sp-1260bNW COR.
II II IUI FND. RAILROAD SPIKE
WITH "X*' ON TOP (RI)
I GTH AVENUE
2'3
N 1 / COR.
AUDIT CERTIFICATE
AT--- 8 M. DOCUMENT # - - ------ - ------
1 %-.4 R. i 1t Loll sd # Ll� Ti I I
t "f - - - - - - - - - - -- v
Al I t f'<tQUtt0 OF
/2" REBAR W/YPC
(0.53
to W-1
I
N -
CN
(C
N (C
--- C\
CURVE TABLE
4
i i i
MEE7. �7
CORD RADIUS
Jill
LENG
DELTA
- -----------
- ------ --- ---- - - -
wmmwl�
�
140121111
(2659.54')(R2)
1/2" REBAR W/YPC
,) (0.50
FND. 3/8"' REBAR 0.5' BELOW
ASPHALT.
RECEIVED
� t
"NR 1 2001
SMAkox wwr, EnWER
THE BEARING OF N90*00'00"E ALONG THE NORTH LINE
OF SECTION 26, T25N., R44E., W.M. AS SHOWN ON
SPOKANE COUNTY SHORT PLAT NO. SP-702-91 WAS
USED AS THE BASIS OF BEARING FOR THIS MAP.
111�pIll�pIlli I
ml)25 i i� i
ME
S 26 T25N, R44E, W.M.
F'
"'HAHN ENGINEERING"
605 E. HOLLAND AVE. STE. 112
SPOKANE, RA. 99218
(509) 467-1550
FND. PK NAIL
(0.54'—E)
I
Ln
f
Ln
QQ
S 26 T25N, R44E, W.M.
F'
"'HAHN ENGINEERING"
605 E. HOLLAND AVE. STE. 112
SPOKANE, RA. 99218
(509) 467-1550
FND. PK NAIL
(0.54'—E)
I
Ln
f
Ln
QQ