cr16_0750CORNER RECORD Document Number Ag�
City of Y\ County ofCalifornia
Brief Legal Description 6�2 (e y9449_.-7 1) �,A!a yq
volz, �c,
(Include: Sec., Twp., Rge., and Meridian or Rancho) A.P.N.
Government Corner
F I
control El
N.
E.
Meander
❑
Property
Zone- NAD270 NAD830
Rancho
Other ❑
NAD83 EPOCH
Date of Survey-
AL1114,
Elev.
Vert.Datum: NGVD290 NAVD880
Meas. Units: Metric El imperial El
Corner Left as found Found and tagged ❑ Established ❑ Reestablished Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
S, c Z B ACE,,, f l�
A description of the physical condition of the monument as found and as set or reset:
SURVEYOR'S STATEMENT
This Corner Reco as prepared by me or under my direction in conformance with
the Land Sury rs' Ac -k 201-(6--.
Signed z - 1 1 14, — L. S. o,=14n92E. Number . :7
This Corner Record was received e— 2 20-/-.-E/—and examined
and filed 20-1--C.
Signed Title
County Surveyor's Comment
Page 1 of 2
[:\DGN\ CHAR TS\F OR MS.DGN 15/001
Ki
NUM
G.
S E'A L
No. 7611
:D. 12-31-16
1 (00 q;? 9
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----All (IATA Dr-l-nD 1 9, 1ICACl )pC11 DGD
w ,
yIOTAGE _ 1 ��
NOTE:
1600.00'
O INDICATES SEI' 5/8" REBAR & CAP
C3
L.S. 7627, FLUSH UNLESS OTHERWISE
{ ,®�
NOTED.
109.16
INDICATES FD. 1" I.P. & PLUG, L.S. 6500,
01 °31
NO REF. ACCEPTED AS LOT CORNERS PER \
A_
MB 131/1-9. (UNLESS OTHERWISE NOTED) '
INDICATES FD. NAIL & TAG, L.S. 6500 INlip \
DRIVEWAY, NO REF. ACCEPTED AS LOT \
�
CORNER PER MB 131/1-9.
\
SE�RCN�p ! 1
N01 s \
!
16.50 1®T
60 \
®32g \
97
\
CRS \
\
lI
w \
UP 0.1 ' 587 03'37"W
1
85.59' 3 12'
N80'02'29�E .. _
N 7g10'p3 E (R) _
SEs NAIL & TAG,
\ L.S. 7627 IN TOP
_
�� BUJ OF WALL.
N p9" E (R)
FD. NAIL & TAG,
L.S. 6500 IN TOP
"' m n OF WALL.
� cn N86'31'12"E
75.26'
51.97' S89'08'33"E
�e 21.84, "
\ N78.41'00 E
\
\
4 p9" E (R) 16.5 N0.
N 79 3 --- —
�
SET NAIL & TAG,
L.S. 7627 IN TOP
OF WALL.
CURVE TABLE
DELTA RADIUS LENGTH
C 1 02022'57" 1600.00' 66.53'
C2
01 °31
'36"
1600.00'
42.63'
C3
03°54
33
1600.00'
109.16
C4
01 °31
36
1616.50'
43.07'
I
m
UP 0.1 '\�