pe-1869lLINE
LENGTH
BEARING
T1
30.00"
S89
T2
10, 5'
N89
T3
15,07'
6189
4
30.00'
S00
_
10,19'
. 04 1 40"E
CIL Associates, Inc.
Planning Engin,. ing • Land Surveying
Architecture - Landscape Architecture
707 West 7th • Suite 200 (509) 458-6840
Spokane, WA 99204 FAX: (509) 458-6844
90'00
90'01'31”(MEAS)
FND. REBAR AT S.I.
5,077 S.F.
4,984 S.F.
8' BORDER
EASEMENT
70.15
EST 32ND.
- 5' ADDITIONAL
RIGHT-OF-WAY
DEDICATION
N 89"
1 0, OE
5890440E
AN ,(TRAc,1
1 -10' U
EASDA E'
S89'04'
30.00
5
4,397 S.F.
N89'04'40"W
82.60' \C
L=15.76'
0 4 418 S F
0.4
N89'04'40"W
10' UTILITY
EASEMENT
90.00'
6
4,500 S.F.
N89'04'40"W
90.00'
N89'04'40W
-5.00'
8
4,500 S.F.
90.00'
90:19'
S89'04'40"E 90.36'
10 UTILITY
EASEMENT
90.00'
2
0 4,500 S.F.
N89'04'40"W
'04'40"E
'),092 S.F.
LO''W
5914'
5'01"E
58904'40"E
24.10' 30.09'
141.19'
211.34'
- PRIVATE ROAD
50.00'
45.58
14315
59.00'
175.92'
r --- -
L=24.32L
S8916
A [DI \ r A IA /t. I
I LirAVV
24TH AVENUE
322,40'(R2)
322.38'.
TRACT "F"
4,440 S.F.
COMMON AREA
(ENCUMBERED BY
DRAINAGE EASEMENT)
S89'04'40"E
UTILITY
EASEMENT
32ND AVENUE
A r\ - 7
j - L) L-JI 1
107.00'
90.00'
4,500 S.F.
N89'04' 40"W
90.00'
4
4,500 S.F.
N89'04'40"
A 1 7 - _) (•
(-\ 1 \ \_.
90.00'
E) A •
1 i r
A C • m
I
XI TING RP'S:
1) END TACK W/TAG #12904 IN NE BLDG, CORNER
S.50116, 67.82' (R4.67.68
2) END "4" ON EIRE HYDRANT
S.46 61.92' (ULID=61.79')
3) END. DUPLEX NAIL IN TREE
11.52 46.82'
4) NW COR. POST CHN.LNK. FENGI
S.20 36.80'
NEW RP:
1) END. TACK W/TAG #12906 IN FENCE POST
11.40 36.76'
QUARTER CORNER
CALC. POSITION FOR Si. USING RECORD
INFORMATION PER R2 & R3.
FND PK NAIL N89'15'01"W, 1.31' OF
CALC. POSITION HELD FOR LINE OF
32ND ONLY
CENTER QUARTER:
FND. 3/4" IRON ROD DOWN 1.2 & RP'S
PER (R4) & ULID 91-03 REFERENCES
EXISTINc R.P.'S;
1) NW COR. OF HOUSE
S.35"E., 80.22'
2) TACK W/ TAG #12904 IN PP
S.75W., 72.56'
3) TACK W/ TAG #12904 IN PP
N.69W., 55.88'
20' SETBACK
PROPERTY LINE OR BACK OF
WALK WHICHEVER PROVIDES
GREATEST S ACK - 1
PRIVATE ROAD
BUILDING SETBACKS
(FLANKING ROAD)
NOT TO SCALE
TANGENT INFORMATION
30.00'
50.00'
65.00'
47.02'
47.22'
25.49'
18.76'
29.90'
30.10'
13.57'
9.49'
11.45'
8945'33"
9011'2'7"
48
21'29'50"
65.00'
30.00'
30.00'
30.00'
30.00'
LENGTH
22.67'
8.76
47.02
47.22'
47.02'
47.23'
TANGENT CHORD DELTA
11.45'
9.49'
30.10'
30.10'
7,59'
4.88
8.65'
42.50'
14.69
BUILDING SETBACKS
5' SIDE YARD
PROPERTY LINE OR BACK OF
WALK WHICHEVER PROVIDES
-GREATEST SETBACK
GARAGE
HOUSE
I-20' SETBACK
SIDE YARD
L5' SIDE YARD
15' MIN. REAR
YARD SETBACK
5' SIDE YARD
LINE BEAI
11 s58 '50"E
12 N781 (I'00
13 s47
14 N71
15 S27
16 N40
17 N83
18 S60
SPOP,ANE COtiNTY AUD3R'S CER1
hiled i for record this 5 cid of
tivoL the request of „W
Spokdn
REFERE
BASIS OF BEARINGS
THE EIEARING OF 11.0043 ALONG THE CENTERLINE
OF BE ST ROAD AS SHOWN ON THE FINAL PLAT OF THE
SUMMIT T EVERGREEN POINT, FILED IN VOLUME 19 OF
PLATS. PAGE 22, WAS USED AS THE BASIS OF
BEARING FOR THIS PLAT.
SURVEYOR S NOTES
THE AREA OF THE SUBDIVISION IS 3.05 ACFRES.
THE AREA OF THE PRIVATE ROADS IS 23,107 S,F,
THIS 1I:1URVEY WAS PERFORMED USING A TOPCON
GTS-303 FIVE-SECOND THEODOLITE AND ELECTRONIC
DISTANCE METER. FIELD TRAVERSE METHODS USED
WERE IN ACCORDANCE WITH WAC 332-130-90 SECTION
EXPIRES 12-08-02
LEGEND
34 -STREET ADDRESS
0 -FOUND AS NOTED,
-SET ”+" ON TOP OF CURB (AFTER COMPLETION
OF ROAD IMPROVEMENTS)
--SET 1/2' REBAR W/YPC STAMPED
"MOORE 18091"
PUD BOUNDARY
(R1) FINAL PLAT OF THE SUMMIT OF EVERGREEN POINT,
RECORDED IN VOLUME 19 OF PLATS, PAGE 22.
(R2) SPOKANE COUNTY SHORT PLAT NO. SP 87-487,
RECORDED IN BOOK 5 OF SHORT PLATS, PAGE 100.
(R3) SPOKANE COUNTY SHORT PLAT NO. SP 9,37-93,
RECORDED IN BOOK 11 OF SHORT PLATS, PAGE 78.
(R4) FINAL PLAT OF AUTUMN CREST 2ND ADDITION,
RECORDED IN BOOK 20 OF PLATS, PAGE 27.
(R5) SPOKANE COUNTY SHORT PLAT 83-231, RECORDED
IN BOOK 2 OF SHORT PLATS, PAGE - 71.
FINAL PLAT
CF
CRES ADDITION
(A PLANNED UNIEF DEVELOPMENT')
LOCATED IN THE SOI:THWEST QUAliTE
OF SECTION 26, T.25N., R.44E.W.M.
SPOKANE COUNTY, WASHINGTON