PE-996-76,r
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING
2. DE- 996 -76, Fairacres Replat No. 1
ZE- 21 -76, Agricultural to Single Family Residential (R -1)
a. Location: Section 9, Township 25 N., Range 44, E.W.M.
Lots 17 through 28 of Fairacres.
b. Sponsor: Peter Goldberg
East 11222 Fairview Avenue
Spokane, Washington 99206
c. Engineer: Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, Washington 99206
d. Site Size: 11.8 acres
e. Number of Lots: 37
f. Land Use Proposed by Sponsor: Single family dwellings
g. Existing Zoning: Agricultural, established April 24, 1942
h. Advertised Zone Upgrading: Single Family Residential (R -1)
i. Water Source: Irvin Water District
j. School District: East Valley School District
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STAFF RECOMMENbAITONS
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION .UPGRADING
PE- 996 -76 - FAIRACRES REPLAT NO. 1: GOLDBERG
ZE- 21 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1)
Staff Recommendation: Approve, subject to the following conditions:
A. CONDITIONS:
1. That the plat be designed as indicated on the preliminary plat of record
and /or attached sheets as noted.
2. That a statement be placed in the dedication to the effect that no more
than one dwelling structure be placed on any one lot, nor shall any lot
be further subdivided for the purposes of creating additional lots or
building sites without filing a replat.
3. That the plat provide for right of way width for streets as indicated on
the preliminary plat of record.
4. That appropriate street names be indicated.
5. That appropriate utility easements be indicated on copies of the approved
preliminary plat for distribution to the Planning Department and the utility
companies. Written approval of the easements by the utility company
must be received prior to the submittal of the final plat.
6. That a plan for water facilities adequate for fire protection be approved
by the water supplier and fire protection district. Said water plan must
also have been approved by the appropriate health authorities. The
health authorities, water supplier (purveyor), and fire protection district
will certify prior to the filing of the final plat, on the face of said water
plan that the plan is in conformance with their requirements and will
adequately satisfy their respective needs. Said water plan and certifi-
cation will be drafted on a transparency suitable for reproduction.
The water supplier (purveyor) will also certify prior to the filing of the
final plat on a copy of said water plan that appropriate contractual
arrangements have been made with the plat sponsor for construction of
the water system, in accordance with the approved plan, and in accor-
dance with a time schedule. The time schedule will provide, In any case
for completion of the water system and inspection by the appropriate
health authorities prior to application for building permits within the
plat. The contractual arrangements will include a provision holding
(C ont' d)
-5-
PE- 996 -76 - FAIRACRES REPLAT NO. 1 ( Cont'd)
Spokane County and the water supplier (purveyor) harmless from claims
by any lot purchaser refused a building permit due to the failure of the
plat sponsor to satisfactorily complete the approved water system.
The plat dedication will contain a statement to the effect that the pub-
lic 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.
NOTE: The Spokane County Health District has determined that the
soil conditions in the plat are suitable for on -site sewage
disposal systems on each lot.
7. That a certificate of title be furnished the Planning Commission prior
to the filing of the final plat.
8. That the preliminary plat be given conditional approval to April 1, 1977.
9. That streets be improved to standards established by Spokane County
or a bond to cover the cost of such improvements be furnished the
County Engineer. The bond may also cover the cost of "as built"
plans, engineering costs, and placing of final center line monuments.
Frederick Avenue shall be opened and improved to County standards.
10. That profiles of streets, cross sections, proposed grades, and drainage
plan of the plat be submitted and approved by the County Engineer and
by the Planning Director before the final plat Is drawn. Prior to accept-
ance of the improvements or release of bonds, a certificate ly a regis-
tered civil engineer or licensed land surveyor will be required indicating
that all improvements have been installed to the lines and grades shown
on the approved construction plans.
11. Conditional approval of the plat is given subject to the dedication of the
right of way to the public and approval of the road system in the plat
by the County Engineer.
12. That a name be indicated before the final plat is filed; such name to be
approved by the County Assessor and the Planning staff.
(Cont'd)
-6-
PE- 996 -76 - FAIRACRES REPLAT NO. 1 (Cont'd)
B. BACKGROUND:
The proposed plat is a repi13t of Fait Subdivision which was filed in
1908. The lots were originally platted into 62 lots of approximately
40,000 square feet a piece.
C. ANALYSIS INCLUDING ENVIRONMENTAL ASSESSME NT:
The proposed plat is located in the urbanizing area of the Spokane Valley
lying approximately 700 feet south ofTrent.Road with Bowdish Road adjacent
to the east side of the plat. The proposal consists of 37 lots on 11.8 acres
of property, each lot having approximately 12, 000 square feet of area.
The site is primarily flat which gently slopes up to Bowdish Road on the east
end of the property. The property is currently being used for animal keeping
with some evidence of grass as the only existing vegetation. The natural
state of the property should pose no picblems in road construction, drainage
control, location of building sites, or getting access to the building sites.
The road system has been designed to connect existing County roads, and
proper attention has been given to assure access to adjacent ownerships.
Special attention was given to determining the frontage direction of the lots
on the east end of the plat. The staff concluded that since the lots on the
east side of Bowdish Road had side yard screening and were also partially
screened by grade separation that fronting the six lots onto Bowdish Road
would not have a negative effect on the privacy of the lot owners across
Bowdish Road.
The staff is of the opinion that if the preliminary plat were approved and
developed to the above - stated conditions, the proposed plat would not have
any greater effect upon the topography, geology, biological and botanical
characteristics, atmospheric and aquatic conditions and other natural develop-
ment than similar residential uses established in the area. Therefore, the
staff concludes that an environmental impact statement is not required in
conjunction with approval of the proposed plat.
D. ZONING RECOMMENDATION:
Planning Commission Recommendation: Aoorove Fairacres Reolat No. 1 as
indicated on the preliminary plat of record to the Single Family Residential
Zone (R -1) classification noon filing of the final plat.
-7-
( Cont'd)
PE- 996 -76 - FAIRACRES REPLAT NO. 1 (Cont'd)
ANALYSIS
1. The lots in Fairacres Rep lat No. 1 have been designed to accommodate
single family residences, i.e., all of the lots would have at least
80 feet of frontage and 10, 000 square feet of area.
2. The plat is situated within the Spokane Valley. The Commission has been
upgrading similar sized lot developments in the area to the Single Family
Residential (R -1) classification.
3. The Single Family Residential Zone prohibits duplexes, animal keeping
other than household pets, mobile homes, and home occupations.
E. GENERAL DATA:
1. Location: Section 9, Township 25 N., Range 44, EWM
Lots 17 through 29 of Fairacres.
2. Sponsor: Peter Goldberg
East 11222 Fairview Avenue
Spokane, WA 99206
3. Engineer: Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
4. Site Size: 11.3 acres
5. Number of Lots: 37
6. Land Use Proposed by Sponsor: Single family dwelli±:gs
7. Existing Zoning: Agricultural, established April 24, 1942
8. Advertised Zone Upgrading: Single Family Residential (R -1)
9. Water Source: Irvin Water District
10. School District: East Valley School District
-8-
SPOKANE COUNTY ENGINEER
ROAD DEPARTMENT
SUBDIVISION SECTION
TO: Charles L. Huggins, Director of Planning
FROM: Robert S. Turner, County Engineer
SUBJECT: Standard Plat Conditions
We recommend approval of the plat of Fairacres Replat #1 PE 996 -76
subject to the following conditions:
DATE: March 8, 1976
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 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 monumenting the street centerlines shall be filed with the County Engineer.
Open and improve Frederick Avenue to County standards.
Subject
Form 327 -CR
OFF ICE OF COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Day'.
Inter - office Communication do
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PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING
PE- 996 -76 - FAIRACRES REPLAT NO. 1: GOLDBERG
ZE- 21 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1)
Planning Commission Recommendation: Auerove, subiect to the following
conditions. (Vote was unanimous.)
A. CONDITIONS:
MINUTES
MARCH 17, 1976
1. That the plat be designed as indicated on the preliminary plat of record
and /or attached sheets as noted.
2. That a statement be placed in the dedication to the effect that no more
than one dwelling structure be placed on any one lot, nor shall any lot
be further subdivided for the purposes of creating additional lots or
building sites without filing a replat.
3. That the plat provide for right of way width for streets as indicated on
the preliminary plat of record.
4. That appropriate street names be indicated.
5. That appropriate utility easements be indicated on copies of the approved
preliminary plat for distribution to the Planning Department and the utility
companies. Written approval of the easements by the utility company
must be received prior to the submittal of the final plat.
6. That a plan for water facilities adequate for fire protection be approved
by the water supplier and fire protection district. Said water plan must
also have been approved by the appropriate health authorities. The
health authorities, water supplier (purveyor), and fire protection district
will certify, prior to the filing of the final plat, on the face of said water
plan, that the plan is in conformance with their requirments and will
adequately satisfy their respective needs. Said water plan and certifi-
cation will be drafted on a transparency suitable for reproduction.
The water supplier (purveyor) will also certify prior to the filing of the
final plat on a copy of said water plan that appropriate contractul arrange-
ments have been made with the plat sponsor for construction of the
water system, in accordance with the approved plan, and in accordance
with a time schedule. The time schedule will provide, in any case, for
completion of the water system and inspection by the appropriate health
authorities prior to application for building permits within the plat. The
contractual arrangements will include a provision holding
(Cont'd)
-5-
PE- 996 -76 - FAIRACRES REPLAT NO. 1 (Coned)
Spokane County and the water supplier (purveyor) harmless from claims
by any lot purchaser refused a building permit due to the failure of the
plat sponsor to satisfactorily complete the approved water system.
The plat dedication will contain a statement to the effect that the pub-
lic 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.
NOTE: The Spokane County Health District has determined that the
soil conditions in the plat are suitable for on -site sewage
disposal systems on each lot.
7. That a certificate of title be furnished the Planning Commission prior
to the filing of the final plat.
8. That the preliminary plat be given conditional approval to April 1, 1977.
9. That streets be improved to standards established by Spokane County
or a bond to cover the cost of such improvements be furnished the
County Engineer. The bond may also cover the cost of "as built"
plans, engineering costs, and placing of final center line monuments.
Frederick Avenue shall be opened and Improved to County standards.
10. That profiles of streets, cross sections, proposed grades, and drainage
plan of the plat be submitted and approved by the County Engineer and
by the Planning Director before the final plat is drawn. Prior to accept-
ance of the improvements or release of bonds, a certificate b' a regis-
tered civil engineer or licensed land surveyor will be required indicating
that all improvements have been installed to the lines and grade; shown
on the approved construction plans.
11. Conditional approval of the plat is given subject to the dedication of the
right of way to the public and approval of the road system in the plat
by the County Engineer.
12. That a name be indicated before the final plat is filed; such name to be
approved by the County Assessor and the Planning staff.
(Coned)
-6-
PE- 996 -76 - FAIRACRES REPLAT NO. 1 (Cont'd)
B. BACKGROUND:
The proposed plat is a replkt of Fairacres Subdivision which was filed in
1908. The lots were originally platted into 62 lots of approximately
40,000 square feet a piece.
C. ANALYSIS INCLUDING ENVIRONMENTAL ASSESSME NT:
The proposed plat is located in the urbanizing area of the Spokane Valley
lying approximately 700 feet south ofTYert.Road with Bowdish Road adjacent
to the east side of the plat. The proposal consists of 37 lots on 11.8 acres
of property, each lot having approximately 12, 000 square feet of area.
The site is primarily flat which gently slopes up to Bowdish Road on the east
end of the property. The property is currently being used for animal keeping
with some evidence of grass as the only existing vegetation. The natural
state of the property should pose no problems in road construction, drainage
control, location of building sites, or getting access to the building sites.
The road system has been designed to connect existing County roads, and
proper attention has been given to assure access to adjacent ownerships.
Special attention was given to determining the frontage direction of the lots
on the east end of the plat. The staff concluded that since the lots on the
east side of Bowdish Road had side yard screening and were also partially
screened by grade separation that fronting the six lots onto Bowdish Road
would not have a negative effect on the privacy of the lot owners across
Bowdish Road.
The staff is of the opinion that if the preliminary plat were approved and
developed to the above - stated conditions, the proposed plat would not have
any greater effect upon the topography, geology, biological and botanical
characteristics, atmospheric and aquatic conditions and other natural develop-
ment than similar residential uses established in the area. Therefore, the
staff concludes that an environmental impact statement is not required in
conjunction with approval of the proposed plat.
D. ZONING RECOMMENDATION:
Planning Commission Recommendation: Aoorove Fairacres Reolat No. 1 as
indicated on the preliminary plat of record to the Single Family Residential
Zone (12-1) classification upon filing of the final plat.
(Cont'd)
-7-
PE- 996 -76 - FAIRACRES REPLAT NO. 1 (Cont'd)
ANALYSIS
1. The lots in Fairacres Replat No. 1 have been designed to accommodate
single family residences, i.e., all of the lots would have at least
80 feet of frontage and 10,000 square feet of area.
2. The plat is situated within the Spokane Valley. The Commission has been
upgrading similar sized lot developments in the area to the Single Family
Residential (R -1) classification.'
3. The Single Family Residential Zone prohibits duplexes, animal keeping
other than household pets, mobile homes, and home occupations.
E. GENERAL DATA:
1. Location: Section 9, Township 25 N., Range 44, EWM
Lots 17 through 29 of Fairacres.
2. Sponsor: Peter Goldberg
East 11222 Fairview Avenue
Spokane, \TA 99206
3. Engineer: Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
4. Site Size: 11.0 acres
5. Number of Lots: 37
6. Land Use Proposed by Sponsor: Single family dwellings
7. Existing Zoning: Agricultural, established April 24, 1942
8. Advertised Zone Upgrading: Single Family Residential (R -1)
9. Water Source: Irvin Water District
10. School District: East Valley School District
-8-
C lte c /e
99
SPOKANE COUNTY COURTHOUSE
EHW:sg
cc: Peter Goldberg
y,i n4] (ct u nv nr
OYN1(iE CO 1
COUNTY ENGINEER
ROBERT S. TURNER
COUNTY ENGINEER
SPOKANE ,WASHINGTON 09201
January 11, 1979
Sherwood & Roberts, Inc.
West 516 First Avenue
Spokane, Washington 99204
Attention: Joan Taylor Re: Fairacres Replat #2
PE 996
Dear Ms. Taylor:
We hereby release the roadway improvement bond issued by Fidelity
and Deposit Company of Maryland in the amount of $16,000.00 on
Fairacres Replat #2, PE 996 in section 9, T25N, R44 E.W.M.
If you have any questions, please feel free to call.
Very truly yours,
Robert S. Turner, P.E.
County Engineer
Eugene H. Welborn
Plat Supervisor
ll
June 19, 1978
TO WHOM IT MAY CONCERN
STREETS IN FAIRACRES REPLAT 2 NO. 996
ROAD IMPROVEMENT DISTRICT NO. 293
This is to certify that Streets in Fairacres Replat 2 No. 996 have
been established as county roads by completion of Road Improvement
District No. 293.
The County assumes the responsibility of routine maintenance with the
exception of curbs and sidewalks.
No assessment will be levied against the property for routine
maintenance.
ROBERT S. TURNER, P.E.
SPOKANE COUNTY ENGINEER
i
VERRI E SMALE
OFFIC ENGINEER
ns
UY' IVI.:B OF
COUNTY ENGINEER
ROBERT S. TURNER
COUNTY ENGINEER
S t'4) Easy:. ,Witsiu Nrrrov 99260
1 A W OFFICES
irJ,C 41 7, J .cl�a� Oil; (4 .fla,:r /o�ir, r5rf
SIJITE 1m0
1'J 4Srll4G Jo B< I HUp T !INAPJLl1t CEN'LH
4PUr. Aft, W 45MNG 1 V': Npu-I
(NEE .1h5 9S5S
June 13, 1978
Mr. Robert S. Turner,
Spokane County Engineer ( >,ort
North 811 Jefferson Street
Spokane, Washington 99201
Re: Fairacres Replat #2
Road Improvement District #293
Dear Mr. Turner:
otiL
SCO1 f G LUPINS JAMES 5 ti140. JR
1)01 NE 1 ANNIS PHILIP J CARSTENS, 30
440L A BASTRJE TERENCE R WHITTEN
(HARTFS VAN MAR TER HOBE RI G BEAUMILR, JR
NIA S Mu AY ROGER K ANDERSON
MAR. IN 11L60 R HUGH O EVANS
ELITE, D RICCKERS CL 4141 H RICHARD$
THOMAS 8 14 EOM) WILLIAM 0 EDEN
RONALD P D..UGI AS STUART C ALLEN
LC7 M R4HN5 STEPHEN K EUG5TER
RECEIVED
SWAP COU 1T1 MOM'
JUN141978
This office represents Sherwood & Roberts, Inc. as the purchaser
from developer Peter E. Goldberg of properties described as Fair -
acres Replat #2.
Housing is now being constructed upon the subject subdivision and
we have been requested by the Department of Housing and Urban
development to complete their files so they may give FHA approval
to financing.
On August 3, 1977 your office sent a letter to HUD indicating that
work was in progress on completion of the road improvement district
#293 and upon completion the county would accept continued maintenance.
Would you please forward a letter to Mr. Floyd Whyatt, Department of
Housing and Urban Development, Federal Housing Administration, 746
u. S. Courthouse Bldg., Spokane, Washington 99201. Reference should
be made to FHA file #S. P. 279, Fairacres Replat #2.
Would you please indicate in your letter that work under Spokane
County Road Improvement District #293 has in fact been completed
and that the County has accepted the continuing maintenance of the
roads within the subject subdivision.
Your early response to this matter will be greatly appreciated.
Thank you for your assistance.
MGW:pj
cc: James Kirschbaum
Sid Paul
Floyd Whyatt
Very truly yours,
22
/4 E. , • j
MARTIN G. WEBER
NE
CONTRACTOR:
SHERWOOD 6 ROULRT5. INC. 6 PETER GOLDBERG
DESCRIPTION:
SUBDIVISION dONO
OWNER:
SPOKANE COUNTY
CONTRACT PRICF
Fidelity and Deposit aynpany
DATF c �� 11 7
PLEASE RETURN INQUIRY TO:
C315k -ICEV 675
General Form Stn tu. Inquiry-Federal cases to he submitted
in duplicate Stamped nddreevd en.eInpec to be ottachd
SI 5541
NOME OFFICE OF MARYLAND BALTIMORE, MD 21203
General Form Status Inquiry
OUR BOND NO. 5981256
` ) 19 7g
BOND(S) 110 ODI 1. EFFECTIVE DATF 02/16/77
BY
WITHOUT. PREJUDICING YOUR RIGHTS OR AFFECTING OUR LIABILITY UNDER OUR
BOND(S) DESCRIBED ABOVE. WE WOULD APPRECIAT SUCH OF THE FOLLOWING
INFORMATION AS IS NOW AVAILABLE.
1. IF CONTRACT COMPLETED. PLEASE STATE:
APPROXIMATE DATE OF COMPLETION OF WORK (OR FINAL DELIVER )
APPROXIMATE ACCEPTANCE DATF r
FINAL CONTRACT PRICE $
2. IF CONTRACT UNCOMPLETED. PLEASE STATE:
APPROXIMATE PERCENTAGE OR DOLLAR AMOUNT OF CONTRACT
COMPLETED OR OELIVERFri
3. DO YOU KNOW OF UNPAID BILLS FOR LABOR OR MATERIAL? (CHECK)
YES, p . NNO p
4. REMARKS: (IF ANY) k en— lat-l-�/
1/ u
190 SIGNATURE ) �- � "/��L Y ZA`" 1 % --
TITLE L
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
:109 SEATTLE F1'z i NATIUNAL BANK FLOG.
SEATTLE. ' +ASHINGTUN 96104
•
KNOW ALL MEN BY THESE PRESENTS, that we, SHERWOOD S ROBERTS, INC. and
PETER GOLDBERG of Spokane, Washington, as PRINCIPAL and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation organized and existing under
the laws of the State of MARYLAND and authorized to transact a .
surety business in the State of Washington, as SURETY, are held and firmly bound unto the
Board of County Commissioners of Spokane County, Washington, as OBLIGEE, in the penal sum
of SIXTEEN THOUSAND AND NO /100
SUBDIVISION ROADWAY IMPROVEMENT BOND
DOLLARS, lawful money of the United States of America, for the payment of which, well and .
truly to be made, the PRINCIPAL and SURETY bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
SIGNED, SEALED AND DATED this 16th day of FEBRUARY
APPROVED AS TO FORM
Deputy Prosecuting Attorney
($ 16.Onn_nn ) •
-( /A
E$Jo 6 ROBERTS INC. and
PETER GOLDBERG
PRINCIPAL
SURETY
,19
WHEREAS, the said PRINCIPAL is the owner of a tract of land in Spokane County divided
and platted into lots and known as FAIRACRES REPLAT NO. 2 PE - 996
and being located in Section 9, Township 25 North,
Range 44 E.W.M., in Spokane County, Washington and said County has required that a bond
be furnished in an amount sufficient to pay the construction costs of grading and surfacing
to the approved grades and typical section the roadways of said plat and the installation
of drainage structures and such other work as is incidental and necessary thereto all in
accordance with those Plat Roadway Improvement Specifications dated October 28 19 76
and to the satisfaction of the County Road Engineer: such improvements to be completed not
later than August 16 ,19 77 unless said date be extended at the option
of the County Road Engineer.
Upon failure of the PRINCIPAL to comply with the requirements stated herein within the
time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of
this BOND.
The obligation of this BOND shall be kept in full force and effect until, in the
opinion of the OBLIGEE, the requirements herein stated have been satisfied inwhich event
written release will be given by the OBLIGEE, the OBLIGEE having sole right to grant such
release and the SURETY hereby waives all rights to rele =se from the obligation except
as herein stated.
FTDET,TTY E DEPOSIT COMPANY OF MARYLAND
/.6
/ (ATTORNEY- IN=FACT)
George W. Kombol
r
Plat Name: FAIRACRES REPLAT
Subdivider: Peter Goldberg
Surveyor: Simpson Engineers
SPOKANE COUNTY
PLAT ROADWAY IMPROVEMENT
SPECIFICATIONS
No.
PE -996
19
The following specifications shall apply to' the improvement of the roadways of the above
titled plat. No variance from these specifications will be allowed without specific
prior written approval of the Spokane County Enad Engineer, hereinafter called "Engineer ".
The Subdivider shell be solely responsible for all costs of the roadway improvements
herein specified unless otherwise specifically stated.
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: Curly 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 be placed on the roadways is shown on the typical section. The following are
specifications for the various types of surfacing materials.
Pit Run Material shall be natural gravel, talus or shot rock from a
source approved by the Engincer. 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 :It" 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
5'8" 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 only 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 '•lashington State Highway Specifications for the type of pavement q
-2—
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 engineering 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.
COMPLETION: 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 1 19
Robert S. Turner, P.E.
Spokane County a _; eer
BY
APPROVED , 19
BY
Plat Sponsor
3
APPROVED:
/ DATE_
7C` SIGNATURE
6" GUTTER WHERE UNCURBED
If street k to be paved prior to County acceptance the
following surfacing courses will be required.
PLAT SPONSOR
FINISH GRADE ELEV.I
CROWN :0.025 /ft.
- — — .�.cirS._'^.^^ . r n T7'2-. r:�<r ...._ .-,
SUB GRADE ELEV.
•15
All surfocing materials must be approved prior to piacing on streets.
Call the County Engineer's Office, 456 -3600 for inspections
TYPICAL SECTION
TOP COURSE
6 " GUTTER IF
STREET PAVED
^'�•' - rJ�' °l STD. CONCRETE CURB
.e Curbing required only when specifically noted.
BASE COURSE
If street is not to be paved prier to County acceptance the
following surfacing courses •will be required.
• APPROVED
By
Plant Mix Pavement 2"
Top Course I
1 i
Top Course 2
Base Course Oar
Normally -- - - - - -- ____ I Bose Course 6"
Y Paving and curbing is not required as a .- - - --_ c ___ _
Dart of subdivision roadway improvements. However should the subdivider
be required to or should- he elect to pave or curb any street, the paving and /or curbing must be done to'County standards
and a permit for doing such work must be secured from the County Engineer's Office.
ROBERT S. TURNER P.E.
SPOKANE COUNTY ENGINEER
PLAT r�-eES___ RRPLAT
NO. PE -996 - -
19
TIAVERSE ANALYSIS OF - AIRACRES_EPL.AT NO2
SURVEYOR: CLARENCE E SIMPSON
[- N904 ARGONNE ROAD n r�
SPOKANE WASH 99206 ¢!E yglp =/
926 -1322 1
t
CHECKED BY: GENE WELBORN LS
DATE: 03/09/77
LOTS 1 THRU 8 BLK 1 ARE IDENTICAL
1 - - -- LAT - - - -1 1 - -- DEPARTURES - - - -1
BICK LOT BEARING DISTANCE N 0 R T H S O U T H ' E A S T W E S T
PLAT BORY N 0 1 18E 700.000
PLAT BORY N 89 39 OE 796.390
PLAT GORY S 0 0 OW 350.000
PLAT RORY S 0 0 OW 350.000
PLAT BORY S 89 39 OW 796.660
1 CL N 0 1 18E 350.000 350.000
1 CL N 89 39 OE 796.390 4.865
1 CL S 0 0 OW 350.000
1 C.L S 89.39 OW 796.530
700.000 0.265
4.865 796.375
350.000
350.000
4.867
704.865 704.867 796.640 796.645
AREA = 557555. SQ FT ( 12.80 ACRES)
350.000
4.866
0.132
796.375
0.0
0,0
796.645
0.0
796.515
354.865 354.866 796.507 796.515
AREA = 278754. SQ FT ( 6.40 ACRES)
1 SL N 0 1 18E 300.000 300.000 C.113
1 SL N 89 39 OE 751.280 4.589 751.266
1 SL 5 0 21 OE 20.000 20.000 0.122
1 SL N 90 0 OE 20.000 0.000 20.000
+CURVF: DELTA = 90 21 0 RADIUS = 70.000 LENGTH = 31.538 TANGENT = 20.123
1 SL S 0 0 OE 260.000 260.000 0.0
1 SL S 90 0 OW 20.000 0.000 20.000
1 SL S 0 21 OE' - 20.000 - 20.000 0.122 -
+CURVE: DELTA = 89 39 0 RADIUS = 20.000 LENGTH = 31.294 TANGENT = 19.878
1 SL S 89 39 OW 751.640 4.592 751.626
304.589 304.591 771.624 771.626
AREA = 231262. SO FT ( 5.31 ACRES)
1 1 N 0 1 18E 150.000, `150.000 0.057
1 1 N 89 39 OE 80.000 0.48S 79.999
1 1 S 0 1 18W 150.000 150.000 0.057
1 1 S 89 39 OW 80.000 0.489 79.999
150.489 150.489 8C.055 80.055
AREA = 12000. SQ FT 0.28 ACRES)
t
LOTS 12 THRU 19 BLK 1 ARE IDENTICAL
1 Q ri n 1 1 R C 1nnnnr. Inn nnn r_naR
1 9 N 89 39 OE 111.280 0.680 111.278
1 9 S 0 21 OE 20.000 20.000 0.122
1 9 N 90 0 OP 20.000 0.000 20.000
+CURVE: DELTA = 90 21 0 RADIUS = 20.000 LENGTH = 31.538 TANGENT = 20.123
1 9 S 0 0 OE 79.880 79.880 0.0
1 9 5 89 39 OW 131.440 0.803 131.438
2 SL N 0 1 18E 300.000 300.000
2 Si_ N 99 39 OE 751.410 4.590
2 SI S 0 21 _OE_ 20.000
100.680 100.683 131.438 131.438
AREA = 13055. SO FT ( 0.30 ACRES)
1 10 N 0 1 18E 100.000 100.000 0.038
1 10 N 89 39 OF 131.440 0.803 131.438
1 10 S 0 0 OW 100.000 100.000 0.0
1 10 S 89 39 OW 131.480 0.803 131.478
100.803 100.803 131.475 131.478
AREA = 13146. S0 FT ( 0.30 ACRES)
1 11 N 0 1 18E 100.000 100.000 0.038
1 11 N 89 39 OE 131.480 0.803 131.478
- 1 11 S 0 0 OW 8 80.120 0.0_
1 11 N 90 0 OW 20.000 0.000 20.000
1 11 S 0 21 OE 20.000 20.000 0.122
+CURVE: DELTA = 89 39 0 RADIUS = 20.000 LENGTH = 31.294 TANGENT = 19 878
1 11 S 89 39 OW 111.640 0.682 111.638
100.803 100.802 131.638 131.638
AREA = 13065. 50 FT ( 0.30 ACRES)
12 N 0 1 18_E '1.5_0:990' '1fr0.0.00 0.05_7
1 12 N 89 39 QE 80.000 0.489 79.999
1 12 5 0 1 18W 150.000 150.000 , 0.057
1 12 5 89_39 OW 80 1100 0.209 , 79 999
150.469 150.489 80.055 80.055
&E PA = 12000. SQ FT ( 0.28 ACRES) -
2 CL N 0 1 185 350.000 350.000 0.132
2 rt N 149 19 n= 70f. San ' _ t Af+f+ 7af, 51 8
2 CL S 0 0 OW 350.000 350.000 0.0
2 CL S 89 39 OW 796.660 4.867 796.645
354.866 354.867 796.647 796.645
AREA = 278803. SO FT ( 6.40 ACRES)
20.000
0.113
751.396
0.122
2 SL N 90 0 OE 20.000 0.000 20.000
*CURVE: DELTA = 90 21 0 RADIUS = 20.000 LENGTH = 31.538 TANGENT = 20.123
2 ci c n n Or 7l,n nnn 7 "..000 0 0
2 SL S 90 0 OW 20.000 0.000 20.000 .
2 SL S 0 21 OE 20.000 20.000 0.122
+CURVE: DELTA = 89 39 0 RADIUS = 20.000 LENGTH = 31.29 TANGENT = 19.878 -
2 SL S 89 39 OW 751.770 4.592 751.756
304.590 304.592 771.754 771.756
AREA = 231301. SO FT ( 5.31 ACRES)
2 1 NI 0 1 18E 150.000 150.000 0.057
2 1 N 89 39 OE 130.000 0.794 129.998
2 1 S 0 1 18W 150.000 150.000 0.057
2 1 S 89 39 OW 130.000 0.794 12.9.998
150.794 150.794 130.054 130.054
AREA = 9500. SQ FT ( 0.45 ACRES)
2 2 N 0 1 18E 150.000 150.000 0.057
2 2 N 8939 GE 85.000 0.519 84.998
2 2 S 0 1 18W 150.000 150.000 0.057
2 2 S 89 39 OW 85.000 0.519 84.998
150.519 150.519 85.055 85.055
AREA = 12750. SO FT ( 0.29 ACRES)
2 8 N 0 1 18E 100.000 100.000 0.038
2 8 N 89 39 OE 111.410 0.681 111.408
2 8 S 0 21 OE 20.000 20.000 0.122
2 8 N 90 0 OE 20.000 0.000 20.000
+CURVE: DELTA = 90 21 0 RADIUS = 20.000 LENGTH = 31.538 TANGENT = 20.123
2 8 S 0 0 OE 79.880 79.880 0.0
2 8 S 89 39 OW 131.570 0.804 131.566
100.681 100.68-3 131.568 131.568
AREA = 13068. S0 FT ( 0.30 ACRES)
2 9 N 0 1 18F 100.000 1Q0 000 0 n'R
2 9 N 89 39 OE 131.570 0.804 131.568
2 9 S 0 0 OW 100.000 100.000 0.0
2 9 S 89 39 OW 111 610 0..80_4 _
100.804 100.804 131.605 131.608
AREA = 111'0 CO PT n 2n 9CRES)
2 10 N 0 1 18E 100.000 100.000 0.038
2 10 N 89 39 OF 13).610 0_._8 '31.608
2 10 S 0 0 OW 80.120 80.120 0.0
2 10 N 90 0 OW 20.000 C.000 20.000
2 10 S 0 21 OF 20.000 20.000 0.122
LOTS 11 THRU 18 8LK 2 ARE IDENTICAL
+CURVE: DELTA = 89 39 0 RADIUS = 20.000 LENGTH = 31.294 TANGENT = 19.878
2 10 _ 89 39 OW 111.770 0.683 111.768
100.804 100.802 131.768 131.768
AREA = 13078. SO FT ( 0.30 ACRES)
2 11 N 0 1 18E 150.000 150.000 0.057
2 11 N 89 39 OE 80.000 0.489 79.999
2 11 S 0 1 18W 150.000 150.000 0.057
2 11 S 89 39 OW 80.000 0.489 79.999
150.489 150.489 80.055
AREA = 12000. SO FT ( 0.28 ACRES)
14
LOT AREA STATISTICS FOR: FATRACRES REPEAT NO2 03/0907
BLOCK 1 AREA =
ACCUM AREA =
DIFFERENCE =
BLOCK ? AREA =
ACCUM AREA =
DIFFERENCE =
GROSS DENSITY:
NET DENSITY:
LARGEST LOT:
SMALLEST LOT:
AVERAGE LOT:
It OF LOTS:
3 LOTS /ACRE
3 LOTS/ACRE
19500. SO FT
12000. SO FT
12502. SO FT
37
231262. SQ FT l
231262. S0 FT t
1. S0 FT
?31301, SO FT (
231301. S0 FT (
1. SQ FT
5.31 ACRES)
5.31 ACRES)
5 31 ArRES)
5.31 ACRES)
t
_L 0J_AREA_STALLST_ ICS _E0S: -f_Al2.ACRSS- RE.P_LA_LNO2 0.3/09/_22
BLOCK 1 AREA = 231262. SO FT ( 5.31 ACRES)
ACCUM AREA = 23121,2. SO FT (5.31 ACR =S'
DIFFERENCE = 1. SQ FT
BLOCK 2 AREA = 231301 SO FT ( 5.31 ACRES)
ACCUM AREA = 231301. SO FT ( 5.31 ACRES)
DIFFERENCE = 1. SO FT
GROSS DENSITY: 3 LOTS /ACRE
NET DENSITY: 3 LOTS /ACRE
LARGEST LOT: 19500, SQ FT
SMALLEST LOT: 12000. SO FT
AVERAGE LOT: 12502. SO FT
u CIF i flTf; �7
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'A.F?-. Sec. Cor.
A.-7/5510/V
•
•
KNOW ALL MEN BY THESE PRESENTS, that Robert W. Goldberg, John D. Goldberg and Peter Goldberg, as
their separate estates, have caused to be platted into lots, blocks, and streets the land shown hereon
as'" FAIRACRES REPLAT, 2 " and described as follows:
0
e�d eiOtia
No more than one dwellingstructure be placed on any one lot, nor shall any lot be further subd1tded for
the purposes of creating additional lots or building sites without filing a replat. es,,° le) �
A public water system as approved by County and State Health authorities and the local fire district and 1 4311
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.
A six foot easement is hereby provided on the lots as shown and shall be used for utility purposes.
There shall be no sewage disposal within 150 feet of the public well located across Fredrick Avenue at the
northeast corner of this plat.
Lots 17 through 28 inclusive, FAIRACRES, according to plat recorded in Volume "K" of Plats, Page 16,
in Spokane County, Washington, Except the East 5 feet of Lots 22 and 23.
On this a
John D. Goldberg
and acknowledged
herein mentioned.
IN WITNESS WHEREOF, we have hereunto set our had and affixed our seal this _1'7
Robert W. Goldberg
STATE OF WASHINGTON )SS
COUNTY OF SPOKANE )
day of .jach u ,o r y , 1970, before me personally appeared Robert W. Goldberg,
and Peter Goldberg ds the individuals who executed the within and foregoing instrument
said instrument to be their free and voluntary act and deed for the uses and purposes
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first
above written.
My commision expires 8/ Notary Public in and for the State of Washington
residing at S p r , a , Washington
ON this 3rd day of March 1977, before me, 'the undersigned, personally appeared • p -t cy Go /d ear-9
tome known to be the individual described in, and who executed the within instrument for himself and as the
c
Attorney in Fact for the above and acknowledged to me that he signed and sealed the same as his own
` and voluntary act and deed for himself and also as the free and volutary oct and deed as
Attorney in Fact
I,• Clarence E.. Simpson, a licensed Civil Engineer and Land Surveyor, hereby certify that this plat
represents a true copy of the official record and survey made by me, and that the lot corners and
monuments have been set.
I hereby certify that the required taxes on the herein platted land have been paid this 1 4 'day of yY\G,
Examined and approved this . (7 darof
Examined and approved this 4 day of
Examined and approved
Examined
this r1' day- of` `'\
and approved this f / 7� ' .day ofd /%.. 1971
Examined and approved this 174 day of 1
DEDICATION
ACKNOWLEDGEMENT
A✓o/oPy 1 - Spo4NE. CouviTy
Wgsh I nc!
ENGINEER'S CERTIFICATE
COUNTY
Joh( D. Gol Ri
�s 4 G'r/7ei »? cr
17ie614.tOye;
Clarence E. Simpson
• Professional Engineer and L
,1976
, 1970
, 197 1 1
day of Jan var , 19q'7
OFFICIALS
Peter Goldberg/ (�
L etnals-.LAC tjj'"Net
Spokane County Treasurer
% 2 4[4 By
County Assessor
JJ A3\ II
Spokane County Engineiti
1
S"poKa- e Coun
By
o mmiss • oners
77 4 c
FiLlai
.. t
Jv Ych 3, r qrp'
Date :
Spokane ounty Planning Chairman
.Found RR Spike
Found RR Spike
,.� 4
Spokar County. Health District M
jj iealth Officier
I
a
0
i-
cc
2
+
1
By),/I...
Planning Direc
L
r
JACKSON AVE.
- - - - 132.70' - _-
- -1 8 56.81 - -
c -
--1858.42-;
132.70'
•
132.70'
132.70'
2.9
132.70'
13 2.70'
i
0
0
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LEGEND
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5
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• • MON. a . CORNERS FOUND •(AS NOTED)
0 MON. a CORNERS SET 1/2" REBAR TAG 706'
T---SUBDIVISION BOUNDARY. .
132.70'
N89° 39'00" E
80.00'
80.00'
i -- 80.00 = -- - - 80.00'- - - - 80.00'- - - 1 80.00'
r. u
ONO
N 89° 3 9'00 E
16
0
0
0
I0
7
Jl. _ - 85.00'__ __ _ ,-._ -. 8 5.00 •
.. - L: - 0.0V -
eo. oo'
8 0. oo'
- x- T _ -------r- - --� _ _ -• _ -
t - 8000 _ -1 - � 80.00' I 80.00 � -
1 1
I I
t 1
1 1
1 I
1
-
The Bearing of North for Bowdish Road, per Mirabeau Ranch
Addition, was used as the basis of bearing for this map,
0
O
85.00' 8 5.00'
O
0
0
O
1 80.00
,1 N
3
N 89° 39' 00 E
4 1
80.00 i
_ _ 132.70' _
FREDERI 7
796.39'
--` R - - to - - -- - L --
80.00' 80.00
-} -
0
0
15
4 0 5
0
O
16 0
10
0
80.00'
BLOCK
15
FAIRVIEW
BLOCK
Utility Easement
O
0
I
- 85.00_
so.00'
GRACE
. .._ � _.:
80.00'
80.00'
14
80.00'
0
6
in
- 0
0
O
I0
O
O
0
796.53'
7 96.66'
4
132.70'
AVENUE
80.00'
I9
Utility Easement`'
- 80:00'- - =1L--i =-- 80.00
80.00'
2 0
- 0
0
AVENUE
z. • 1
_ I
L. __ 8 5.00_ -
- 80.00' - - - 80.00'
'
O
0 13
0
I)
80.00'
85.00
80.00'
O
0
1
AVENUE
- - - J. 1 32.70' -
O
N
80.00; a 80.00' 1 .
- - 80.00'- -
80.00'
85.00'
1
1 'o
1 0
1
1
12 1
(
80.00'
0
O.
O
in
0
0
10
71
0 .
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ORM 0111•1:
w '
- .- annn'_.- -. I C'
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to
12
O
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85.00'
_L _--- --_1-- - - - __I L __ 80 ._J
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0
N
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N
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a�
co
ai
rn
- 0
o ( o S ti
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1 1
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1 10
0
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ID
kl
C O o
- - 85.00'- 0
- - 80. oo' - - o o
0 1
o
z
I
tD 1
80.00' I.
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N O N
80.00' 1 80.00' 1
I 1
II 1
1 1
1 1
11
11
11
11
11
11
80.00' 1 1
r
111 :28'
8
I I 131 .44'
2a
10
1 3 1 .48'
13 1 .57'
131 .61'
O I
O
9 0
10
111 .77
112.90'
FINAL PLAT 7%
113.30'
I
-J
0
O
O
O
N
0
m
- .
1- a
11 1 .6 4' . Qs ,ff9
1
cc
1 0
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1
25' 30'
1 . 20 '
FAIRACRES REPEAT N9'2
A REPEAT IN A PORTION OF LOTS
17,18,19,20,21,22, 23924,25,26,27AND28 FAIRACRES
SECTION 9, T. 25 N „' , R. 44 E.W.M.
SPOKANE COUNTY, WASHINGTON
NOVEMBER 1976 CLARtNCE E. SIMPSON
SCALE I 50' SPOKANE, WASHINGTON
I .
. N •
, 1
I 1
O
0
in
to
3O
FAIRVIEW AVE.
ai
1- -
CY
•
GRACE AVE.
Found RR Spike