pe-1885uCURVE TABLE
CURVE
RADIUS
•RADIUS
RECORD LENGTH
DELTA
RECORD DELTA
2 .00
20.00
31.42
3.42
90'00' 0"
9000'44"
NW COR.
FND. RAILROAD SPIKE
WITH "X" ON TOP (R1)
FND. R.P.'S (R5)
TACK IN GUY POLE 0.4'
ABOVE GROUND NE COR.
16TH & RGREEN-53.47'
"X" NW FLANGE BOLT ON FIRE HYDRANT
SE COP. 16TH & EVERGREEN-46.44'
TACK dt TACK LS#706 IN 28" MAPLE
SW COR. 16TH & EVERGREEN-39.69'
:2;
27 1. X9i
°
32C:
0
0
Lri
co
Lu
N
91.50
5'X
UTIL. ESMT. PE
SP-702--91
0
(0
pEX
14505 L 15P
VDR4DADE, WA 99C47,
TAY # 4b262-9ou,..)
b
0
BASIS OF B G 110
THE BEARING OF S90 A ONG THE NORTH L NE
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.
z
W1/4 COR.
FND. SPINDLE GEAR 1" DIA.
FND R.P.'S (R4)
"X" IN TOP OF CURB EAST R AN
NE COR. 24TH de RGREEN-46.85'
"X" IN TOP OF CURB NO RETURN
NW COR. 24TH & EVERGREEN-47.16'
"X" ON EAST .NGE BOLT OF FIRE HYDRANT
SW COR. 24TH & EVERGREEN-45.89'
1 GT1 AVENUE
S900000”E 2656.3E'
(2656.40)(R2)
0.00'
14G12 E. I oTh
LOT1
13,200 S.F.
tri
80.00'
AVENUE
0
0
OT
N8956'30"W 22083'(220.85') (R1
(5 89'56'27" E 324.35') (R1) 8' F RE
324.40' ACQUISTION
PER SP-702-91
WESLEY HDLUNG
824 2. /,,DADID RD,
\IF:RADDLED W 92637
TAX '45262-9020
- FND. 1/2" REBAR W/YPC
#7580 (0.47'-E)
24Th AVEN
4
O T
LOT 2 9' WIDE
23,150 S.F. BORDER ESM
I 806 5. ADAMS RD.
, 0'2 140.83'
UE
265951'
(265954')(R2;
324.30') (
324.29'
200.78'
I
HAHN ENGINEERING
605 E. HOLLAND AVE. STE. 112
SPOKANE, WA. 99218
(509) 467 1550
20./
10' WIDE
UTIL. ESMT. 10' WIDE
UTIL. ESMT.
OCEDUItteiS
A SOKKIA LOCUS GPS RECEIVER SYSTEM
AND A NIKON 460 1" TOTAL STATION WERE
USED ON THIS SUS WITH BOTH STATIC
GPS AND FIELD TRAVERSE PROCEDURES. THE
AMOUNT OF ERROR DID NOT EXCEED STATE
TOLERANCES.
SHORT PLAT SP 1260 00
BEING A REPLAT OF SPOKANE COUNTY SHORT PLAT NO. SP 702 91
LOCATED IN THE NOR ST QUARTER OF SECTION 26, T25N., R44E., W.M.
SPOKANE CO • WASHINGTON
0
FND. 1/2" REBAR W/YPC
#7580 (0.53'-E)
FND. PK NAIL
(0.54'-E)
c\J
Lc)
END. 1/2" REBAR W/YPC
#7580 (0.50'-E)
CENTER 1/4 OCR.
END. 3/8" REBAR 0.5' BELOW
ASPHALT,
N1/4 COR.
FND. 5/8" REBAR
W/YPC #22961
F R P PE
P.K. NAIL CENTER OF ASPHALT
WALK-N51'57'54"W-48.82' (48.87')
"X" IN CENTER OF R RN
N32'27'06"E-39.71' (39.70')
FND. P.K. IN POWER POLE WITH TAG
MARKED LS #706
S39" 1 0 4' (46.14')
FND. P.K. IN POWER POLE WITH TAG
UNREADABLE
51 4'27'09"W-73.92' (73.9 1 ')
r er#1 1 1 11 1 1 3
41,- it
ei
1:1111:11:11
S 26, T25N, R44E, W.M.
AUDITOR S CERTIFICATE
AT 41;42, ALA. Docuypui 0
PLED FOR RECORD THIS 1[ OF , 200
COUNTY AUDITOR
AT THE REQUEST OF ir
GRAPHIC SCALE
( IN
1 limIti . 50 PL.
LEGEND
6 POUND MONUMENTS AS NOTED
0 SET 1/2" REBAR W/ Y.P.C.
"KITZAN 33141"
R1 SHORT PLAT BK.8 PG. 32
R2 FINAL PLAT LEHI 1ST ADD. BK.18 PG. 9
R3 CO ENGI * CORNER RECORD 4249
R4 CO ENGIN • CORNER RECORD 2629
R5 C DICINEE CORNER RECORD 1465
D SECDON CORNERS AS NOTED
FOUND QUARTER CORNERS AS NOTED
shtft
100