HomeMy WebLinkAbout217pg03ASSESSOR'S MAP
CONTRA COSTA COUNTY,CALIF.
BOOK PAGE217 3
3
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SYCAMORE CRK
DRAINAGE EASE.
W. bank S
ycamore Creek
M
O
ST
E
LY.
C
O
R.
2118
O
R
274
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SYCAMORE CRK "A"
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"B"
"A"
PCL "B"
S
E
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A
CK &STORM
D
R
A
IN.
25' BLDING.
POR
PCL "A"
CTR. SEC. 35
PV
T.
A
C
C
ESS
&
U
TI
LI
TY
EA
SE.
FM. 207-29 9/67
030
04
48
48
19
030
215
P.B.
POR. SEC. 35, T. 1S., R. 1W., M.D.B.M.
15P.M.51-
147PM452-7-19-90
A-1996 ROLL POR TR7443 MB 382-1
3-168PM23 12-12-95
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SS
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TR. 7443
8-18-97
M.B.394-49
16
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20
36
30
12
13
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22
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24
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26
27
35
34
5
0
R
=1936 17
8.
6
3
5
7
92.
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116
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=2031.
71
24
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35.35
R
=183
40.36
R
=240
10
5.
0
8
R=20
31.42
57'
8
6.
4
8
44.98
2
4
.5
6
R
=240
N
6
0°
4'
2
2"
W
N
6
0°
4'
2
2"
W
R
=
2
0
3
5
.
1
6
6'113
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12
2
116
10
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8
6.
3
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8
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31.42
R=20
13
4
13
4
12
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2
10
6.
3
2
105.0
8
810
5
N2
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5
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8
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N2
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5
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8
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N
6
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4'
2
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W N
6
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4'
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10
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R
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2
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5.9412
4
4
7
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7
R=2033.54
113.
7
5
4
5
'
13.
19114
.89
N75°56'37"W
N
6
0°
4'
2
2"
W
N83°37'32"E
14
6
R
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0
0
R
=15
5 10
3
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6
178.45
2
8
7
9
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4
6
8
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5
1
1
2
9.
0
8
N75°37'13"E
N
1
4
°
2
3'
4
7
"
W
N
1
4
°
2
3'
4
7
"
W
45'
9
3
2
0
4
.
0
3
N
1
4
°
2
3'
4
7
"
E
R=3535.29
R
=4
0
16
6
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1
12
0
137.99
7
3
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3
N
7
4
°
2
3'4
7
"W N77°26'39"E
N2
3
°
2
7
'2
3
"E
N76°49'E
N
1
4
°
3
7'
1
1
"
W
N9°47'30"E
N14°57'1"W
N78°0'28"E
49.32
23.73
15.34
N19°7'22"W
25.25
130.85
2
4
5
6
.
1
9
S
7
3
°
1
7'E
N18
°
5
3
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5
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4
5
.
0
6
2
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8
112
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0
9
3
.754.35
62.
10
66.15
N84°43'E
S
66°
11'
E
S30°29'E
63.1
16
1.6
71.1
95.58
7
4
.4
3
N87°04'E
N2
4
°
3
1'E
N44°45'E118.367
6.
0
2
147 29.81N78°15
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5
0
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6
4
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7
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4
4.
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8
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S
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8
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S6
1°
15'
E
199.4
2
5
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2
12
1
13
0
2
6
2.
8
4
4
5.
18
N
6
0°
0
3'
5
3"
W
N
2
8°
3
8'
5
5"
E
N
68
°
4
3'
2
2"W
N
6
1°
15'
W
N2
2
°
0
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13
4
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5
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R
=450
R
=495
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R=155
103.46
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0
4
5
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105.0
10
5
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4
9
1
S
N2
9°5
5
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8
"E
N2
9°5
6'0
7
"E
S6
0°
0
3'
3
3"
E
S6
1°
15'
E
S6
0°
0
4'
2
2"
E
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9°
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9
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8
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9
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10
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5
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9
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=2064
357.
25
(
356.
12)
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S
2
9
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5
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8
"W
8
.3
5
S
2
9°55
'3
8
"W
25' Acc E
AS
E
TI
E
1"=100'
PURPOSES ONLY. NO LIABILITY IS ASSUMED
FOR THE ACCURACY OF THE INFORMATION
NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT
DELINEATED HEREON. ASSESSOR'S PARCELS
OR BUILDING SITE ORDINANCES.
MAY NOT COMPLY WITH LOCAL LOT SPLIT
2
5DRAIN. EASE.
FROM PG 48
12/18/23
LO
T
LI
N
E
R
EM
O
V
ED
LLA
2
0
0
0-
0
4
68.6
5
8
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9
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°
5
9
'17
"
E
261.7
R
=40
(.224Ac)
.576Ac
.339Ac
.254Ac
.241Ac
.359Ac
.316Ac
.323Ac
.265Ac
.298Ac
.294Ac
.241Ac
.226Ac
.276Ac
1.146Ac
.437Ac
.642Ac
.56Ac
.72Ac
2.283Ac
.241Ac
14
5.
0
1
16
8
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2
2
0
4
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1
168.82
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38
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2
9
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6
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7
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4-221P.M.27 12-7-23
12-18-70
4
4
4
4
"A"
"B"48.88N44°1'11"W
N82°25'38"W
N
6
0°
4'
2
2"
W
9
5.
5
9
N29°5
5
'3
8
"E
17
1.7
9
13
9.7
0
N2
6
°2
8
'2
2
"E
N58°18'22"E N84°6'38"W
17.50
N86°55'38"W
N
3 6 °3 2'2 2 "E
23.2
4 8.1
12.01
14
6.
7
3
17
1.
7
3
39
40
221
PM27
P
VT. ACCE
S
S
& UTILITY E
AS
E
.
ASSESSOR’S MAP
CONTRA COSTA COUNTY,CALIF.
BOOK PAGE217 3
3
1
3
3
2
12
3
2
3
2
SYCAMORE CRK
DRAINAGE EASE.W. bank Sycamore Creek.81Ac.
1.146Ac.
M
O
S
T
E
L
Y
.
C
O
R
.
21
1
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2
7
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c
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M
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"A"
2.283Ac.
.339Ac.
.265Ac.
.323Ac.
.294Ac.
.298Ac.DRMATTOSCT
WOODSIDEWOODSIDE
CT
.276Ac.
.226Ac.
.241Ac.
.241Ac.
.241Ac.
.254Ac.
.316Ac.
.359Ac.
.84Ac.
"A"
"B"
"A"
2.71Ac.
.642Ac.
PCL "B"
SET
B
A
C
K
&STORM
DR
A
I
N
.
25’ BLD
I
N
G
.
.72Ac.
POR
PCL "A"
CTR. SEC. 35
P
V
T
.
A
C
C
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
.
FM. 207-29 9/67
030
04
48
48
19
030
215
P.B.
POR. SEC. 35, T. 1S., R. 1W., M.D.B.M.
15P.M.51--12-18-70
147PM452-7-19-90
A-1996 ROLL POR TR7443 MB 382-1
3-168PM23 12-12-95
1
2
3
4
5
6
7
8
9
10
11
12
13
14SSE
TR. 7443
8-18-97
M.B.394-49
16
17
18
19
20
36
30
12
13 04
09
32
31
22
23
24
25
26
27
35
3450R=
1
9
3
6
17
8
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6
35792.
6
6
116R
=
2
0
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7
1
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05
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R=20
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57
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49.32
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2
)N29^55’38"ES29^55’38"W8.35S29^55’38"W25’ Acc EASETI
E
1"=100’
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.
2
5
U-17
.576 Ac.D
R
A
I
N
.
E
A
S
E
.
FROM PG 48
36
01/04/10
L
O
T
L
I
N
E
R
EM
O
V
E
D
L
LA
2
0
0
0
-
0
468.6581.99N13^59’17"E261.7(.224 Ac.)