cr19_0379CORNER RECORD
City of LA QUINTA County of
Brief Legal Description STORMWATER CHANNEL E.C. NW 1/4 NW 1/4 SEC. 29 & NE 1/4 NE 1/4 SEC. 30, T.5S., R.7E., S.B.M.
Agency Index
CR180599
Document Number -
RIVERSIDE California
CORNER TYPE
❑ Government Corner ❑ Control
❑ Meander ❑ Property
❑ Rancho ❑X Other
N.
Elevation
COORDINATES (Optional)
E.
Units ❑ Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone _ Epoch Date
Date of Survey May 17, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d)
1-18771
❑ 8773
❑ Other:
Corner/ ❑X Left as found
Monument: ❑ Found and tagged
❑ Established
❑X Reestablished
0 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. W/PLASTIC PLUG "LS 5749", DN 01, PER P.M. 172/21-27, ACCEPTED AS INT. S -LY R/W WHITEWATER CHANNEL & N'LY
LINE NE 1/4 SEC. 30
2 -FD. COPPERWELD STAMPED "RCE 26401", FLUSH, PER M.B. 282/33-36, ACCEPTED AS NE COR. SEC. 30
3 -FD. V I.P. W/PLASTIC PLUG "LS 7159", DN 0.1', NO REFERENCE, ACCEPTED AS NW COR. PARCEL 1 P.M. 197/33-36
44D. GEAR SPIKE & WASHER STAMPED "LS 5570", FLUSH, PER P.M. 244/1-3, ACCEPTED AS EAST 1/4 COR. SEC. 30
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance
with the Professional Land Surveyors' Act orMay 9. 2019
Signed ChAr(ek H&rrw P.L.S. No. 4989
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 5//0 f ZO/ l
and examined and filed /a ! Z Zp/
Signed P.L.S. or R. No. fid/ %
Title _ ��,=
County Surveyor's Comment
BPELSG-2016 Page 1of2
W-
CHARLES R. HARR3S
No. 4889
OF GA�
No. 9017
Exp. 09-30-21 A.
Document Number 2.a\R -QZJl
(N 89'32'02" E 1465.97') R1
N 89'32'18" E 1465.74'
613.06'
(813.51') R1
B
Aaencv Index CR180599
652.fi8
(652.46') R1
SFN-SETJ w,. v ",1t
NOTHING coop n
i
P.M. 172/21 —27
coX000
LO LO
M w044�l
f5.00 ���//��a N NN NM
AV/ m
7'��li
!�7 s�. 6p6 m 0: nZ2N
-ESTAB.
�2p 20 r2 M c0 REC. DIST.
a�� Q r- io.-NG CURVE
R7 Dao 00 R3
�mOOz
z.�91,9 W
A=01'05'32" L=85.79'---"
(0=01'06'29" L=87.03') R2
L=85.79') R3
(A=01'05'32"
NM
coo')
M
M
rA ao 00
Jnr.
M
d'
\
1
1
cV
rn
CL
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY LINE
OF THE NORTHEAST 1/4 OF SEC. 30 BEING N 00.16'36" W PER
P.M. 197/33-36,
NOTES:
INDICATES FOUND MONUMENT AS NOTED ON REVERSE.
O INDICATES SET 1" I.P. W/PLASTIC PLUG "PLS 4989", FLUSH.
()R1 INDICATES RECORD DATA PER P.M. 172/21-27.
()R2 INDICATES RECORD DATA PER P.M. 197/33-36.
()R3 INDICATES RECORD DATA PER P.M. 244/1-3.
SFN INDICATES SEARCHED FOUND NOTHING.
BPELSG-2016 Page 2 of 2
NOT TO SCALE
J.N. 2131