sp-1298b0)
3-
N
0)
Cu
N
10
0
u
0
i
0
0
1
\ Section 21
Found P< nail per R.O.S.
Book 79 Page 17
Field verified on 5/13/02
oo
O
(_O
Emergency Apparatus
Turnaround
207.79
South 1/4 Corner Section 21
Not visited on this survey
Ingress /Egress /Sewer
& Utility Easement �� W
N89 °27'10 "E
8TH — N89 °27'10 "E
190.0p
102.00 88.00
0 11,220 Sq. Ft.
0
0
6 11524 E. 8TH O O
rn
(
N TRACT "D"
29,512 Sq. Ft.
11528 E. 8TH
\89 °30'L
663.5
S89 °34'21 "W
66-.65
16TH
TRACT "A" 15
6"
102.00'x'
`O, o
(1)
0 0
N 00
L_ 0 0
.
Q // r\N
15'
190.00
N89 °28'58 "E
U
\ PLATTED
TRACT "B'o
co
N
10,560 Sq. Ft.
11606 E. 8TH
N89 °27'10 "E
88.00
TRACT "C"
10,560 Sq. Ft. 0
11602 E. 8TH •
N
80' Frontage
Requirement
88.00
N89 °27'10 "E
LO
0
1333.75
2667.51 S89 °41'29 "W
2649.71 — AVENUE
O
10' Future Acqu
14 ' Border Easement
Utility Easement
n
J
0_
� 265.19,
(0
ition Area 662.L3
ICI
CN
CN
CO
O
0
O
\89 °30'46"
663.54
ti
AVENUE
A
E 1/4 Corner Section 21
Found #4 rebar & Cap L.S. 8642/9967
Per R.O.S. 3ook 79 Page 17,E
Field verified on 5/13/02
Also Fd. ncil in 2" pipe in Mon. Case
664.65 ,\
S89 °34'21 "W
O
I l
Ln
O
N
°
O
O
0
132
S89 °34'21 "W
1329.29 I\/
1333.75
SE Corner Section 21
Found 80D Spike per A & C
R.O.S. Book 88 Page 80
Field verified on 5/13/02
LCD
O
h
21 22
28 27
AUDITOR'S CERTIFICATE
22 Filed for record this N _ day of 2.002
in Book____ __of Short Plats on Page._____at
the request of
0
W
Z
0
Spokane County Auditor
'.l
')66
GRAPHIC SCALE (IN FEET)
0 25 50 100
SCALE 1" = 50'
LEGEND
0 = Set #4 rebar with Plastic Cap
marked L.S.8642/L.S.9967
® = Found as noted
EQUIPMENT & PROCEDURE
A Nikon DTM -1 Total Station, and a Field Traverse
were used for this Survey.
BASIS OF BEARING
The bearing of N 89 °27'10" E along the North line
of the SE 1/4 of Sec. 21 T. 25N., R. 44 E.W.M. per
R.O.S Recorded in Book 88 of Surveys Page 80, is
the Basis of Bearing for this survey.
SURVEYOR'S CERTIFICATE
This map correctly represents a survey made by me or under my
direction in conformance with the requirements of the Spokane
County Subdivision Ordinance.
Charles E. Simpson P.E. & L.S. 9967
SPOKANE COUNTY
FINAL SHORT PLAT
SP- 1298 -01
SHEET 2 OF 2
THE NW1 /4 OF THE SE 1 /fECEVED
SECTION 21 T.25N.,R.44 E.W.M 0 2x42
JUL
SPOKANE COUNT LENGINEES
Founded 1946
EXPIRES 07/17/03
ti Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N. 909 ARGONNE ROAD, SPOKANE WA., 99212 -2789
PHONE (509) 926 -1322 FAX (509) 926 -1323