PE-988-75OFFICE OF COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Inter- office
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AGENDA, DECEMBER 12, 1975
SPOKANE COUNTY PLANNING COMMISSION
Time:
Place:
TELEPHONE NO.: 456 -2274
Friday, December 12, 1975, 9:30 A.M.
Conference Room A, County Court House Annex
(Use Mallon Avenue entrance)
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING
3. PE- 988 -75, Pondra East Addition
ZE- 83 -75, Agricultural to S ingle Family Residential (R -9) and /or Agr. Suburban
a.
Location:
Section 33, Township 25 N., Range 44, E.W.M.
The West 353.1 feet of the North 616.82 feet of the
South 1 ,178.62 feet of the SW 1/4 of Section 33.
b.
Sponsor:
F. V. Seipp
East 12516 - 27th Avenue
Spokane, Washington 99216
C.
Engineer:
Clarence E. Simpson Engineers
North 909 Argonne Road
Spokane, Washington 99206
d.
Site Size:
5 acres
e.
Number of Lots:
7
f.
Land use proposed by sponsor: Residential
g.
Existing Zoning:
Agricultural, established April 11 1967
h.
Advertised Zone Upgrading:
Single Fam. Res. (R -1) and /or Agricultural Suburban
i.
Water Source:
Washington Water Power Company
j.
School District:
Central Valley School District
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SPOKANE COUNTY ENGINEER
ROAD DEPARTMENT
SUBDIVISION SECTION
TO: Charles L. Huggins, Director of Planning
FROM: Robert S. Turner, County Engineer
SUBJECT: Standard Plat Conditions
DATE: December 4, 1975
We recoc -end approval of the plat of Pondra East Addition PE- 988 -75
subject to the following conditions:
ZE -83 -75
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
gra 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 -
aze facilities be submitted to the County Engineer for,approval prior to construction
a,, -.d the filing of a final plat;
construction within the proposed public streets and easements shall be performed
ucde- 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 plans and that all disturbed
mo:=ents 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 _fi: =_1 plat or a bond in the amount estimated by the County Engineer to cover the
cost o'_ construction of improvements, construction certification, "As Built" plans,
an_ r_on- =enting the street centerlines shall be filed with the County_Engineer.
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COUNTY ENGINEER
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ROBERT S. TURNER
COUNTY ENGINEER
-_
5 °111NI 111 COCK'OUi1
June 22, 1976
Mr. F. V. Seipp
East 12516 - 27th Avenue
Spokane, WA 99216
Re: Pondra East
PE -988
Dear Mr. Seipp:
Enclosed is the savings assignment you posted to guarantee construction of
the improvements within the subject subdivision.
Please present this letter to your bank as authorization and consent to
cancel the assignment.
If you have any questions please call me at 456 -3600.
r
Sincerely,
Robert S. Turner, P.E.
County Engineer
Gerald D. Masgai, L.S.
Plat Supervisor
ns
Enclosure
SPOKANE COUNTY
PLAT ROADWAY IMPROVEMENT
SPECIFICATIONS
Plat Name: Pondra East N o . PE -988
Subdivider:
Surveyor: Richard Simpson
0
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 Elad Engineer, hereinafter called "Engineer ".
The Subdivider sh<.11 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: Curq shall conform to County Standards available
from the Engineers 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 ly" maximum aize 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 1 8 11 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 Engineers
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, aznr pavement placed on the roadwav shall conform to the requirements of
the Washington State Highway Specifications for the type of pavement
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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.
COIFUTION 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 , 19
Robert S. Turner, P.E.
Spokane County Engineer
TL
19
By
Plat Sponsor
�• � � CGL'N I V ENGINEEP
ROBERT S. TURNER
COUNTY ENGINEER
F` -
-_
`O�AriG CGUNT♦ Co'"T H0'se
February 4, 1976
Clarence E. Simpson, Engineers Inc.
N. 909 Argonne Rd.
Spokane, WA 99206 Re:
Attention: Mr. Richard Simpson
Gentlemen:
Enclosed are the bond form and specifications for road construction in
the Darcy Estates plat. Also enclosed are specifications and sample form
for a savings account assignment to be used for the road in the plat of
Pondra East.
We have established the bond amounts as follows:
Darcy Estates PE 984 /
Pondra East PE 988
Pondra East $1,000.00
Darcy Estates $4,0000.00
When your clients have properly executed these documents, return them to
me for approval and filing. If you have any questions please call at
456 -3600.
Yours very truly,
Robert S. Turner, P.E.
Spokane County Engineer
Gerald D. Masgai, L.S.
Plat Supervisor
so
Enclosures: 1 Bond
2 Specs
1 Savings Form
STAFF RECOMMENDATIONS
PR ELIMINARY SUBDI A1SD KO'd?. CLAS: IF? CATION UPGRADING
PE- 988 -•75 - PONDR,, FAST ADDI TIION: 1
ZE- 83 -75 - 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. Some modification of the cul de sac
alignment may be necessary after the staff has had an opportunity to
review the road profiles.
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 provision be made that the following described property
be held in trust until the continuation of the streets be dedicated or
deeded: - A P strip at the ends or edges of all streets that terminate or
border the plat boundary. (Temporary cul de sacs are required when
streets terminate at the plat boundaries.)
5. That appropriate street names be indic:.tcd.
6. That appropriate utility easements be c._iicatDd on copies of the approved
preliminary plat for distribution to tho Planning Department and the utility
companies. Written approval of the casements by the utility company
must be received prior to the submittal. of the final plat.
7. That a plan for water facilities adequat: 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 finch 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.
(C ont' d)
-9-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
The water supplier (purv�-.;cr) M1 also certify prior to the filing of the
final plat on a copy of said wa;:er 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 accord-
ance 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 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 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.
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.
8. That a certificate of title be furnished Lap- Planning Commission prior to
the filing of the final plat.
9. That the preliminary plat be given conditional approval to January 1, 1977.
10. 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 covor t *to cost of "as built" plans, engi-
neering, costs, and placing of fine, c. r.'cc line monuments.
11. 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 by a regis-
tered civil engineer or licensed land surveycr will be required indicating
that all improvements have been installed to the lines and grades shown
on the approved construction plans.
12. Conditional approval of the plat is given subject to the dedication of the
right of way to the public and approval of tt.e road system in the plat
by the County Engineer.
(Cont'd)
-10-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
13. That a name be indicated befot the final plat is filed; such name to be
approved by the County Asseseor and the Planning staff.
B. ENVIRONMENTAL ASSESSMENT:
At the time of the hearing of this proposed subdivision, consideration will
have been given to (1) the public use and interest proposed to be served by
the establishment of the subdivision and dedication (RCW 58.17.110) and
(2) those elements necessary to determine the existence or non - existence
of a major action with significant effects on the environment. The Planning
Commission, at this time, recommends to the Board of County Commissioners,
that this application as presented will have no significant effects on the
environment provided that the above conditions attached to the preliminary
plat of record are met.
C. ZONING RECOMMENDATION:
Planning Commission Recommendation: im prove Pondra East Addition as
Indicated on the prelimin plat of record to the Single Family Residential (R -1`
Zone classification upon filing of the final plat.
ANALYSIS
1. The lots in Pon.dra East Addition 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 cf area.
2. The plat is situated within the Ponderosa neighborhood. The Commission
has been upgrading similar sized lot developments in the area to the
Single Family Residential classificatior_.
3. The Single Family Residential Zone pru;:L..s duplexes, animal keeping
other than household pets, mobile homes, aid home occupations.
D. GENERAL DATA:
1. Location: Section 33, Township 25 N., Range 44, EWP/
The West 353. 1 feet of the North 618.82
feet of the South 1, 178.62 feet of the SW
1/4 of S:ctior. 33.
2. Sponsor: F.V. Seipp
East 12516 27th Avenue
Spokane, V %TA 99216
(Cont'd)
-11-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
3. Engineer:
4. Site Size:
5. Number of Lots:
6. Land use Proposed By Sponsor:
7. Existing Zoning:
8. Advertised Zone Upgrading:
9. Water Source:
10. School District:
C'arenco E. Simpson Engineers
North 909 Argonne Road
Spokane, WA 99206
5 acres
7
Residential
Agricultural, established April 11, 1967
Single Family Residential (R -1) and /or
Agricultural Suburban
Washington Water Power Company
Central Valley School District
-12-
MINUTES
DECEMBER 12, 1975
PRELIMINARY SUBDIVISION AND Z ONE CL.':SSIFICATION UPGRADING
PE- 9 88 -75 - PONDRA EAST ADDIT SEIPP
ZE- 83 -75 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1)
Planning Commission Recommendation: Approve, subiect t o t following
conditions. (Mr. Quigley abstained from voting due to conflict of interests.)
A. CONDITIONS:
1. That the plat be designed as indicated on the preliminary plat of record
and /or attached sheets as noted, with four 1 -acre tots and two suburban
lots. Some modification will be necessary to accomplish one acre net
lot sizes. A statement in the dedicatory language of the plat will not
allow duplexes in the plat.
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 furt"r Fubdividad for the purposa:s 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 provision be made that the following described property
be held in trust until the continuation of the streets be dedicated or
deeded: A i' strip at the ends or edges of all streets that terminate or
border the plat boundary. (Temporary -ui de sacs are required when
streets terminate at the plat boundc.ric,z.,'
5. That appropriate street names be indicated.
6. 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.
7. That a plan for water facilities adequate for fire protection be approved
by the water supplier and fire protection disxr ct. Said water plan must
also have been approved by the appropriate h,:alth authorities. The
health authorities, water supplier (puiv�-yor and fire protection district
will certify, prior to the filing of the final plat, on the face of said ;voter
plan that the plan is in conformance frl_ta tl eir requirements and will
adequately satisfy their respective neec'.r. Said water plan and certifi-
cation will be drafted on a transparency .ultabio for reproduction.
(Cont'd)
-9-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
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 accord-
ance 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 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 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.
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.
8. That a certificate of title be furnished the Planning Commission prior to
the filing of the final plat.
9. That the preliminary plat be given conditional approval to January 1, 1977.
10. 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, engi-
neering, costs, and placing of final cep �r line monuments.
11. 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 by 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.
12. Conditional approval of the plat is gl von 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.
(Copt' d)
-10-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
13. That a name be indicated before the final plat is filed; ',such name to be
approved by the County Assessor and the Planning staff.
B. ENVIRONMENTAL ASSESSMENT:
At the time of the hearing of thisproposed subdivision, consideration will
have been given to (1) the public use and interest . proposed to be served by
the establishment of the subdivision and dedication (RCW 58.17. 110) and
(2) those elements necessary to determine the existence or non - existence
of a major action with signficant effects on the environment. The Planning
Commission, at this time, recommends to the Board of County Commissioners,
that this application as presented will have no significant effects on the
environment provided that the above conditions attached to the preliminary
plat of record are met.
C. ZONING RECOMMENDATION:
Planning Commission Recommendation: Approve Pondra East Addition as
indicated on the preliminary plat of record to the Single Family Residential
(R -1) Zone classification for two suburban lots in the south portion and
approve Agricultural Suburban Zoning for the one -acre trac
ANALYSIS
1 . The lots in Pondra East Addition have been designed to accommodate
single- family residences and acreages which can be expected to have
animal keeping, hence the reason for two zones.
2. The plat is situated within the Ponderosa neighborhood. The Commission
has been upgrading similar sized lot .Ic volopments in the area to the
Single Family Residential classificat c.i.
3. Duplexes should not be allowed in this proposal.
D. GENERAL DATA:
1. Location: Section 33, Township 25 N., Range 44, EVdI
The west 353.1 feet of the North 618.82
feet or the South 1, 178.62 feet of the SW
1/4 of S:)cticn 33.
2. Sponsor: F.V. SA1Dp
East 12516 i7th avenue'
Spokan.:, W:1 99216
(Copt' d)
-11-
PE- 988 -75 - PONDRA EAST ADDITION (Cont'd)
3. Engineer:
4. Site Size:
5. Number of Lots:
6. Land use Proposed By Sponsor:
7. Existing Zoning:
8. Advertised Zone Upgrading:
9. Water Source:
10. School District:
Clarence E. Simpson Engineers
North 909 Argonne Road
Spokane, WA 99206
5 acres
7
Residential
Agricultural, established April 11, 1967
Single Family Residential (R -1) and /or
Agricultural Suburban
Washington Water Power Company
Central Valley School District
-12-
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DATE
DESCRIPTION
BY
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G. Ray
a 493.
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44-519
(old- 1 44[9)
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04,11 3:5 34
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DATE
DESCRIPTION
BY
6- /5 - 72
0, L I N EN 7 Aj y j_ A R
G. Ray
NO TE ;
— S Z) A DSS1GA1A7 " VACA7 - 10At'
0
5 89 ° 3 "E 2 66 3-04-'
It
S -=- Garner R oNDEROSA AD 00
Fo und Pape W
NE Corner PONDRA PINES to
I
DEDICATIO
KNOW ALL MEN BY THESE PRESENTS, that F. Vince Seipp and Sylvia L. Seipp, husband and wife, have caused to be platted
into lots, blocks and streets the land shown hereon as "PONDRA EAST and described as follows:
Beginning 561.80 feet North of the Southwest corner of Section 33, T. 25 N., R.44 E.W.M., in Spokane County, Washington;
thence North along the West line of Section 33 a distance. of 616.82 feet; thence East parallel to the South line of Section 33
a distance of 353.10 feet; thence South parallel to the West line of Section 33 a distance of 616.82 feet; thence West
parallel to the South line of Section 33 a distance of 353.10 feet to the Point of Beginning.
DuPLE)(GS WILL NOT iar vmt.MIT - raP 0T11 ANY LOT wi T P1. -A
Lot G BIocK I w►II riot be sold b the deveioper unt►I, pubiecroadatce¢ss to Unlversrfy Road Is obtwn¢d:F -r Lo +6 e-1caK1•
A 6 foot easement is hereby provided on the lots as shown and shall be used for utility purposes.
No more than one detached dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the
purpose of creating additional lots or building sites without filing a replat.
A public water system acceptable to County and State Health authorities will be provided, with individual service provided to
each lot prior to sale.
The plattor does hereby dedicate forever the streets shown hereon for public road purposes.
Lot 7, Block I as shown hereon is dedicated to Spokane County as general County property to be deeded for road purposes
forever at such time as full width right of way to the East is deeded or dedicated.
The owners of lots I and 2 of Block I shall beheld responsible for obstructing, artifically collecting or discharging, the natural drainage flow across or adjacent
to their property, and shall assume full responsibility to their or any other property as a result of their obstructing, artifically collecting or discharging the
drainage flow. The subdivider shall inform each purchaser of the responsibility imposed on each property owner for obstructing, artifically collecting or
discharging the drainage flow. By permitting the, m- Foot wide drainage easement to be platted as shown hereon, Spokane County does not accept the
responsibility of maintaining the drainage course or the responsibility for any damage whatsoever including but not limited to inverse condemnation to any
properties due to the drainage flow.
The plattor does hereby dedicate to the public the temporary Cul de Sac easement as shown hereon, over and across Lot 6 Block I. This temporary
Cul de Sac easement is granted for road purposes until such time as the road is continued as a full width right of way,at which time it will be vacated.
IN WITNESS WHEREOF, we have hereunto set,' our hand and affixe ur se I is day of rJ-19/V0l9PZ ,1976.
F Vince Seipp X Sylvia L. Seipp
ACKNOWLEDGEMENT
STATE OF WASHINGTON)
COUNTY OF SPOKANE )SS
On this day of AL C; � ( Z 1976, before me personally appeared F. Vince Seipp and Sylvia L. Seipp, husband and
wife, as the individuals who executed the within and forgoing instrument , and acknowledged said instrument 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 my official seal : tl day a d year _first above written.
My commission expires Z2 k�.r 41 L- Notary Public ^i / and for the State of Washington
residing at Washington
I o — N 89 22' 26" E 353.10'
Set 3 /4 Ptpe -- -too' - -- — n
I
� DRAINAGE EASEMENT o \ �.
F
w/
fn
4T
o �?
4
I
353. 10'
/ S89'22 "26" W
I
M 00
M
0 Ct'
353.10'
S89 °22' 26" W
BLOCK lO
3
353
S 89 22' 2 6' W
^J
SCALE: I"= 50'
6\
Z
W
2
W
Q
W
J
rw
I N
LO
_)
0
r1e)
rf)
N
i
S 89° 22'26" W 353.10' -
166.00'
UJ (87.10' M o
N J
N _
n. r.
N CO O
5 0 r? 6 h
u, o
O p ��
a
TEMP. CULDESAC
EASEMENT ✓'� O �V
UTILITY EASEMENT
6.00 — -- -- 10 4.19' — Q hry d'
° ^� 29.93 /29.91
SET - 544 PIPE W S 8cf 22 W 353.10
Tt .
ENGINEER'S CERTIFICATE
LATITUDES AND DEPARTURES
25' 1
2 5'
NORTH
SOUTH
EAST
WEST
N 01° 52'24" E
616.82'
616.490
20.164
N 89 °22'26" E
353.10'
3.858
y
O
Codnty
M
616.82'
and
616.490
this
20.164
S 89 °22' 26 "W
353.10'
N
FOUND 1/2
REBA
353.079
TOTALS
PONDRA DRIV
620.348
373.243
373.243
N 89° 11' 31" E —
o
County
Engineer
Examined
and
approved
this
day
of
- 91976
e
_...> By
I
N
Spokane
County
Planning Commission Chairman Planning Director
Go
and
approved
this
day
of
,1976
N
I
0
Spokane
County
- - - - --
O
and
approved
this
day
of
,1976
I
I
-�
Spokane
County
K�,!alth District Health Officier
a
;, I
O
�l (
M
to
LO
— — —�
I c
o
I
I
z
2 5'
25
rn
d
O
� DRAINAGE EASEMENT o \ �.
F
w/
fn
4T
o �?
4
I
353. 10'
/ S89'22 "26" W
I
M 00
M
0 Ct'
353.10'
S89 °22' 26" W
BLOCK lO
3
353
S 89 22' 2 6' W
^J
SCALE: I"= 50'
6\
Z
W
2
W
Q
W
J
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N
i
S 89° 22'26" W 353.10' -
166.00'
UJ (87.10' M o
N J
N _
n. r.
N CO O
5 0 r? 6 h
u, o
O p ��
a
TEMP. CULDESAC
EASEMENT ✓'� O �V
UTILITY EASEMENT
6.00 — -- -- 10 4.19' — Q hry d'
° ^� 29.93 /29.91
SET - 544 PIPE W S 8cf 22 W 353.10
Tt .
ENGINEER'S CERTIFICATE
LATITUDES AND DEPARTURES
COURSE
DISTANCE
NORTH
SOUTH
EAST
WEST
N 01° 52'24" E
616.82'
616.490
20.164
N 89 °22'26" E
353.10'
3.858
353.079
Codnty
S 01° 52'24' W
616.82'
and
616.490
this
20.164
S 89 °22' 26 "W
353.10'
3.858
353.079
TOTALS
620.348
620.348
373.243
373.243
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.
Clarence E. Simpson
Professional Engineer and Land Surveyor
r ..
i
r.�
COUNTY OFFICIALS
I hereby certify that the required taxes on the herein platted land have been paid this — day of , .1976.
By
Spokane County Treasurer Deputy
Examined
and
approved
this
day
of
, 1976
By
Spokane,
Codnty
Assessor . Deputy
Examined
and
approved
this
day
of
a`
,1976
Spokane
County
Engineer
Examined
and
approved
this
day
of
- 91976
_...> By
Spokane
County
Planning Commission Chairman Planning Director
Examined
and
approved
this
day
of
,1976
Spokane
County
Commissioners Chairman
Examined
and
approved
this
day
of
,1976
Spokane
County
K�,!alth District Health Officier
>
z
THE BEARING OF N 01 °52'24 "W FOR UNIVERSITY ROAD, PER PONDRA
PINES ADDITION, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. 3
N o OD
10 `�°
I
o,
I j5-
1 I
I
4 T—" A ve. 32 33
N 89 30"E 7 Found t %a.� pipe.
Found RR Sptke
LEGEND
• CORNERS FOUND (AS NOTED)
O CORNERS SET 1/2" REBAR TAG 706
—SUBDIVISION BOUNDARY
FOUND 1/2" REBAR PER PONDRA PINES
23.05
I
I
I
W)
�I_
C410
C4 co
o_
01�
�I
Four2d '3/4" Plpe.
S 8 °22 26 "W I S'/4 Corner
,�-
PAO—
FINAL PLAT
PONDRA EAST
A PLAT IN A PORTION OF THE SWl /4
OF SECTION 33, T. 2 5 N. R. 4 4 E.W. M.
SPOKANE COUNTY, WASHINGTON
JANUARY, 1976 CLARENCE E. SIMPSON ENGINEERS, INC.
SCALE I "" 50 SPOKANE WASHINGTON
TRAVERSE ANALYSIS
OF PONDRA EAST
N
1
52
2
616*520
123 Z941%,
2C, 16A
1
SL
N.
89
SURVEYOR: CLARENCE
E SIMPS00
353.
- ,2
3.859 :
3,5') . 7 9
I
SL
S
1
5
7 2
N909 ARG❑NNE
ROAD
5 28.4 77
--
1
S L
S
32
43
23W
105.400
--------- ---------
SPOKANE
WA
56.977
1
SL
S
89
22
26W
293.240
127.153
3. 4
---------
3570112
293.222
A
9 -132
--
- - --
620.349�.
620 34
37C.0 364
r 370.163
3
N
1
52
24W
CHECKED BY: GERALD
D MASGAI LS
215114.
SC FT i
4.194 ACRES)
3
N
89
2.2
26E
a 5 3.100
3.859
DATE: 69/28/76
353.079
3.
3
3
1.52
22
2�E
146.36C
1.814
1 4 6. 2 8 2
.4.785
3
S
89
22
26W
353.100
3.85q
3.261
353.074
LATITUDES --1
I--- DEPARTURES
S
BLCK
LOI
166 co C
R E A R I
D I S T A N C E NC E
--------
N O I - HS -
---------
0 L T H
---------
E A S T
---------
- WE 5 - T
---------
PL AT
BDRY
1
- 9 2�2 - 2
:52
2AW
616.820
61 .49C
2C.164
PLAT
6 R T T'
51667.
SQ FT t
1.19 ACRES)
6
5
3.359
1 -
52
24W
loc.38c
100-.326
PLAT
SCRY
S
1
52
24E
616.820
22
616.490
2C.164
2.04
187.089
PLAT
BORY
S
89
22
26W
353.I00
12.320
12.31
353.074
6
S
-- j
32
43
- 4 - 3
23W
-- 3
72.500
6C.994
39.192
6
S
2
23 W
.900
-
6 24. .3 49
62C 349�
-37 2: * 24.3
6
S
89
22
26W
304.190
1.139
ARE
:17748.
SO FT
5. GC ACRES
89
22
26W
2 3.0 0
23.049
102.371
---------
102.376
187.492
---------
187.491
AREA
1
S L
N
1
52
2
616*520
123 Z941%,
2C, 16A
1
SL
N.
89
22
26E --
353.
- ,2
3.859 :
3,5') . 7 9
I
SL
S
1
5
7 2
8 . 7 6 0
5 28.4 77
--
1
S L
S
32
43
23W
105.400
--------- ---------
88.672
.17.285
56.977
1
SL
S
89
22
26W
293.240
127.153
3. 4
---------
3570112
293.222
620.349�.
620 34
37C.0 364
r 370.163
3
N
1
52
24W
14t-.36C
ARE
215114.
SC FT i
4.194 ACRES)
1
I
N,
1
52
24W
1 2 3 .3,60
123 Z941%,
4.033
1
�
N
89
- -
22'26E
- 24 --1-23.360
353 0 ict
3.859
3 53.C79
2
S
1
�2
24E
-26W3-53.100
123.360
123.294
4 .033
4
S
89
22
26W
353.!CC
-
--------- ---------
3.859
353.0719
127.153
127.153
---------
3570112
--------
- 357.112
A.. R F A =
43548.
SO FT t
I.CO ACRES)
1
2
N
1
52
24W
12
122.294
4.0
1
2
N
89
22
26E
353.100
3.859
353.079
2
S
1
52
24E
-26W3-53.100
123.360
123.294
4.033
4
S
99
22
26W
353.100
---------
3.859
353.074 - 53 . 0 7 r,
127.153
127.153
---------
357.112
---------
357.112
AR EA
43548.
SO FT t
l.CO,ACRES)
3
N
1
52
24W
14t-.36C
146.282
4.765
3
N
89
2.2
26E
a 5 3.100
3.859
353.079
3.
3
3
1.52
22
2�E
146.36C
1.814
1 4 6. 2 8 2
.4.785
3
S
89
22
26W
353.100
3.85q
3.261
353.074
5
S
22
26W
166 co C
--------- ---------
1.814
- 165.990
15C.14C
---------
15C.14C
357.863
---------
357.861
A R EA
51667.
SQ FT t
1.19 ACRES)
LOT AREA STATISTICS FOR. PONDRA EiAST 09/28/
- BLOCK - I AREA = 215114. SQ FT ( 4.94 ACRES)
ACCUM AREA = 215113. SO FT ( 4.94 ACRES)
DIFFERENCE = 1. SQ FT
GROSS DENSITY: I LOTS /ACRE
NET DENSITY*. I LCTS/ACRE
LARGEST LOT: 51667. SQ FT
SMALLEST LOT: 16142. SQ FT
AVERAGE LOT: 35852. SQ Ff
# OF LOTS: 6
4
N
1
52
24W
12
122.294
4.032
4
N
89
22
26E
353.100
3.859
353.C79
4
S
1
5 2
24E
123.360
4.033
4
S
99
22
26W
353.100
---------
3..85q
---------
353.C7S
127.1
127.15 ---
---------
- �J - .I j
---------
357.11
AREA
= 43548.
SO FT i
I.CC ACRES)
- M
1
5
2
1 00, 3P 0 - - -
-100.326
3.
5
N
89
22
26E
166.CCI0
1.814
165.590
5
5
1
52
24E
100.380
100.326
3.261
5
S
22
26W
166 co C
1.814
- 165.990
102. 14C
IC2.14C
---------
i6lq*272
---------
169.272
AREA =
16659.
SO FT t
0.38 ACRES)
6
N
1 -
52
24W
loc.38c
100-.326
3.281
6
N
8 9
22
2
.100
2.04
187.089
6
S
1
52
24E
12.320
12.31
C-40
6
S
-- j
32
43
- 4 - 3
23W
-- 3
72.500
6C.994
39.192
6
S
2
23 W
.900
-
27.67S
17.785
6
S
89
22
26W
304.190
1.139
104.1EA
6
S
89
22
26W
2 3.0 0
23.049
102.371
---------
102.376
187.492
---------
187.491
AREA
16142.
SO FT t
0.37 ACRES)
LOT AREA STATISTICS FOR. PONDRA EiAST 09/28/
- BLOCK - I AREA = 215114. SQ FT ( 4.94 ACRES)
ACCUM AREA = 215113. SO FT ( 4.94 ACRES)
DIFFERENCE = 1. SQ FT
GROSS DENSITY: I LOTS /ACRE
NET DENSITY*. I LCTS/ACRE
LARGEST LOT: 51667. SQ FT
SMALLEST LOT: 16142. SQ FT
AVERAGE LOT: 35852. SQ Ff
# OF LOTS: 6