sp-604-89gCURVE DATA
I NT. ANGLE 89°45'53"
CHORD BEARS
N 44°49'26.5"
28.226'
T= 19.918
ro
0
0
z
-
cr
0
z
0
0l
CO
1
1
—6—
'I 1.
4
1IIUUI II'iIiiII II 1.
:!
11'111
55'
—STREET DEDICATION
– N 89°42'23"E, 2l3.68
Ihr
95.00'
100.00'
loaod
10 UTILITY
EASEMENT
TRACT A
1.247 ACRES
MORE OR LESS
N88 28" W
183.57'
TRACT B
0.417 ACRES
MORE OR LESS
SETBACK LINE
FOR BUILDING
0
0
10 UTILITY
EASEMENT
69.3 50.0'--
-- –
SET BACK—
LINES FOR
BUILDING
LINE PARALLEL
WITH SOUTH LINE
LINE PARALLEL
WITH WEST LINE
353.20' PER ROS - BK 33, PG, 85
WM*
0
873.7 , N 89°42' 23"E
SANSON AVE.
233.20'
SHORT PLAT 89-604 FOR
LAT OF PORTION OF LOT 107 IN PLAT
NO. 4 OF ST F S GATED CTS
SCALE
o'
UNPLATTED
FOUND C'I'R 1/4 COR MON. 1" ROUND IlEADED PIN REF. SHORT PLAT 87-480.
o FOUND 1/2 REI3AR WITI I PLASTIC CAP NO. 706.
FOUND 3/8" CONIRJIT.
, 0 FOUND 40 "1)" NAII. 2' BELOW GRA
0 FOUND RAILROAD PUNCIIED SPIKE.
• THEORETICAL POINT.
0 SET 5/8" REBAR W/P CAP "TAGGART 24226" AT OR BEI .OW GRADE.
R. P. REFERENCE POINT.
TAG GA RT
■ ENGINEERING & SURVEYING
SUITE 17-15 N. 2128 PINES RD. SPOKANE, WA. 98206 1 PHONE (509I 924-8893 1 1-800-637 • 3074
1,111111111111 1 11 1111i I ,',1,11,1 11 1
S 89°5 46' , 538.20'
200.00'
N 89°42'23 E 450.00
?ND
DATE
11-30-91
11 1 . "' .1 '1' 1. ' 111'11 '111111'
TRACT C
5.3336 ACRES
MORE OR LESS
DRAWN BY
UNPLATTED
SEE ROS BK 33 PG.85
PJC
0 0
00
o N
N
.111,0,1
441 as.
305.00'
C911 130
200.00'
DRAWING NO.
Aluminum
Fiolling Mill
V C MAP
200.00'
HEET NO.
I OF 2
„„„,„0„,„,„„„,„„,„,„„0„,„„„„„0„,„0„„0„,„„,„„
....• ,
....._„...._,.........,
- 1, BASIS OF BEARING TAKEN FROM RECORD OF SURVEY PLAT BY RON
0
0 DUNS MORE FILED DEC. 6, 1983 INSTRUMENT NO. 8312060198, FOR SANSON
AVENUE.
N
0
z
_J
1 III 1 11111111111111 1 I I 11111111
AUDITOR'S CERTIFICATE
FILED FOR THIS DAY OF
M IN BOOK OF
AT THE REQUEST OF
(SIGNED)
NOTES
SURVEY PLAT IN ACCORDANCE WITH W. A. C. STANDARDS 332-130 AT THE
REQUEST OF EDWARD AND PAUL SLOUKA.
EASEMENTS VISIBLE: TELEPHONE, ELECTRICAL POWER, WATER, SEWER,
IRRIGATION WATER LINES, AND ACCESS TO STREET.
SEE PLAT FILED IN BOOK "0” PAGE 51, INSTRUMENT NO. 321341, RECORDED
JUNE 1, 191 1; DEED 8906230179, DEED 8012150146, DEED BOOK 774, PAGE 515'
(LOT D); SEE SHORT PLAT 87-480; SEE RECORD OF SURVEY PLAT,
INSTRUMENT NO. 8502611)094 FILED FEB. 1, 1985, (ROS BK 33 PG. 85).
AN AXLE HUB WAS FOUND N 76' 35' 42" W, 1.02' FROM THE NW CORNER OF
LOT 107 (A 40 D NAIL). NO RECORD OF IT WAS FOUND. SET 5/8" REBAR OVER
AXLE. REBAR IS 15" LONG WITH P/CAP 24226, AS RT. 3" BELOW GRADE.
SOUTHERN BOUNDARY DIMENSION WAS TAKEN FROM INSTRUMENT NO.
802610094, (ROS BK 33,,PG. 85).
CLOSED TRAVERSE SURVEY WAS ACCOMPLISHED \VITH I" THEODOLITE AND
BLACKLIGIIT EDM. RADIAL STAKEOUT WAS USED TO SET LOT "A" AND
'B"S CORNERS. AT LEAST TWO TURNS WERE TAKEN FOR EACH STATION.
8.,)T BY REF TO SP 17-90 IS FIRE HYDRANT WEST SIDE
OF McDONALD ROAD ELEVATION 2005.14.
SUBTRACT 4.51' FROM DRAINAGE CONTOUR MAP FOR
SHORT
PLAT EQUATION TO B.M. (i.e.F1 EST, ELEV.2 009,65 )
87-480
........
(COUNTY AUDITOR)
COUNT) TUASURER
I HEREBY CERT THAT THE TAXES ON THE PROPERTY
SHOWN
HEREON HAVE BEEN PAID UP OUGH
, 1992
. .
MELVIN
• c
COUNTY TREASIJRER
EXAMINED AND APPROVED
, 199 2
SHORT PLAT ADMINISTRATOR
RJR VEYOR'S CERTIFICATE
COUNTY P LANNING DEPAR1 NT
AT PAGE
REPRESENTS A SURVEY MADE BY
CTION IN CONFORMANCE WITH
THE SURVEY RECORDING ACT
. ED SLOUKA IN JULY 1991..
DAY OF
SHORT PLAT
NO. 89
T26N R44EWM SEI 4 S 4
9 AT
Arnuo,u3
v.1.,111,01