sp-1075n50
0 FND AS NOTED:
CUFRVE
C1
C2
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
B.S. —BUILDING SETBACK
XXXX STREET ADDRESS
( ) —MEASUREMENT ALONG OR TO DRIVEWAY
EASEMENT
S 1/4 SEC 18
FND. 1 1/2" PIPE W/PIN
& RP'S PER SHORT
PLAT NO. 845-93
FILED IN BOOK 10
OF SHORT PLATS
PAGE 9
GRAPHIC SCALE
0 25 50
( IN FEET )
inch = 50 ft.
LEGEND
RADIUS 1
30.00'
30.00'
CURVE INFORMATION
!(Al t(!! .1111 1111
INLAND
IC PACIFIC
ENGINEERING
707 West 7th • Suite 200 (509) 458-6840
Spokane, WA 99204
100
FAX: (509) 458-6844
11111 H 111111111111111111111111111111111111111, A 1,1,1,111, 0 1,11111,111111,1 !Ii 1111 0 11111 4 111 , 11 1 11 ,Hui 1 11 1,1, 0 1 1,1111111 111 11 1 11111,1111111 1 11111111101111111111111111111111111111111 1 1111111111111111,111111111111H11111111111!!111111111111111111111111r,4110,1,11111111111!11111111111111111111111 1 1 1 111 1111111111111111111111111111111111111111111111111111 1 11 111111111111,111
1,747.50'
UNPLATTED
FND. 1/2" REB.
LENGTH 1 TANGENT 1 CHORD 1
46.85' 29.72' 42.23'
47.40' _ 30.28' 42.62'
FND. 1/2" I.P.
N88°42'26"
36.82'
(37.00' D)
FND. 3/4" I.P., HELD FOR WEST
PROP, LINE ONLY. I.P. BEARS
SO0'07'55" W, 0.14' FROM CALC.
R/W INTX.
SPRAGUE AVENUE
■!■
N00'07'55"E
30.00'
DELTA
8928'17"
9031'43"
LINE 1 DIRECTION
Ti NO0'07'55" I
T2 N0008'13" \::■:
T3 N00'08'13
T4 N8951'47F
T5 r
T6 S8936'30'
6.82'
(161.75' D)
S89°36'30" E 161.76'
161.76'
162.40'
S89'36'30"
(92.39')
TANGENT TABLE
TRACT 2
DISTANCE
2.00'
2.00'
7.50'
15.00'
24.72'
25.28'
TRACT 3
20,097 S.F.
7 84 7 3
19, 67 S.F.
FND. 1/2" I.P.
7 84 7 1
N89'38 W
(BASIS OF BEARING)
S89'36'30" E
126.21'
TRACT 1
21,545 S.F.
18409
127.00'
15' 8,S.
.................
97/
\ C' \ ,
T3 L
10' WIDE
UTIL. ESMT.
FND. 1/2 I.P. , HELD FOR EAST
PROP. LINE ONLY. I.P. BEARS
S00 E, 0.11' FROM
FROM CALC. R/W INTX.
15' B.S.
14' BORDER
10' WIDE EASEMENT
0 UTIL. ESMT. 8' FUTURE ,
,t) AQUISITIdN
B I
.......
—2' ADDITIONAL AREA
Z
R/W DEDICATION
Ti
N89'38'4"6"
127.01' (127.00. D)
127.15'
T4
co
15"NI DE
SEWER ESMT.
FND. 2" REB.
15 V*IID
D
NO0'08'13"W
.30.00'
2,655.16'
2.655.27' B)
2,655.14' C)
FND. 1/2" REB W/YPC " 10944
S1938'18"E, 0.16 FROM CALC.
INTX. DEDICATED ON THIS PLAT.
NOTHING NEW SET
R/W
780.51'
SHEET 2 OF 2
BASIS OF BEARINGS
THE BEARING OF N.893846" 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 USED 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 EASEMENT.
ACCURACY STATEMENT
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 " C" .
Filed for record this
19___ , at _____M. in Book
at the request of
AUDITOR'S CERTIFICATE
Deputy
SE COR SEC. 18
FND. BOAT SPIKE
RP'S PER SHORT
PLAT NO. 784-92
FILED IN BOOK 10
OF SHORT PLATS
PAGE 35
FINAL PLAT
OF
SHORT PLAT SP 1075 96
A REPLAT 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
day
of Plats at page