PE-1051-76 (2)" MINUTES
NOVEMBER 19, 1976
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADED
PE- 1051 -76 = ACKERMAN'S ADDITION: PEFFER
ZE- 130 -76 - AGRICULTURAL SUBURBAN TO SINGLE FAMILY RESIDENTIAL (R -1)
Planning Commission Recommendation: Approve for the following reasons and subject
to the following conditions: (Vote was unanimous.)
A. REASONS:
1. The plat as submitted is a logical extension of the existing development
in the neighborhood.
2. The Planning Commission has been routinely approving "fill in" plats
of this type.
B. 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.
9. 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 1' strip at the ends or edges of all streets that terminate or
ba::.er the plat boundary. (Temporary cul de sacs are required when
str;:ets terminate at the plat boundaries.)
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 district. Said water plan must
also have been approved by the appropriate health authorities. The
-7-
PE- 1051 -76 - ACKERMAN'S ADDITION (Continued)
health authorities., water supplier (purveyor), and fire protection dis-
trict 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 certification will be drafted an a transparency suitable for repro-
duction.
The purveyor will also certify prior to the filing of the final plat on a
e.'py of said water plan that appropriate contractual arrangements have
been made with the plat sponsor for construction of the water in accord-
ance 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 contract-
ual arrangements will include a provision holding Spokane County and
the purveyor harmless from claims by any lot purchaser refused a build-
ing permit due to the failure of the plat sponsor to satisfactorily com-
plete 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 authorites
and the local fire district and water purveyor will be installed within
this plat, and the subdivider .will provide for individual domestic
water service as well as fire protection 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 Department prior
to the filing of the final plat.
9. That the preliminary plat be given conditional approval to December 1,
1977.
10. That the streets be improved to standards established by Spokane Coun
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.
11. That profiles of streets, cross sections, proposed grades, and drain-
age 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
acceptance of the improvements or release of bonds, a certificate by
a registered civil engineer or licensed land surveyor will be required
indicat ing that all improvements have been installed to the lines and
grades shown on the approved construction pl ans.
- 7 A -
PE- 1051 -76 - ACKERMAN'S ADDITION (Continued
12. 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.
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.
C . STAFF ENVIRONMENTAL REVIEW:
As required in WAC 197 -10 -320, the staff of the County Planning Department
reviewed the environmental checklist submitted by David Peffer for a
preliminary subdivision called Ackerman's Addition. The proposal is located
approximately in the SE 1/4 of Section 8, Township 25 N., Range 44, E.W.M.
and at the SW comer of the intersection of Raymond Road and Nora Avenue.
The proponent is requesting to subdivide .88 acres into three lots for single
family dwellings; thereby creating a gross density of 3.4 units /acre. The
terrain is relatively flat and the land is presently vacant.
The staff review has identified four potential areas of environmental impacts.
First, and common to all subdivisions is the increase in motor vehicle traffic
and all the effects associated therewith. These would include such impacts
as increased air pollution, specifically suspended particulates from unim-
proved streets, increased noise, and increased public safety hazards from
traffic
A second potential environmental impact area considered was the increased
demand on public services and utilities. This would include such factors
as increased requirements for police and fire protection, provision of addi-
tional school, park, and recreational facilities and roads. This would also
include such impacts as associated with extension of utility lines (power,
natural gas, telephone) and the provision of suitable long term sewerage,
domestic water, storm water runoff, and 'solid waste disposal systems.
A third potential environmental impact revealed by the staff evaluation.involv-
es the subsurface injection of sewage effluent and storm water runoff. This
waste water placed at a depth will percolate downward toward the aquifer
rather than evaporating back into the atmosphere as under natural conditions.
A portion of the contaminants will likely be filtered out of this waste water,
but the resulting quality has not been determined yet. About 1 acre foot of
of waste water will be injected baheaththe soil surface, .45 acre feet of
which will be septic tank effluent.
The final potentially significant impact is the conversion of approximately
one acre of vacant land into three lots for single family dwellings.
The conclusion of this environmental checklist review is that no significant
environmental impacts will likely result from the proposal if the specified
-7B-
PE- 1051 -76 - ACKERMAN'S ADDITION . (Continued)
mitigating measures are adopted. Therefore, it is recommended that a
Declaration of Non- Significance be issued and an environmental impact
statement not be required.
D. ZONING RECOMMENDATION:
Planning Commission Recommendation: Approve Ackerman's Addition as indicated on
the preliminary plat of record to the Single Family Residential (R -1) zone classifica-
tion upon the filing of the final plat.
1. The lots in the proposed plat have been designed to accommodate single
family dwelling with a proposed density of less than 3.4 units /acre.
2. The Planning Commission has been routinely upgrading similar residen-
tial plat proposals in the Spokane V.: i1ey to the Single Family Residen-
tial (R -1) Zone.
3. The staff is of the opinion that none of the lots within the proposed plat
have disadvantaged relationships which would warrant duplex zoning.
4. The Single Family Residential Zone prohibits duplexes, animal keeping
other than household pets, mobile homes, and home occupations.
E. GENERAL DATA:
1. Location: Section 8, Township 25 N., Range 44, E.W.
M. The N 179.25 ft of Tract 312 of Oppor-
tunity ex the W 375 ft and ex county roads.
2. Sponsor: David M. Peffer
N. 250 Raymond Road
Spokane, WA 99206
3. Engineers: Sargent, Ramer, and Associates
N. 10115 Newport Highway
Spokane, WA 99218
4. Site Size: .88 acres
5. Number of Lots: 3
6. Land use proposed by sponsor: Single Family dwellings
7. Existing Zoning: Agricultural Suburban, established December
8, 1953
8. Advertised zone upgrading: Single Family Residential (R -1)
9. Water Source: Modern Electric Water Company
10. School District: East Valley School District
- 7 C -
TO:
SPOKANE COUNTY ENGINEER
ROAD DEPARTMENT
SUBDIVISION SECTION
Jose Urcia, Director.of .Planning DATE:NnvemhPr 15 197E
FROM: Robert'S. Turner, County Engineer
SUBJECT: • Standard Plat Conditions
We recommend approval of the plat of ACKERMAN'S ADDITION PE -1051
subject to the following conditions:
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
the lines and grades shown on the approved'cdnstruction,plans and that all disturbed •
monuments have been replaced;
no construction work is to be performed within the Public Right of Way until apermit
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.
DATE: 02(10/77
TRAVERSE ANALYSIS OF ACKERMANS ADO. 1051
SURVEYOR: SARGENT RAMER EASSOC
N10115 NEWPORT HWY
SPOKANE WASH 99218
487 -1658
CHECKED BY: GENE WELBORN L5
I - - -- LATITUDES - - - -1 1 - -- DEPARTURES - - - -I
BLCK LOT BEARING DISTANCE N O R T H S 0 U T H E A S T W E S T
PLAT BURY N 0 1 OW 154.280 154.280 0.045
PLAT BDRY N 88 55 OE 196.940 3.724 196.905
PLAT 8DRY S 1 5 OE 45.000 44.992 0.851
PLAT BURY N 89 58 30E 45.000 0.020 45.000
+CURVE: DELTA = 91 3 30 RADIUS = 45.000 LENGTH = 71.517 TANGENT. = 45.839
PLAT BORY N 89 58 30E 5.000 0.002 5.000 -
PLAT SPRY S 0 1 30E 108.350 108.350 0.047
PLAT BDRY S 88 55 OW 247.800 4.695 247.756
158.025 158.027 247.803 247.801
AREA = 37540. SQ FT t 0.86 ACRES]
1 CL N 0 1 0W 154.280 154.280 0.045
1 Ct. N 0 1 OW 25.000 25.000 0.007
1 CL N 83 55 OE 242.770 4.590 242.727
1 CL N 88 55 OE 25.000 0.473 24.996
1 CL 5 0 1 30E 179.280 179.280 0.076
I CL 5 88 55 OW 20.000 0.378 19.996
1 CL 5 88 55 OW 5.000 0.095 4.999
1 CL S 88 55 OW 242.800 4.591 242.757
184.343 184.343 267.800 267.804
AREA = 48000. SO FT 1 1.10 ACRESI
1 Si_ N 0 1 OW 154.280 154.280 0.045
1 SL (d 88 55 OE 196.940 3.724 196.905
1 51. S 1 5 OE 45.000 44.992 0.851
1 SL N 99 58 30E 45.000 0.02C 45.000
+ CURVt: DELTA = 91 3 30 RADIUS = 45.000 LENGTH = 71.517 TANGENT = 45.839
1 SL 5 0 1 30E 108.440 108.440 0.047
1 St 5 88 55 OW 242.600 4.591 242.757
158.023 158.023 242.803 242.801
AREA = 36997. 5Q FT ( 0.85 ACRES)
1 1 N 0 1' OW 154.280 154.280 0.045
1 1 N 88 55 OE 80.000 1.513 79.986
1 I S 0 1 OE 154.280 154.280 0.045
1 1 5 88 55+ OW 80.000 1.513 79.986
155.793 155.793 80.031 80.031
AREA = 12340. SO FT ( 0.28 ACRESI
1 2 N 0 1 OW 154.280 154.280 0.045
1 2 N 88 55 OE 80.000 1.513 79.986
1 2 S 0 1 OE 154.280 154.280 0.045
1 2 S 88 55 OW • 80.000 1.513 79.986
155.793 155.793 80.031 80.031
AREA = 12340. SO FT l 0.28 ACRES)
1 3 N 0 1 OW 154.280 154.280 0.045
1 3 N 88 55 OE 36.940 0.698 36.933
1 3 S 1 5 OE 45.000 44.992 0.851
1 3 N 89 58 30E 45.000 0.020 45.000
+CURVE: DELTA = 91 3 30 RADIUS = 45.000 LENGTH = 71.517 TANGENT .= 45.839
1 3 S 0 1 30E 108.440 108.440 0.047
1 3 S 88 55 OW 82.800 1.565 82.785
154.998 154.997 82.832 82.830
AREA = 12317. SO FT ( 0.28 ACRES)
LOT AREA STATISTICS FOR: ACKERMANS ADD. 1051 02/10/77
BLOCK 1 AREA = 36997. SO FT ( 0.85 ACRES)
ACCUM AREA = 36998. SO FT ( 0.85 ACRES)
DIFFERENCE = 0. SO FT
GROSS DENSITY: 3 LOTS /ACRE
NET DENSITY: 4 LOTS /ACRE
LARGEST LOT: 12340. SO FT
SMALLEST LOT: 12317. SO FT
AVERAGE LOT: 12332. S0 FT
Q N OF LOTS: 3
e
DEDICATION
-KNOW ALL MEN BY THESE PRESENTS that BERNAL L. ACKERMAN and SYLVIA M. ACKERMAN, husband and wife, have ;platted into Lots,
Block and Street the land shown hereon to be known as "ACKERMAN'S ADDITION" said land being the North 179.23 feet of •
Tract 312 of OPPORTUNITY, as per plat thereof recorded in Volume "K" of Plats, Page 20:
EXCEPT: the West 375.00 feet thereof and except county roads, situate in the County of Spokane, State of Washington.
The five foot strip shown hereon is hereby dedicated to the public for use as public road.
No more than one detached dewlling structure shall be permitted on any one lot PS this plat; nor shall any lot be
further subdivided for the purpose of creating additional lots or building sites without filing a replat.
A five foot easement for the installation and maintenance of utilities is hereby reserved at the location shown on
this plat.
IN WITNESS WHEREOF, the aforesaid persons do hereby affix their signatures this ,-/ day ofd, 1977.
Examined and approved this
Examined and approved this
Bernal L. Ackerman
ACKNOWLEDGEMENT
STATE OF WASHINGTON
COUNTY OF SPOKANE
On this _2/ day of
Ackerman, husband and wife, known to
acknowledged the said to be the free
mentioned.
S.S.
Given under my hand and seal the day and year
SURVEYORS CERTIFICATE
I, J. Paul Ramer, a Registered Land
resents a true copy of the official
in %.4e.7e14er3 , 1977, and that
COUNTY ENGINEER
COUNTY COMMISSIONERS
Examined and approved this day of
P,
COUNTY TREASURER
Examined and approved this j
t it
1977, before me personally appeared Bernal L. Ackerman and Sylvia M.
me be the persons who executed the within and foregoing instrument, and
and voluntary act and deed of said persons for the purposes and uses therein
•
Planning Director
COUNTY HEALTH DISTRICT
day of
last written above.
Surveyor, hereby certify that this plat rep -
records and 'survey made under my supervision
lot corners and monuments have been set.
J. Paul Ramer, Registered Land Surveyor
Examined and approved this k - - day of , , , 19:1.
(• qq
Spokane C " ounty Eng Jj -
COUNTY ASSESSOR
MX day of /{ , 1937.
,, '
/pokane County Assessor- puty
ane C n •Commissio rs- Chairman
T hereby certify that the required taxes on the hereon platted land have been
fully paid this :.),Y' ' day of t' ' ,, —,q 42,x• e , 19 fj.
4 ,-0 =..'C....°'. l!' / 0 .+.Fi`Y ,..,,,o 6 J"_, .1/ ,. f- a r ."r �.i..,.:
Spokane County Treasurer Deputy
COUNTY PLANNING COMMISSION
day of
Spokane County Planni,.rg Commis Dion- Chairman
, e County Health Of.fi er
, 1977.
19
19
04.4
Syla M. Ackerman
1
Notary Public in and for the State „O
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Washington
Found Monument, 1/4" copper pin
8 2" pipe in concrete.
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FINAL PLAT OF 10
ACKERMAN'S ADDITION
BEING A SUBDIVISION OF A PORTION OF TRACT
312, OPPORTUNITY IN THE SE 1/4 OF SECTION .
S T 25N., R.44 E.,W.M., SPOKANE COUNTY, WASHINGTON.
JANUARY, .1977 SCALE I'= 1
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SARGENT,RAMER & ASSOCIATES
Civil Engineers a Land Surveyors
N. 10115 Newport Highway
Spokane, Washington 99218
--- -Found V 2" Pipe. - --
N 88 ° 56' 48" N 88 ° 53' 48 "E
91.00 91.00.,
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BASIS OF BEARING:
N 88 ° 55'E . along the centerline of Nora Avenue
per the Final Plot of VALLEY- VISTA.
NOTE
AM corners and monuments have been set • and consist of
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SCALE :- "=.400
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2 - 08544 -0502
3 - 08544 -0503
Block 2, Lot 1 - 08544 -0601
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3 - 08544 -0603
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