cr17_0296CORNER RECORD
City of PALM SPRINGS
Brief Legal Description
Document Number
County of RIVERSIDE California
LOT 70 OF ENCHANTED HOMES NO.2 MB 34/37 O.R.
APN: 502-091-013
CORNER TYPE COORDINATES
(Optional)
Government Corner ❑ Controi ❑ N.
1+3 _ _ Meander ❑ Property E.
Rancho Other ❑ Zone NAD27 ❑ NAD83 ❑
Date of Survey 03/1 6 2017 NAD83 EPOCH
Elev.
SEC. 13 T.4S., R.4.E., SB. B. & M. Ven. Datum: NGVD 28❑ NAVDa8 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑
Corner — Left as found 9 Found and tagged ❑ Established ❑ Reestablished Ig 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 �0 IAND SUR\
0
This Corner Record was prepared by me or under my direction in conformance with °�
the Land Sutfln--
y0 ' - 03/29/2017 PHILLIP K. FOMOTOR
_
LS 7070 No. 7070
Signed - - L.S. or R.C.E. Number _
COUNTY SURVEYOR'S STATEMENT of cA
This Corner Record was received —55 �2 2 and examined %," O�`l-_'-;:_f
and filed_
/>
Signed ,.a, ? Deputy. -County Surveyor I `
County Surveyor's Comment \.
Page 1 of 2
Rev A (2/05)
BURTON WAY N89'48'04"E 116.02'
BASIS OF BEARING (N89'52"00"E 116.00')R1
N89'48'30"E 368.57' (N89 -48'30"E 368.47')R2
245.52' 2h5.50')R2 Li - - -
( (L52.00')M&F
1 AMADO ROAD �' 0 Li
C1 L8
LINE TABLE
(RECORD)R1
LINE
LENGTH
BEARING
LENGTH
BEARING
L1
'103.97'
NO'01'58"E
104.00'
NO'03'E
L2
100.01'
N89'48'55"E
100.00'
N89 -56'E
L3
100.01'
S89'49'06"W
100.00'
N89 -56'E
L4
103.97'
NO'02'01"E
104.00'
NO'03'E
L5
100.01'
N89'48'55"E
100.00'
N89'56'E
L6
103.98'
NO'02'04"E
104.00'
NO.03'E
L7
100.01'
S89'49'06"W
100.00'
N89'56'E
L8
107.20'
589'48'30"W
107.07'
N89'48'30"E
L9
52.83'
N89'48'04"E
52.93
N89 -52'00"E
ILIO
30.00'
( NO.11'30"W
a0.vz
�(98.00')R1 (18.00')M&R1
1 25'
(RECORD)R1
CURVE
�
o
S Li
� v
LENGTH
z
N v LOT 70
o
J
MS 34/37
M911% • ,..... 11
N 0) w L2
co 0) m
r d
W W J J
Lo O
O v
O M O
200.02'
C2 25
LI
0° - W
rn
zQ
N � O o
zC)f�
L5
�ro
� rn
m �r
t ro rn
m co
w
J 00
O 00
v N-
M
rl O 0 O
b o L3 JL7.N89'49'06E NN89'56'00"E 2SCALE 1
M m 25' 160.00'5' 1265.22'
to=za-b4 Zb K=Zbz.9b C3 (160.02')R1 C4
L=132.02')M&R3 214.05' 0 0 (1265.50)
(214.08')R- ,.� (250.00')M&R1 M CAL'C R3
589'57'49"E 50.00' 00�_ O - - - "ROAD -
4
(589'58'25"E 50.00')R3 N89'S6'36"E 1729.27'
ANDREAS ROAD (N89'S6'00"E 1729.55')CAL'C PER LOUELLA (A=30'00'00" R=250.87'
L=131.34')M&R3
_SUNSET WAY
SURVEYOR'S NOTES
0 INDICATES SET 1" IRON PIPE WITH PLUG
STAMPED LS7070. FLUSH.
Q0 INDICATES SET GEAR SPIKE AND TAG
STAMPED LS7070 FLUSH
CURVE TABLE
(RECORD)R1
CURVE
LENGTH
RADIUS
DELTA
LENGTH
RADIUS
DELTA
C1
31.34'
20.00'
8946'32"
31.53'
20.00'
89'45'30'
C2
31.50'
20.00'
90°14'00"
31.47'
20.00'
90'11'00'
C3
31.45'
20.00'
90'05'22"
31.45'
20.00'
90'07'00'
C4
31.38'
20.00'
89'54'32"
31.37'
20.00'
89'53'00'
INDICATES
SET NAIL AND TAG
STAMPED
LS7070 ON TOP OF WALL.
® INDICATES
FOUND MONUMENT
AS
NOTED
( )R1 INDICATES
RECORD DATA PER
MB
34/37.
( )R2 INDICATES
RECORD DATA PER
MB
55/24.
( )R3 INDICATES
RECORD DATA PER
RS
36/44.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING N89 -48'30"E BEING THE
CENTERLINE OF AMADO ROAD PER MB 55/24.
MONUMENT NOTES
FD. 3/4" I.P. WITH TAG PER MB 55/24. TAG
ILLEGIBLE DOWN 0.6' IN MONUMENT WELL.
ACCEPTED AS THE INTERSECTION BURTON
WAY GOING NORTH AND AMADO ROAD.
F21 FD. CITY OF PALM SPRINGS STANDARD
MONUMENT PER MB 55/24. 1" I.P. OPEN
DOWN 0.6' IN WELL. ACCEPTED AS THE
INTERSECTION MONTEREY WAY GOING NORTH
AND AMADO ROAD.
n FD. 3/4" I.P. WITH TAG PER MB 34/37. TAG
ILLEGIBLE DOWN 0.6' IN MONUMENT WELL.
ACCEPTED AS THE INTERSECTION OF AMADO
ROAD AND THE WEST TRACT BOUNDARY OF
DESERT ESTADOS NO.2(MB 32/49) AS SHOWN
ON MB 34/37.
® FD. 1/2" I.P. WITH TAG PER RS 36/44. TAG
ILLEGIBLE DOWN 0.8' IN MONUMENT WELL.
ACCEPTED AS THE INTERSECTION OF ANDREAS
ROAD AND SUNSET WAY.
FD. 3/4" I.P. PER RS 36/44. OPEN DOWN 0.5'.
ACCEPTED AS THE INTERSECTION OF ANDREAS
ROAD AND LOUELLA ROAD.
Page 2 of 2