cr25_0516CORNER RECORD Agency Index C R 190446
Document Number - Oe1(D
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description LOT 2 OF LOS AMIGOS ESTATES MB 34/50 T4S R4E SECA 1
CORNER TYPE COORDINATES (Optional)
N. E.
Government Corner ® Control M Elevation
♦ Meander E] Property Z Units Metric f7 U.S. Survey Foot
- I Rancho E] Other rl Horizontal Datum
t
X Zone Epoch Date
' Date of Survey July 18, 2019 Vertical Datum
Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d) 11 8771 E18773 ® Other:
Corner/ ❑X Left as found ❑ Established 0 Rebuilt ID Pre -Construction
Monument: El Found and tagged 0 Reestablished Referenced ElPost-Construction
Narrative of comer identified and monument as found, set, reset, replaced, or removed
See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional L yors c July 22, 2019
Signed P.L.S. vrY9 No
COUNTY SURVEYOR'S STATEMENT
LS7070
This Corner Record was received 04/15/25
and examined and filed w
Signed - P.L.S. oryR.&F! No. 8488
Title County Surveyor
County Surveyor's Comment
0 AND 80"R
VW Q�
PHILLIP K. FOMOTOR
No. 7070
cP� `�
E OF
,ONp.I LANpsG
M
rtili`�'P o
°- No.8488 "
* Exp. 12-31-26
�OF CA,L*0;
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UVGU111UHL imumuer v —ram D `-' _'� I ly
Aaenav Index CR190446
— — GRAN VIA VALMONTE
[(225.00')]M&R [N89'49'03"W 329.68']
30' 134.66' (134.60')
00
ra
as
00
0
n
00
ca
'n ap 0
W d fM
TRACT BOUNDARY
in o
(S89'53'40" 329.56') L
135.02'
(134.96')
o q
BASIS OF BEARINGS
0 0
THE BEARINGS SHOWN
SET I" I.P. IN
�,
HEREON ARE BASED ON THE
TOP OF WALL
BEARING N89'50'00"W BEING
N89'50'14"W 134.66'
THE CENTERLINE OF ALEJO
(S89'53'40"E 134.60')
ROAD PER MB 34/50.
SURVEYOR'S NOTES
;f
Q INDICATES SET 1" IRON
►�
PIPE WITH PLUG STAMPED
o
LS7070 FLUSH, UNLESS =�
LOT 2
OTHERWISE NOTED. 000
00
U'
INDICATES FOUND
pq W 0 0 MB 34/50 0 0° • i
p z o v r MONUMENT AS NOTED ``'
o o )INDICATES RECORD DATA o ro
o o SET TAG LS7070 z PER MB 34/50. .")
00 v ON TOP OF WALL. o
[ ] INDICATES MEASURED o 0
N89'S1'28'1N 134.66' AND RECORD DATA PER � r)
(S89'53'40"E 134.60') RS 146/005. ,� o
w r,zo o
(D 0 rn CD
0 to 0
Oil
M O
co f Z I
u = In in
O to O o a W
to
U '00 z u
O
v _ O
^ W Z u
t1 w - ° O
It
N J SCALE 1 "= 60' N J
u
Q o
L [L=31.40' R=20.00' [L=31.42' R=20.00'
0 Q A=89'56'59"] A=90'01'151 N
Li S (L=31.38 R=20.00 (L=31.44' R=20.00'
04 30' A=89'54'00") A=90'04'00") 30' z
rn
67 114.67' (114.62') _j
114.81' (114.76
Z [N89'50'00"W 229.48'1, (S89'50'00"E 229.38')
1 M [ 177.22'] ALEJO ROAD 4 [ 152.24' rn 7
BASIS OF BEARINGS: [N89'50'00"W 329.4fi'], (N89'50'00"W 329.37')
FD. GEAR SPIKE TAGGED LS7070 PER ❑5 FD. 3/4" I.P. TAGGED LS7070 IN WELL PER
❑ 5RS 146/5. ACCEPTED AS THE INT. OF VIA
RS146.
/ MIRALESTE AND GRAN VIA VALMONTE.
FD. 1" I.P. WITH PLUG LS7070 FLUSH PER
2❑ / 6 FD. GEAR SPIKE TAGGED LS8294, FLUSH.
RS 1465. SET PER CR 15/838 AS A PERPETUATION
3❑ FD. NAIL AND SHINERS FOR 5' CROSS TIES OF FOUND CONC. NAIL WITH NO REF. NOT
PER RS146/5. ACCEPTED AS THE INT. OF VIA ACC AS THE INT. OF VIA MIRALESTE
MIRALESTE AND VIA COLUSA. AND ALEJO RD.
® FD. 3/4" I.P. WITH ILLEGIBLE TAG IN WELL � FD GEAR SPIKE TAGGED LS8294, FLUSH SET
PER RS 146/5. ACCEPTED AS THE OF INT. PER CR 15/837 AS A PERPETUATION OF FOUND
ALEJO RD AND RIO VISTA DR. CONC. NAIL WITH NO REF. N_M AQCEPTEU AS
THE INT. OF LOS NIETOS RD AND ALEJO RD.
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