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ENGINEERING & SURVEYING
rurri 17-15 N. 1111111 11114551 AO. •POKANIt. WA. WOO 15011111054 1
C90616
- (7)
B UR Va_yQR'S CEF, CATE
THIS CORREUT LY F RESENTS A SURVEY BY OR
UNDE,R MY DIRE.CTION IN CON2- RMANCE WTh
EQLI 7 OF THE SURVEY RECORDING ACT A
REQUEST OF MR. DAN AND MRS. KAREN HARPER
IN MAY 1991
'IN TAGGART
FOUND BENT BOLT W/SQ.1
RESET W/SPIKE E P/CAP
1 . BASIS OF BEARIVJ: ASSUMED
304,47'
5. SEE RCS INSFRUMENF 9110290420
I. OCTOBER 29 , 1991
_ ?LS 24226
ENCROACHED
C.L. FENCE
TRACT A
5.0311 ACRES MORE
• OR LESS
2. SI_YNEAr pLkr IN ACCORDANCE WITH 4AC STANDARDS IN 332-130,
AF THE REWEST DE MR. AND MRS. DAN HARPER.
3. CLOSED TRAVERSE WITH BLACK LIGHT' AND 1" THEODOLITE AND
RADIAL Lor CORNER SFAKE CUT'.
SEE: LCRS BK . 4 , PAGE .107 AND 114.
3
SCALE
N 89°20
LICENSE NO.
DETAIL
R,
NOT PLATTED
(RECORD N188° 1 E , 172,16
N 88°48 35"E
171,61
1•0
N 36 02' 00
23.37'
2664.52'
1986.06
520°17
26.83
N 20°17
7.98'
551.47'
0
0
1987 SQ. FEET
MORE OR LESS
N 2108
( RECORD
87°031E, 64.0'
RIM ELEV.
. SRO. CO. UTII,IMES)
NOT PLATTED
DEDICATED TO
SPOKANE COUNTY
247.00
TRACT
0
L27 ACRES
MORE OR LESS
R/W CURVE AS DEEDED
CHORD = S 22°57 E
24.91'
ARC L. 24.92'
SEMI -T AN AN r 12.48' ,
R = 213 8 2
A 6° 40 '42,6
•
„
814.60'
1°4242"
1
LE
S 20
EN
0 SET 5/8" REBAR WITTI PLASTIC CAP "24226 TAGGART' AT OR BELOW GRADE.
0 SET 8" SPIKE WITH PLASTIC CAP "24226 TAGGART" AT OR BELOW GRADE.
THEORETICAL POINT. ( NOT SET )
FOUND BEARING TREES AND STONE REMONUMENTED CORNER WITH 5/8"
REBAR wrm P/CAP "24226 TAGGART" IN STONE MOUND, SEE LCR, BK 4 PG 07
SET 3" "PK" W/OUT IIEAD AT GRADE IN PAVEMENT.
FOUND 3/4" IRON PIPE ABOVE GRADE.
FOUND 1" IRON PIPE ABOVE GRADII
FOUND 1 1/2" IRON PIPE ABOVE GRA1)1.
CHISELED CROWS FOOT " " ON SE FACE OF BOULDER AND PAINTED AREA
ORANGE, 2" PINE BEARS S 26 1/ ° W, 1.59'.
CHISELED CROSS ON FLAT ROCK AT GRADE. 6" PINE, WITI1 TWO BARB
WIRES GROWN OVER, BEARS S 79° 30' E, 9.57'. TACK AND FLAGING SET IN S
FA CF.
CI IAIN LINK FENCIel.
FOUND "PK" 1N CENTERLINE OF DI,SITMAN ROAD,
1/4 COR.
CENTERLINE
CHORD
ARC L.
SEMI— TAN
a
e:
CURVE PER DEED, VOL.43
N 20°26'57"W
5,27'
DETAIL "A"
5.27'
2.63.'
183.82
3841"
P G 1 102
SHORT PLAT 687 91
NW 1/4 OF SEC.20, .T.25P4, R.44E., W M