sp-1075lN
GRAPHIC SCALE
50 0 25 50
0 FND AS NOTED:
[ CURVE
C1
C2
II 14 1,VV,11111,vv111
Spokane, WA 99204
( IN FEET )
inch = 50 ft.
LEGEND
100
SET 1/2" REBAR W/YPC STAMPED " MOORE
18091" (UNLESS OTHERWISE NOTED)
–PER SHORT PLAT NO. 784-92 FILED IN BOOK
10 OF SHORT PLATS, PAGE 35 BY WILLARD
BOATWRIGHT, FEB. 1994.
– PER FINAL PLAT OF WINDY ADDITION
RECORDED IN BOOK 13 OF PLATS, PAGE 92
BY GERALD MASGAI, MARCH 1978.
– PER SHORT PLAT NO. 845-93 FILED IN BOOK
10 OF SHORT PLATS, PAGE 9 BY LAWRENCE
DUNSMORE, DECEMBER, 1993.
–PER FINAL PLAT OF HUBBARD ADDITION
RECORDED IN BOOK 2 OF PLATS, PAGE 65
ARTHUR BENTZ, 1953
..X_XXX STREET ADORES
TBACK
( ) –MEASUREMENT A NG OR TO DRIVEWAY
EASEMENT
1-1-1/
FND. 1 1/2" PIPE W/PIN
& RP'S PER SHORT
PLAT NO. 845-93
FILED IN BOOK 10
OF SHORT PLATS
PAGE 9
CJRVE INFORMATION
INLAND
IC PACIFIC
ENGINEERING
707 West 7th • Suite 200 (509) 458-6840
FAX; (509) 458-6844
1 III 1' 1'1'1 IV. " 1. IIII 11111111111.111H1111111111,11,11,111111,111111111111111111111111,111,111111111111111111111V1
1,747.50'
SPRAGUE AVENUE
RADIUS • 1 LENGTH I TANGENT I CHORD
30.00' 46.85' 29.72' 42.23'
30.28' 42.62'
FND. 1/2" REB.
S •
t
tt
r
P
N88'42'26"
36.82'
(37.00' D)
DELTA
8928'17"
90'31'43"
0)
0
FND. 3/4" I.P., HELD FOR N–S
PROP. LINE ONLY.
. BEARS S0007 0,14'
FROM CALC R/W INTX.
6.82'
T
1 62.40'
389°36'30" T 3 —
(92 [ ;
I t;
TANGENT TABLE
1 LINE 1 DIRECTION DISTANCE 1
T1 NO0'07' ')5" E 2.00'
1 T2 NO0'08' 13" w 2.00'
1 T3 NOO"Oft i 3" w 7.50'
T4 N89'5 i - 17" E 15.00'
T5 S89 o 24.72'
T6 S89 ')0" E 25.28'
FND. 1/2" I.P.
r
3
N89'38'46" W
(BASIS OF BEARING)
S89°36'30" E
126.21'
FND. 1/2 I.P. , HELD FOR
PROP. LINE ONLY. E
1f t_ .. BEARS 50008'13"E, 0.
FROM CALC. R/W INTX.
8' FUTURE
AQUISITDIA
AREA
—2 ADDITIONAL.
12700'
N89'38 46 W
127.01' (127.00' D)
127.15'
Vv1DE
DRIVEWAY
EASEMENT
III II I 11111 I I I II II I III
END. 1/2" REB.
NOC/0('13'W
30,00'
ti
2,655.16'
(2,655.27' B)
C)
FND. 1/2" REB W/YPC "10944,
S19'38'18" E, 0.16' FROM CALC.
INTX. NOTHING NEW SET
en P-
780.51'
SHEET 2 OF 2
I I I
Filed for record this ___ _ day of
19___, at ____M. in Book of Plats at page
at the request of
Deputy
BASIS OF BEARINGS
THE BEARING OF N.8938'46" W. ALONG THE SOUTH
LINE OF THE SE 1/4 OF SECTION 18, AS SHOWN
ON THE FINAL PLAT OF WINDY ADDITION RECORDED
BOOK 13 OF PLATS, PAGE 92, WAS USE[) AS THE
BASIS OF BEARINGS FOR THIS MAP
SURVEYOR'S NOTES
1.) THE AREA OF THE SUBDIVISION IS 1.40 ACRES
2.) LOT AREAS SHOWN INCLUDE DRIVEWAY EASEMENr.
ACCURACY STATEMENT
AUDITOR'S CERTIFICATE
THIS SURVEY WAS PERFORMED USING A TOPCON GTS 303
TEN–SECOND THEODOLITE AND ELECTRONIC DISTANCE
METER. FIELD TRAVERSE METHODS USED WERE IN
ACCORDANCE WITH WAC 332-130-90 SECTION "0".
FND. BOAT SPIKE
RP'S PER SHORT
PLAT NO. 784-92
FILED IN BOOK . 10
OF SHORT PLATS
PAGE 35
F INAL PLAT
OF
SHORT PLAT SP-1O75-96
A REPEAT OF LOT 3 OF' HUBBARD
ADDITION TO GREENACRES
LOCATED IN THE SOUTHEAST 1/4 OF
SECTION 18, T.25 N., R.45 E., W.M.
SPOKANE COUNTY, WASHINGTON
Y