sp-1011iFND- #3 REBAR PER ROS IN
BOOK 27 OF SURVEYS, PACE 11
ACCEPTED AS POINT ON CENTERLINE
A I UDITOR'S CERTIFICATE
OFF STEEN ROAD-
Filed for record this ____ day of ------------- 1 9—_
at M. in Book of Plats ot pa ........
at the request of
P.K. AS POINT ON C/L OF STEEN ROAD
__-_'__�SET
FROM R.P.'S PER IPEC PRIVATE NOTES FOR
T 4TH AVENUE SEWER PROJECT
Deputy
R.P.'S: "X" ON FACE OF 37 METAL
POST, N.19*2., 54.57" & N.16E., 58.34'
to
k A r— A r\ I A ED
IV I C_r L.� v v I \—,j I"\
k A
-FD. #4 REBAR W/YPC
i I r
I I /--\ t A E7 /I I I A rN r
ri%�IVIL_ V I L - LJ—\\�2 I
STAMPED "MOORE: 1809 1"
1
to
Y S89*17*14 E 179-65"
—No TH LINE OF THE SOUTH
4ff OF THE E 1/2 NE 1/4 NE 1'/4
S ET
RR SPIKE
A(,
� 0 x
-Now=
174-W
5
100
'*'E L A
OD
Iss
z
z
0 13,970 S.F.
0
Ln
C)
1 J05
0
0 0
h I N 89* 1 T1 4o'W
m
1 -4
— I o
174.61
(0
0
317
GRAPHIC SCALE
01 1-
001 0
00
50 0 25 50 100
PARt;EL Er
0
5' ADDITIONAL
13,967 S.F.
UNPLATTED
r — -------- -- ---
RIGHT OF
WAY
IN FEET
r%j
Do WIDE
UTI L. ES MT.
1 inch = 50 ft.
4�
N89* 1 T1 4!'W
174-56'
LEGEND
0
0
\nv
00 PARU"" EL' "C7
OD
' I
FND. MONUMENT AS NOTED
15,184 S.F.
0
tt S ET 1e2 REBAR W/YPC STAMPED "MOORE
J21
0
-
18091 (UNLESS OTHERWISE NOTED)
B.S. — BUILDING SETBACK
M
174.51
NORTH I.INE OF THE SOUTH
175" OF THE E 1/2 NE 1/4 NE 1/4
(A) SURVEY BY IPEC RECORDED IN
M
z
T
BOOK 37 OF SURVEYS, PAGE 84.
N
N89* 17'1 4!'W 179-51
N.
0
Iz
>
*S, NOTES
SURVEYOR*
I z 1 0
U N P LATTED
1. FOR SECTION SUBDIVISION INFORMATION REFER
1 0,
m
TO SURVEY RECORDED IN BOOK 37 OF SURVEYS,
mz
CALC. POSITION FOR m m NW 17'1 4'W
C—E—NE 1/64, SEE 1\16 LINE
0 V
W
CALC. POSITION FOR
N89*17'14 to N 1�1 6 CORNER, SEE
PAGE 84.
N OTE 1
W NOT I
2. THE AREA OF THE SUBDIVISION IS 1.02 ACRES.
N71-OX2TW---o-\
0.63, a
Y_
0
z0z
rn rn
C> 0
SET PK AT SI
( � 7 N8715#00*W
SET PK AT $1
200
Z 3: X
m m rn
N,36!09'3rW
Im" - - ____ mmm�
mom
INLAND
PACIFIC
w
ENGINEERING
:1
(BASIS OF BEARINGS)
N89 (A)
4TH AVENUE:
707 West 7th Suite 200 (509) 458-6 B40
S pokone, WA 99 8-6844
204 FAX: (509) 458-684
) j
.......
SOUTH LINE OF THE
SET PX TO REPLACE FND. N 89* 1 5'00" W
C/L
667.86'
SET PX TO REPLACE FND. r i.p.
NE 1/4 OF THE NE 1/4
3/4 I.P. AT S.I. FROM
AT S.I. OF 4TH AND FLORA FROM
RECEIVED
IPEC PRIVATE NOTES FOR
R.P.*S PER IPEC PRIVATE NOTES FOR
4TH AVENUE SEWER PROJECT
- SPO.
4TH AVENUE SEWER PROJECT
")('
Z 7 1995
FND. NAIL W/TAG CO. ENG."
FIND. IN T.C. 14.60' EAST
JUN
IN 26' FIR N51*W — 46-81'
FND ")(" N SIDE OF WATER
OF WEST ENO CURB
FIND 1" I.P. 0.11' WEST
VOKANE COLINTY ENGINEER
VALVE CASING S44�W — 29.66'
SET TAG "18091" IN GUY POLE
FND NAIL W/TAG "SRO. CO. ENG.
S82*E 51,30'
2 110
IN PP N41`E 37.251
FINAL PLAT
OF
BASIS OF BEARINGS
THE BEARING OF N.89*17'14N. ALONG THE SOUTH LINE OF THE
A 11ft, A A
S`w*""""& RT PLAT SP 10 I —9"5
NE 1/4 OF THE NE 1/4 OF SECTION 24, AS SHOWN ON THE RECORD
ACCURACY
STATEMENT
OF SURVEY RECORDED IN BOOK 37 OF SURVEYS, PAGE 84.
WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP.
LOCATED IN THE SE 1 '4 OF
THIS SURVEY WAS
TEN—SECOND THEODOLITE
PERFORMED USING A TOPCON GTS 303
AND ELECTRONIC DISTANCE
THE NE 1/4 OF NE 1/ 4
METER. FIELD TRAVERSE METHODS USED WERE IN
ACCORDANCE WITH WAG 332-130-90 SECTION
SECTION 24, T-25 N., R.44 E.W.M.
go
SmE 2 OF 2
SPOKANE COUNTY, WASHINGTON-
95522\PLAT