cr23_0429CORNER RECORD Agency Index
Document Number
CR230020
moa -3 6y��
City of THOUSAND PALMS County of RIVERSIDE , California
Brief Legal Description LOT 315 OF SHANGRI LA PALMS UNIT 8 PER MB 28/61-63
CORNER TYPE COORDINATES (Optional)
N. E.
Elevation
Units Metric
FRIU.S. Survey Foot
Rancho Lj Other Horizontal Datum
Zone Epoch Date
Date of Survey December 12, 2019 Vertical Datum
Complies with Public Resources Code §§8801-8819
T.4S, R.6E SEC. 18 ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 0 8765(d) E18771 El 8773 E] Other:
Corner/ ❑X Left as found ❑X Established ❑ Rebuilt M Pre -Construction
Monument: ❑ Found and tagged El Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
✓0 See sheet #2 for description(s):
SURVEYOR'S STATEMENT v� O�
This Corner Record was prepared by me or under my direction in conformance with UK,FOMOTORthe Professional Land Surveyors'Act on January 12, 2023 Signed P.L.S. or. No. 7070 Or CP,\,\ /
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed — � ` r%
Signed P.L.S. or E. No
Title
County Surveyor's Comment
BPELSG-2016 Page 1 oft
t.i n
Er
a -a
(P
{x.12-31-24 X
aC�t! 4'
Government Corner El Control._
---------- 46----------
Meander ®X Property
N. E.
Elevation
Units Metric
FRIU.S. Survey Foot
Rancho Lj Other Horizontal Datum
Zone Epoch Date
Date of Survey December 12, 2019 Vertical Datum
Complies with Public Resources Code §§8801-8819
T.4S, R.6E SEC. 18 ❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 0 8765(d) E18771 El 8773 E] Other:
Corner/ ❑X Left as found ❑X Established ❑ Rebuilt M Pre -Construction
Monument: ❑ Found and tagged El Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
✓0 See sheet #2 for description(s):
SURVEYOR'S STATEMENT v� O�
This Corner Record was prepared by me or under my direction in conformance with UK,FOMOTORthe Professional Land Surveyors'Act on January 12, 2023 Signed P.L.S. or. No. 7070 Or CP,\,\ /
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examined and filed — � ` r%
Signed P.L.S. or E. No
Title
County Surveyor's Comment
BPELSG-2016 Page 1 oft
t.i n
Er
a -a
(P
{x.12-31-24 X
aC�t! 4'
uocumem iwmper
Inaex uK—"-,6uuzu
N89'49'37"E 522.24'(N89'49'40"E 522.50')
n — 2 267.41' (267.50') — `.
�r Y 30TH AVENUE J
M� ,-- O
_ O rn o0
n un 00-0 "00' �o0)
v0) 4' .
9'40 03C(89N4'4"675')ALC'D
(10000)'(100.00') 99..92
f
NZNN
Nw °? o° `
°Q
..4QJ
V lV
Qo Qww _ LOT 315 LOT 336
o �?rn o -' J MB 28/61®63 -� (I�/'118- 2( )16'1-0 33 J m W w LL I
U
ir a 27.5' ONN VJ
99.91'(100.00') 99.91'(100.00') 4p° 0 0
J 00 .� W o o — V)o o SCALE 1'°= 80'
rn
p-
O u
Q <
N89'48 52 E 267.32
2.70' (N89'49'40"E 267.50')CALC'D
LENGTH
BEARING
M Uy
in m
�0
Q -
U-)
LE
0
I_ Q
71.98'
SO'11'09"E
72.00'
J
I
O
11 «1
iLq
SO'11'09"E
72.00'
SO* 10'20"E
O
L" Q
N O
SO'10'45"E
72.00'
SO'10'20"E
CD
L4
N J
SO'10'20"E
"' N
SO* 10'20"E
L5
71.97'
SO'10'20"E
72.00'
SO* 10'20"E
CALC'D
�n
N89'47'09"E 21.89'
—
(N89'49'40"E 522.5')CALC'D
— —
— — 267.19' (267.50')CALC'D
(5.28')
5
4
254.69'(255.00')CALC'D
M&CALC'D
(52.52')
M&CALC'D
LINE TABLE
(RECORD)
LINE
LENGTH
BEARING
LENGTH
BEARING
L1
71.98'
SO'11'09"E
72.00'
SO°10'20"E
CALC'D
L2
71.98'
SO'11'09"E
72.00'
SO* 10'20"E
•
L3
71.98'
SO'10'45"E
72.00'
SO'10'20"E
28/61-63.
L4
71.97'
SO'10'20"E
72.00'
SO* 10'20"E
L5
71.97'
SO'10'20"E
72.00'
SO* 10'20"E
CALC'D
SURVEYOR'S NOTES
Q
INDICATES SET 1" IRON PIPE WITH
PLUG
STAMPED LS7070. FLUSH.
D
INDICATES SET NAIL AND TAG ON
CONCRETE AT
n
PROLONGATION OF SIDELINE 2.70'
WESTERLY.
•
INDICATES FOUND MONUMENT AS
NOTED
( )
INDICATES RECORD DATA PER MB
28/61-63.
0
THE BEARINGS SHOWN HEREON ARE BASED ON Rl
THE BEARING SO'10'20"E BEING THE CENTERLINE
OF SIERRA DEL SOL PER MB 28/61-63. ❑
5
FD. 1 1/2" COPPER WELD STAMPED CVWD FLUSH
PER CR 18-0041. ACCEPTED AS THE INTERSECTION
OF 30TH AVE AND ARBOL REAL.
FD. 1 1/2" COPPER WELD STAMPED CVWD FLUSH
PER CR 18-0047. ACCEPTED AS THE INTERSECTION
OF 30TH AVE. AND LAS FLORES WAY.
FD. 1 1/2" COPPER WELD STAMPED CVWD FLUSH
NO RECORD. ACCEPTED AS THE INTERSECTION OF
30TH AVE. AND SIERRA DEL SOL.
FD. 1 1/2" COPPER WELD STAMPED CVWD
FLUSH PER CR 18-0035. ACCEPTED AS THE BC
OF ARBOL REAL SOUTH OF 30TH AVE.
FD. 1 1/2" COPPER WELD STAMPED CVWD
FLUSH PER CR 18-0035. ACCEPTED AS THE BC
OF SIERRA DEL SOL SOUTH OF 30TH AVE.
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