cr17_0217CORNER RECORD Document Number l7 a /
City of PALM SPRINGS County of RIVERSIDE California
Brief Legai Description LOT 31 OF MB 40/48.
APN:501-108-031
CORNER TYPE COORDINATES
(Optional)
' Government Corner ❑ Control ❑ N.
_ _ _ Meander ❑ Property ® E.
1 Rancho ❑ Other ❑ Zane NAD27 ❑ NAD83 ❑
Date of Survey 02/22/2017 NAD83 EPOCH
Elev.
SEC. 2 T.4S., R.4.E., SB. B. & M. Ven. Datum: NGVD 29 ❑ NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑
Corner — Left as found ® Found and tagged ❑ Established ❑ Reestablished M 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 STATEMENTvSAND gUR\
This Corner Record was prepared by me or under my direction in conformance with 10 OP
the Land Surveyors' Act on 03/06/2017
or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Racer as received and examined
and filed
Signed Deputy County Surveyor
County Surveyor's
PHILLIP K. FOMOTOR
No. 7070
G,
1:.x6). 1 2-3l -18
Page 1 of 2 pnnaa
Rev A (2/05) ���'�
BASIS OF BEARING: N89'56'28"E 667.9E (N89'56'2II"E 661.58')
40.08 -- --521.86' [521.58']----- — -- — -- —
40.00'] o FRANCIS DRIVE
POINT FALLS ON MANHOLE ADOBE WAY �
0
z
01 rn
m
w
O
Z
ME tl • •Rl
ma FD. 1" I.P. PLUG RCE 9503
cND DOWN 0.5' IN MONUMENT WELL
` PER CR 01-0257.
cq ❑2FD. 1 1/2" COPPER WELD
N STAMPED LS 8010 DOWN 0.1'
tD NO REG
9
N89'53'58"E 125.01
(S89'46'17"E 125.00
100.01'
SET NAIL AND TAG
LS 7070 ON TOP
OF WALL.
(100.00')
SET 1" I.P. PLUG
LS 7070 FLUSH.
SET NAIL AND TAG SET 1" I.P. PLUG
LS 7070 ON FOOTING LS 7070 FLUSH.
OF WALL.
100.09' (100.00')
N89'54'02"E 125.09'
(S89'46'17"E 125.00')
(45.97'IM&Rir
0 111
j35.39'IM&R
O
N
rn jr
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O
4�W
Oo
NAIL AND TAG LS 2344
PER
0
rn
CITY OF PALM SPRINGS
TIE
co
SHEET SEC, 2 N0. 24.
00M
Z
P 7
O
O
c
N
—25
—
W
e
SET NAIL AND TAG SET 1" I.P. PLUG
LS 7070 ON FOOTING LS 7070 FLUSH.
OF WALL.
100.09' (100.00')
N89'54'02"E 125.09'
(S89'46'17"E 125.00')
SURVEYOR'S NO'T'ES
INDICATES RECORD DATA PER MB 40/48
INDICATES CAL'C DATA PER MB 40/48
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED
ON THE BEARING N89'56'28"E BEING THE
CENTERLINE OF FRANCIS DRIVE PER MB
40/48.
3/4" I.P. PLUG RCE
24176 PER CR 01/0257,
ACCEPTED AS THE SEL'Y
COR. LOT 14.
Page 2 of 2
n� NAIL AND TAG LS 2344 PER
CITY OF PALM SPRINGS TIE
SHEET SEC. 2 NO. 40.
PADUA WAY
0 111
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4�W
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00
0
Q
W W
MO
0
Z
P 7
O
O
_
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N
Z Z
r
W
e
Y)
o SCALE 1"=30'
25'
z
SURVEYOR'S NO'T'ES
INDICATES RECORD DATA PER MB 40/48
INDICATES CAL'C DATA PER MB 40/48
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED
ON THE BEARING N89'56'28"E BEING THE
CENTERLINE OF FRANCIS DRIVE PER MB
40/48.
3/4" I.P. PLUG RCE
24176 PER CR 01/0257,
ACCEPTED AS THE SEL'Y
COR. LOT 14.
Page 2 of 2
n� NAIL AND TAG LS 2344 PER
CITY OF PALM SPRINGS TIE
SHEET SEC. 2 NO. 40.
PADUA WAY