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Front Yard Setback
SOUTH 1 OF
TRACT 85 OF VERA
C4
0
C,41
0
0
U-1
Z
0
z
100.50 -A&I
--Fd.
Sewer line
osement,
LLj
C4
0
20'
z
TRACT
TRACT $$D$$
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n
C4
f$ $I
TRACT A
2 4121 Sq. Ft.
24,731 Sq.
Ft.
W
Yard
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C4
40'
L
SP-1 251 –00
20
a 13919 E. dells ay
uj
14015 E. Valleyway
jN
to
W Ift 1
------
0
10 utility Easement 1.69 ACRE
a
0
285.00
4� 13907 E. Valleyway
100.42
100.42
N89*52"03"W
641.34--
C4
N45*00*28*W N89#52'03"W
21-19
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14021 E. Vaft0y
E
0
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0
0
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0
z
100.50 -A&I
--Fd.
2645.39
20'
z
0
M C)
Z—
Yard
Setback
40'
L
20
0
285.00
100.42
100.42
N89*52"03"W
641.34--
low
-------------
VALLEYWAY AVENUE
N45*00*28*W N89#52'03"W
21-19
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14021 E. Vaft0y
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im
0
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0
C
E
Lj
C4
s
-a
0'
im
100.50 -A&I
--Fd.
2645.39
It 60D nail removed during
,D
co construction of Evergreen Rd.
Calculated point from recorded
SP-1034-95 – point re–set
b the County, Spike, & Bross washer
I
Filed for Record this_doy of 20G
ot_M. In Book—of Surveys on page—ot
the request of Evergreen & Volleywoy Partnership
311W
AKK*
to
00
V-
Ir-
0
<
0
W
2:
LO
0
GRAPHIC SCALE (IN FEET)
0 25 50 100
Scats 1' = 50"
0 = Set #4 r with Plastic Cap
marked L.S.8642/L.S.9967
Found Plastic Cap L.S.8642/9967
or as noted
EQUIPMENT & PROCEDURE
A Nikon DTM-1 Total Station, and a Field
Traverse were used for this Survey.
SHEET 2 OF 2