cr16_0614CORNER RECORD Document Number A ® 9 /�
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description LOT 9 TRACT 16495 MB 208/50 -53
APN 513 -570 -014
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Reb uilt ❑
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
SAND
SURVEYOR'S STATEMENT s (iR t
This Corner Record was prepared by me or under my direction in conformance with ?
the Lan
Signed
. or R.C.E. Number
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received S � and examined
and filed
Signed °`� Deputy - County Surveyor
County Surveyor's Comment
Page 1 of 2
U K.FOMOTOR OF C �
r�
era 7611
� -Ah � Exp.
Rev A (2/05)
CORNER TYPE
COORDINATES
(Optional)
Government Corner ❑ Control
❑
N.
I
Meander
-J '
❑ Property
❑
E.
r Rancho
❑ Other
❑
Zone NAD27 ❑
NAD83 ❑
Date of Survey
i
06/16/2016
NAD83 EPOCH
Elev.
SEC. 34 T.4S., R.4.E., SB. B. & M.
Vert. Datum: NGVD 29 El
NAVD88 ❑
(Include: Sec., Twp., Rge. & Meridian or Rancho)
Meas. Units Metric ❑
Imperial ❑
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Reb uilt ❑
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
SAND
SURVEYOR'S STATEMENT s (iR t
This Corner Record was prepared by me or under my direction in conformance with ?
the Lan
Signed
. or R.C.E. Number
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received S � and examined
and filed
Signed °`� Deputy - County Surveyor
County Surveyor's Comment
Page 1 of 2
U K.FOMOTOR OF C �
r�
era 7611
� -Ah � Exp.
Rev A (2/05)
0.79'
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C
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LINE TABLE
2 L1
RECORD
DATA
O
/
LINE
LENGTH
BEARING
LENGTH
BEARING
L1
47.02'
N16'14'52 "W
47.00'
N 16 "W
L2
40.81'
N27'33'13 "W
40.79'
N27`33'27 "W
L3
60.03'
N16'14'52 "W
60.03'
N16'14'51 "W
L4
40.81'
N4 °56'27 "W
40.79'
N04 5"W
L5
65.71'
N16 °14'52 "W
65.72"
N16 °14'51 "W
� L ! 6
20.78'
N78'53'17 "W
90 7n'
N7A'r;a'n
L7
22.00'
N73'39'32 "E
22.00'
N73'45'09 "E
L8
83.57'
1 N78 °53' 17 "W
83.54
N78 °56'03 "W
L9
20.43'
N0'09'04" W
20.43'
NO'0 8'48 "W
CURVE TABLE
RECORD DATA
CURVE
LENGTH
RADIUS
DELTA
LENGTH
RADIUS
DELTA.
C1
37.06'
36.00'
58'58'59"
37.07'
36.00'
58'59'51 "
C2
80.72'
73.83'
62 °38'25"
80.78'
73.83'
62 °41'12"
C3
34.14'
79.49'
24'36'34"
34.13'
80.00'
24'26 '37"
C4
38.01'
00'
21'46'39"
37.98'
100.00'
21'45'46"
C5
56.01'
E14 00'
22 °55'20"
56.01'
140.00'
22'55'29"
C6
59.44'
140.00'
24 °19'40"
59.44'
140.00'
1 24'19'31 "
0.79'
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SURVEYOR'S NOTES
Q INDICATES SET 1 " IRON PIPE WITH PLUG STAMPED
LS7070 FLUSH OR NAIL AND TAG LS 7070 IN CONCRETE.
INDICATES FOUND MONUMENT AS NOTED
INDICATES RECORD DATA PER MB 208/50 -53.
BASIS OF BEARIN
THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF
LOT 8 OF TRACT 16495 BEING N14'45'18 "E PER MB 208/50 -53.
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MONUMENT NOTES
2 L1
O
FD. 1 " I.P. PLUG RCE 25658 FLUSH NO REF.
3
®
FD. NAIL AND LEAD NO REF. AT THEE
ti
RIDGE
�►
PROLONGATION OF THE EASTERLY LINE OF LOT 8.
o
0.79' SOUTHWESTERLY OF CORNER.
p
U AIN
°
33
FD. 3/8" COPPER ROD DOWN 0.2' IN LIEU OF
N�
R A
ROA
COPPER WELD PER MB 208/50 -53.
s c
®
FD. GEAR SPIKE AND TAG RCE 25658 FLUSH.\
NO REF. ACCEPTED AS THE CENTERLINE OF
ob @? ° cv
RIDGE MOUNTAIN ROAD.
w
t
L4
R5
FD. GEAR SPIKE AND TAG RCE 25658 FLUSH.
�
NO REF. FOUND OFFSET FROM INTERSECTION
!�\
0.49' SOUTHERLY ALONG CURVE OF RIDGE
OO
L5
MOUNTAIN ROAD.
OO 1A''��
SCALE
1 "- 100'
SURVEYOR'S NOTES
Q INDICATES SET 1 " IRON PIPE WITH PLUG STAMPED
LS7070 FLUSH OR NAIL AND TAG LS 7070 IN CONCRETE.
INDICATES FOUND MONUMENT AS NOTED
INDICATES RECORD DATA PER MB 208/50 -53.
BASIS OF BEARIN
THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF
LOT 8 OF TRACT 16495 BEING N14'45'18 "E PER MB 208/50 -53.
0
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