cr24_1626CORNER RECORD
City of DESERT HOT SPRINGS
Brief Legal Description
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T.3S, RAE SECTION 14
CORNER TYPE
Agency Index CR240404
Document Number 31oD14 — I
County of RIVERSIDE
PARCEL 10 PER PM 244/28-33
Q Government Corner 0 Control
N.
Elevation
COORDINATES (Optional)
E.
9_ !
. California
0 Meander ❑X Property Units ❑ Metric Q U.S. Survey Foot
0 Rancho 0 Other Horizontal Datum
Zone Epoch Date
Date of Survey February 28, 2024 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) 118771 0 8773 ❑ Other:
Corner/ 0 Left as found
Established
❑ Rebuilt
11 Pre -Construction
Monument: ❑ Found and tagged
❑ Reestablished
❑ Referenced
El Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
0 See sheet #2 for description(s):
ID
SURVEYOR'S STATEMENT O�
This Corner Record was prepared by me or under my direction in conformance with PHILLIP K. FOMOTOR
the Professional Land Surveyors' Act on June 7, 2024 No. 7070
Signed P.L.S. or50.1E'. No. 7070 cih 1!�_
OF G \ \- ,��
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received -� I I -g / O q
and examined an �ed
Signed P.L.S. or R. . No. G�y
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of2
Document Number ',A ,-)0 —
Index CR240404
1 SE coo 18TH AVENUE
BASIS OF BEARINGS: N89"19'32"E 2660.36' (N89`19'32"E 2660.37')
2000.24' (2000.25')
(660.12')
M&R a
W
z
ILU
j o
a
z .. PARCEL 9
Q 9.83' PM244/28-33
to p
Z (� N89°34'41 "W 471.59' (S89°34'28"E 471.56')
Z M
30'
3
�NIo
�,
0 J
rn
UN
o�
Z ; �
PARCEL 10
v
w w
PM244/28-33
W
M
Q Lo ` '
N N
�o
W '2
b b
z
Jw
z
rn
m N
I - 1
in
N 30� N89"34'47"W 471.59' (S89'34'28"E 471.56')
Z p 9.76'
U
J J
I
.U.
O
N
[V
M
PARCEL 13
N PM244/28-33
5 N
COACHILLIN WAY
SURVEYOR'S NOTES
INDICATES FOUND MONUMENT AS NOTED
( INDICATES RECORD DATA PER
PM244/28-33.
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON
THE BEARING NW19'32"E BEING THE
CENTERLINE OF 18TH AVE PER PM244/28-33.
MONUMENT NOTES
FD. GEAR SPIKE AND WASHER PLS 8223
II FLUSH PER RS160/058. ACCEPTED AS THE
NW COR. SEC. 14.
2 FD. 1" I.P. WITH PLUG LS 6532 DOWN 0.8'
IN LIEU OF 1 " I.P. PLUG LS4897 PER
PM224-28-33.
N1/4 2
SEC. 14
[l)
�E
O
J
W
Q
W
J
4 J
Q
10.00, U
1A,4�
�O
�
i
SCALE 1 "=100'
j 3 FD. TAG LS 6532 SET ON CURB AT
PROLONGATION OF PARCEL SIDELINES PER
PM244/28-33.
FD. TAG LS 6532 SET ON SIDE OF CONCRETE
�J DRAINAGE DITCH IN LIEU OF 1 " I.P. TAGGED LS
6532 AT LOT COR PER PM244/28-33.
ACCEPTED AS ON THE SIDELINES OF PARCEL 10.
FD. 1 " I.P. PLUG LS 6532 FLUSH PER
PM244/28-33.
161 FD. TAG LS 6532 SET ON CURB NO REF.
ACCEPTED AS ON THE EASTERLY LINE OF
PARCEL 13.
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