IMP ON RTE 15 PM 24.28/24.29
SURVEYOR'S STATEMENT
_ JAVIER A.
This Corner Record was prepared by me or under my direction in conformance with SALCEDO
the Professional Land Surveyors' Act on JULY 06 2022, 3/31/2023
A� 9 No, 8574 $�
Signed _ �G%i;GO�i.8 P.L.S. or R.C.E. No. 8574 _ �F of C'AN, N
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received SEP_30, 2022 LA�i S
12/20/2022
and examined a filed asp
No. 8488
n n r N 8488
Signed — _ P.L.S. c am. o.— .. * Exp. 12-31-24
Title Riverside County Surveyor
OF CAl1F�e�
County Surveyor's Comment
PAGE 1 OF 2
DOCUMENT NUMBER 2022-0934 AGENCY INDEX CR220424
... ,- r,
P RT CL R9 {vp RT CL R�
'no p� -6-13 O mix 0G
L1A1E ti, 0&>,ti X8.95
D
RIV 15 NORTHBOUND
YELLOW STRIPE
eo o
vi m
REFERENCE: MON-MAP 443101 AND 443094
MONUMENTS NOTES
LEGEND:
0 FOUND 2" BRASS DISK CADT "28' RT CL IMP 182+78.95 BC" IN AC MEDIAN SHOULDER PM 24.29
A FOUND 2" BRASS DISK CADT "28' RT CL IMP SEC LINE PI" 182+19.20 POT IN AC MEDIAN SHOULDER PM 24.28
• SET 1" IRON PIPE "CALTRANS RP" NAIL & TAG DN 0.3'
O SET "CALTRANS RP" NAIL & TAG
TANGENT OVER
PA GE 2 OF 2