cr24_2306CORNERRECORD Agency Index CR240640
Document Number 2024-2306
City of COACHELLA County of RIVERSIDE , California
Brief Legal Description RESET CENTERLINE MONUMENT - TRACT MAP NO.31508 (MB 396/8-16) - NE 1/4 OF NW1/4 OF SECTION 7, T.6S., R.8E., S.B.M.
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner[:] Control ❑ Elevation
Meander ❑ Property ❑X Units Metric ❑ U.S. Survey Foot ❑
Rancho ❑ Other ❑ Horizontal Datum
Zone Epoch Date
Date of Survey 8/8/2024 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
LOCATION
❑Complies with Public Resources Code §§8890-8902
PLS Act Ref: ❑ 8765 (d) X❑ 8771 ❑ 8773 ❑ Other:
Corner/ X❑ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction
Monument: X❑ Found and tagged X❑ Reestablished ❑ Referenced X❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
X❑ See sheet #2 for description (s):
RESET CENTERLINE MONUMENT IN TRACT NO.31508 AFTER RE -PAVEMENT AS PART OF CITY OF COACHELLA STREET IMPROVEMENT
PROJECT ST-118. LOCATED AT MALVASIA WAY AND CHARDONNAY CIRCLE, POST -CONSTRUCTION.
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SURVEYOR'S STATEMENT
0
This Corner Record was prepared by me or under my direction in conformance with a m
the Professional La S yors' Act on AUGUST 14, 2024 N0. 87
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Signed P.L.S. or R.C.E. No. L.S. 8756 qrF pF CA��
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received OCTOBER 30 2024
and examined and filed NOVEMBER 15 2024
Signed
Title DEPUTY COUNTY SURVEYOR
County Surveyor's Comment
P.L.S. or-R-G-E. No. 9459
vv
No. 9459 Z
Exp. 9-30-26
N
BPELSG-2016 Page 1 of 2
2024-2306
Document Number
Agency Index
CR240640
115
116
117
SURVEYOR'S NOTES:
RECORD DATA PER TRACT 1 1 8
NO. 31508 (MB 396/8-16)
[] RECORD DATA PER CR 2024-2171 & MEASURED.
0 INDICATES SET GEAR SPIKE AND WASHER
STAMPED IS 8756"
O• FOUND NAIL AND TAG STAMPED IS 5479"
IN TOP OF CURB.
00 INDICATES FOUND BRASS TACK WITH TAG STAMPED
IS 8756" FLUSH IN LEAD PLUG IN CONCRETE
CURB FOR WITNESS TIE TO SET MONUMENT, PER
\ CR 2024-2171.
119
30 15 0 30
SCALE: 1"=30'
120
114
0
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