pe-1869f (2)C Associa es, Inc.
PI Wing • Engineering • Land Surveying
iecture • Landscape Architecture
707 West 7th • Suite 200 (509) 458 -6840
Spokane, WA 99204 FAX: (509) 458 -6844
77,94'
-TRACT " A "*
1,704 S.F.
N89 40"W
N89 "
90.19`
10' UTILITY
EASEMENT
4,403 S.F.
30.09'
5000'
45.58'
5,237 S.F.
59.00'
L 13.93'
L= 10.76'
77.89'
TRACT "B"*
2, 035 S, F
FND. PK NAIL AT
S.I. PER (R2)
90'00'27 "(R2)
90'O1'31 "(MEAS)
12,919 S.F.
70.15
56.00'
4 S.F.
56.00'
S89 6'32"E
5' ADDITIONAL
RIGHT -OF -WAY
DEDICATION
N 89'1632" 108.00'.
64,00'
°
S89 40"E
30.00'
235.38
TRACT
`56.
UTILITY
SEMENT
)84 S.F.
56.00'
S89'04' 4 1 'E
798 S.F.
S89'15'01 "E
24.180'
S89'16'32 E
2.42'
24,32'
64,14'
�_- A )
L_ /\ I\ L_ 1 V n V V I V
24TH AVE
TRACT "F"*
4, 440 S.F.
S89'04'40 "E
55.32'
- S89'04'40' E
r1AIA,NI
322.40'(R2)
322.3'
32ND AVENUE
N89
5.00'
192.32'
107.00'
N89'04'40 'W
1 1.91'
4,418 S. F.
N89 "1
0,00'
4
4.500 S.F.
N89'04'40 "W
90.00'
5
4,500 S.F.
N89'04'40"
90.00'
10' UTILITY
EASEMENT
6
4,500 S.F.
90.00'
4,500 S.F.
N89'04'40"
90.00'
4,500 S.F.
A j - 1
611 \ u L.
r .\ r - ( ) '7 t.
L_
90.00'
7,00'
T ^ ) A (∎T ''
\ r1 ' I
90'09'0,x! "(`'2
9010
90'01'31 '(R5)
90'00'0}6' (MEAS)
QUARJIR CORNER
CALC. 'OSITION FOR S.I. USING RECORD
INFORMATION PER R2 & R3.
FND PH: NAIL N89'15'01'4, 1.31' OF
CALC. 'OSITION HELD FOR LINE OF
32ND ONLY,
CENTER QUARTER.
FND `34" 1 AR 1.2' & RP'S
PER
EXISTING RP S:
TK W /TAG #12904 IN NE BLDG. CORNER
S5011, 67.82' (R4 =67. %8')
FND ` +" ON FIRE HYDRANT
61,92' (ULID- 61.7
FND. NAIL IN TRE' 46, *2
-03 REFERENCES
NOT TO SCALE
20' SE ACK
CURVE
PROPERTY LINE OR BACK OF
WALK WHICHEVER PROVIDES
GREATEST SETBACK
TANG ENT INFORMAT
10.15'
15.07'
30.00'
N89'04'40 "W
N89'04' 40 "W
500'55'20"W
50.00'
30.00'
30.00'
30.00'
50.00'
47,22'
47.0
47.22'
47.02'
TANGENT
7.69'
11.45'
9.49'
29.90'
CHORD
14.88`
22.55'
42.36'
42.50'
18.65'
DELTA
2913'20
19'58'53"
21
89'48'
90'11'
89'48
9011'
89'48' 4
RADIUS
29.50'
65.00'
65.00'
30.00'
18.76
22.67'
14,85'
47.23
"50
PROPERTY LINE OR BACK OF
WALK WHICHEVER PROVIDES
. - GREATEST SETBACK
5' SIDE YARD
GARAGE
HOUSE
15' MIN. REAR
YARD SETBACK
HOUSE
20' SETBACK
SHEET 2 OF 2
CURVE INFORMA ON
LENGTH
5,05'
22.67'
18.76'
47.02'
- 5' SIDE YARD
15' MIN. REAR
YARD SETBACK
30.10'
29.90'
5' SI DE yARD
N78'16'00"
I EARIN i
16 N40`35'38' "W
17 N83.07'21' E
18 560'22'29 "W
Spok rt e Coon y A IClito by D p
COUNTY A IT
ecord this clay of
ire Hook
cif
uest of
inch = 0
LEGEND
4 STREET ADDRESS
- FOUND AS NOTED.
-PIA) BOUNDARY
BASIS OF BEARINGS
THE SEARING OF N.0 0.43'28 "E. ALONG TIME CENTERLINE
OF BEST ROAD AS SHOWN ON THE FINAL PLAT OF THE
SUMMIT AT EVERGREEN POINT, FILED IN VOLUME 19 OF
PLATS, PAGE 22, WAS USED AS THE BASIS OF
BEARINGS FOR THIS PLAT.
SURVEYOR'S
TIDE AREA OF THE SUBDIVISION IS 3.08 ACRES.
THE AREA OF THE PRIVATE ROADS IS 23,107 S.F.
ACCURACY STATEMENT
THIS S SURVEY WAS PERFORMED USING A TO 'CON
GTS -303 FIVE - SECOND THEODOLITE AND ELECTRONIC
DISTANCE METER. FIELD TRAVERSE METHODS USED
WERE IN ACCORDANCE WITH WAC 332 130_90 SECTION
-SET "± ON TOP OF CURB (AFTER CO
OF ROAD IMPROVEMENTS)
-SET 1 f 2' REBAIR W YPC STAMPED
MOORS 180)91
--CC IMON AREA EN ERED BY DRAINAGE
EASEMENT,
(R1) FINAL PLAT OF THE SUMMIT OF EVERGREEN Po NT,
RECORDED IN VOLUME 1 9 OF PLATS, PAGE 22.
(R2) SPOKANE COUNTY SHORT FLAT N0, SP '87 -487
RECORDED IN E300K 5 OF SHORT PLATS, PAGE 100.
(R3) SPOKANE COUNTY SHORT PLAT N0. SP 937 - -93,
RECORDED IN BOOK 11 OF SNORT PLATS, PAGE 78.
(R4) FINAL PLAT OF AUTUMN CREST 2ND ADDITION,
RECORDED IN BOOK 20 OF PLATS, PAGE 27.
'(R1) ANE COUNTY SHORT PLAT -231 RECORDED
IN BOOK 2 OF SHORT PLATS, PAGE 71.
P'L TI ON
OCATED IN THE SOUTHWEST QUARTER
OF SECTION 26, T.25N., R44E,W.M
SPOKANE COUNTY, WASHINGTO\
0
cn
0