PE-1105-77 (2)AGENDA, MAY 13, 1977
SPOKANE COUNTY PLANNING COMMISSION
Time: (PLEASE NOTE TIME CHANGE)
Place:
PRETSMVNARY STTRDIVISTON AND ZC)NE CLASSIFICATION TTPGRADTNC
11. PE- 1105 -77, Silvey Subdivision
7E 83 -77. Agricultural Suburban
Residential
a. Location:
b. Sponsor:
c. Engineers:
d.
e.
f.
g.
h.
Site Size:
Number of Lots:
Land use proposed by sponsor:
Existing Zoning:
Proposed Zoning:
i. Water Source:
j. School District:
k. Environmental Impact:
whether or not this proposal will
— 11 —
LEPHONE NO.: 456 -2274
Friday, May 13, 1977, 8 :30 A_M
Conference Room A, County Court House Annex
(Use Mallon Avenue entrance)
to Single Family Residential and /or Two Family
Section 23,Township 25 N.,Range 44,E.W.M
The West 200 feet of the E 1/2 of the SE 1/4
of the NW 1/4 of the NW 1/4 of Section 23,
lying south of the Idaho and Washington
Railway Company, except the South 20 feet
thereof.
Michael W. Silvey
South 4303 Evergreen Road
Veradale, WA 99037
Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
2.8 Acres
6
Duplexes
Agricultural Suburban, est. July 9, 1964
Single Family Residential and /or Two — Family
Residential
Vera Water and Power District
Central Valley School District
A topic of discussion at this hearing may be
have a significant adverse environmental impact.
Q
NORTH
= 1 MILE
SCALE
MINUTES
MAY 13, 1977
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING
PE- 1105 -77 - SILVEY SUBDIVISION: SILVEY
ZE- 83 -77 - AGRICULTURAL SUBURBAN TO SINGLE FAMILY RESIDENTIAL AND /OR
TWO FAMILY RESIDENTIAL
Planning Commission Recommendation: Approve, subject to findings and conditions
listed below: (Vote was unanimous.)
A. FINDINGS
1. The proposed subdivision is located within the Spokane Metropolitan Area.
Specifically the proposal is located in the Spokane Valley, north of
Fourth Avenue between Adams Road and Evergreen Road.
2. Silvey Subdivision is situated within an area that has been designated as
suitable for residential development by the approved map of the Park and
Recreation Element of the Spokane County Comprehensive Plan and its
accompanying text. The Comprehensive Plan, as adopted by the Spokane
Regional Planning Conference, also designates the area as a residential
neighborhood. Boundaries of said neighborhood are Evergreen to the West,
Sprague to the North, Sullivan to the East, and loth to the South.
3. The applicant requests preliminary approval for the subdivision of approxi-
mately 2.8 acres into six (6) lots for duplexes, (a gross density of about
4 units /acre).
The lots in the proposed subdivision have been designed to accommodate
either single family dwellings or duplexes with a minimum lot size of
15,000 square feet and a minimum frontage of 100 feet.
5. The proposed subdivision appears to be a compatible extension of exist-
ing development in the neighborhood. Development to the north includes
scattered commercial uses, while development to the west and south
include the residential subdivisions of Renner Subdivision and Green
V liey Addition. Development to the east includes the St. Mary's Church
and grade school.
S. The site in question is currently vacant and the USDA has clasified its
cropland as II (good),
7. Public facilities and utilities appear to be suitable within the area to
serve the proposed subdivision to the following extent:
A. Water & Power: Vera Water and Power has stated that the district
can supply both water and power to the proposed sub-
division providing the developer complies with the
District's policies, rules and regulations. ,
(Cont' d)
-22 -
PE- 1105 -77 - ' SILVEY SUBDIVISION (Cont'd)
B. Sewage Disposal: The Spokane County Health District has approved
the proposal for individual on -site sewage disposal.
The District believes that such systems will have a
negligible immediate impact upon the water quality;
however continued urbanization in the area at this
density should be expected to have at least a moderate
impact upon the water quality at some time in the future.
C. Schools: The proposed subdivision lies within the boundary of
the Central Valley School District. The district antici-
pates that approval of this subdivision will have no
impact upon the district facilities.
D. Parks: No improved county parks are located within the area
and the County Parks Department has no present plans
for either site acquisition or major park improvements.
E. Police Protection: The Spokane County Sheriff's Department has
no comment regarding this proposal.
F. Fire Protection: Spokane County Fire Protection District #1 has
reviewed the proposal and the District states that both
mains and hydrants need to be installed to provide for
adequate fire protection.
C. Roads: Adequate county roads appear to be available to serve
the proposed subdivision if approval is granted. The
Spokane Regional Planning Conference adopted Trans-
portation Plan has designated Evergreen Road (to the
west of the proposal) as a principal arterial; while
4th Avenue (to the south) has been designated as a
collector.
8. The staff of the Planning Department has reviewed the environmental
checklist as submitted by the applicant, and the staff recommends that
a Declaration of Non- Significance be issued.
B. CONDITIONS
Specific conditions applicable to this plat are referenced below and found in
the attached supplement entitled ''Standard Conditions for Approval of Prelimi-
nary Plats - May, 1977 ",
NOTE: Any amendments to said conditions are stated separately and listed
below.
P -1 P -2 P -3 P -4 P -5 P -6 P -7 P -8 P-9 (June 1, 1978) P -13
E -1 E -2 E -3 E -4 E -5 1 -5 A -1 H -1
(Cont'd)
-23-
PE- 1105 -77 - SILVEY SUBDIVISION (Cont'd)
Upon the filing of the final plat 'upgrade Silvey subdivision to the Two Family
Residential (R -2) Zone classification.
Prior to the 'filing of the final plat, an on -site management system shall be
approved by the Spokane County Health District.
C. GENERAL DATA:
1. Location:
2.
Sponsor:
Engineers:
4. Site Size:
5. Number of Lots:
6. Land use proposed by
7. Existing Zoning:
8. Proposed Zoning:
9. Water Source:
10. School District:
11. Environmental Impact:
Section 23, Township 25 N., Range 44, E.
W.M. The West 200 ft of - E 1/2 of SE t1/4
of NW 1/4 of NW 1/4 of Section 22, lyg
S of Idaho & Wash. RR, except S 20 ft thereof.
Michael W. Silvey
South 4.303 Evergreen Road
Veradale, WA 99037
Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
2.8 acres
6
sponsor: Duplexes
Agricultural_ Suburban, est. July 9, 1964
Single Family Residential and /or Two - Family
Residential
Vera Water and Power District
Central Valley School District
A topic of discussion at this hearing may be
whether or not this proposal will have a significant adverse environmental
impact.
- 2 -
o 0 5
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON
RESOLUTION NO. 78 01.43
IN THE MATTER OF )
ESTABLISHMENT OF )
STREETS IN SILVEY'S )
SUBDIVISION ✓ )
COUNTY ENGINEER'S ROAD FILE NO. 2368
RESOLUTION - ESTABLISHMENT
This being the day set for the hearing on Spokane County Engineer's Report on
the proposed establishment of STREETS IN SIL SUBDIVISION
proceedings which were initiated by
Preliminary Resolution No. 78 -0037 , and it appearing to the Board on proof
duly made that-Notice of Hearing was published and posted in the manner and for the
time required by law, and the Board after examining the report and maps of the Spokane
County Engineer and all claims and papers on file and after hearing all other evidence
adduced at the hearing; and
IT FURTHER APPEARING That the rights of way have been dedicated as public
roads, 5o feet wide and that said roads area public necessity and the
same should be opened and established as _ County road's.
THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County,
Washington, that the hereinafter described roads as reported by the Spokane County
Engineer on the 9th day of February , 1978, being more particularly
described as fol off:
THIRD AVENUE - from west line of Lot 1, Block 1 to the center line of Beat Road.
BEST ROAD - from center line of Fourth Avenue north to cul -de -sac, except
1' strip shuwn as Lot 5, Block 1.
As shown on plat of Sllvey's Subdivision and located in the
Northwest Quarter (NW 1/4) of Section 23, Township 25 North,
Range 44 E.W.M.
3o
®.mss
-and as shown by the records and maps on file in the office of the Spokane County Engineer
be and the same hereby are established as _ County roads and the same shall be known as
THIRD AVENUE, AND REST ROAD
No. 2368. The road supervisor of the road district in which the said roads are located
is hereby directed to open and maintain the same for public use and travel.
PASSED AND ADOPTED By the Board of County Commissioners of Spokane County,
Washington, this 9th day of February , 197
BOARD OF COUNTY COMMISSIONERS
OF SPOKANE COUNTY WASHINGTON
ATT,ST RNON W. OHLAND
1 Fla nc.-i !MAIM
HARRY M. IARNED CHM.
JERRY C. KOPET
SINES
Mr..Mic w: Si].yey!;, "..
-- S. '4303•,Evergreen Road,
veradaie, Wa. 99037
•Enclosed is your Roadway Improvement Bond No. 019475, which 'we' are returning
to you for cancellation:., -The: work performed` under; this bond has been;, completed"
-to satisfaction or the` County: ., - •
ours very .t
Subject: Silvey Subdivision PE- 1105 -77; " •
;86,000.00 Sond
01_ ICE OF COUNTY ENCANEER
SPOKANE COUNTY, WASHINGTON
Dote AAA ‘( 6 ,z977
Inter office Communicotion
To PLANNING COMMISSION
F rom GARY REN'NALY, PLANNING & TRAFFIC DIVISION ENGINEER
Subject Pi I I n S 7 1 S I LVEY St o)1/iS,O .J
that conditional approval of the plat is given subject to dedication of Right of
:lay to the public and approval of the road system in the plat by the County Engineer;
that plans, profiles, and cross sections showing proposed street centerline and curb
grades be submitted to the County Engineer for approval prior to construction and
the filing of a final plat;
•
that drainage plans and design calculations showing the grades and alignment of drain-
age facilities be submitted to the County Engineer for approval prior to construction
and-the filing of a final plat;
construction within the proposed public streets and easements shall-be performed
under the direct supervision of a licensed land surveyor, who shall be responsible
for perpetuating all evidence of the location of survey monuments which may be
disturbed during construction and ..who shall furnish the County Engineer with "As
built" plans and a. certificate in writing that all improvements ware installed to
the lines and grades shown on the approved construction plans and that all disturbed
monuments have been replaced; -
no construction work is. to. be performed within the Public Right :of Way until a permit
has been issued by the County Engineer. All work is subject to inspection and approval
by the County Engineer;
all construction within the Public Right of Way is to be completed prior to filing
the final plat or a bond in the amount estimated by the County Engineer to cover the
cost of construction of improvements, construction certification, "As Built" plans,'
and ronumenting the street centerlines shall bellied with the County Engineer.
N o Acc.t=ss To 4'` Ave:'tuE
D€O%CAttor.t o f tO' R -tf.rt t eF u.na"l . p..1 4I41.
•
F2e,,,% LO
9440
OF SCE OF COUNTY ENG.L4EER
SPOKANE COUNTY, WASHINGTON
Inter- office Communication
To PLANNING COMMISSION
From GARY RENNALY, PLANNING & TRAFFIC DIVISION ENGINEER
Date
Ic.
Subject pc 1 1 n S 1 2E 83 '7 Si L ✓EY Suaohns - -o.,/
M ✓'�
,19
that conditional approval of the plat is given subject to dedication of Right of
Way to the public and approval of the road system in the plat by the County Engineer;
that plans, profiles, and cross sections showing proposed street centerline and curb
grades be submitted to the County Engineer for approval prior to construction and
the filing of a final plat;
that drainage plans and design calculations showing the grades and alignment of drain-
age facilities be submitted to the County Engineer for approval prior to construction
and the filing of a final plat;
construction within the proposed public streets and easements shall be performed
under the direct supervision of a licensed land surveyor, who shall be 'responsible
for perpetuating all evidence of the location of. survey monuments which may be
disturbed during construction and_who shall furnish the County Engineer with "As
.Built" plans and a certificate in writing that all improvements were installed to
the lines and grades shown on the approved construction plans and that all disturbed
monuments have been replaced;
no construction work is to be performed within the Public Right of Way until a'parmit
has been issued by the County Engineer. All work is subject to inspection and approval
by the County Engineer;
all construction within the Public Right of Way is to be completed prior to filing
the final plat or a bond in the amount estimated by the County Engineer to cover the .
cost of construction of improvements, construction certification, "As Built" plans,
and monumenting the street centerlines shall be filed with the County Engineer.
N o Access To 4 J� JEnl UI Flee, l 0 CS.
DeOlcsTtom of tot RA(. -,-. of w.oN o4 41-h. a iEVVe
Suhdlvlder:
Surveyor: Clarence
0
Michael Silvey
E.'Simpson Engineers, Inc.
The following specifications shal_l apply to the improvement
titled plat. No variance from these specifications will be
prior written approval of the Spokane County E'ad Engineer,
The Subdivider shall be solely responsible for all costs of
herein specified unless otherwise specifically stated.
-
SPOKANE COUNTY
PLAT ROAD!JAY IMPROVEMENT
SPECIFICATIONS
Plat Lame: Silvey Subdivision No. 19
of the roadways of the above
allowed without specific,
hereinafter called "Engineer ".
the roadway improvements
GRADING: The roadways shall be graded and shaped to the lines and dimensions of the
typical section attached and to the grade lines approved by the Engineer and on file in
his office. The graded roadway, subgrade, shall be constructed to an elevation below
the finish grade to allow for the thickness of surfacing and future pavement courses and
the subgrade shall be crowned as shown by the typical section. Compaction of the subgrade
may be required if it is deemed necessary by the Engineer. The subgrade shall be inspect—
ed and approved by the Engineer prior to the placing of any surfacing material.
CURBING: Required only when specifically noted on the typical section attached. When
required by the County or when required by the Subdivider as a condition of sale, curbing
shall conform to these specifications: Curh shall conform to County Standards available
from the Engineer's Office. Curb grades shall be those approved by the Engineer. Whether
required or not, no curb shall be installed in the roadways without a written permit from
the Engineer. ,
SURFACING: The types, width of courses, and compacted thickness of surfacing material
required to he placed on the roadways is shown on the typical section. The following are
specifications for the various types of curfacing materials:
Pit Run Material shall be natural gravel, talus or shot rock from a
source approved by the Engineer. Normally the maximum particle size
shall_ not be greater than two - thirds of the compacted course thickness.
In order to satisfy this requirement the Engineer may require that_the
natural occuring material be screened or run through a jaw crusher
before being placed on the roadway.
Base Course Material shall be crushed rock or gravel being well graded'
from l4" maximum size to dust. The material shall have sand equivalent
test value of not less than 40.
Top Course Material shall be crushed rock or gravel being well graded from
5 maximum size to dust. The material shall be well fractured and shall
have a sand equivalent test value of not less than 40.
All. surfacing materials shall be subject to the approval of the Engineer and he shall be
notified of the sources of such materials within sufficient time to allow for inspection
prior to the placing of the materials on the roadway. Compaction of the surfacing courses
may be required if it is deemed necessary by the Engineer.
DRAINAGE: County Standard catch basins, culverts and other drainage facilities shall. be
installed at the locations shown on the approved drainage plan on file in the Engineer's
Office. Gravel backfill will be required for catch basins only when specifically called
for. Installation of all required drainage facilities shall be subject to the approval
of the Engineer. If a piped storm drainage system is required, detailed plans, design
calculations and maps of the system shall be submitted to the Engineer for approval and
a written permit secured prior to the actual installation of any part of the system.
PAVEMENT: Required on]v when specifically noted on the typical section attached. Whether
required or not, any pavement placed on the roadway shall conform to the requirements of
the ' !ashington State Highway Specifications for the type of pavement q
.s l
involved, unless written modification and, approval is given by the Engineer. No
pavement shall be placed on the roadways without a written permit from the
Engineer.
ENGINEERING: All en required to satisfactorily complete the improvements
herein required, such as staking of roadway grades, curbs, etc., shall be provided
by he Subdivider at his cost.
CGMPLETION: The improvements herein required shall be completed on or prior to the
date specified on the Subdivision Roadway ImprovementBond, unless said date be
extended by the Engineer. Extension of time for completion shall in no way nullify
any of the requirements of these specifications. When the Engineer has inspected
and approved the completed improvements he will give written notice to the Subdivider
of such approval. Only such written notice will release the Subdivider of the
requirements of these specifications.
APPROVED
APPROVED
_2_
By
S7
Robert S. Tanner, P.E.
Spokane County a . -er
1 lx
. 1977 "
1
Pioneer National Title Insurance Company
WASHINGTON STATE DIVISION
SUPPLEMENTAL TITLE REPORT
Your Loan No.
To: MICHAEL SILVEY
SOUTH 4303 EVERGREEN ROAD Our Order No. C- 114)05
VERADALE, WASHINGTON 99216 '(Morlgog.
• (Purchaser
CC: SPOKANE LU PLANNING
COMMISSION
CC: CHUCK SIMPSON
There has been no change in the title to the property covered by our preliminary report since
JULY 18 ,19 77, at8A.M.
Except as set forth below:
1. LEGAL DESCRIPTION IS AMENDED TO READ AS FOLLOWS:
SEE SCHEDULE "A -1." ATTACHED.
24TH
AUGUST
Dated as of the _ day of
Pioneer National Title Insurance Company
V /171 1.,WA•HINOTON STATE DIVISION
,19 ,8A.M.
ECE1 E
AU G 2 4 1977
SPOKANE COUNTY
PLANNING DEPARTMENT
PARCEL 1
THE WEST 200 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 23;
TOWNSHIP 2! NORTH, RANGE 44 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON
EXCEPT THE SOUTH 20 FEET;
PARCEL 2
SCHEDULE "A -I"
THE. NORTH 200 FEET SOUTH OF THE IDAHO AND WASHINGTON RAILWAY COMPANY
RIGHT OF WAY OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTH-
WEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 23,
EXCEPT THE WEST 200 FEET THEREOF.
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AGENDA, JUNE 17, " m°LEPHONE NO.: 456 -2274
SPOKANE COUNTY P T —NG COMMISSION
Time: Friday, June 17, 1977, 9:30 A.M.
Place: Conference Room A, County Court House Annex
(Use Mallon Avenue entrance)
PRELIMINARY STTRDIVTSTON — AREA EXTENSION OF PRFVTOTTST,Y APPROVED APPLICATION
2. PE- 1105 - 77, Silvey Subdivision
7E 83 -77, Agricultural Suburban to Two — Family Residential
a. Location: Section 23,Township 25 N. ,Range 44,E.W.M.
The West 200 feet of the E 1/2 of the SE 1/4
of the NW 1/4 of the NW 1/4 of Section 23, except the South 20 feet; and the
North 200 feet south of the Idaho and Washington Railway Co. R/W of the E 1/2
of the SE 1/4 of the NW 1/4 of the NW 1/4 of Section 23, except the West 200
feet thereof.
b. Sponsor: Michael W. Silvey
South 4303 Evergreen Road
Veradale, WA 99037
Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
3.5 Acres
8
Duplexes
Agricultural Suburban, est. July 9, 1964
Two — Family Residential
Central Valley School District
Vera Water and Power District
The original preliminary plat was approved by
the Spokane County Planning Commission after
a public hearing held on May 13, 1977 for conditional approval to June 1, 1978.
Additional property has been acquired by the sponsor which is included in the
revised legal description and would provide two additional building sites to the
previously approved preliminary plat.
1. Environmental Impact: A topic of discussion at this hearing may be
whether or not this proposal will have a significant adverse environmental impact.
c. Engineers:
d.
e.
f.
g.
h.
1.
J.
k.
Site Size:
Number of Lots:
Land use proposed by sponsor:
Existing Zoning:
Advertised Zone Upgrading:
School District:
Water Sourve:
Reconsideration:
— 13 —
Scale:
tilt I! trnkr
CHARLES U. ANDERSON
VICE PRESIDENT AND COUNTY MANAGER
REFER TO: C- 114905
MICHAEL SILVEY •
SOUTH 4303 EVERGREEN ROAD
VERADALE, WASHINGTON 99216
SUBJECT TO:
A T1COR COMPANY
Pioneer National Title Insurance Company
WEST 521 FIRST AVENUE • SPOKANE. WASHINGTON 99210 • TELEPHONE (809) 838.5281
REPORT FOR PLAT CERTIFICATE
CONTINUED
PROPOSED PLAT OF: SILVEY
SUBDIVISION
CC: SPOKANE COUNTY PLANNING
COMMISSION
CC: CHUCK SIMPSON
THIS IS A REPORT FOR PLAT CERTIFICATE AS OF JULY 18, 1977 AT 8:00
A.11., COVERING THE FOLLOWING PROPERTY:
••T-HE - WEST 200- -FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE NORTH-
WEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 25 NORTH,
RANGE /44 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON, <d
CEXCEPT THE SOUTH 20_F_E.E. ,J AND THE NORTH 200 FEET SOUTH OF THE IDAHO AND
WASHINGTON RAILWAY COMPANY RIGHT-OF-WAY THE EAST'HALF OF THE SOUTH-
EAST QUARTER OF THE NORTHWEST QUARTER - OF THE 'NORTHWEST QUARTER OF SECTION
23,
EXCEPT THE WEST 200 FEET THEREOF. 7
RECORD TITLE IS VESTED IN GEORGE GOODCHILD AND A. MARY GOODCHILD,
HIS WIFE.
1. LAST HALF GENERAL AND WEED TAXES FOR 1977, IN THE SUMS OF $96.90 AND
$94.47.
(RESPECTIVE ASSESSOR'S PARCEL NOS. A23542 -9079 AND B23542 -9079)
2. LIEN OF REAL ESTATE EXCISE SALES TAX UPON ANY SALE OF SAID
PREMISES, IF UNPAID.
3. LAST HALF IRRIGATION ASSESSMENT OF $19.00, BY VERA IRRIGATION
DISTRICT NO. 15, FOR 1977, WHICH WILL BE DELINQUENT DECEMBER 1ST,
IF UNPAID.
NOTE: THERE WILL BE A $1.00 DELINQUENCY CHARGE BY THE SPOKANE COUNTY
TREASURER, IF UNPAID.
,E 2
r .' 114905
LAT CERTIFICATE
4. UNRECORDED CONTRACT OF SALE, CONSTRUCTIVE NOTICE OR DISCLOSURE
OF WHICH IS GIVEN BY RECITAL IN INSTRUMENT HEREIN SET FORTH,
- DISCLOSED BY : NOTICE OF REAL ESTATE CONTRACT
INSTRUMENT DATED : JUNE 20, 1977
RECORDED : JUNE 22, 1977
AUDITOR'S NO. : 7706220400
CONTRACT DATED JUNE 20, 1977
VENDOR (12 GEORGE G000CIIILD AND A. MARY G00DCHILD, HIS WIFE
VENDEE /�: F. SILVEY AND DOROTHY ANN SILVEY, HIS WIFE;
l AND MICHAEL W. SILVEY AND CLARE SILVEY, HIS WIFE
6
NOTE:
NO CHARGE
FP /LH
SAID PREMISES LIE WITHIN THE BOUNDARIES OF VERA IRRIGATION DISTRICT
NO. 15, AND ARE SUBJECT TO ASSESSMENT BY SAID DISTRICT.
FOR INFORMATION CONTACT:
JOE CUSTER
NORTH 601 EVERGREEN ROAD
SPOKANE, WASHINGTON 99216
924 -3800
THIS REPORT SHALL HAVE NO FORCE OR EFFECT EXCEPT AS A BASIS FOR
THE CERTIFICATE APPLIED FOR.
PIONEER NATIONAL TITLE INSURANCE COMPANY
SPOKANE COUNTY OFFICE
1
AUTHORIZED SIGNATORY
.4
So
the Company has not surveyed the premises sketch O.
The sketch below is furnished without charge solely ,tor the power:
of assiitinp_in locating said premises and the Con 6e1 a25umcs
••:18.114aP.dity Io,. rna cculaelcs therein. II dugs nut purport to show ALL
. .: lughways, ads 2nd easernonls adjoidur or affecting said. premised. '• > }
( 23)
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K?i4 rt /J
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20o
Scale 1 Inch to 2 00 Feet
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F oie th A e. N6. /803 40
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PRELIMINARY SUBDIVISION - AREA EXTENSION OF PREVIOUSLY APPROVED .
PPLICATICN
PE- 1105 -77 - SILVEY SUBDIVISION: SILVEY
ZE- 83 -77 - AGRICULTURAL SUBURBAN TO D1v0- FA1.6ILY RESIDE:?TIAL
MINUTES
JUNE 17, 1977
Planning Commission Recommendation: Approve, subject to the findings and
conditions as folloWs: (Vote was unanimous).
I. FINDINGS:
A. Silvey Subdivision was approved by both the Planning Commission
and Board of County Commissioners in Way, 1977. The proposal at
that time was for the subdivision of approximately 2.8 acres into
six (5) lots, all for duplexes.
B. The applicant has obtained additional property since the proposal
was given conditionat approval arid he is now desirous of adding
two (2) additional lots (.7 of an acre) to the original submittal to
bring the total number of Lots to eight (8).
C. The two (2) addidonal lots are of sufficient frontage and size to
accommodate duplexes.
D. The addition of two (2) Lots to the proposal would have no signifi-
cant adverse Impact upon the public facilities and utilities as
described in the Planning Commission rninures of May 13, 1977.,
E. The staff has reviewed the environmental checklist submitted by the
applicant and the staff finds that no significant adverse impacts
will likely result and a declaration of Non - Significance should be
Issued.
II. CONDITIONS:
Condition P -1 should be changed to P -1 (revised).
B. Upgrade Silvey Subdivision (revised) to the Two - Family Residential
Zone Classification, upon the filing of the final plat.
- 13 -
FE- 1105 -77 - SILVEY SUBDIVISION (Minutes Continued)
III. GENERAL DATA:
A. Location: Section 23,Township 25 N.,Range 44, E.W.IVi.
The West 200 feet of the E 1/2 of the SE 1/4
of the N'iv 1/4 of the NW 1/4 of Section 23, except the South 20
feet; and the North 200 feet south of the Idaho and Washington
Railway Co. R/VI of the E 1/2 of the SE 1/4 of the NW 1/4 of the
MW 1/4 of Section 23, except the - Vest 200 feet thereof.
B. Sponsor: iv=tchae17'. Siivey
South 4303 Evergreen Road
Veradale, WP 99037
C. Engineers: Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
E. Site Size: 3.5 acres
E. Number of lots: 8
P. Land Use proposed by sponsor: 'Duplexes
G. Existing Zoning: Agricultural Suburban, Est. July 9, 1964
N. i dvertised Zone Upgrading: Two - Family Residential
I. School District: Central Valley School District
J. Water Source: Vera Water and Power District
K. Reconsideration: The original preliminary plat was appoved by
the Spokane County Planning Commission after
a public hearing held on TCay 13, 1977 for conditional approval to
June 1, 1978. Additional property has been acquired by the sponsor
which Is included in the revised Legal description and would provide
two additional building sites to the previously approved preliminary
plat.
L. Environmental Impact: P topic of discussion at this hearing may be
whether or not this proposal will have a
significant adverse environmental impact.
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XNOW ALL MEN BT THESE PRESENTS, that S. George Goodchild and A. Mary Goodchild, husband and wife, Maurice
F. Silvey and Dorothy Ann Silvey, husband and wife, and Michael W. Silvey and Clare Silvey, husband and
wife, have caused to be platted into lots, block, and streets the land Shown hereon as "SIEVE SUBDIVISION "
and described as follows;
The West 200 'feet of the East 1/2 of the Southeast 1/k of the Northwest i/4 of the Northwest 1/4 of
Section 23, T.25 N., R.44 E.W.M. , in Spokane County, Washington, Except the South 20 feet; and I.rcQ.l Z the Nor *h
200000 feet South of the Idaho and Washington Railway Company Right-of-Way of the East 1/2 of the Sbuth-
east i/4 of the Northwest 1/4 of the Northwest 1/1+ of Section 23, Except the West 200 feet thereof.
No more than one dwelling structure be placedon any one lot, nor shall any lot be further subdivided for
the purposes of creating additional lots or building sites without filing a replat.
A public water system as approved by County and State Health Authorities and the local fire district and
water supplier (purveyor) will be installed within this plat, and the subdivider will provide for individual
service to each lot prior to sale of each lot.
The plattor does hereby dedicate forever the streets shown hereon for public road purposes.
An Electrical and Water facility easement 10 feet in depth along lot line from front corner, and 10 feet
in width being 5 feet on each side of lot line is hereby provided as shown
Lot 5, Block 1 as shown hereon is hereby dedicated to Spokane County as general County property to be
deeded for road purposes forever at such time as the adjacent land is platted.
PURSUANT. TO W.A.C. 245 AN ON! SEWAGE MANAGEMENT SYSTEM SHALL BE CREATED WHICH IS
SATISFACTORY TO THE SPOKANE COUNTY HEALTH DISTRICT.
IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal. this
STATE OF OREGON
COUNTY OF
) SS
approved this
xaralned and approved this
S. George Goodchild
;II
r
A. Mary Goodchild
On this day of t -' , 1977, before me personally appeared S. George Goodchild and A.
Mary Goodchild, husband and wife, as the individuals who executed the within and foregoing instrument and
acknowledge the same to be their free and voluntary act and deed for the uses and purposes herein mentioned.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed Y- official seal the day and year first above
written.
My commission expires,,. i; $ n'' Notary Public' in and for the State of Oregon
Oregon
on
residing . at 4 . � �I) �,,:;� �^' ;� -: g
STATE OF-WASHINGTON )SS
C OF SPOKANE )
On this day of , 1977, before me personally appeared Maurice F. Silvey and
Dorothy Ann Silvey, husband and wife, and Michael W. Silvey and Clare Silvey, husband and wife, as the
individuals who executed the within and foregoing instrument and acknowledge the same to be their free
and voluntary act and deed for the uses and purposes herein mentioned.
Il'�. " :WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written.
mmissioa expires Notary Public in and for the State of Washington
residing at Washington
certify that the required taxes on the herein platted land have been paid this ,[! a4 day of 94E -t
Examined and approved this dj day of aa.,
xamined and approved this 2i4 p - day of
xam .ned and approved this ZS
day of Au- , ,1377
day of
.j 4gday . of
-A .
Maurice F. Silvey Michael W. Silvey
Dorothy Ann Silvey Clare Silvey
ACKNOWLEDGEMENT
COUNTY OFFICIALS
,1977 m !r -. - By
pokane County Assessor
,1977
By
SpoKand- County Treasurer
Spokane County Engine
Spokane County Plann
,1977 „.. f
e Co r ' ommis 1.s Chairman
.� ..ma
, 1977 y '- r 24.4.: .- .4.4A. °. �pp Z. , .
County Health District Fiealth.Officier
Spo: %ai
day of. , 1977.
put
Depu
1977
BY ,r�,lr
.g Commission Chairman Planning
Director
}
7 7 °9/
0
° !2 12t5PM
. r!hii i1k;V WASH.
1 ' U T Y
0
ENGINEER'S CERTIFICATE
I, Clarence E. Simpson, a licensed Civil Engineer and
Land Surveyor, hereby certify that this plat represents
a true copy of he official record and survey made by me,
and that the lot corners and monuments have been set.
4
LEGEND
Clarence E. Simpson
Professional Engineer an d La d
Surveyor
The bearing of N 89°57'00” E for the centerline of Fourth Avenue,
per Renner Subdivision was used for the basis of bearing for this
plat.
• MON. & CORNERS FOUND (AS NOTED)
O MON. a CORNERS SET V2" REBAR TAG NO. 706
gium■SUBDIVISION BOUNDARY
15 4. 14
22 23�
FOUND BRASS MONUMENT
as per County Notes on file
1 10.8 .
_ -
-- , s
V
FOUND MONUMENT
N
Found 1/2 Pin
20.3 74.8
I
Ih.
e.
t,sr
I 6.
Cr:
in
993.19
WITH COPPER WIRE
no references
accepted as corner
(
a
eamarmseasso as No err ramessaraorogilana
93.0'
( s 1♦
AUGUST, 1977
SCALE I 50'
tr1
20
C';
r •1
748'
D►
102.8
N
M
ti
i Found 1/2" Pin
102.9'
— _ —
® IS
Found 3/4" Pipe - N 89 °48 E -- - - 330.98' --
U
1
;v
N
0
0
0
0
0
0
0
CM ST. P & P RR COMPANY
Found I /2" Pin
130.01'
" 3RD 17 5.00' AVENUE
N 89 57'00" E
tn
t • N
" j76P and 129.99'
I /2" Pin
0
D
0
cri
" 4TH 1.
N 89 °57'
00"E
SPRAGUE AVENUE
S 89 °49'49 "W
ISM
1 75.00'
BLOCK
2
E 8, W EASEMENT
13, 50'
N82° 33 44 W(R)
0
E & W EASEMENT
1 50.00'
N 89 57'00 "E
2
150.00'
N 89° 57'00 "E
E 8 W EASEMENT
150.00
N 89° 57'00 "E
4
130.01
4 __
'L O O \
•
2 Ati
FINAL
0
0
v
0
0
PLAT
2647.09
0
O 0
25' 2
9 _
1' Strip
25' 24' Lot 5, Block I
co
0
v
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N
0
0
0
0
z
asap es
25'
5
1
O
O
th
175;00 AVENUE
- _ 200. 00 --
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M
.11•1•1•11* 11101111.
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155.98'
4.
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� d ° .
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• N 8 1 2. 1 8 ,.,E (l
89 48'34 "W 131.'01
1
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0
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Found .3/4
.'
1468.
SILVEY SUBDIVISION
A PLAT IN THE SE 1/4 OF THE NW 1/4 O TFtE
NW 1/4 OF SECTION 23, T 25 N., R.44 EWM
SPOKANE COUNTY, WASHINGTON
CLARENCE E. SIMPSON ENGINEE
SPOKANE, WASHINGTON
•
-
'l>l?
er Cou.r
SCALE:
FOUND BOAT SPIK
WITH WASI-fiER
MARKED SP CO.:
•
kSE ANALYSIS CF SILVEY SLBDIVISION 9
(OR: SIMPSCN ENGINEERS
N909 ARGCNNE RD
SPuKANE WASH 99206
926-1322
.D BY: SPOKANE COUNTY ENGRS
08/15/77
AND 3 BLCCK 2 ARE ICENTICAL
EA STATISTICS FOR: SILVEY SLECIVISION C8/15/77
AREA =
_ACCU.Pi AREA =
D1FF =
AREA =
ACCUN AREA =
DIFFERENCE =
)ENSITY: 2 LCTS/ACRE
)ENSITY: 3 LETS/ACRE
›T LOT: 15E87, SC FT
31 LOT: 12632. SO FT
3E LOT: 13E67. SQ FT
: LOTS: 8
56287. SO FT (
56287. SO FT (
O. SO FT
53052. SO FT (
53053. SO FT (
O. SO FT
1 SL N 0 1 32W 192.410 192.410
1 SL N 39 43 34E 330.98C 1.101 330.978
1 SL S C 1 59E 200.000 200.000 0.115
1 SL 5 89 48 34W 131.010 0.438 •
1 SL N 0 1 32W 42.190 42.190
1 SL N 89 58 28E 20.000 C.009 2C.CCC
1 SL N 43 5 19W 20.0110 14.426
+CLRVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT =
1 SL N 43 50 19W 45.000 32.458
1 SL 5 43 47 15W 45.000 32.486
-CLRVE: DELTA = 272 22 26 RADIUS = 45.000 LENGTH = 213.922 TANGENT =
1 SL 5 43 47 15W 20.000 14.438
1 SL N 89 58 28E 20.000 0.009 20.000
+CLRVE: DELTA •= 46 11 13 RADIUS = 2C.CCC LENGTH = 16.122 TANGENT =
1 SL S o 1 32E 15.120 15.12C C.CC7
1 SL S 89 58 28W 20.000 0.009 2
1 SL S () 3 OE 20.000 20,00C C.C17
+CLRVE: DELTA = 89 58 32 RADIUS = 20.000 LENGTH = 31.407 TANGENT = 1
1 SL S 89 57 JW 13C.C1C C.113 13
1 •1 N 0 1 32W 105.000 105.000
1 1 5 82 33 44E 131.500
1 1 S 82 33 44E 45.0OO
1 1 S 43 47 15W 45.000
-CLRVE: DELTA = • 53 39 1 RADIUS = 45.000 LENGTH
1 1 5 43 47 15W 2C.CCC
1 1 • N 69 58 28E 20.000 0.009
+CLRVE: DELTA = 46 11 13 RADIUS = 20.000 LENGTH
1 1 S 0 1 32E 15.120
1 I S 89 58 28W 20.000
1 1 5 0 3 OE 20.000
+CLRVE: DELTA = 89 58 32 RADIUS = 2C.CCC
1 1 S 89 57 0W 130.010
1
1
1
1
1 2 N 92 33 44W 45.000
-CLRVE: DELTA = 82 32 12 RADIUS =
1 2 N 82 33 44W 131.50C
1.29 ACRES)
1.29 ACRES)
1.22 ACRES)
1.22 ACRES)
ELCK LOT BEARING DISTANCE
PLAT BDRY
PLAT BCRY
PLAT BDRY
N 0 1 32W 627.240 b27.240
N 39 48 34E 330.980 . 1.101 330.978
5 0 1 59E 200.000 200.000 C.115
PLAT BDRY 5 89 48 34W 131.010 0.436
FLAT BCRY 5 C 1 32E 421.73C 427.73C 0.191
PLAT BDRY S 89 57 OW 200.000 C.175
1 CL N
1 CL N 89
1 CL S 0
1 CL S 89
1 CL S 0
1 CL S 89
1 CL N 0
1 CL S 89
2 N 0 1 32W
2 N 89 48 34E
2 3 0 1 32E
2 S 1 32E
2 CL N 0 1 32W 409.830 . •409.830
2 CL N 57 CE 175.000 C.153
2 CL S 0 1 32E 409.830
2 CL S 39 57 OW 175.000
2
1.
48
1
48
1
57
1
57
32W
34E
59E
34W
32E
. 0W
32W
OW
1 N 0 1 32W 87.410 37.410
2 4 N 0 1 32W
. . •
87.410
175.000
55.830
45.000
• .....• . .
217.410 217.410
330.980 1.101
200.000
131.010
427.730
1----.LATITUDES ----1 1--- DEPARTURES
NORTH SOUTH EAST WE
628.341 628.340 331.284 33
AREA0= 151693. SC FT ( 3.48 A
25.000 0.022
409.830 409.830
175.000 0.153
87.410
0.582
330.978
200.000 C.115
0.436
427.730 0.191
628.341 62E.340 331.284 33
• AREA = 7975. FT t 1.84 A
282.603 282.602 371.118 37
AREA = 56287. SO FT ( 1.29 A
5.825
45.000 LENGTH =
17.023
17.023
5.825
32.486
= 42.137
14.43E
= 16.122
15.12C
0.00S
20.000
LENGTH = 31.407
0.113
65.83C
45.000 •
110.840 110.83C
AREA = 15E87.
1 3 N 0 1 32W 65.830 65.830
1 3 N 89 48 34E 155.980 0.519
1 3 S 0 1 59E 90.000
1 3 5 82 12 18W 112.440
1 3 5 82 12 18W 45.000
1 3 N 0 1 32W 45.000 45.000
-CURVE: DELTA = 82 13 50 RADIUS = 45.000 LENGTH = 64.584
409.830 •
0.153
2 2 S 89 57 OW 150.000 0.131
■■■i■■■s■
130.394
44.621
TANGENT =
20.000
TANGENT =
0.007
174.999
C.C29
0.020
13
2C
13
2
17
13
1
3
3
-4
1
3
2
1
2
0.017
TANGENT = 1
13
105.009 105.014 195.039 19
AREA = 13558. SQ FT ( 0.31 A
64.824 TANGENT = 3
13
175.048 11
SC FT ( 0.36 A
155•979
90.000 0.052
15.250 11
8.103
TANGENT =
1 4 N C 1 32W 42.190 42.19C
1 4 N 89 58 28E 20.000 0.009 20.000
1 4 N 43 50 19W 20.000 14.426
+CLRVE: DELTA = itb 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT =
1 4 N 43 5C 19W 45.000 32.458
1 4 N 82 12 18E 45.000 6.103 44.584
-CLRVE: DELTA = 53 57 23 RADIUS = 45.000 LENGTH = 42.377 TANGENT
1 4 N 82 12 18E 112.440 15.250 111.401
1 4 S C 1 59E 110.000 110.000 0.063
1 4 5 89 48 34W 131,01C 0.436
110.436 110.436 178.049
. AREA = 12832. SC FT ( 0.29 A
175.000
0.183
2 SL • •N„ 0 1 32W 354.830 • 354.630 •
200 SL 4 57.. 'OE . 129.99.00- C.113 .• 129.99
• . 2 SL 5 • 0 3• OE • 20.000 20.000 •0.017 .
2 SL N 89 58 28E 20.000 0.009 20.000
+CLRVE: DELTA = 90 1 28 RADIUS = 20.000 LENGTH = 31.424 TANGENT =
2 SL 5 C 1 32E 314.830 314.830 0.140
2 SL 5 89 58 28W 20.000 C.009
2 SL 5: . 0 3 0.E.: 20.000 :20.000 0
+CURVE: DELTA = 89 58 32 RADIUS = 20.000 LENGTH = 31.407 TANGENT =
2 SL 3 89 57 OW 130,010 0.113
2 1 N 89.57. OE 129.990 0.113 129.990
2 1 5 0 3 OE 20.000 20.000 0.017
2 1 N 89 58 28E 20.000 0.009 20.000
+CLRVE: DELTA = 90 1 23 RADIUS = 20.000 LENGTH = 31.424 TANGENT
2 1 S 0 1 32E 67.400 67.400 0.030
2 1 S 89 57 OW 150,000 0.131
2 2 N ti I 32W :90.000 90.000
2 2 N 89 57 OE 150.000 0.131 150-000
2 2 S 0 1 32E 90.000 90.000 0.040
13
3'
111.349 111.353 156.031 15
AREA = 14211. SC FT ( 0.33 A
1
3
2
17:
409.983 409.983. 175.183 17!
AREA = 71720. SO FT (. 1.65' M
21
• 21
131
354.952 354.952 15C.165 151
AREA = 53052. 50 FT 1.22 AI
2(
15(
•Ilm• v..** .110,
87.532 37.531 150.037 15(
AREA = 13025. SO FT ( 0.30 A(
■■••• ARNO* •■•■••11
90.131 90.131 150.040 15(
AREA = 13500. SC FT ( 0.31 A(
87.420 87.42C (
2 .4 N 89 57 OE 150.000 0.131 150.000
2 4 S 0 1 32E 67.430 67.430 C.C30
2 4 S 89 58 28W 20.000 0.009 2(
2 4 5 0 3 GE 20.000 20.000 0.017
+CLRVE: DELTA = 89 5332 RADIUS = 20.000 LENGTH = 31.407 TANGENT = lc
2 4 5 89 57 OW 130.010 0.112 13(
87.5.51 87,552 150.047 15(
AREA = 13027. SO FT ( 0.30 A(