cr23_0832CORNER RECORD Agencylndex CR210330
Document Number 3073 - 08 3-2,
COACHELLA VALLEY AREA County of RIVERSIDE
Brief Legal Description
X
-------
14 --------
PARCEL 2 P.M.B. 27/83, NW 1/4 SEC. 14, T.6S.
CORNER TYPE
QGovernment Corner Q Control
QMeander Property
Rancho Other
Date of Survey March 3, 2021
, California
R.7E.. S.B.M.
COORDINATES (Optional)
N. E.
Elevation
Units 1:1 Metric U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: Z 8765(d) El 8771 M 8773 ElOther:
Corner/ ❑X Left as found
❑ Established
❑ Rebuilt
Pre -Construction
Monument: ❑ Found and tagged
X❑ Reestablished
❑ Referenced
0 Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
F_JSee sheet #2 for description(s):
14D. PK NAIL & TIN, NO ID, FLUSH, NO REFERENCE, POSITION FITS TIE DISTANCES SHOWN ON CORNER RECORD 2006-0684, ACCEPTED AS NW
COR. SEC. 14.
2-FD 1" LP. OPEN, NO ID, DN 0.3% PER M.B. 399/3-20, ACCEPTED AS NW COR. SW 1/4 NW 1/4 SEC. 14.
3-FD. 1" I.P. W/TAG, ILLEGIBLE, DN 11, PER P.M.B. 27/83, ACCEPTED AS NE COR. PARCEL 1 P.M.B. 27/83.
4-FD. 3/4" I.P. OPEN LEANING, NO ID, DN 0.8', PER P.M.B. 27/83, NOT ACCEPTED AS NW COR. PARCEL 2 P.M.B. 27/83. SEE DETAIL "A" ON REVERSE.
SET 1" I.P. W/TAG "PLS 4989", FLUSH AT CALCULATED POSITION.
54D. V I.P. W/CONC, NO ID, DN 1.0% PER P.M.B. 27/83, ACCEPTED AS NE COR. PARCEL 2 P.M.B. 27/83, SET TAG PLS 4989 FLUSH,
6-FD. 1" I.P. OPEN, NO ID, DN 0.3% PER M.B. 399/3-20, ACCEPTED AS W 1/4 COR. SEC. 14, SET TAG PLS 4989 FLUSH.
7-FD. 1" I.P. W/TAG, ILLEGIBLE, DN 0.4% PER P.M.B. 27/83, ACCEPTED AS CENTER 1/4 COR. SEC, 14.
SURVEYOR'S STATEMENT Np.L LA/yt,
This Corner Record was prepared by me or under my direction in conformance
with the Professio I and Survrs' Act
Signed A
02/17/2023
P.L.S. No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 5/5123
and examined and4iLed �l /93
Signed P.L.S. or R.C.E. No.
Title ��1tiV►V
County Surveyor's Comment
CHARLES
R. HARRIS
No. 4989
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