cr24_0349I I
CORNER RECORD
Agency Index CR231721
Document Number 2024-0349
City of County of
RIVERSIDE , California
Brief Legal Description THE WEST 35 ACRES OF THE SWA OF THE SEA OF SEC 16, T2S, R3W
CORNER TYPE
COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control
i
Elevation
1 ❑ Meander 0 Property
Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other
Horizontal Datum
i
Zone Epoch Date
X Date of SurveyDecember 12, 2023
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑x 8765(d) ❑ 8771
❑ 8773 ❑ Other:
Corner/ ❑ Left as found ® Established
❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑ Reestablished
❑ Referenced ❑ Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑X See sheet #2 for description(s):
MONUMENTS FD PER IRS 16214 WERE AS SHOWN AND USED FOR CONTROL TO SET THE NW/COR OF THE SW/4 OF
THE SE/4 OF SAID SEC 16.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on December 14, 2023
Signed IIM4 w P.L.S. of-f;�:E-E. No.
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received January 110, 202L—
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and examined and d �✓ r �* J
Siqned
Title Riverside County Surveyor
County Surveyor's Comment
5306
P.L.S. or R.C.E. No. 8488
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BPELSG-2016 Page 1 of2
Document Number 2024-0349
Agency Index CR231721
M5
M5N04'05' 15 "E 1279.53' R&M
�- N88'34'49"E 1195.88' R&M M4
170.16
WEST 35 ACRES OF THE
SW 1/4 OF THE SE 1/4
276.62'
N88'51 '33 "E
M3 N88'51 '33"E 932.63 R&M _�M6
M2
1209.25'
N88'51 '33"E 1379.35' R&M
BASIS OF BEARING: BASIS OF BEARING
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THE BASIS OF BEARING FOR THIS SURVEY IS THE SOUTH LINE OF THE SOUTHEAST ONE -QUARTER
OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 3 WEST OF THE SAN BERNARDINO BASE AND MERIDIAN,
BEING N88'51'33"E AS SHOWN ON RS 162/4 & MB 255/36-41.
SURVEYORS NOTES:
Q INDICATES SET 1" I.P. UP 0.3' WITH TAG STAMPED LS 5306.
INDICATES FD MONUMENT AS NOTED IN MOUNMENT NOTES.
R&M INDICATES RECORD & MEASURED PER RS 162/4.
MONUMENT NOTES:
M1 FD 1-1/2" IP UP 0.50' W/BRASS CAP RCE 30171, ACCEPTED AS SE/COR OF SEC 16 PER
RS 162/4, MB 255/36-41.
M2 FD 1" IP FLUSH TAGGED LS 5968, ACCEPTED AS SW/COR OF THE EAST 5 ACRES OF THE
SW1/4 OF THE SE 1/4 SEC 16 PER RS 162/4.
M3 FD NAIL AND TAG LS 3291 IN TOP OF GRANITE ROCK FLUSH WITH GROUND, ACCEPTED AS
SOUTH 1/4 CORNER OF SECTION 16 PER RS 162/4, MB 255/36-41.
M4 FD 1" IP FLUSH TAGGED LS 5968, ACCEPTED AS NW/COR OF THE EAST 5 ACRES OF THE SW
1/4 OF THE SE 1/4 OF SECTION 16, PER RS 162/4.
M5 FD 1-1/2" IP UP 0.30' WITH ALUMINUM TAG LS 5968 IN MOUND OF ROCKS, ACCEPTED AS
CENTER SECTION 16 PER RS 162/4.
M6 FD 1" IP ON 0.3' W/RCE TAG RCE 23796 IN LIEU OF RCE 30171 ACCEPTED AS BC OF THE
NORTH R/W OF HOLLIE DR, BEING ON THE SOUTH LINE OF SEC 16 PER MB 255/36-41.
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