cr23_0798CORNER RECORD Agency Index CR200430
Document Number _)0,23 - 0_748
City of INDIAN WELLS County of RIVERSIDE
Brief Legal Description LOTS 36 AND 37 OF MB41/8
, California
CORNER TYPE COORDINATES (Optional)
N. E.
® Government Corner ❑ Control Elevation
❑ Meander ❑ Property Units ❑ Metric U.S. Survey Foot
® Rancho ❑ Other Horizontal Datum
Zone Epoch Date
x Date of Survey January 28, 2019 Vertical Datum
SEC. 11 T.4S., R. 4E., Complies with Public Resources Code §§8801-8819
S.B.M. ❑ Complies -with Public Resources Code §§8890-8902
PLS Act Ref.:
0
8765(d)
❑ 8771
❑ 8773
❑ Other:
Corner/
Monument:
❑X
❑X
Left as found
Found and tagged
❑ Established
❑X Reestablished
❑X Rebuilt
❑ Referenced
® Pre -Construction
® Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Fj See sheet #2 for description(s):
1. FD. 3/4" I.P. TAG RE 862 PER MB 41/8. DOWN 1'
2. FD. 1X2" HUB AND TACK. NO REF. ACCEPTED AS OVER 3/4" I.P. TAG 862 PER MB 41/8 (SOUNDED)
3. USED CENTERLINE EXIST CHAIN LINK FENCE POST AS A TIE TO BOUNDARY CORNER. FD N89'50'22"E 0.70' FROM CORNER
WIRED TAG LS 7070 TO SIDE.
4. FD 1 1/4" COPPER WELD LS 3508 FLUSH. NO REF. ACCEPTED AS THE EC THUNDERBIRD ROAD
5. FD 1 1/4" I.P. TAG RE 862 PER MB 42/79-80. DOWN 1'. NO REF. ACCEPTED AS THE BC THUNDERBIRD ROAD
6. FD CONCRETE NAIL FLUSH PER CR 09-0528. FD. WITH SWING TIES. ACCEPTED AS THE INTERSECTION
OF TONAPAH ROAD AND THUNDERBIRD ROAD. �� ND SURy
SURVEYOR'S STATEMENT `a`a
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on February 1, 2019
Signed T _ P.L.S. orb. No. 7070
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 5151 2 3
and examined and filed
Signed
�3_15123
Title C014 *1 SU
County Surveyor's Comment
P.L.S. or R.C.E. No. 8458
V
PHILLIP K. FOMOTOR
No. 7070
OF CI,\-�O�
BPELSG-2016 Page 1 of2
Document Number �a3, 0-7 l8
ency Index CR200430
BASIS OF BEARINGS �3
THE BEARINGS SHOWN HEREON ARE BASED �,p a80
ON THE BEARING S43'59'30"E BEING THE 1 ` p 0 0,7 y
CENTERLINE OF CARSON ROAD PER MB 41/8. -- �20��0,
ti 6. F rs J,
S. N . F. �, <c. 42.00' 1 '� ��ss, oX,
�a`04�1 C2 03 ��9�°�
_'"� gd o� S.N. r f°
N67'48'21 "�/ '°o ys
50.00'
N89'50'22 E" 2O
.70'
(S67'48'40 E C'�
0
3 LOT 36 0) '
�', ooMB 41/8 a'`$N43'5 47 38
• o
S N F (� J� ,(b (N43°59'30"W
SCALE 1 "=100' Vic%. d.`�'C-3 I '�„'. �'A btQ 47.42')
p �sy, LOT 37 POINT FALLS U
&°L"C' �tlE'y r��� MB 41/8� 6PALM
jL GTREE
-yi o ( SET W.C.
J- ,$>_ / li �A G TAG STAMPED J �� �� LS7070 ON
STEM WALL.
9
POINT FALLS G� SET GEAR
IN PALM TREE SET GEAR SPIKE TAG
0 �p� SPIKE TAG LS 7070.
4 CEO 5 `�'O S'LS 7070.
SURVEYORS NOTES
Q INDICATES SET 1" I.P. WITH PLUG STAMPED
v' LS7070 FLUSH UNLESS OTHERWISE NOTED.
9Q�Q INDICATES
NAIL AND TAG
STAMPED
A D LS7070 ON TOP OF WALL OR INCONC.
■ INDICATES FOUND MONUMENT AS NOTED
S.N.F.INDICATES SEARCHED NOTHING FOUND. ` J INDICATES RECORD DATA PER MB 41/8.
[ INDICATES RECORD DATA PER MB 42/79-80.
CURVE TABLE RECORD DATA
CURVE
I LENGTH
I RADIUS
DELTA
LENGTH
RADIUS
I DELTA
Cl
169.93'
1065.00'
9°08'31"
(170.03')
(1065.00')
(9'08'50")
C2
11.65'
42.00'
15'53'14"
(11.63')
(42.00')
(15-52'10")
C3
23.31'
91.00'
14°40'28"
(23.30')
(91.00')
(14'40'20")
C4
165.90'
1040.00'
9'08'23"
(166.03')
(1040.00')
(9'08'50")
C5
36.55'
20.00'
104*41-49"
(36.56')
(20.00')
(104-44'58")
C6
78.72'
1851.13'
2-26'12"
(78.63')
(1851.13')
(2'26'02")
C7
92.26'
1030.00'
5'07'56"
(92.28')
(1030.00')
(5'08'00")
C8
83.19'
1000.00'
4°46'00"
(83.19')
(1000.00')
(4°46'00")
C9
139.40'
1881.13'
4*14'45"
(139.37')
(1881.13')
(4*14'42")
= C10
127.39'
215.00'
33'56'55"
[127.31']
[215.00']
[33'55'40"]
C11
216.68'
1000.00'
12'24'53"
[216.711
[1000.00']
[12'25'0011]
C12
61.79'
1040.00'
3*24'15"
(61.84')
(1040.00')
(03-24'25")
C13
104.11'
1040.00'
5°44'08"
(104.19')
(1040.00')
(05'44'25")
BPELSG-2016 Page 2 of 2