cr15_0106CORNER RECORD Document Number /..SS - O n 6
City of PALM SPRINGS County of RIVERSIDE , California
PARCEL 3 AS SHOWN ON RS 39/99
Brief Legal Description
APN: 511- 330 -022
CORNER TYPE COORDINATES
(Optional)
Government Corner ❑ Control ❑ N.
Meander ❑ Property E.
I Rancho ❑ Other ❑ Zone NAD27 F NAD83 El
X i Date of Survey 1 1 / / 14 NAD83 EPOCH
Elev.
SEC. 26 T.4S., R.4.E., SB. B. & M. Vert. Datum: NGVD 29❑ NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished n 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 Su yor = ct_�n 11/25/2014
Signed i _ — L.S. or R.C.E. Number LS 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received / ,,7 / �' — ! y and examined
and filed .2-
Signed Qeputy County Surveyor
County Surveyor's Comment
sT9T No. 70:70
\ OF cA\-���
LP
No 7611
DOES NOT RELIEVE THE SURVEYOR "f
FILING OF A RECORD OF SURVEY
PHILLIP K. FOMOTOR
Page 1 of 2
Rev A (2/05) 1 — f I I C)
0
PARCEL 4
RS 39/99
3
II
(NO-00-00"E (N90'00'00 "E 100.00')M &R 25'
i 0.00' & 10.00'- -
(N90 °00 00'W 100.00')M &R
I
` N'LY LINE OF LOT 24
PER MB 42/73 (PRIOR
of
TO ADJUSTMENT) 04
SCALE 1 "= 40' g
W N IA
M PARCEL 3 °
RS 39/99 z o
)
J
= L= 28.83' R= 20.00'
A= 82' 35' 50" 25'
(N82 35 5(y" F 122. 43' ) M &R
(-E
Ln
t.C)
N (N 82 35 "50
DR
L= 88.28'
R= 1000.00'
A =5 °03'29"
_(N77 °32'21 "E 75')M&R
SURVEYOR'S NOTES
Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED
LS7070. FLUSH. UNLESS OTHERWISE NOTED
® INDICATES FOUND MONUMENT AS NOTED
0 INDICATES SET NAIL AND TAG STAMPED LS7070
ON FOOTING OF WALL.
)M &R INDICATES MEASURED AND RECORD DATA
PER RS 39/99 AND MB 42/72 ®73
BASS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING SOUTH BEING THE CENTERLINE OF
ALHAMBRA DRIVE PER MB 42/72 -73.
MONUMENT NOTES
Q FD. 1 " I.P. PER MB 42/72 IN MONUMENT
WELL, TAG ILLEGIBLE
D FD. 1" I.P. OPEN IN MONUMENT WELL
IN LIEU OF 3/4" I.P. PER RS 39/99.
0 FD. 3/4" I.P. OPEN DOWN 0.1 IN LIEU
OF 2X2 HUB PER RS 39/99 ACCEPTED
AS NE CORNER OF PARCEL 3
® FD. 1" I.P. OPEN PER MB 42/73 IN
MONUMENT WELL
0 INDICATES NOTHING FOUND OR SET
Page 2 of 2