cr18_0536CORNER RECORD Agency Index LVAU 3q
Document Number I W 1-21(p
city -of Community of Pinyon Pines County of
Brief Legal Description Parcel 67, R.S. 29/85
CORNER TYPE
Government Corner Control El
I Meander ❑ Property rXI
-------}--------
N.
Elevation
Riverside California
P.N. 636-140-025
COORDINATES (Optional)
E.
Units Metric ❑ U.S. Survey Foot El
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional nd urve ors' Acton July 6, 2018
Signed P.L.S. or R.C.E. No.
COUNTY SURVEYOR'S STATEMENT
P.L.S. 8389
This Corner Record was received
and examinZaed
Signed '�" ""P.L.S. or R -.6 -F --No.
61-1
Title �,�rs
County Surveyor's Comment
BPELSG-2016 Page 1 of
\,ANl7
5 G
LEE N. o
ARNSON
* po-%ftlZo *
J, 8389 Q
9lF 0F C
9
No, 7611
Exp. 12-31-18
Rancho
❑ Other
LJ Horizontal Datum
Zone Epoch Date
'
Date of Survey
July 2, 2018
Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
Por. of Sec. 3, T.7S.,
R.5E., S.B.M.
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.:
8765(d)
❑ 8771
118773 ❑ Other:
Corner/ a
Left as found
❑ Established
® Rebuilt ❑ Pre -Construction
Monument: ®
Found and togged
®Reestablished ❑ Referenced Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed:
❑✓ See sheet #2 for description(s):
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Professional nd urve ors' Acton July 6, 2018
Signed P.L.S. or R.C.E. No.
COUNTY SURVEYOR'S STATEMENT
P.L.S. 8389
This Corner Record was received
and examinZaed
Signed '�" ""P.L.S. or R -.6 -F --No.
61-1
Title �,�rs
County Surveyor's Comment
BPELSG-2016 Page 1 of
\,ANl7
5 G
LEE N. o
ARNSON
* po-%ftlZo *
J, 8389 Q
9lF 0F C
9
No, 7611
Exp. 12-31-18
R...... .......e_a kL___e___
In ACSantw
(- - -) DENOTES RECORD DATA PER R.S. 29/85.
FD. BOAT SPIKE, 4" DN. NO REF.
ACCEPTED AS THE N.W. COR. OF
PARCEL 67, R.S. 29%85 AND ALSO
RADIUS PT. OF CUL-DE-SAC. WIRED
P.L.S. TAG 8389 TO SPIKE.
ROAD EASEMENT
R.S. 29/8
�C '31'
g
PER
2,ro
oo S`
3
00 �o
0
co aEgo
N
ao
j
FD. 1 " I.P. (O.D.) TAGGED
�s '00.t
R.E. 9876, 2" UP AT FENCE
CORNER PER R.S. 29/85.
`1
PARCEL 67
N �o
R.S. 29/85
�a O
SET 1 11 LP, (O.D.)
O O
Q
TAGGED P.L.S.
8389, 2" UP IN
O�
ROCK MOUND, AS
SHOWN.
FD. NOTHING.
SET NOTHING.
'10, Q •�\
68 �
FD. 18" SECTION OF 3/8"
REBAR, 1 " UP. NO REF.
ACCEPTED AS THE S.W. COR. OF
PARCEL 67, R.S. 29/85.
REMOVED REBAR AND REPLACED
W/ 1 " I.P. (O.D.) TAGGED P.L.S.
8389, 2" UP IN FENCE LINE. s
74
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