sp-1260eAUDITOR'S CERTIFICATE
610
,NW COR. C
FND. RAILROAD SPIKE
WITH "X" ON TOP (Rl)
N1/4 COR.
I GTH AVENUE
low 40 -------- FOR. 5/8" REBAR
W/YPC #22961
S90*00'00"E 2656.36'
(265640')(R2) FND. R.P.'S PER kEa3
P. K. NAIL CENTER OF ASPHALT
WALK - S51 "57'5-" 48.82' (48.87')
"X" IN CENTER OF RETURN
S32"27'06"W-,39,71' (39.70')
FN S® P.K. IN POWER POLE WITH TAG
MARKED LS #706
9 . 1 0' " .1 ' (46.14')
FN S. P.K. IN POWER POLE WITH TAG
s p UNREADABLE
7. - ( L ei NlV27'09" 73.92' l'
E
ti
(R 1
Ln
200.8C')(Rl
2 XR1
N 8 9'5 6'30" W
(S 89"56'27" E
C4. - 2
S89
0
0
0
0
0
0
FN
#7,1
LEGEND
CURVE TABLE
Ln
N Ln
(�o
Q
0
FN
#7,1
LEGEND
CURVE TABLE
RE(60RD DELTA
A/l/4 COR.
FND. SPINDLE GEAR 1 " DIA.
24TH AVENUE
N 8 $x- 0 "W 2659.51'
(2 6 5 9.5 4') (R 2)
A SOKKIA LOCUS GPS RECEIVER SYSTEM
AND A NIKON 460 1 " TOTAL STATION WERE
USED ON THIS SURVEY WITH BOTH STATIC
GPS AND FIELD TRAVERSE PROCEDURES. THIN
AMOUNT OF ERROR DID NOT EXCEED STATE
TOLERANCES.
CENTER 1/4 COR.
F 3/8" RE BAR 0.5' BELOW
ASPHALT.
........ . ... . ... ...... . ......
S 26, T2 5N, R4 4E, W.M.
ff-m
1/2" REBAR W/YPC
, )sn (n-.r)O'—F)
FILED FOR RECORD THIS -------- DAY 6
COUNTY AUDITOR
— ----- ---, 2001