sp-1076jFND. 1 1/2" PIPE W/PIN
& RP'S PER SHORT
PLAT NO. 845-93
FILED IN BOOK 10
OF SHORT PLATS
PAGE 9
FND. 1/2" REB W/MASHED YPC
HELD FOR WEST PROP. LINE ONLY
EXISTING REB BEARS N00'00'09"W,
0.25 FROM CALC. R/W/ INTX.
FND. 1/2" REBAR W/YPC
STAMPED " WELBORNE 1504
1 A
vv NIL./ 1 r i 1 I'J1
1" 1_J L./ I I ■_/ I NI
A •
/
1 — r
L I
A
1. 1
(BASIS OF BEARING)
N89 W
318.95'
0
cxj
S89
1,50.47'
25' B.S.
—2 OF ADDIYI
R/W DEDICATION
10' WIDE
UTIL. ESMT.
78406
TRACT 1
23,602 S.F.
99.29'
N89'38'.46"
159.47' •
(I?
159.47'
N89'38'46" W
129.47')
TRACT 2
23,921 S.F.
18410
1
0
N. 1 r1
1 4 \.J
o.
30' 30'
. i i
-
. 7 cj 'y
.
: r — 7 60.19'
(S89 E
120.00')
`
TRACT 3
3.67 AC.
18414
BASIS OF BEARINGS
3 I
_
4.6..4e...es...es. e e 0.00990000.0 0 0..0 09000.0 0000 0 **,90 4
25' B.S.
THE BEARING OF N.89'38'46" 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 USED AS THE
BASIS OF BEARINGS FOR THIS MAP.
SURVEYOR'S NOTES
L .
1.) THE AREA OF THE SUBDIVISION IS 4.78 ACRES.
2.) LOT AREAS SHOWN INCLUDE DRIVEWAY EASEMENT.
ACCURACY STATEMENT
N89°41'58" W
_ -, _-
t" )
...)
319.00'
I r\
L
60' WIDE DRIVEWAY,
SEWER AND WATER
EASEMENT
319.00'
(318.97' 13)
"-)
P. I r1
1 V ".J.
(2,655.14' C)
(2,655.27' 8)
2,655.16'
63789'
318.95'
159 48'
8' FUTURE
AQUISITION 25' B.S.
AREA
14' WIDE
BORDER ESMT.
10' WIDE
UTI L. ESMT.
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" .
Ld
637.99'
(638.00' A)
SPRAGUE AVENUE
318.94'
(318.94' 0)
(319.0' A)
CURVE
01
C2
• FND. 1/2" I,P.
N58 W, 0.26'
FROM SET COR.
END. 1/2 REBAR, HELD FOR EAST
PROP. LINE ONLY. EXISTING
REHAR BEARS N00'00'41"W, 0.32'
FROM CALC. R/W INTX.
RADIUS S
30.00'
30.00'
66781'
CURVE INFORMATION
LENGTH_
47.31'
46.94'
0
0
TAN( NT
.30.19'
29.81'
FND. REBAR W/YPC
WILBORNE
SHEET 2 OF 2
CHORD
42.56'
42.29'
FND. BOAT SPIKE &
RP'S PER SHORT
PLAT NO. 784-92
FILED IN BOOK 10
OF SHORT PLATS
PAGE 35
DELTA
9021'23"
8938'37"
Filed for record this __ _ day of _
19___, at _ M. in Book
at the request
50
•0 FND AS NOTED:
B.S.
XXXX
( )
AUDITOR'S CEPT
Deputy
N
GRAPHIC SCALL
0 25 5
LEGEND
Plats at page
100
( IN FEET )
inch = 50 ft.
• SET 1/2" REBAR W/YPC STAMPED " MOORE
18091" (UNLESS OTHEPWISE NOTED)
(A) -PER FINAL PLAT OF CORBIN ADDITION
RECORDED IN BOOK 5 OF PLATS, PAGE 30
AND 31.
(B) -PER FINAL PLAT OE WINDY ADDITION
RECORDED IN BOOK 13 OF PLATS, PAGE 92
BY GERALD MASGAI, MARCH 1978.
(C) -PER SHORT PLAT NO. 845-93 FILED IN BOOK
10 OF SHORT PLAJS, PAGE 9 BY LAWRENCE
DUNSMORE, DECEMBER_ 1993.
-BUILDING SETBACK
STREET ADDRESS
-MEASUREMENT ALONG OR TO DRIVEWAY
EASEMENT
INLAND
IC PACIFIC
ENGINEERING
707 West 7th * Suite 200 (509) 458-6840
Spokane, WA 99204 FAX: (509) 458-6844
11,111111111111111111111111111111 0111,11111111111,111,11,11,111111111111,111111011 0 i!!IooI 1 , , , , , 1,111,11111,111,1011,10! 11 !WW1, 11
FINAL PLAT
OF
SHORT PLAT SP-1O7696
A REPLAT OF LOT 3, BLOCK 27 OF
CORBIN ADDITION TO GREENACRES
LOCATED IN THE NORTHEAST 1/4 OF
SECTION 19, T.25 N., R.45 E., W.M.
SPOKANE COUNTY, WASHINGTON