cr22_0920CORNER RECORD
Unincorpated Territory of the County of
Brief Legal Description S1/4 Cor. Sec. 35 & Tract Bndy
Agency I ndex CR22O183
Document Number 2022-0920
Riverside California
line between San Jacinto & San Gorgonio
CORNER TYPE
COORDINATES (Optional)
N_ 2289106.62 E. 6315930.63
0 Government Corner ❑ Control
Elevation
Meander ❑ Property
Units ❑ Metric ❑X U.S. Survey Foot
3b ❑ Rancho ❑ Other
Horizontal Datum NAD 1983 / CCS83
EZone
6 Epoch Date 2007.00
Date of Survey April 1, 2022
Vertical Datum
SIM CC SEC 35/
✓❑ Complies with Public Resources Code §§8801-8819
TRCT BNDY LINE
San Jacinto & San Gorgonio
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑ 8765(d) 08771
❑ 8773 ® Other:
Corner/ ❑ Left as found ❑ Established
❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged Reestablished
❑ Referenced M Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
0 See sheet #2 for description(s):
reset monument as shown on sheet #2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on April 1, 2022
Signed 75� P.L.S. No.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received SEP 9, 2022
and examined and filed 12/20/2022
Signed - P.L.S. No.
Title Riverside County Surveyor
County Surveyor's Comment
8233
BPELSG-2016 Page 1 oft
��¢L LAryQ
Sean M. Smith
* No. 8233
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/pe1A1. SAND
No. 8488
* Exp. 12-31-24
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2022-0920 UNINCORPORATED TERRITORY OF RIVERSIDE CR220183
106A: COUNTY OF RIVERSIDE PT. No. 500
CLOSING CORNER TO FD. 1" IP W/ CALTRANS ALUM. CAP
SEC. 34 & SEC. 35 STATE OF CALIFORNIA
PER R.S. 73/61-74 STAMPED "PNO 500" PER CALTRANS
TRACT OF LAND BOUNDARY FILE: 5848-11—CTRL—SUM.doc
LINE BETWEEN SAN JACINTO N: 2289501.18
AND SAN GORGONIO E: 6315828.99
�srs.
`S? �(f PRE—CONSTRUCTIOhL
FD. 1" IP W/PLASTIC PLUG & TAG
60� MARKED "RIVERSIDE COUNTY SURVEYOR,
��$ /yam S.J & S.G. 8", FLUSH
Ln
00 SEC. 35 ,�� N: 2289106.62
N T.28., R.M., S.B.M. g�PRN� �� E: 6315930.63
CF 1� ? POST—CONSTRUCTION
gP51 1 1"IP W/PLASTIC PLUG & TAG MARKED
"RIVERSIDE COUNTY SURVEYOR,
N . \ S.J & S.G 8", DESTROYED DURING
0 �= CONSTRUCTION. RESET BRASS DISC
0 _ STAMPED AS SHOWN IN CONCRETE
P \ V—GUTTER
A,N8p 0� 13 W o \
34 35 S. J. S. G. 8
RESET
N88'53'08"W 2,599.71' (S88'52'55"E 2,599.27') 04/2022
�S L.S. 8233
3 2 RESET PER PRE—CONSTRUCTION S
COORDINATE LOCATION
PT. No. #2610 F g2
FD. 1"IP W/CALTRANS PLUG IN CONCRETE 30
STAMPED "RIV 60 PM 26.1 2012", FLUSH
PER CALTRANS FILE: 5848-11_CTRL_SUM.doc �7)
N: 2289352.59
E: 6314518.35
U
PT. No. 105 Q
FD. 3" x 3" CHARRED POST W/TAG ON TOP "LS 4230", U
ACCEPTED AS NW COR. SEC. 2 PER RECORD OF SURVEY, b
R.S. 73/61-74, UP 1.3' PT. No. 157A
N: 2289157.19 N
EN S.J. & S. G. #9
: 6313331.41
PER R.S. 73/61-74
R.S. 73/ 61-74
SEC. 2
N
T.3S., R.M., S.S.M. w I
in
RECORD REFERENCES
(R1) RECORD DATA PER RECORD OF SURVEY, R.S. 73/61-74 0
0
BASIS OF BEARING z N
BASIS OF BEARING AND GRID DISTANCES ARE BASED ON THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83) NTS
ZONE 6, 2007.00 EPOCH. PER CALTRANS FILE 5848-11—CTRL.doc CONVERGENCE ANGLE AT
FILED IN THE OFFICE OF THE LAND SURVEYS, CALTRANS DISTRICT 8.
PT. 500 = —0'26'43.54980"
UNITS: DISTANCES SHOW ARE IN U.S. SURVEY FEET.
ALL DISTANCES SHOWN ARE GRID DISTANCES. TO OBTAIN GROUND FD. 6" x 6" SQ. CONC POST W/PIN IN
DISTANCES, DIVIDE GRID DISTANCES BY THE COMBINATION FACTOR CENTER, 296.02 RT., 254+56.01 P.O.C.
OF 0.99990901, DERIVED FROM PT. No. 500 ELEVATION OF 2247.1' C/L IMP, PER RECORD OF SURVEY, R.S.
73/61-74, UP 0.2'
LEGEND N: 2288878.86
FD. FOUND E: 6315928.36
N&T NAIL AND TAG
FOUND MONUMENT AS NOTED
0 SET MONUMENT AS NOTED
® POINT PER RECORD DATA
A FOUND MONUMENT PER CALTRANS FILE 5848-11—CTRL—SUM.doc