cr16_0873City of Q U-A-Wl \_j,f14-u"l/y __gy�pp
Brief Legal Description (� t_1�Jt=k.
(Include: Sec., Twp., Rge., and Meridian or Rancho)
Document Number /(; -®8%
County of �V.7ck, California
w\ 1 \,n nn L• tMA .7,1 /1i1)
A.P.N. (v:z% � '%/'"O1 S
CORNER TYPE COORDINATES
Government Corner N.
❑ Control ❑ E
Zo____. _. Meander ❑ Property R Zone NAD270 NAD830
I Rancho ❑, Other ❑ NAD83 EPOCH
Date of Survey 7/9 -2 Z/G Elev.
x Vert.Datum: NGVD29❑ NAVD88❑
rt� Meas.Units: Metric El Imperial El
rv1
Corner — Left as found 1X Found and tagged �q1 Established ❑ Reestablished IN Rebuilt ❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
SL -71--r &4Lks /n,�
A description of the physical condition of the monument as found and as set or reset:
� c 13 AJ6 � N
�Np,L LAID
SURVEYOR'S STATEMENT
This Corner/Recowas prepared by me �o7r under my direction in conformance with Q�p1,,the Land Surct ' - / 20�. '9Q 7627
Signed L.S. o+-.13:€t"'Number 2611p,
COUNTY SURVEYOR'S STATEMENT LANd�
This Corner Record was received 11-3 20Z-4 and examined ��V�G.44
and file20 L,L=. SE -AL N G
_"' iVo.7611
i
Signed Title u�' s Exp 12"31'Ifi / q
County Surveyor's Comment����
Page 1 of 2
I:\DGN\CHARTS\FORMS.DGN 15/001
CURVE TABLE
Nn. DFITA RADIUS LENGTH
FO. BRASS CAP STAMPED
L.S. 4152, FLUSH, NO REF.
ACCEPTED AS CENTERLINE /
INTERSECTION MON. PER
NOTE: BEARING & DISTANCES ARE RECORD &
MEASURED PER MB 21/50-54.
( ) RECORDED DISTANCE PER MB 21/50-54.
O INDICATES SET 1" I.P. & PLUG, L.S. 7627,
FLUSH, UNLESS OTHERWISE NOTED.
p INDICATES SET LEAD, TACK & TAG, L.S. 7627,
FLUSH IN SIDEWALK, UNLESS OTHERWISE NOTED.
0 INDICATES FD. SPIKE_ IN PIPE, NO TAG, ON. 0.5'
ACCEPTED AS CENTERLINE PER MB 21/50-54,
UNLESS OTHERWISE NOTED.
® INDICATES FD. GEAR SPIKE & WASHER, L.S. 8756,
FLUSH, NO REF. ACCEPTED AS CENTERLINE INTERSECTION
PER MB 21/50-54, UNLESS OTHERWISE NOTED.
MB 21/50-54.
EL PASE®
S89'44'35"W
/
S63
/ F
SET LEAD, TACK
& TAG, L.S. 7627,
/ IN TOP OF WALL.
/ 1
/ Vol 1
+� �9 STREET
NOTHING FD.
NOTHING S�
201.96' I
0
I
LOT 1, BLK. U
MB 21/50-54 oz
0
w
N
b
V
N
LOT 2, BLK. U o
�^ MB 21/50-54 0
Page 2 a9 2
�o 2 U
0'
F0. 1" I.P. NO TAG,
ON 0.1' SET TAG, L.S. 7627
ACCEPTED AS COMMON CORN
LOTS 1, $ 9, & 10 PER MB
21/50-54.�
SE 5/8"REBARCAP,
STAMPED L.S. 762.7,
Fn
--
102.96'
20.00'
19.75"
HC56'34"35"
05'45 DO
470.00
47.17'33'25'25'
500. 0
291.68
FO. BRASS CAP STAMPED
L.S. 4152, FLUSH, NO REF.
ACCEPTED AS CENTERLINE /
INTERSECTION MON. PER
NOTE: BEARING & DISTANCES ARE RECORD &
MEASURED PER MB 21/50-54.
( ) RECORDED DISTANCE PER MB 21/50-54.
O INDICATES SET 1" I.P. & PLUG, L.S. 7627,
FLUSH, UNLESS OTHERWISE NOTED.
p INDICATES SET LEAD, TACK & TAG, L.S. 7627,
FLUSH IN SIDEWALK, UNLESS OTHERWISE NOTED.
0 INDICATES FD. SPIKE_ IN PIPE, NO TAG, ON. 0.5'
ACCEPTED AS CENTERLINE PER MB 21/50-54,
UNLESS OTHERWISE NOTED.
® INDICATES FD. GEAR SPIKE & WASHER, L.S. 8756,
FLUSH, NO REF. ACCEPTED AS CENTERLINE INTERSECTION
PER MB 21/50-54, UNLESS OTHERWISE NOTED.
MB 21/50-54.
EL PASE®
S89'44'35"W
/
S63
/ F
SET LEAD, TACK
& TAG, L.S. 7627,
/ IN TOP OF WALL.
/ 1
/ Vol 1
+� �9 STREET
NOTHING FD.
NOTHING S�
201.96' I
0
I
LOT 1, BLK. U
MB 21/50-54 oz
0
w
N
b
V
N
LOT 2, BLK. U o
�^ MB 21/50-54 0
Page 2 a9 2
�o 2 U
0'
F0. 1" I.P. NO TAG,
ON 0.1' SET TAG, L.S. 7627
ACCEPTED AS COMMON CORN
LOTS 1, $ 9, & 10 PER MB
21/50-54.�
SE 5/8"REBARCAP,
STAMPED L.S. 762.7,
Fn
--
102.96'
iw
I .
629.96'
_
S89.44'35"W 732.92'
BASIS OF BEARINGS
PER MB 21/50-54