cr19_0373CORNER RECORD Agency Index CR190100
Document Number
City of PALM SPRINGS County of RIVERSIDE , California
Brief Legal Description LOT 30 P.M. 166/70-73, SEC. 15, T.3S., RAE., S.B.M.
CORNER TYPE
❑ Government Corner ❑ Control
N.
Elevation
COORDINATES (Optional)
E.
❑ Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot
❑ Rancho ❑ Other Horizontal Datum
Date of Survey
Zone Epoch Date
December 18, 2018 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d)
❑ 8771
❑ 8773
❑ Other:
Corner/ ❑X Left as found
Monument: ❑ Found and tagged
❑ Established
Reestablished
❑ Rebuilt
❑ Referenced
❑ Pre -Construction
❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑ See sheet #2 for description(s):
1 - FD. 1" I.P. OPEN, NO ID, FLUSH, PER Rl AND R2, ACCEPTED AS C/L INT. 19TH AVENUE AND MCCLANE STREET.
2 - FD. 1" I.P. OPEN, NO ID, FLUSH, PER Rl AND R2, ACCEPTED AS C/L INT. 19TH AVENUE AND RUPPERT STREET.
3 - FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, FLUSH, PER R1, ACCEPTED AS C/L INT. 19TH AVENUE AND NEWHALL STREET.
4 - FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, FLUSH, PER R1, ACCEPTED AS C/L INT. ORR WAY AND RUPPERT STREET.
5 - FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, FLUSH, PER R1, ACCEPTED AS C/L INT. ORR WAY AND NEWHALL STREET.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance
with the Professional Land Surveyors' Act orAugust 29, 2019
Signed C.!'GAP6e-k F(Arrw P.L.S. No.
COUNTY SURVEYOR'S STATEMENT
4989
LAAO
CHARLES R. HARRIS
No. 4989
OF
This Corner Record was received 0/Z9/20/9 LA a S{
and examined and filed 9/27 �� O�� �]1.E- H/C(,�
QP
Signed _ P.L.S. or P.C�I✓ No. _'
Title�No. 9017
r cF Exp. 09-30-19
County Surveyor's Comment '9
CF CAL.IJ
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uocument Number LV v t -UJ #n
R.S. 111/83 19TH AVENUE
(N 89'48'29" E 785.36') R1
tin N 89'58'55" E 788.31
V 430.34' 1 357.97' L
( 8 R2 5 E a (358.01') R1
430.3
Li 231.96' (232.01) R1
BASIS OF BEA INGS 116.15' j— 115.5
(116.17') R1 ! 1 (115.84'
29 ri 50 ;
OM Q -
H � 39 nd Na
1Dt W .-,;n (N 89'46'20" W 280.00') R1 Q^
f� III ^ i,^, / N 89'3610" W 279 96'
MM
uJ
SLI
WCL
Qam
nO OZ
Ir
10.5'
EXISTING
CURB f
vr,l
a+o
coo
N
Q
ncv Inaex uK,iuu-luu
r 1
139.98'139.98'
1 (140,00') R1
(140.00') R1� r
0.-.
ao
ie..
30
`. "N 49 oa,
an
6-
(N 89'46'20"
W 280.00') R1 �^
N 89'36'39'
I
W 279.96'
�l
139.98'139.98'
j
1 (140,00') R1
(140.00') R1i 1
31
..ice
48 n
00
00 cLc
�d
J^u(140.00'} Ri
%(140.00'), R1
r 139.98
��
r 139.98
N 8936'22" W 357,96'
(N 89'36'20" W 358.00') R1
P.M. 166/70-73
I
3� W
!� o. tu
fY
Da �
MN
- M
M tt a
00
O W
Zv Z
1❑ 5
Ex STING
CURB
�r
0
O 0i
of N
N m
rn
(N 89'46'20" W 358.00') R1
N 893535' W 358.00 r
ORR WAY
5
LINE DATA
NO. BEARING LENGTH
Ll N 46'25'14" E 33.12 N 46'14'45" E 33.12' R1
L2 N 45'52'13" W 33.27' N 46'11'31" W 33.36' R1
L3 N 00'24' 14" E 354.10' N 00-13-40' E 354.18' R 1
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF
19TH AVENUE AS SHOWN ON R.S. 111/83 BEING N 89'58'55" E
NOTES:
r INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
■ INDICATES FOUND NAIL & TAG "RCE 21740", FLUSH IN TOP OF CURB AT JQ.
10.5' OFFSET ALONG THE PROLONGATION OF THE SIDE LOT LINES. m -vv
Q INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH. 0
()R1 INDICATES RECORD DATA PER P.M. 166/70-73. NOT TO SCALE
()R2 INDICATES RECORD DATA PER R.S. 111/83. J.N. 2492
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