2005, 07-26 Short Plat MapFINAL
AUDITORS CERTIFICATE
Filed for record this
POINT FILE: 03012.DAT
0
N
FND 60D SPIKE
(R-1)(R-3)(R-4)
20' , 2
co
cc
rn
N
20' 2
LEGEND
•
•
_2Q'
FND 1/2" REBAR W/ CAP
MARKED "LS18076" R-6
IRRIGATION EASEMENT
AF 89002C
INDIANA
148.00'
21
o
N89'50'59'E
230.45' (R-6
0.._
5' UTILITY
EASEMENT
LOT 3
20,054 SQ FT±
1920
10' UTILITY
EASEMENT
148.00'
N89'50'59'E
12' BORDER
EASEMENT
12.5'
12.5'
SHORTPLA ThWP-23- 04
PORTION OF sll/1 OF SIITKW ;? T25N, R45Z; KM.
CITY OF SPOKA'IVE !'ALLEY, #4Sh7IVC?OAT
SIJEE97J OF 2
— FND 1/2" REBAR W/ CAP
MARKED "LS18076"
R-6
AVENUE
343.45'
104.00'
91.45'
0
N
660' (P)
658.70'(R-6) 658.63'(R-1) ccvv
\o
•
0
LOT 2
22,210 SQ FTf
18402
WEST LINE OF
EAST 3 ACRES
I co
c
- N
z
114.00'
NO'15144 "W
25' SEWER EASEMENT
AF 5187365
LOT 4
40,453 SQ Fr±
19101
FND 1/2* REBAR W/ CAP
MARKED "LS18076*
0 R-6
0
0
vi
N
N
N89'512'59 "E
o
z
262.00'
230.79' (R-6) -+191--
N89'50'32"E
�— FND 60D SPIKE
N 89'59'59" E
(R-3)(R-6)
JIISSION AVENUE'
0
-t-
7122
FOUND MONUMENTS AS NOTED
SET 1/2" REBAR W/ CAP
MARKED "LS 18076"
SECTION CORNER
1/4 SECTION
CENTER SECTION
LOT ADDRESSES
PROPERTY LINE
ADJOINING PROPERTIES
RIGHT OF WAY
CENTER LINE
EASEMENTS
12' BORDER
EASEMENT
N89'50'59 "E
10.00'
NO'15'44'w
REFERENCES:
BLOCK
1261.2' P)
1258.72' M)
1258.58' (ir2-1)
N89'50'59'E
LOT 1
38,994 SQ FT±
18410
/78.00'
65.00'
NO'19 20"W
146.79'
408.7.91
FND ''1/2"`REBAR W/ CAP
MARKED "LS18076"
R-6 II 00jON
al 1'O
R-1 = PLAT, SIMPSON'S 1ST ADD
TO GREENACRES,
VOL 14, PG 79.
R-2 = ROS BOOK 6 PAGE 35,
SIMPSON PLS
R-3 = SP 616-90, FLAGAN PLS
R-4 = ROS BOOK 3, PAGE 15,
SIMPSON PLS 1 1 /74.
R-5 = PLAT "A" GREENACRES
IRRIGATION DISTRICT
R-6 = ROS BK. 110, PG 64
BASIS OF BEARINGS:.
NO'15'44"W N-S CENTERLINE
OF GREENACRES (ASSUMED)
N+\Land 2004\04199-ABRAHAM\dwg\04199-FSP-B.DWG 7/26/2005 12112136 PM PST
66 ' P)
659.03' R-6
658.9 ' R-1
1300.21 (P)
1300.18' (R-1)
ABBREVIATIONS'
FND = FOUND
PR = PROPORTIONAL
M = MEASURE
P = PLAT
RB&C = REBAR AND CAP
IP = IRON PIPE
C = COMPUTED
PRO = PROPORTION
EQUIPMENT &' PROCEDURES
THE SURVEY PERFORMED HEREON WAS BY USE
OF A 5 SECOND THEODOLITE, DISTANCE METER,
SURVEY TAPE AND PLUMB BOBS. THE PROCEDURE
WAS BY FIELD TRAVERSE. CLOSURE WAS WITHIN
LEGAL LIMITS.
10
0)
0
z
FND BRASS CAP
AS PER (R-6)
0 25' 50'
SCALE: 1" = 50'
00 I CO 03
18 * 17
100'
, 2005
M in book
plats at page at the
RAMER & ASSOCIATES, L.L.0
•
day of
at
of short
request of
COUNTY AUDITOR
CITY OF SPOKANE VALLEY
DEPARTMENT OF CONIONITY DEVELOPMENT
Examined and approved this day of
, 2005.
DIRECTOR, SPOKANE VALLEY DEPARTMENT OF COMMUNITY DEVELOPMENT
CITY OF SPOKANE VALLEY
CITY ENGINEER
Examined and approved this
, 2005.
day of
CITY OF SPOKANE VALLEY CITY ENGINEER
SPOKANE COUNTY
DIVISION OF UTILITIES
Examined and approved this
, 2005.
SPOKANE UTILITIES DIRECTOR
day of
SPOKANE REGIONAL METH DISTRICT
Examined and approved this day of
2005.
SPOKANE REGIONAL HEALTH OFFICER
SPDXANE COUNTY TREASURER
I, Treasurer of Spokane County, Washington, do
hereby certify that all taxes which have been levied
and become chargeable against the land shown within
this map and described in the dedication of this date,
have been fully paid, satisfied and discharged.
Dated this day of
, 2005.
SPOKANE COUNTY TREASURER BY DEPUTY
SPOKANE COUNTY ASSESSOR
Examined and approved this day of
2005.
SPOKANE COUNTY ASSESSOR BY DEPUTY
SURVEYORS CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A
SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE CITY OF SPOKA
VAL SUBDIVISION ORDINANCE.
WRENCE E. BENSON, L.S. #18076
THIS STAMP IS NOT VALID UNLESS SIGNED
BY AN ORIGINAL SIGNATURE AND DATE
CITY OF SPOKANE VALLEY
SHORT PLAT SHP-23-04
PORTION OF SE1 /4 OF SECTION 7, T25N, R45E, W.M.
SPOKANE COUNTY, WASHINGTON
646,114e4/ e514449eietteik 2'2'1F
CIVIL ENGINEERS AND LAND SURVEYORS
14 W. GRAVES ROAD, SPOKANE, WASHINGTON 99218 (509) 467-5261
DATE: 07/26/05
SCALE. 1 "=50'
DRAWN BY: DRS
CHECKED BY: LEB
FIELD BOOK: L.L./DATA COL.
WILLIAM1 ABRAHAM.
1920 N. GREENACRES ROAD
SPOKANE VALLEY, WA 99016
PROJECT NO.
04199
SHT 1 OF 2