sp-1075iGRAPHIC SCALE
50 0 25 50
FND AS NOTED:
( IN FEET )
inch = 50 ft.
LEGEND
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
CURVE
01
C2
111111,11111 1 VII 1,„J11,, 1111 14,, 1111 11111NIIIIp111111V111IIIOOIIIII11111111Vp14I VMpll J, 111111 III 11111 III 1 1111 11 I
- IIIII�IPI91'IPPPIIII VIII I''� ^' IIII II Ip�llll��ll,lll I Ill1111111111,1191Ppp111111 p 111 I Ill ,111111
100
1,747.50'
CURVE INFORMATION
NLAND
PACIFIC
ENGINEERING
707 West 7th • Suite 200 (509) 458 -6840
Spokane, WA 99204 FAX: (509) 458 -6844
1011,111,1111111,1110111,1111111,1111011111,01,111, 111111
FND. 1/2" REB.
UN P LATT E D
RADIUS 1 LENGTH 1, TArIGENT 1 CHORD
30.00' 46.85' 29.72' 42.23'
30.00' 47.40' 30.28' 42.62'
FND. 1/2" I.P.
1
N88'42'26"
36.82'
(37.00' D)
Q)
o
0
Z
36.82'
011111 11111411H 1,10111111101
FND. 3/4" I.P., HELD FOR WEST
PROP. LINE ONLY. I.P. BEARS
SO0'07'55 "W, 0.14' FROM CALC. Z
R/W INTX. T1
SPRAGUE AVENUE
LINE
T1
T2
T3
T4
T5
T6
DELTA
89'28'17"
90'31'43"
N00'07'55" E
30.00'
1 DIRECTION
N00'07'5`i" E
N00'08' 1 .',' W
NO0'08'1.5 W
N89'51'4 f E
589'36'30" E
S89'36'30` - E
(161,75' D)
S89'36'30" E . 161.76'
162.40'
S89'36'30" E
(92.39')
TANGENT TABLE
DISTANCE
2.00'
2.00'
7.50'
15.00'
24.72'
25.28' ,
1 61 .7
TRACT 3
20,097 S.F.
18413
15' E.S.
TRACT 2
19,167 S.F.
FND. 1/2" I.P.
18411
T3 I
T3
L T6
15 BS.
TRACT
18409
10' WIDE
UTIL. ESMT.
33' B.S.
N89'38'46 "W
(BASIS OF BEARING)
S89'36'30" E
126.21'
10' WIDE
UTIL. ESMT.
21,545 S.F.
14' BORDER
EASEMENT
15' B.S.
T4
'70.01')
8' FUTURE
AQUISITION
—2' ADDITIONAL AREA
R/W DEDICATION
127.00'
N89'38'46 "W
127.01' (127.00' D)
127.15'
FND. 1/2 I.P. , HELD FOR EAST
PROP. LINE ONLY, I.P. BEARS
S00 "08'13 "E, 0.11'
FROM CALC. R/W INTX.
FND, 1/2" REB.
WIDE
'NATER &
E W ER ES MT.
WIDE
'IVEWAY
uEMENT
- N00'08'13 "W
30.00'
2,655.16'
(2,655.27' B)
(2,655.14' C)
FND. 1 /2" REB W /YPC " 10944,
S19'38'18" E, 0.16' FROM CALC. R/W
INTX. DEDICATED ON THIS PLAT.
NOTHING NEW SET
780,51'
SHEET 2 OF 2
Filed for record this ___ day of _
19___, at ____M. in Book
at the request of
BASIS OF BEARINGS
THE BEARING OF N.89'38 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
AUDITOR'S CERTIFICATE
Deputy
SE COR SEC. 1
FND. BOAT SPIKE
RP'S PER SHORT
PLAT NO. 784 -92
FILED IN BOOK 10
OF SHORT PLATS
PAGE 35
of Plats at page
FINAL PLAT
OF
SHORT PLAT SP- 1075 -96
A REPEAT OF LOT 3 OF EUBBARD
ADDITION TO GREENACRES
LOCATED IN THE SOUTHEAST 1/4 OF
SECTION 18, T.25 N. R.45 E., W.M
SPOKANE COUNTY, WASFINGTON