cr17_0562CORNER RECORD Agency Index CR170368
Document Number 4777���,
City of PALM SPRINGS County of,.,-- RIVERISDE --, California
Brief Legal Description LOT 34 OF MB 48/67-68 SEC 24 T4S, R4E SBM
CORNER TYPE COORDINATES (Optional)
N, E.
i
Government Corner M Control � Elevation
Meander [:] Property MX units Metric U.S, Survey Foot
�4 Rancho E] Other Q Horizontal Datum
1 X
Zone Date
_j Date of Survey June 20, 2017 Vertical Datum
Complies with Public Resources Code §§8801-8819
Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 8765(d)
El 8771
8773
E]Other:
Corner/ Left as found
Established
r] Rebuilt
Pre -Construction
Monument: FIFound and tagged
RX Reestablished
0 Referenced
Post -construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
nV see sheet #2 for description(s),
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K FOMOTOR
the Professional I- nd,- 7eyom.!"'Act on June 20, 2017 UUNO7070'
No. 7070
LS7070
Signed P.L.S. or R.C.E. No.
�O
OF C
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
d filed
and examined a
Signed
Title fy
County Surveyor's Comment
B1111ISG-2016 (loge, 1 oft
Document Number /,7--(I S'—� 7 Agencv Index CR170368
BPELSG-2016 Page 2 of 2
MESQUITE AVENUE rtitiRs.
As, 00,
"I.P. OO
1 p06
TAG. LS 1 1/2 BRASS CAP lSSO
7232 DOWN STAMPED C.P.S. IN O 6'
'6%
0.5' IN WELL. WELL PER PALM > Q
% sr '90.
1/2" I.P. TAG
NO REF. SPRINGS TIE SHEET
`90.
ILLEGIBLE DOWN
SEC. 24 PG 5. /
0.5' IN WELL. NO
24.30' [24,28'] ,Lg
REF.
L=97.92' R=125.00'
L=78.34' R=100.00' /
A=4453'00"
A=44'53'00"
��(L=97.90' R=125.00'
(L=78.34' R=100.00'
/v
A=44'52'24")
A=44'52'24")
/ /moi
40
1 1/4" I.P. TAG
/
ILLEGIBLE DOWN
..
0.5' IN WELL. PER
l.
,05 / \ / cn N N
25' MB 48/67-68.
00 / \ / `�
N89'52'24"E 89.06'
00 N89'52'24"E
.06]\43.24'
/ / 0.67' N18'29'28"W 64.06'(64.05')
5.00' [43.23']
,N
00
POINT FALLS BETWEEN
FENCES CHAIN LINK NAIL AND
3
/ (� FENCE POST USEDiV TAG ON
00 DECORATIVE
d
o
AS A TIE.
M N CONCRETE.
Q
o w W o �_00
..
Clv
\2 �; LOT 34
z o
� z
n
MB Lo
�N ���
a; 6
l �Q ESTABLISHED THE /67_68
IV,10
3 ' SCALE 1 "= 60'
CD
PROLONGATION OF THE
o
LO
I SOUTH'LY LINE OF LOT 34 NAIL AND TAG
m z W
O
BY SINGLE PROPORTION. ON FOOTING
r " >
z
IOF WALL
00
z z I o o
148.79 [148_78'] (104.00')M&R
.� Q
_
— N89'52'24"E 252.79' [N 9'52'24" 252.78'] 0
04 o m O
W
0<
-^ L=31.35' R=20.00' L=31.49' R=20.00'
Q
Lq �I A=89'49'23" A=90' 12'14"
0 L00
O (L=31.35 R=20.00' (L=31.49' R=20.00' o
89'48'50") I 90'12'25") t
25' Q
44' N89'55'22"W 168.99'
(n
(N89'55'11"W 168.93')
1 " I.P. TAG ILLEGIBLE 0 0
DOWN 0.5' IN WELL. "o to
"W
1" I.P. TAG
PER MB 99/1-2. N89'55'22"W 278.01' (N89'55'11 277.95')
ILLEGIBLE DOWN
SURVEYORS NOTES SONORA ROAD
0.7' WELL.
IN IN WELL.
PER .
Q
INDICATES SET 1" IRON PIPE WITH PLUG
STAMPED LS7070. FLUSH.
A
INDICATES SET NAIL AND TAG STAMPED LS7070 BASIS OF BEARINGS
ON TOP OF FOOTING OR ON CONCRETE. THE BEARINGS
SHOWN HEREON ARE BASED ON
0
INDICATES FOUND MONUMENT AS NOTED THE BEARING N00°07'36"W BEING THE
INDICATES RECORD DATA PER MB 48/67-68. CENTERLINE OF
SAN MATEO DRIVE PER MB
INDICATES CAL'C DATA PER MB 48/67-68. 48/67-68.
BPELSG-2016 Page 2 of 2