cr24_0411CORNER RECORD
City of CATHEDRAL CITY
Brief Legal Description
County of_
LOT
Agencylndex CR180336
Document Number 2024-0411
RIVERSIDE
PER PM 14/17
California
CORNER TYPE COORDINATES (Optional)
N. E.
x Government Corner Control Elevation
❑ Meander ❑?C Property Units Metric ❑X U.S. Survey Foot
❑ Rancho Other Horizontal Datum
Zone Epoch Date
Date of Survey June 14, 2018 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
T.4S, R.5E SECTION 33 ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) ❑ 8771 138773 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:
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT O�
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR
the Professional Land Surveyors' Act on June 19, 2018 No. 7070
Signed P L.S. or. No. 7070
9�F OF cAL��D4
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received February 8, 2024
and examined and filed
Signed P.L.S. or R.C.E. No. 8488
Title Riverside County Surveyor
County Surveyor's Comment
❑ �Cevl'
tdo. S�488
1 �xA• 1'� 31-24
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KIELEY ROAD 1
(N81'08'00"W 519.05')M&R (L=46.62' R=300.00' NO'23'31 "E 571.39'
3 0=8'54'15")M&R
— [—
71.24'1 y2
(N89S745E364.03')&R765.(N8`52'00"E 38.00')M&CAL'C NO'02'15"W 38.00')M&CAL'C (57.37
')
(NB9'57'45"E 306.66')M&R M&R44'r76.
81`
7$)M�&C2 PEREZ ROAD
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N49'28'23"W 17.11'
(N49I33'04"W 17.09')
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157.03'
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LOT 8 PM 14/17
6.94,
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POINT FALLS ON FENCE
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POST. SET WITNESS
CORNER, TAG 2' N'LY ON '
TOP OF WALL.
N70 Q6 3g i .�
03, 368 06' SCALE 1 "= 80'
CURVE TABLE (M&R)
CURVE
LENGTH
RADIUS
DELTA
Cl
6.14'
338.00'
1'02'29"
C2
46.38'
338.00'
7'51'46"
RCFC $ CQO� RE-ESTABLISHED 30) BY BEARING -BEARING
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(N89'36'29"W 44.00')M&R,—/
SURVEYOR'S NOTES Q FD. 1 1 /4" I.P. DOWN 0.8' PER CR02-0058.
O INDICATES SET NAIL AND TAG STAMPED LS7070.
AT PROLONGATION OF SIDE BOUNDARY LINES. FD. GIN SPIKE AND WASHER LS 8340 PER
INDICATES SET GEAR SPIKE AND TAG STAMPED CR09-0814.
LS7070 FLUSH.
• INDICATES FOUND MONUMENT AS NOTED FD. NAIL AND WASHER LS 8340 PER
( ) INDICATES RECORD DATA PER PM 14/17. CR09-0815
INDICATES RECORD DATA PER MB 59/9-11. ,4 FD. 3/4" I.P. PER PM 14/17. NO REF. FOR
BASIS OF BEARINGS ILLEGIBLE PLUG. FLUSH.
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING NO'23'31 "E BEING THE CENTERLINE
OF CATHEDRAL CANYON DRIVE PER MB
59/9-1 1.
5❑ FD. 3/4" I.P. TAGGED RCE 8630 PER PM
14/17. DOWN 0.3'
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