HomeMy WebLinkAbout007pg01ASSESSOR’S MAP
CONTRA COSTA COUNTY,CALIF.
BOOK PAGE7
10
02
19
P.B.
57
P.B.
75
P.B.
78
P.B.
2-
3-
1"=800’
PURPOSES ONLY. NO LIABILITY IS ASSUMED
FOR THE ACCURACY OF THE INFORMATION
NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT
DELINEATED HEREON. ASSESSOR’S PARCELS
MAY NOT COMPLY WITH LOCAL LOT SPLIT
OR BUILDING SITE ORDINANCES.
N87^20’32"W
402.97
29.57
N38^16’12"E64.01
30.82
1
4
6
.
4
1R=230N4^35’56"W56.94
20.43N76^32’58"E
N39^38’29"E 28.44
70.41N21^24’34"E 601.8751.06
N6^41’37"E
4-7/6/05
1
010
N1^3’3"E
N13^44’2"EN44
^
7
’
3
4
"
W
1-
FM 40/8
10/26/12
SEC 19&20 T1N R2E MDBM
21PM22
POR 79PM18
135PM45
194PM1
NCH
H
A
R
R
I
S
R
A
RD
966.47(T)
19
010
40
25
27
39
37
30
06
12 13
14 15
41
320.28Ac
10.73Ac.
10.82Ac.
"A""B"
"C""D"
40.5Ac.
6.375
C
H
A
D
B
O
U
R
N
E
ROAD
D
E
E
R
2 2
2
2
11
1 12
3
3
3
319
"A"
"B"
AP
P
R
O
X
I
M
A
T
E
LO
C
A
T
I
O
N491.69N56^00’55"W24
1
.
2
4
N
4
3
^
3
0
’
0
7
"
W223.41S32^41’46"W1280.361756.201218.99N31^06’21"EN31^06’21"E568.20S71^10’25"W49
8
.
6
1417.34N14^58’48"E220.22N25^25’51"E59
8
.
0
4
N
4
9
^
1
9
’
3
5
"
W
5247 1275658.97
828.57
N8^41’E
N89^15’19"W
489.48588.90N9^6’17"E569.19N0^37’58"EN89^15’W
639.20639.20639.20640.72733.91576.78
640.06739.40
N89^15’W
134016.520
5711.04 639.21722.43582.96
TO BK 57
400300.70S60^59
’41
"E650S60^24’54"E1
4
0
0 417
.
0
7
R=995
619.93
8.62
60’
38
36
701.19
N89^15’W
485.27N63^26
’
5
9
"
E
30.01 N14^13’38"E
60.89
N33^33’16"E
81.90
94.08 1419.87505.71947.5R=1042
158.83
"A"
"B"
"C"SCEN
IC
44
4
4
R=598
286.73
N6^11’4"E
N36^2’11"E
N39^21’5"E N1^4’50"W34.511Ac
8.50Ac
8.44Ac
20.388Ac
R=958
53.78
4
BALFOUR RD
1269.0
Ac
21.069Ac
EASE
36
5
6
.
9
1N63
^
5
5
’
4
2
"W
1827.1
7
N77^15
’
5
6
"
WN20^33’1"EN37^5’32"ETO BK 57
(55.56Ac)
(1.92Ac)
(73.26Ac)
(74.68Ac)
506.91Ac
203.52Ac
"POR OF B"
20
24
13 18 N65
^
0
5
’
4
4
"W
2
8
5
2
.5
6
9/21/88
7/26/79
3/24/72
20.0Ac
20.0Ac
40’
FROM BK 57 PG 6
TO BK 57
75’
P
G
&
E
R
/WN6
2
^
2
7
’
5
7
"W
10
9
0
.
0
0
746.71458.21S57^57’35"ER=2
0
4
6
519.
8
0
496.
2
5
R=1
9
5
6
N77^0’
0
8
"
W
766.50739.
48N6
2
^
2
7
’
5
7
"
E
VA
L
L
E
Y
ROAD
28
7
.
4
3
N66
^
1
9
’
1
4
"
W
92.1541
236.44 R
=
6
8
2
L=
5
5
2
.
5
0L=530.67R=920