cr16_0045Brief Legal Description 6 -)6A- 9, WW" IV-It
Document Number rr1i
County of X6;- tC1/_�:-�'!�-Q California
ttnclude: Sec., Twp., Rge., and Meridian or Rancho)
A.P.N. JVS- • 30 'c?t l
CORNER TYPE COORDINATES
toptlonall
N.
Government Corner ❑ Control ❑ E
Meander ❑ Property Q Zone NAD27❑ NAD831
Rancho , r { Other ❑ NAD83 EPOCH
Date of Survey l_/ 1 Elev.
Vert.Datum: NGVD290 NAVD88❑
M eas.Un i ts: M ❑ Imperial ❑
Corner — Left as found X Found and tagged ❑ Established ❑ Reestablished K Rebuilt ❑
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:
.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on L 20�.
Signed L.S. or .Number 1- F 7 C �
1
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received /, / 20��and examined
yi
and filed -7 ' 20
D
Signed Title
t�
County Surveyor's Comment
D e. CF C
No. 7611
(D. 122-31-16 *
ems '"
Page 1 of 2 .°
3
k \DGN \ CHART S\FORMS.DGN 15/00)
m
FD. 2X2 &. TAG, ILLEGIBLE,
AT SURFACE W14 X -TIES,
ACCEPTED AS SEC, COR,
Ct 9ATU AVrMli ' PER PM 79192, ,
,.— S8lR4' 2530.62' 2530
! 1
1320.14' 132.11'M — y ` - 1210.48' 1210.45'M
F0. NAIL. @ SURFACE W14 X- TIES,
ACCEPTED AS NW COR LOT 2. PER
PM 79/92.
Vol pM
1
R o
L O
C]
8\ 9
?7d 6
O
FD. SPIKE 0 SURF)
NO REF. ACCEPTED
AS NE COR. LOT 8
PER PM 79192. —
lrS89'5738 "E 1320.06'M 132 1 S8957'38 "E 1241.4 I'M 1241.45'
Q - INDICATES SET 314" I.P. & PLUG
LS 4075 FLUSH.
BASIS OF BEARINGS IS THE
CENTERLINE OF 54TH AVE. AS
N89'24'00 "E PER PM 79192
30'
�k a Md
0
Q[
i I e,.1
FD. 2X2 & TAG, RIV CO
SURV" FLUSH, ACCEPTED
AS SE COR. LOT 8 PER
PM 79/92.
1242,J8 'M
PM 79/
PROCEDURE:
USED SINGLE PROPORTION
TO ESTABLISH RJ ESTABLISHED
® BY INTERSECTION OF LINES
BETWEEN 1 -3 AND 2 -4. SET EAST
PARCEL CORNERS BY MEASURED
DISTANCES AS NOTED.
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Page 2 of 2
a �u
1211.4 I'M
F0. I" I.P. & TAG, RCE 26662,
o
DN. 0.4" NO REF. ACCEPTED
°
Ica
589
2592.46'M 2592.55'
1320.08'M 1320.13'
!- 12i
pm 79/g
z
O
DISTANCES ARE
RECORD PER PM 791,92
LO
Lo
AS MEASURED (M)
O
"cz)
m
P�
N LOT 8
n
e a
PM 79192
Q - INDICATES SET 314" I.P. & PLUG
LS 4075 FLUSH.
BASIS OF BEARINGS IS THE
CENTERLINE OF 54TH AVE. AS
N89'24'00 "E PER PM 79192
30'
�k a Md
0
Q[
i I e,.1
FD. 2X2 & TAG, RIV CO
SURV" FLUSH, ACCEPTED
AS SE COR. LOT 8 PER
PM 79/92.
1242,J8 'M
PM 79/
PROCEDURE:
USED SINGLE PROPORTION
TO ESTABLISH RJ ESTABLISHED
® BY INTERSECTION OF LINES
BETWEEN 1 -3 AND 2 -4. SET EAST
PARCEL CORNERS BY MEASURED
DISTANCES AS NOTED.
o_
tv
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on
rri
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ca
rn
CA
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0
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Page 2 of 2
a �u
u]
Q)
F0. I" I.P. & TAG, RCE 26662,
o
DN. 0.4" NO REF. ACCEPTED
°
AS SW COR. LOT 7 PER PM 79192
589
2592.46'M 2592.55'
1320.08'M 1320.13'
!- 12i
pm 79/g
NOTE. • ALL BEARINGS &
DISTANCES ARE
RECORD PER PM 791,92
UNLESS NOTED
AS MEASURED (M)
Q - INDICATES SET 314" I.P. & PLUG
LS 4075 FLUSH.
BASIS OF BEARINGS IS THE
CENTERLINE OF 54TH AVE. AS
N89'24'00 "E PER PM 79192
30'
�k a Md
0
Q[
i I e,.1
FD. 2X2 & TAG, RIV CO
SURV" FLUSH, ACCEPTED
AS SE COR. LOT 8 PER
PM 79/92.
1242,J8 'M
PM 79/
PROCEDURE:
USED SINGLE PROPORTION
TO ESTABLISH RJ ESTABLISHED
® BY INTERSECTION OF LINES
BETWEEN 1 -3 AND 2 -4. SET EAST
PARCEL CORNERS BY MEASURED
DISTANCES AS NOTED.
o_
tv
N
on
rri
N
rn
ca
rn
CA
I
0
I I
Page 2 of 2