cr18_0140'ty of
CORNER RECORD Agencylndex CR170672
Docu ;nt ' amber I 1 y 1
COACHELLA County of rIlVERSIDE , California
Brief Legal Description
SW 1/4 LOT 12 M.B. 4/53 PER P.M. 85/53-55, SEC. 9, T.6S., R.8E., S.B.M.
CORNER TYPE COORDINATES (Optional)
17 Government Corner M Control
ri Meander ®X Property
Rancho Other
N.
Elevation
E.
Units F7 Metric U.S. Survey Foot
Horizontal Datum
X Zone Epoch Date
Date of Survey Auqust 29, 2017 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
E] Complies with Public Resources Code §§8890-8902
PLS Act Ref.: 17X 8765(d) 8771 E] 8773 M Other:
Corner/ ❑X Left as found El Established ❑ Rebuilt 11 Pre -Construction
Monument: R Found and tagged ❑X Reestablished ❑ Referenced F1Post-Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
Fj See sheet #2 for description(s):
1 -FD. 1" I.P. W/TAG "LS 8207", FLUSH, PER CORNER RECORD 2017-0335, ACCEPTED AS WEST 1/4 COR. SEC. 9
2-17D. 1" I.P. W/TAG "LS 3638% DN 0.7', NO REFERENCE, FOUND NORTH 0.33'& EAST 0.18' FROM CALCULATED POSITION, NOT ACCEPTED
AS NORTHWEST COR. PARCEL 1 P.M. 85/53-55. SET V I.P. W/PLASTIC PLUG "PLS 4989", FLUSH AT TRUE POSITION
3 -FD. 1" I.P. W/TAG "LS 8207", FLUSH, PER CORNER RECORD 2017-0334, ACCEPTED AS SOUTHWEST COR. LOT 12 M.B. 4/53
'-FD 2"X2" HUB W/TAG "LS 6883", DN 0.1', PER R.S. 128/37-38, ACCEPTED AS SOUTHWEST COR. SEC. 9
-FD. I" I.P. W/PLASTIC PLUG "RIVCO SURV", DN 1.3', PER R.S. 143/92, ACCEPTED AS SOUTH 1/4 COR. SEC. 9
6 -FD. COPPERWELD STAMPED "LS 8207% FLUSH, PER CORNER RECORD 2016-0235, ACCEPTED AS NORTHWEST COR. SEC. 9
7 -FD. COPPERWELD STAMPED "LS 7232% FLUSH, PER R.S. 128/37-38, ACCEPTED AS NORTH 1/4 COR. SEC. 9
SURVEYOR'S STATEMENT
`ONP� LAN,
G
This Corner Record was prepared by me or under my direction in conformance witht� �G
O CHARLES R. HARRIS
the Professional Land S.urrv�e�yo�rts' A�c�t�on January 3, 2018 a �o
C�i'�GY (e �I a rim 1 No. 4989
Signed P.L.S. or i�. No. 4989
9rF OF CAL�FOQ,
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
and examinedand-filed
Signed' _ _ P.L.S. or R4 No. i
y
Title
County Surveyor's Comment f
BPELSG-2016 Page 1 o!2
Document Number
ency Index Uhl /Ub/L
5
4.N
89'59'33" E 2639.60' R2
�N
6
89'57'22" E 2639.51')} R1
j
r
N 89'57'21" E 2639.56
8
9
2658.00' 1319.78'
(1319.80') R2 52ND AVE
��
1319.78'
(1319.80') R2_
N 00'14'50" E
SFN-ESP
-co
(2658.02') R1
��
m^
(N
00'14'51' E) R1
N(3)
r,
(2658.04' R2 N 89'55'40" E 2655.41' R2
�N
'nN
�N
1
(N 00'17'00' E) R2 89°52'57" E 2655.55')) R1
cD
N
N 89'5344' E 2655.52
v
667.79' 667.79'
1319.94'
c�
(667.76') R2 (667.76')
R2N
(1319.89') R2
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SFN-ESP
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SFN-ESP
� �
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SEE DETAIL •A• n 0;
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SFN-ESTAB.
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SFN-ESP
BELOW
1�
AT INT -X
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(N 89°56'07" E 2659.35)��2 2
N 89'54'08" E 2659.53
669.77669.77'
1319.99'
(669.72') R2 (669.72')
R2
(1319.91') R2
cli
ESP Of
(NSFN-ESP
C4
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cD rv-.
-
0.33'
Mcg;
N
Ma a
N N
Op
W Co. M.
Ww
Ln
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LO
Ln Ln
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N
18'
N
N
Ln Ln
LD
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c�o� coo
• •
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w
DETAIL A LOC ao
oom
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NOT TO SCALE �� oo
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SW 1/4 LOT 12
zo
zoo
ppp
M.B. 4/53 PER
z
o o z
P.M. 85/53-55
zz
SFN-ESTAB.
SFN-ESP
AT INT -X
3
(671.69') R2 (671'}
R2
(1319.93') R2
671.74 67.681.74
1320.03
N 89'54'32" E 2663.51'
(N 89'56'34" E 2663.30') R2
o
^�
SFN-ESP
o
cpD
coo
LO C6
LOn
ri
r6(0
SFN-ESP
r�
�M
8
�
9
v
4
Q� (1351.46') R2
(1320.01) R2
r
1351.60
1320.14
S 89'45'23" E 2671.74'
17
16S
89°45'23" E 2671.72' R1
�S
89'43'11" E 2671.46'3 R2
BASIS OF BEARINGS
54TH AVE
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE
OF THE
SOUTHWEST
1/4 SEC. 9 BEING S 89'45'23" E PER R.S. 128/37-38.
NOTES:
INDICATES
FOUND MONUMENT AS NOTED ON REVERSE.
Q INDICATES
SET 1" I.P. W/TAG "PLS 4989", FLUSH.
()R1 INDICATES
RECORD DATA PER R.S. 128/37-38
()R2 INDICATES
RECORD DATA PER P.M. 85/53-55
NOT TO
SCALE
SFN INDICATES
SEARCHED FOUND NOTHING
J.N. 2405
ESP INDICATES
ESTABLISHED BY SINGLE PROPORTION PER R2
BPELSG-2016 Page 2 of 2