cr23_0961CORNER RECORD Agencylndex CR210329
Document Number 3 _ O 1(e I
UNINCORPORATED -MECCA AREA County of RIVERSIDE California
Brief Legal Description R.S. 101/43, SE 1/4 SEC. 8, TIS. R.9E., S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
0 Government Corner ❑Control Elevation
Q ❑ Meander MIXProperty Units ❑ Metric ❑ U.S. Survey Foot
Rancho ❑ Other Horizontal Datum
X Zone Epoch Date
Date of Survey February 22, 2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ❑ 8771 M 8773 ❑ Other:
Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced Post -Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description(s):
I-FD. MAG NAIL & WASHER STAMPED "RIVCO TRANS", FLUSH, PER CORNER RECORD 2011-0292, ACCEPTED AS CTR. 1/4 COR. SEC. 8.
2-17D. COPPERWELD STAMPED "RCE 14614", FLUSH, PER CORNER RECORD 2011-1030, ACCEPTED AS NW COR. NE 1/4 SE 1/4 SEC. 8.
3-FD 60D SPIKE, NO ID, DN 1.7% RESET 1" I.P. W/TAG "LS 4989" AT SURFACE PER TIES SHOWN ON TIE BOOK 141/90, ACCEPTED AS E
1/4 COR. SEC. 8.
4-FD. COPPERWELD W/PUNCH, ILLEGIBLE, FLUSH, PER M.B. 392/100-103, ACCEPTED AS NE COR. SE 1/4 SE 1/4 SEC. 8.
5-FD FELT "X" ON MANHOLE LID W/FOUR 10 FOOT GEAR SPIKE SWING TIES, NO ID, CR 2021-0050, ACCEPTED AS S 1/4 COR. SEC. 8.
6-FD 1" I.P. W/SPIKE, NO ID, DN 0.1% PER CORNER RECORD 2015-0722, ACCEPTED AS SE COR. SEC. 8.
SURVEYOR'S STATEMENT OX LANp
This Corner Record was prepared by me or under my direction in conformance 4���
Q CHARLES R. HARRIS -<
with the Professiona -and Surveyors' Act on 01 /04/2023 r�L 5�
No. 4989
Signed P.L.S. No. 4989 d, R-
OF CAS\�OQ'
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received "D 11 /2-3
and examined and filed h / G) 1 23
Signed
Title LX V*11� O1, W
County Surveyor's Comment
Y
P.L.S. or R.C.E. No. Mo
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