sp-1260c-. AUDITOR'S CERTIFICATE
AT THE REQUEST OF
COUNTY AUDITOR
WFrNi+4-4W4Z-A4AP-.-----_--j ve_t4eAc
DATED THIS DAY OF 2001.
-MMUOR'S CMMCATE:
,2001.
RUDY F. KITZAN, P.L.S., CEIRIT. _NOk 33141
"IYAHN ENGINEERING"
605 E. HOLLAND AVE. STE. 112
SPOKANE, WA. 99218
11 (509) 467-1550
vl%rnvvNT^ A MM
I
rr
Q0
2656.36'
(2656,40')(R2)
/AIN4L) A��NUVLU lHlt> -
IJAY OF
P 2001.
+ r.
(S
89 E
60C) (R 12
Lo
NE
E�-
m
SE
SW
# ' '
S8956,3Q:E
24.3
200.80
8 0j'R
1 c0
R 111
91.50 '
!SHOKANE COUNTY
UTILITIES
DIRNOR
—
Ji
ti
"
t i rciiiii AL'IJV k
rir AIN I m9ill I VN
5'X
UTIL. ESMT.
PE
SO- SETBACK LINE I
...... ...
C"
V
AND APPROVED THIS
DAY OF
Ilk
0 !
0
0
LOT1 0
13,200 &F.
C )T
L n
NNING DIRECTURR
AT THE REQUEST OF
COUNTY AUDITOR
WFrNi+4-4W4Z-A4AP-.-----_--j ve_t4eAc
DATED THIS DAY OF 2001.
-MMUOR'S CMMCATE:
,2001.
RUDY F. KITZAN, P.L.S., CEIRIT. _NOk 33141
"IYAHN ENGINEERING"
605 E. HOLLAND AVE. STE. 112
SPOKANE, WA. 99218
11 (509) 467-1550
vl%rnvvNT^ A MM
I
rr
Q0
2656.36'
(2656,40')(R2)
Wl 4 COR.
FND. SPINDLE GEAR 1 "IA.
244 H AVENUE
N89'46'00"W 2659.51'
(2659.54')(82)
THE BEARING OF N90*00'00"E ALONG THE NORTH LINE
OF SECTION 26v T25N., R44E.o, W.M. AS SHOWN ON
SPOKANE COUNTY SHORT PLAT NO. SP-702-91 WAS
USED AS THE BASIS OF BEARING FOR THIS MAP.
A SOKKIA LOCUS GPS RECEIVER SYSTEM
AND A NIKON 460 1 " TOTAL STATION WERE
USED ON THIS SURVEY WITH BOTH STATIC
CPS AND FIELD TRAVERSE PROCEDURES. THE
AMOUNT OF ERROR DID NOT EXCEED STATE
TOLERANCES.
CURVE TABLE
N
ECURVE RADIUS RECORD RADIUS LEGTH RECORD _ DELTA RECORD DELTA
C J E EjjEd� J.jE So-oofoo�_
Cl 20.00 20-00 31-42 . 31.42 90#0 27 . ....
MIE I qq I
CENTER 1 4 COR,
FIND. 3/8 if REBAR 0.5' BELOW
ASPHALT.
SPOKM
_11EGIONAl
---------- ql;�
EXAMINED AND APPROVED THIS
N 89*56'30" W
NW
I 5TH AVENUE
+ r.
(S
89 E
60C) (R 12
Lo
NE
E�-
m
SE
SW
# ' '
S8956,3Q:E
24.3
200.80
8 0j'R
1 c0
R 111
91.50 '
B0.00
120. lb'
—
Ji
LIO'
5'X
UTIL. ESMT.
PE
SO- SETBACK LINE I
...... ...
WIDE
UTIL. ESMT.
SP-702-91
0 !
0
0
LOT1 0
13,200 &F.
C )T
L n
Ld
LU I
23,150 S.F.
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0
0
0
D L E v i A
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Lo
0 1
ol
0
0
in
z
z
0 I
A
91.50'
80.00' SP
02 9 1 140.83
L
— - - —
---------- -- ---
56' 220-83'(220. (R f .
N89* '30"W
(S
89 E
324.35') (R 1) 8' FUTURE
324-40' ACQUISTION
k4)!ES'LEY HELLING
PER
SP-702-9
1824 S. ADAMS RD,
VERADAILE, WA 010903
TAX 4I
I. 1/2" DEBAR
W/YPC
#7580 (0.47
Wl 4 COR.
FND. SPINDLE GEAR 1 "IA.
244 H AVENUE
N89'46'00"W 2659.51'
(2659.54')(82)
THE BEARING OF N90*00'00"E ALONG THE NORTH LINE
OF SECTION 26v T25N., R44E.o, W.M. AS SHOWN ON
SPOKANE COUNTY SHORT PLAT NO. SP-702-91 WAS
USED AS THE BASIS OF BEARING FOR THIS MAP.
A SOKKIA LOCUS GPS RECEIVER SYSTEM
AND A NIKON 460 1 " TOTAL STATION WERE
USED ON THIS SURVEY WITH BOTH STATIC
CPS AND FIELD TRAVERSE PROCEDURES. THE
AMOUNT OF ERROR DID NOT EXCEED STATE
TOLERANCES.
CURVE TABLE
N
ECURVE RADIUS RECORD RADIUS LEGTH RECORD _ DELTA RECORD DELTA
C J E EjjEd� J.jE So-oofoo�_
Cl 20.00 20-00 31-42 . 31.42 90#0 27 . ....
MIE I qq I
CENTER 1 4 COR,
FIND. 3/8 if REBAR 0.5' BELOW
ASPHALT.
SPOKM
_11EGIONAl
---------- ql;�
EXAMINED AND APPROVED THIS
S 260 T25N, R44E, W.M.
NW
NE
+ r.
SE
W
RE
t*
NE
E�-
m
SE
SW
SE
S 260 T25N, R44E, W.M.