cr15_0154CORNE
RECORD
Document Number
Zr_ 04
❑ Property
City of viq �
m b e 52r /
County of J � \vC R's
f f> 6: , California
Brief Legal Description 1„6 f 93 :T9, 6196 m� q —/(o. e0e NE�4 5 32� T55
5 L3 M APN: 1955 2-loo-oz-3
CORNER TYPE COORDINATES
—�1 (Optional)
i
i
i
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Government Corner
❑ Control
❑
Meander
❑ Property
Rancho
❑ Other
❑
Date of Survey
(Include: Sec., Twp., Rge. & Meridian or Rancho)
N.
E.
Zone NAD27 ❑ NAD83 ❑
NAD83 EPOCH
Elev.
Vert. Datum: NGVD 29 ❑ NAVD88 ❑
Meas. Units Metric ❑ Imperial ❑
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished [4 Reb uilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
A description of the physical condition of the monument as found and as set or reset:
SLZE !3>g�
SURVEYOR'S STATEMENT �h,
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on 2 6 1 3
1
Signed L.S. eE. Number
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 2 n %Z and examined
and filed`/
Signed - Deputy County Surveyor n= '�' _•
g '
No. 761'i �
County Surveyor's Comment Fxp. 92 39 1
THE FILING OF THIS CORNER RECORD
ES NOT I EVE TRE - ME YOR
FRONT ANY RESPONSIBI iiY OF THE
FILING OF A RECORD OF SURVEY
Page 1 of 2 jgo83 y
Rev B (2/05)
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c6, p� 23' pj�1�GG S�
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33' Z
Wn-in,
NO. DELTA
Cl
14'2527"
600.00'
151.05'
C2
05'29'39"
600.00
57.54
C3
04'35'43"
600.00'
48.12
C4
06'21'56"
600.00'
66.66
C5
42 °5745"
150.00'
112.48'
C6
30 °52'45"
600.00'
323.37'
�Z 2 i 2.01' 2h 1 g1 \
\ Vol #
g�' \
\\ CRC
NOTE. ALL BEARINGS & DISTANCES
ARE RECORD & MEASURED OR CALC'D /
PER M° 881 V
L p0
O INDICATES SET 314" 1.P. & PLUG e c, P, #
L. S. 4075 FLUSH.
INDICATES FD. 314" I.P. & PLUG /
® RCE 24176 IN LIEU OF PLUG LS \s
4075 PER CR# 14_ 0712 _
® INDICATES FD. 314" I.P. & PLUG
R.C.E.24176, DN. _0.1' PER CR
94 -191 & 98 -336
THERE ARE NO CENTERLINE MONUMENTS.
BASIS OF BEARINGS IS THE
SOUTH LINE OF LOT 24 PER
CR'S 94 -1911, 98 -336 &
MB 88115 -16
o � 1p �p0 \\ r
RADIUS LENGTH \ o °- �Rl
Page 2 of 2
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