cr23_2015CORNER RECORD Agency Index CR221201
Document Number -93-
City of THOUSAND PALMS County of RIVERSIDE , California
Brief Legal Description LOT 1 & 4 OF BLOCK A OF UNIT 1 OF SHANGRI-LA PALMS OF MB 21/99
CORNER TYPE
❑ Government Corner ❑ Control
❑ Meander ❑X Property
❑ Rancho ❑ Other
Date of Survey June 23, 2021
T.4S, R.6E SECTION 18
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric Q 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.: ❑X 8765(d)
❑ 8771
118773
❑ Other:
Corner/ ❑X 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 ir
This Corner Record was prepared by me or under my direction in conformance with UKFOMOTORthe Professional Land Surveyors`Act on December 27, 2022 SignedVP I_.S. or�. No. 7070OF Cp,
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received December 1, 2023
and examined and filed " a�- 1 — an�3 -
Signed P.L.S. or R.C.E. No.
Title Riverside County Surveyor
County Surveyor's Comment
8488
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IV—
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Uocument Number Agency Index UR221201
Q BASIS OF BEARINGS
U THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89'38'00"W
BEING THE CENTERLINE OF RAMON RD. PER MB 21/99. SURVEYOR'S NOTES
W LLf] DATIL RD. 2 Q INDICATES SET 1 " IRON PIPE
N89'38'20"E 272.50' ((N89'38'00"E 272.50')) WITH PLUG STAMPED LS7070.
W (137.00') (135.50') FLUSH.
J N0'04'58"E 30.00' • INDICATES FOUND MONUMENT
AS NOTED.
Q N89'38'20"E 85.34' INDICATES SET NAIL AND TAG
V (N89'38'00"E 85.33') STAMPED LS7070 ON TOP OF
CONCRETE.
(5M& M&R (5r) 29 84' INDICATES RECORD DATA PER
(29.83') MB 21/99.
INDICATES RECORD DATA PER
L=31.57' R=20.00' MB 23/21.
A=90.26'38" MONUMENT NOTES
_ (L=31.59' R=20.00' a FD. 1 " I.P. WITH PLUG
b A-90'29'10") ^ �I STAMPED "RIV COUNTY
ao "O TRANSPORTATION" IN LIEU OF
r o CDco 0 3/4" I.P. PER MB 23/21.
LO 0 ACCEPTED AS THE CENTERLINE
0 N \ N OF DATIL RD. & CALLE
o a0 J m `� ^ N � o to JESSICA.
to o LiFD. 1" I.P. WITH PLUG
cy)N (6 J m o TAGGED "RIV COUNTY
TRANSPORTATION" LIEU OF
w W w o 3/4" I.P. PER MB 21/99.
0 o z ACCEPTED AS CENTERLINE OF
v
DATIL RD. & ARBOL REAL.
0 '00 o rn FD. 2" BRASS CAP STAMPED
0 o L3
N89'38'10"E z 130.00' z _ _ N RIV. CO. TRANSPIRATION" PER
(50.00') (50.00') _ (30.00') r7 MB 21 /99. FLUSH. ACCEPTED
N M&R rn M&R M&R AS S1/4 COR. OF 518.
p FD. 2" BRASS CAP ILLEGIBLE
CD N a o 4& FLUSH, IN LIEU OF 3/4"
Li W o I.P. PER MB 23/21.
w ^ ,°�° z ACCEPTED AS THE CENTERLINE
u°pi �t b ^ !U) OF RAMON RD. & ARBOL
o -0 o, '00 � o o REAL.
z04
�o JO m z \ `� z Q �FD. 2" BRASS CAP PER
MB 21/99. STAMPED LS
co ~O N ^ W 4989, FLUSH. ACCEPTED
ICE
� J m o AS THE CENTERLINE OF
N Q J RAMON RD. & SIERRA DEL
O SOL.
L=31.26' R=20.00' t
A-89'33'02" a? Q J
(L=31.25' R=20.00' to 0
6=89'30'50")
3.32' J
3.37' (50.00') 30.16' W
_ M&R (30.17')
N89'38'00"E 80.16' Q
I— (N89'38'00"W 80.17')
0l0
_. _e(6-31-85'
W
1868.53'
8'(130.00')')860BASISOF BEARINGS:
N89'38'00"E 2630.38' (N89'38'00"W 2630.37') l 5
RAMON RD. SCALE 1 "= 40'
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