cr16_0125•�\I
Document Number __/ k2 '
City of LAKE ELSINORE County of RIVERSIDE California
Brief Legal Description THE CENTERLINE P.I. OF MARSHALL AVENUE +/ -930' SOUTHWESTERLY OF
GUNDER AVENUE PROJECTED IN SEC. 35, T. 5 S., R. 5 W., S.B.B.M.
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CORNER
Government corner
Meander
Rancho
Date of Survey 7 20
TYPE COORDINATES (OPTIONAL)
N.
El Control ■ E.
Zone NAQ27 ❑ NA083 ❑
❑ Property ❑ NAQ83 Epoch
❑ Other ❑ Vert, tlaium: NGVQ29 El NAVQ88 El
15 Mews. Units: Metric ❑ Imperial ❑
Cornet- Left os found ❑ Found and
tagged ■ Estabiished ❑ Reestablished ❑ Rebuilt ❑
identification and type of corner found: Evidence
LEGEND
used to identify or procedure used to establish or reestablish the corner:
® FOUND MONUMENT AS NOTED
Q SET TIE AS NOTED
A description of the physical condition of the monument as found and as set or reset -
FOUND MONUMENT AS NOTED. RESET MONUMENT IN THE SURFACE OF NEW CONSTRUCTION PER SECTION
8771(B) OF THE PLS ACT
THESE TIES ARE FOR THE PURPOSE OF PERPETUATING THE FOUND MONUMENTATION. NO CLAIM IS MADE AS TO
THE RELATIONSHIP OF THE POINTS OR LINES SHOWN HEREON TO TRUE BOUNDARY LOCATIONS.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on 11 /6/15
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Signed "`�""" c P.L.S. o Number 7564
COUNTY SURVEYOR'S STATEMENT`
This Corner Record was received /. — /f /.5
and exomined nd fi d -,2 —14
Sigre 4a P.L.S. or R.N. Number 74-
Title ��'� Ts/ yi ✓�./6
County Surveyor's Comment
on
7564
CAL
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t
Page 9 of 2 150927
Document Number
LEGEN®
FOUND 1" IRON PIPE' NO
TAG, ACCEPTED AS CENTERLINE ANGLE POINT PER
R,S.S. 96/2_6 -27,
O DOWN 0.80' IN ASPHALT.
SET DURANAIL & WASHER
STAMPED IS 7564" IN
CONCRETE AT
SURFACE.
�2 FOUND DURANAIL & WASHER
STAMPED "PLS 7564 ",
PER CORNER RECORD #14
-0199, FLUSH.
O SET CNAIL & BRASS TAG
STAMPED "LS7564 TIE" IN
TOP OF ASPHALT BERM.
( ) RECORD DATA PER R.S.B.
96/26 --27.
2
P�
—
3
O
27.82'
O
i
NO SCALE
NOTE: TIES ARE NOT TANGENT UNLESS
DESIGNATED BY A T/0 SYM80L. ALL TIES NOT SO SHOWN ARE SWING TIES.
15CCE01 - WOR - CR28
rage / ar c