cr23_0400CORNER RECORD Agency Index CR23O188
Document Number � -3. 01400
City of COACHELLA VALLEY County of RIVERSIDE , California
Brief Legal Description PARCEL 1 AND 5 OF PARCEL MAP NO. 34848, PM 222/99-101; NE 1/4 S36, TSS, R7E, S.B.M.
CORNER TYPE COORDINATES (Optional)
N F-
X
Government Corner
Meander
Rancho
❑
Control
❑
❑
Property
❑
Other
❑
Date of Survey 02/21/2023
Elevation
Units
Metric ❑ U.S. Survey Foot
Horizontal Datum
Zone Epoch Date
_Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§ 8890-8902
PLS Act Ref.: ® 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ ® Left as found ® Established ❑ Rebuilt ❑ Pre -Construction
Monument: ❑ Found and tagged ❑ Reestablished ❑ Referenced ❑ Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
® See sheet #2 for description(s):
( FD COPPER WELL WITH TAG STAMPED "PLS 7083" FLUSH, NO REF IN LIEU OF 1' IP & PLASTIC PLUG 'LS 8136' PER ROS 146/16
® FD NAIL WITH ILLEGIBLE TAG, N73'27'04'W 0.49' OF POSITION, NOT ACCEPTED, ESTABLISHED BY INTERSECTION OF LOT 1, MB 4/53 & ROW
® SFN, CORNER LOCATED ON TOP OF SEWER MANHOLE, ESTABLISHED BY TIES PER CR 16-0827
® FD 1' IP, NO CAP, FLUSH, NO REF, IN LIEU OF 1' IP TAGGED IS 8207' PER PM 222/99-101
® FD 1' IP, NO CAP, FLUSH, NO REF, IN LIEU OF 1' IP TAGGED IS 8207' PER PM 222/99-101
® FD 5/8' REBAR, DN 1.0' PER RS 146/16
® FD NAIL & TAG WITH STAMP IS 8207' ON TOP OF WAIL, HOLD FOR THE SOUTH LINE OF PM 222/99-101, 0.49' WEST OF LOT 1, MB 4/53
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional Land Surveyors' Act on 02/23/2023
Signed P.L.S. or -R -C. -E7 No.
TUNG JU HSIEH
COUNTY SURVEYOR'S STATMENT
This Corner Record was received
8722
and examined and filed
Signed P.L.S. or -R -.&-E- No. ��CJ
Title
County Surveyor's Comment
BPELSG-2016 Page 1 of 2
No. 8488
-'XP. 12-31-24;'
Document Number �;)o-->3- oN®vv
Agency Index CR230188
APN 612-230-018
989'48'36"E 1329.95' (N89°48'00"E 1300.58) [N89"46'25"E 1329.89'] SEC 25 1 SEC 30
�j6o.00' 48TH AVE oSEC 36 SEC 31
60.00') S89'48'36"W 704.00'—(N89'49'00"E 704.49') 1O _ _
339.81' (340.39) 364.18' (364.20')
2 NE COR PAR
2&PAR 3 z
PARCEL1
..a � SEARCHED W
ESTABLISHED BY FOR, NOT FDry
RECORD ANGLE DN 0.1 m
M 00 OR
L2 00
0 z
cc
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#
FLUSH
w
RECORD
BEARING
RECORD
LENGTH
L1
N0O'11'21"W
159.86'
(N00'11'00 -W)
�
rL2
0
179.77'
(N89'49'00"E)
(179.84')
:.
PARCEL 5
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0 INDICATES FOUND MONUMENT AS NOTED
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PARCEL MAP NO. 34848
P-
o
PARCEL 2
N
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PM 222/99-101
[ ] INDICATES RECORD DATA PER RECORD OF SURVEY 146/16
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NE 1/4 NE 1/4 SECTION 36
ESTABLISHED BY
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RECORD ANGLE
N
TSS, R7E, S.B.M.
0
z
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SEE DETAIL "A"
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HEREON
5
Z
521.26' (521.76')
184.42' (184.42')
N
N89`52'06"E 705.68' (N89'52'55"E 706.12')
r4 ---
--------,
N
LOT 1
I
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MB 4/53
IM
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LINE TABLE
#
BEARING
LENGTH
RECORD
BEARING
RECORD
LENGTH
L1
N0O'11'21"W
159.86'
(N00'11'00 -W)
(159.88')
rL2
N89'48'39"E
179.77'
(N89'49'00"E)
(179.84')
1
g
PARCEL 5 1
(N89'52'55"E
tO
PARCEL MAP
GRAPHIC SCALE
®,
NO. 34848 9
® W
�
PM 222/99-101
1
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o04 04
19 'n (6 1
1
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BPELSG-2016 Page 2 of 2
N N89'52'061E 705.68' 1
706.12')1
q--4-9TH
49TH AVE
(N89'52'55"E
N �. N
GRAPHIC SCALE
( o cp_
�
® W
SCALE 1"=150'
i N o o
0 75 150 300
o04 04
19 'n (6 1
IZ
00
LEGEND
I
L-------------�
0 INDICATES FOUND MONUMENT AS NOTED
DETAIL "A"
NTS
OO INDICATES FOUND 1" IP WITH TAG STAMPED "LS 8207'
O INDICATES SET 1" IP WITH TAG STAMPED "PLS 8722", FLUSH
BASIS OF BEARINGS
() INDICATES RECORD DATA PER PARCEL MAP NO. 34848, PM 222/99-101
THE EASTERLY LINE OF PARCEL 5 AS SHOWN ON
PARCEL MAP N0. 34848 M8 222/99-101, BEING
[ ] INDICATES RECORD DATA PER RECORD OF SURVEY 146/16
N00'02'10"W
BPELSG-2016 Page 2 of 2