cr17_0076City of _II w'<\.- \11 VW �/\,_,, _ f
Brief Legal Description Ur �'—`,'r �[�O
(Include: Sec., Twp., Rge., and Meridian or Rancho)
Document Number
County ofCalifornia
VI I R S- Z tOo p
&99 " a 1,0-6
CORNER TYPE COORDINATES
/Optional)
X Government Corner 1:1N.
...'�... ,_ ❑ Control �tcnr� E.
._...._.. _. Meander X
❑ Property Zone NAD27 ❑ NAD83 ❑
Rancho ❑Other ElNAD83 EPOCH
Date of Survey T l7yll� Elev.
Vert.Datum: NGVD29❑ NAVD880
Meas.Units: Metric ❑ Imperial ❑
Corner— Left as found ❑ Found and tagged ❑ Established ❑ Reestablished W Rebuilt❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SEC l� t'-}} c�S 117G
A description of the physical condition of the monument as found and as set or reset:
�c
SURVEYOR'S STATEMENT dcJ�
This Corner Reco was prepared by me or under my direction in conformance with
the Land Sury 'A o <WLt4 :C
Signed L.S. or .E. Number -7 'k 0
COUNTY SURVEYOR'S STATEMENT a
This Corner Record was received /�Z6 20��and examined
and filed �/ 20J—Z tt J 52i: A1.. lr �i
Signed Title
County Surveyor's Comment;
Page 1 of 2
is\DGN\CHARTS\F OR MS.DGN 15/001
0 0
\n
\v+
I \�
N M8 140/49-56
O' M
z BASIS
OF BEARING P 138.70'- E=S C6 \\N
E
_ ® `n
\ \ 11
NOT FOUND
O�&
SET NAIL & TAG,
LS 7627 IN TOP —9
\ Or WA L ���/ 4 WALLZ
CURVE TABLE
NO DFI TA RADIUS LENGTH
Cl 223959" 355.50' 140.64'
C2 "
447.00'
187.37'
C
43.50
R
C4
24.50"
21,76'
C5
428.50
6. '
"
355.50
1.00'
C7 25'34'03"
318.50
142.13"
LINE TABLE
N0. BEARING DISTANCE
Li S88 -3755 -E R 3.00'
L_2
S21'10'59"E
10.0 '
544'28 35 E
R
N84'38 04 E
R
L5
N55'32'00"W
30.00
L6
Ni6'0922
R - ---
L7
N73'OS 49 E
R -----
� � L1 �
— __ 1 _SHfL3Z55 �
1
NOTHING F01
NOTHING SET
\ (PLANTER)?
\� C3 i�/
Page 2 of 2
NOTHIiJG FO
RECORDS & DISTANCES ARE PER MB
140/49-56.
INDICATES SET NAIL & TAG, L.S.
7627, FLUSH IN DRIVEWAY, UNLESS
OTHERWISE NOTED.
O INDICATES SET I" I.P. & PLUG, L.S.
7627, FLUSH.
® INDICATES F0. COPPERCLAD MONUMENTS
PER MB 140/49-56, FLUSH, NUMBERS
(LEGIBLE. ACCEPTED AS CENTERLINE
MONUMENTS PER MB 140/49-56.