pe1504f06*52120#1
R - 6731.56
T - 404.19
L - 807.40
L - 11*48130*
R - 2874.80
T - 297.29
L - 592.48
R
rr.
4
R
L
M
L-
4IQ6 06 - 7
R
1442.00
mgr
155.12
"Du
309.04
BASIS OF BEARING
57*15#36"
SURVEYORS
CERTIFICATE
T -
S 76*10t4l"E along the centerline of Interstate 90
C6
L -
954.40
Z�s
The bearing of
n -
11*17005%
A -
6684.56
as per Washington State Department of Transportation contract
660.42
L -
1316.56
plans for Sullivan Road Interchange (Federal Aid Project I IR-90-
F( UND BRASS CAP WITH X AS PER R-O.S, RECORDED
14 BOOK 22, PAGE 22 OF SURVEYS
b n -
101*301470
6(124)) was used as the basis of bearing for this plat.
A -
This map
correctly n s
a survey made by me or under my
48.97
1. X on.top' of square metal brid fence post.
S 46 2014 22.66
direction
in conformance wi--h
the requirements of the Spokane
3. Nail in curb joint.
L S 33*40'E 30.24
inance
county subdivision ord.
10
AMC=
1 o t' a r e-as
nal), top Of wingwall, SO corner
LOT BLOCK AREA
�
Iage crossing Spokane River.
82.56 ACRES
Datum
2 ACRES
2 art "ACRES
2 2 '12. CRES
A Nikon DW-1 total station and a
'Ehi
one second Jena Theodolite with
Mac SON, was used for this survey
E P.E." & L.S. 19967
P beer Land Surveyor
e
s s I o ;i4 n and
FOUND BRASS.CAP IN 5 INCH
2 \ A
SQUARE CONC. BLOCK
so
I ks
I to
RPs per survey in book 41, poge
84 ot'
o c,
00
� 1 ' ' '56
-
0 I n M
-- I %
surveys, Spokane County
k. '00
r,684 0
MIN
It
-
06*52120#1
R - 6731.56
T - 404.19
L - 807.40
L - 11*48130*
R - 2874.80
T - 297.29
L - 592.48
R
rr.
4
R
L
M
curve V,
S
J\
71*06135"
R 40.00
T 28.59
L 49.64
fi
am
u-
R - 1500.00 R
T - 703.08
L - 1314 .94 L
L-
4IQ6 06 - 7
R
1442.00
mgr
155.12
"Du
309.04
57*15#36"
Rio
955.00
T -
521.33
C6
L -
954.40
Z�s
n -
11*17005%
A -
6684.56
T -
660.42
L -
1316.56
F( UND BRASS CAP WITH X AS PER R-O.S, RECORDED
14 BOOK 22, PAGE 22 OF SURVEYS
b n -
101*301470
Reference Points
A -
40.00
11 12
T -
48.97
1. X on.top' of square metal brid fence post.
S 46 2014 22.66
on.top of square post.
N 34 35'W, 28.89
3. Nail in curb joint.
L S 33*40'E 30.24
AMC=
1 o t' a r e-as
nal), top Of wingwall, SO corner
LOT BLOCK AREA
�
Iage crossing Spokane River.
82.56 ACRES
Datum
2 ACRES
2 art "ACRES
2 2 '12. CRES
A Nikon DW-1 total station and a
one second Jena Theodolite with
Mac SON, was used for this survey
curve V,
S
J\
71*06135"
R 40.00
T 28.59
L 49.64
fi
am
u-
R - 1500.00 R
T - 703.08
L - 1314 .94 L
zk
n - 9* 28138*
R - 964.95
T - 79.99
L - 159.61
0
z 0
�\eo
LEGEND
Isla On Set 1/2' racer, cap
or as noted.
Point found, as noted.
1
Subdivision boundary
0 0
FOUND 1/2 INCH PIN INSIDE XO
Reforiance Points:
1. Concrete nail in curb
a 84#2 50.24
2. Concrete nail in curb mas
S 49* N 36.25
3. Concrete mail in curb saw
N48*W 31.34
2 00 01D
SCALE IN FEET
.200 0 200.
sN EEr Oi"""'
L-
12*16#45"
R
1442.00
T
155.12
L
309.04
zk
n - 9* 28138*
R - 964.95
T - 79.99
L - 159.61
0
z 0
�\eo
LEGEND
Isla On Set 1/2' racer, cap
or as noted.
Point found, as noted.
1
Subdivision boundary
0 0
FOUND 1/2 INCH PIN INSIDE XO
Reforiance Points:
1. Concrete nail in curb
a 84#2 50.24
2. Concrete nail in curb mas
S 49* N 36.25
3. Concrete mail in curb saw
N48*W 31.34
2 00 01D
SCALE IN FEET
.200 0 200.
sN EEr Oi"""'