cr16_0730CORNER RECORD Document Number A� - 0 = o
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description LOT 23 OF BLOCK "C" OF TAHQUITZ RIVER ESTATES MB 22/69-71.
1456 E SAN LORENZO ROAD APN: 508-281-020-8
CORNER TYPE COORDINATES
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on 07/25/2016
Signed L.S. or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received "/�- 2 77—/L
Signed
County Surveyor's Comment
Rev A (2/05)
and examined
Depuly._Gounty Surveyor
Page 1 of 2
PHILLIP K. FOMOTOR
No. 7070
\� OF CPQ �FO�
(Optional)
Government Corner ❑
Control ❑
N.
---+-x-
Meander ❑
Property ®
E.
Rancho El
other ❑
Zone NAD27 ❑
NAD83 ❑
i
Date of Survey 07/21/2016
NAD83 EPOCH
Elev.
SEC. 23 T.4S., R.4.E., SB. B. & M.
Vert. Datum: NGVD 29 [:1
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner — Left as found IK Found and tagged ❑
Established ❑
Reestablished 9 Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEE PAGE 2
A description of the physical condition of the monument as found and as set or reset:
SEE PAGE 2
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on 07/25/2016
Signed L.S. or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received "/�- 2 77—/L
Signed
County Surveyor's Comment
Rev A (2/05)
and examined
Depuly._Gounty Surveyor
Page 1 of 2
PHILLIP K. FOMOTOR
No. 7070
\� OF CPQ �FO�
1
40'
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40'
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SOUTH RIVERSIDE
S89°32'08"W 1625.21' (S89°31'30"W 1625.00')
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00
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L=31.63' R=20.00'
A=90°36'17"
(L=31.63' R=20.00'
A=90° 36'30")
N89'32'08"E 1505.21' (N89°31'30"E 1505.00')
-L=31.21' R=20.90
L=31.62' R=20.00'
A=89°24'21"
I
A=90°35'15"
0
0
(L=31.20' R=20.00'o
(L
LOT 6
31.63' R=20.00'
0
0
0
0
A=89°23'30")
A=90°36'30") ��
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CO CO
I ^ V
0
O
O
cu
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N89'31'4 "E
1545.22' (S89°31'30"W
1545.00')
o
0
J
721.10'
103.01' (103.00')
721.11'
iv
s
(721.00' SET TAG LS 7070 _
(721.00')
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MB 2269-71
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700.90'1 z v
z u 701.31 '
;700.79')
103.02' (103.00')
(701.21')
N8o'31'30"E
1505.23' (N89`31'30"E.
1505.00')
N
864.39'
LO
NO°28'30"W 25.00'- l 760.85' N
_ r1 -
4
S89°31'30"W
_
1625.24' (S89°31'30"W
1625.00')
AST SAN LORENZO ROAD
L=31.21' R=20.00'\
A=89'24'07"
(L=31.20' R=20.00'
A=89`23'30")
SURVEYOR'S NOTES
O INDICATES SET 1" IRON PIPE WITH PLUG
STAMPED LS7070. FLUSH.
Q INDICATES SET NAIL AND TAG STAMPED LS7070
ON TOP OF WALL.
INDICATES FOUND MONUMENT AS NOTED
( ) INDICATES RECORD DATA PER MB 22/69-71.
MONUMENT NOTES
0 FD. 1" I.P. WITH TAG LS 5411 IN MONUMENT
WELL PER CR 15-0223.
R2 FD. 3/4" I.P. DOWN 0.5' IN MONUMENT WELL SCALE 1 "= 60'
PER CR 14-0793.
0 FD, 3/4" I.P. WITH ILLEGIBLE TAG DOWN 0.5' IN BASIS OF BEARINGS
MONUMENT WELL IN LIEU OF 1/2" I.P. PER MB THE BEARINGS SHOWN HEREON ARE BASED ON
22/69-71. THE BEARING S89'31'30"W BEING THE
CENTERLINE OF SAN LORENZO ROAD PER MB
® FD. 3/4" I.P. DOWN 0.4' IN MONUMENT WELL 22/69-71.
PER CITY OF PALM SPRINGS SECTION 23 TIE
SHEET 63.
Rage 2 of 2