sp-1222fAUDITOR I S CER TIFICA
Filed for record this -day of 200
at-M In Book-of Short Plats on Page _at
the request of
Spokane County Auditor
1 30'
U"
7
co
0
LO 4
a
0
0
L
CL
Z5
0
0
:T-
3:
CF)
CD
CD
CD
CD
U
- CU
0
L
0
9
Found 1/2" Rebar
Ingress /Egress --J
Ca
V7
Utilit & Sewer
CIL
Easement
FT
0 1
7--
<1
(�
W
(D
3
in
(a
19=50'
Ln
Ln
CD
I--,
0
Ln
CD
CF11
0
CD
0 = Set #4 r with Plastic Cap
0
C
Cj)1
0
L
CL
Z5
0
0
:T-
3:
CF)
CD
CD
CD
CD
U
- CU
0
L
0
9
Found 1/2" Rebar
Found PK
A VENUE
\',13U \
8
13LOCK 3 OF GIOIA SUBDIVISION
S cr ibed 'bed X in conc, at base
:)cri f
C h a n
i Lin 11 fence post
I
A
- 1
Scribed X in conc. at base of
1' Dia, wood post
err
BROADWAY
S UR VE YOR " S CER TIFICA TE
This map correctly represents a survey mode 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
Found 1 /2" Pipe
i
- F
-L -
Ingress /Egress --J
Ca
V7
Utilit & Sewer
Easement
FT
0 1
e
(�
W
(D
3
in
(a
19=50'
cci
LECEND
0
0 = Set #4 r with Plastic Cap
P
marked L.S.8642A.S.9967
0
0
z
Found PK
A VENUE
\',13U \
8
13LOCK 3 OF GIOIA SUBDIVISION
S cr ibed 'bed X in conc, at base
:)cri f
C h a n
i Lin 11 fence post
I
A
- 1
Scribed X in conc. at base of
1' Dia, wood post
err
BROADWAY
S UR VE YOR " S CER TIFICA TE
This map correctly represents a survey mode 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
Found 1 /2" Pipe
i
- F
-L -
Found 60D Nail in Monument Case
XX RPs
X on metal base of traffic signal pole, 42.02, NW
X on metal base of traffic si pole, 41.73, NE
X on face of traffic signal pole, 45,52, SE
X on metal base of traffic si pole, 46.71, SW
Ca
V7
GRAPHIC SCALE (IN FEET)
r 1_
0 25 50 100
19=50'
LECEND
0 = Set #4 r with Plastic Cap
marked L.S.8642A.S.9967
or as noted
9 = Found 1/2" r or as noted
EQUIPMENT & PROCEDURE
LO
(6
r4-)
A Nikon DTM-1 Total Station, and a Field Tral
were used for this Survey.
Found 60D Nail in Monument Case
XX RPs
X on metal base of traffic signal pole, 42.02, NW
X on metal base of traffic si pole, 41.73, NE
X on face of traffic signal pole, 45,52, SE
X on metal base of traffic si pole, 46.71, SW