HomeMy WebLinkAbout42611
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ORDINANCE NO. 4 2 6 1
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, REPEALING
AUBURN CITY ORDINANCE NO. 3929 (PASSED DECEMBER 19, 1983) AND CREATING
A NEW ORDINANCE ADOPTING PUBLIC WORKS SPECIFICATIONS TO BE FOLLOWED BY
THE APPROPRIATE AUBURN CITY COUNCIL COMMITTEE.
THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DO ORDAIN AS FOLLOWS:
Section 1. Auburn City Ordinance No. 3929, passed December 19, 1983, is,
upon the effective date of this Ordinance, repealed in its entirety.
Section 2. The following criteria and specifications shall, upon the
effective date of this ordinance, be guidelines to be followed by the City
Council, whereas any development is to occur within corporate city limits,
development shall conform to the following, to -wit:
A. STANDARD SPECIFICATIONS
Standard Specifications for the City of Auburn are the "Standard
* Specifications'for Municipal Public Works Construction", 1981 Edition, and
all amendments and supplemental editions as adopted, including City of
Auburn standard detail drawings.
* All improvements require plans and plans shall include all information as
required by the City Engineer for construction.
B. STREET WIDTHS
Unless conditions warrant additional widening, as determined by the
Director of Public Works, the minimum street widths face-to-face between
curbs shall be as follows:
1. Street widths shall be 56 feet minimum for principal arterials to be
consistent with the adopted traffic plan and the proposed land divi-
sion ordinance.
2. Street widths shall be 44 feet minimum for Commercial/Industrial area
local, minor and arterial streets.
3. Street widths shall be 44 feet minimum for Residential area arterial
streets.
4. Street widths shall be 34 feet minimum for Residential area local and
minor streets.
5. Street widths for rural areas shall be as specified herein.
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Ordinance No. 4261
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6. Streets shall be constructed in accordance with Ordinance No. 3635 and
any amendments thereto.
7. The Director of Public Works or his designee shall determine the
nature, extent and location of the public improvements that are to be
provided as part of the street improvement per Ordinance No. 3635 and
any amendments thereto.
1) Alignment of future street construction shall be the
continuation of existing street alignment and patterns.
8. The determination of the Director shall be final unless a request to
defer installation of the public improvements is received and approved
by the City Council. The applicant shall submit a delay request to
City Council per Ordinance No. 3635 and any amendments thereto.
9. Right-of-way widths shall conform to Subdivision Ordinance or as
determined by City Engineer.
C. STREETS IN INDUSTRIAL AND COMMERCIAL ZONES
Streets in Industrial/Commercial Zones shall be constructed to the stan-
dards as set forth herein:
PROVIDED THAT THE FOLLOWING PROVISIONS ARE ADHERED TO:
1. On -street parking allowed as adjacent streets allow without
restricting capacity as determined by City Engineer.
2. Adjacent property owners shall provide separate on -site parking when
property is developed. No backing out onto City streets will be
allowed from on -site parking.
3. Adjacent property owners shall install a standard concrete sidewalk
as stated in Section D - Sidewalks herein.
4. Adjacent property owners shall place an extruded curb or parking bum-
pers, in areas adjacent to street in all parking areas not to be used
for driveways in conformance to Title 18 Zoning of the City of Auburn
Codified Ordinances and any amendments thereto.
5. Storm drainage shall not be allowed to be drained over the strip bet-
ween the property line and the gutter in excess of 400 square feet per
Chapter 12.44 of the City of Auburn Codified Ordinances and any amend-
ments thereto.
D. RURAL STREETS
Proposed and existing streets, other than designated arterials, which are
located within or adjacent to property and/or subdivisions with zoning of
rural residential (RR), and which are to serve only property designated
for residential uses, shall be constructed to meet the following City
standards:
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Ordinance No. 4261
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1. Right-of-way width shall be a minimum of fifty (50) feet.
2. The radii of curvature on the centerline shall be no less than fifty
(50) feet. Where the posted speed limit shall be greater than 25
miles per hour, or where conditions warrant, the City Engineer may
increase the minimum radius.
3. A tangent of at least one hundred (100) feet in length shall be pro-
vided between reverse curves.
4. The minimum lane width shall be 12 feet in those areas designated as a
school bus route.
5. Where average daily traffic ranges between 750 and over, the minimum
pavement width shall be 20 feet and the minimum shoulder width shall
be 4 feet each side.
6. Where average daily traffic ranges between 400 to 750 vehicles, the
minimum pavement width shall be 20 feet and the minimum shoulder width
shall be 3 feet.
7. Where average daily traffic is below 400 vehicles, the minimum pave-
ment width shall be 20 feet and the minimum shoulder width shall be 2
feet each side.
8. Shoulders shall be crushed rock and shoulder widths, if specified, may
vary to match existing conditions as approved by the City Engineer.
9. Pavement cross section shall be as determined by City Road Standards
Plan in effect at the time of construction or as determined by the
City Engineer.
10. Driveways shall be a minimum of 15 feet in width at the property line
and adequate type culvert pipe shall be placed in the roadside ditch
to convey storm water through the driveway area. Type, size and slope
of pipe shall be determined by the City Engineer.
11. All dead-end streets in excess of one hundred fifty (150) feet long
shall terminate in a circular turnaround having a minimum right-of-way
diameter of ninety (90) feet and a minimum pavement diameter of sixty-
five (65) feet. Exceptions may be granted per Section 10.207 of the
Uniform Fire Code.
E. SIDEWALKS
1. Sidewalks in Residential zoned areas shall be 5 feet wide abutting
back of curb.
2. Sidewalks in Industrial zoned areas shall be 5 feet wide abutting back
of curb.
3. Sidewalks in Commercial zoned areas shall be 7z feet wide abutting
back of curb unless otherwise approved by City Engineer where 7 z is
not needed for pedestrian flows, 5-foot sidewalk is required.
4. Sidewalks shall be constructed in accordance with Ordinance No. 3635
or Ordinance No. 3926 and any amendments thereto whichever is
applicable.
5. The property owner shall be responsible for the maintenance of
existing sidewalk areas from property line to curb including entire
corner radius.
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Ordginance No//.g4261-Page Three
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6. The Director of Public Works may grant a sidewalk delay where curb and
gutter does not exist. The Building Department will record the delay
with the property. Where curb and gutter exists, the applicant may
submit a delay request to the City Council per Ordinance No. 3635 and
any amendments thereto.
F. CURB & GUTTER
Curb and gutter shall be Type A or A-1 per the City of Auburn Standard
Specifications on all streets including residential, commercial, and
industrial streets except at driveways where it shall be Type V low
curb conforming to City standard details. Curb and gutter will not
be allowed on rural streets with a pavement width of 24 feet or less.
G. DRIVEWAY CONSTRUCTION
1. Driveway construction shall conform to City of Auburn standard detail
drawings and shall be to the widths as described on detail drawings
per Chapter 12.20.050 of the City of Auburn codified ordinances.
Maximum allowable frontage in driveways shall be sixty percent (60%)
of total frontage with maximum number of two driveways per frontage.
2. Driveway Installation Type of Driveway Construction
Condition
Street improvement with curbs Concrete per City Standard
and gutters with sidewalks Detail
Street Improvement with curbs Concrete where sidewalks may be
and gutters without sidewalks installed at some future date
per City Standard detail
H. ALLEYS IN INDUSTRIAL AND COMMERCIAL ZONES
Alleys in Industrial/Commercial Zones shall be constructed to the
standards as set forth herein:
PROVIDED THAT THE FOLLOWING PROVISIONS ARE ADHERED TO:
1. Where access to parking or property is by use of an alley, alley shall
be paved from nearest street of access through subject property.
2. Alley shall be constructed to line and grade as approved by City
Engineer.
3. Alley shall be constructed to approved cross-section and storm
drainage as determined by City Engineer.
I. STORM SEWER
1. Storm sewer shall be reinforced concrete pipe or PVC pipe conforming
to City standards and specifications with approved rubber gasket
joints or cement mortar lined ductile iron where less than one and
one-half (12) feet of cover exists.
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2. Pipe sizes, catch basins, catch basin inlets, and manholes shall con-
form to the standard specifications or as approved by the City
Engineer.
3. Permits will be approved by the City Engineer only after sufficient
design information is submitted and reviewed pertaining to quantity,
size of pipe, grades, catch basin location, and connection to the City
system. Storm detention/retention shall be designed and provided on
site in accordance with Chapter 17.30 of the City of Auburn codified
ordinances and any amendments thereto. Requirements of the Storm
detention/retention plan shall be per Chapter 17.30 of the City of
Auburn codified ordinances and any amendments thereto or as approved
by the City Engineer.
J. EXCAVATION, BACKFILL AND SURFACE REPAIR PROCEDURES
All excavation permittees, whose permit requires excavation in City street
surface or right-of-way, and are not within an LID District or other City
construction project, shall comply with the following requirements:
1. Permits Within Right -of -Way
a. Permits shall be issued in accordance with Chapter 12.24 of the
City of Auburn codified ordinances and any amendments thereto by
Building Department.
b. Time limit on permits is ninety (90) days from the date of issue.
c. Furnish drawings with dimensions and show all work to be done
including restoration. Drawings shall be on size of paper as
approved by the City Engineer.
d. Adequate time shall be allotted to the City for research of utili-
ties and placement on drawing before permit is issued.
e. Issuance of permits may be withheld where past performance has not
been adequate as determined by the City Engineer.
f. Notify the City Engineering Department the day before the work is
started and obtain approval to begin from the Construction
Inspector (24 hours notice required).
g. A copy of approved drawings and specifications shall be available
at work site for inspectors' review along with issued permit.
h. All excavation within public right-of-way shall be backfilled with
100% 5/8" minus crushed rock and compacted.
i. Pavement shall be sawcut full depth 12" back from excavation prior
to permanent pavement restoration unless otherwise approved by
City Engineer.
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j. Temporary cold patches shall be installed immediately upon comple-
tion of backfill (no gravel will be allowed) and contractor shall
be required to maintain temporary patch until permission is
received from City Engineer to install permanent patch, at which
time it shall be scheduled for completion.
k. Note the time limit on temporary patches (cold patches) shall be
seven (7) days unless otherwise approved by the City Engineer with
permanent patches complete within thirty (30) days.
1. Any contractor, licensed by the State, who performs work within
public right-of-way shall provide the City with a right-of-way
bond* prior to issuance of any permits as detailed under this sec-
tion. Such bond shall be executed by the contractor and a cor-
porate bonding company licensed to transact such businesses in the
State of Washington and named on a current list of "Surety
Companies Acceptable on Federal Bonds" as published in the
Treasury Department's Circular No. 570.
The expense of these bonds shall be borne by the Contractor. If at
any time a surety on any such bond is declared a bankrupt or loses
its right to do business in the State of Washington, or is removed
from the list of "Surety Companies Acceptable on Federal Bonds,"
the contractor shall substitute an acceptable bond (or bonds) in
such form and sum and signed by such other surety or sureties as
may be satisfactory to the City. The premiums on such bonds shall
be paid by the contractor.
The contractor may, in lieu of a performance bond, assign funds
over to the City of Auburn.
* Right-of-way bond is a performance bond conveyed to the City of
Auburn at a minimum sum of $2,000 or as agreed upon by City
Engineer to be held for a period of one year and which shall be
renewed annually if contractor is to perform work within public
right-of-way.
2. CONTRACTOR ORGANIZATION, SUPERVISION AND EQUIPMENT
All machinery and equipment shall be adequate for the purpose used
and shall be kept in good workable condition and operated by
experienced operators.
The contractor shall provide at all times during the progress of the
work, competent and necessary supervision. During the contractor's
absence, supervisor shall have full authority to execute the
orders or directions of the Engineer without delay and to promptly
supply such materials, tools, plant equipment, and labor as may be
required.
3. AUTHORIZED OFFICIAL
The Construction Inspector shall have full authority to accept or
reject any repair or require correction of any part.. The Construction
Inspector shall sign a copy of the permit after having inspected each
phase of the excavation and repair.
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Ordinance No. 4261
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The permittee shall sign their work area in accordance with the
M.U.T.C.D., 1980 edition, Part 6 and all modifications thereto by
W.S.D.O.T. to the approval of the City Engineer. Twenty-four (24)
hour notice shall be given to City Engineer for all detours. Detour
routes shall be approved by City Engineer. When vehicular traffic is
forced to cross centerline into opposing traffic lanes, a flagman or
channelization by coning shall be used. All traffic control devices
shall be provided by the permittee and all signing approved by City
Engineer when field set up.
5. ASPHALT SURFACES
Have saw cut edges full depth, cut a minimum of 12" back from excava-
tion in such a manner as not to disturb adjacent surfacing.
a. Notify Construction Inspector prior to commencing with backfill.
Backfill shall be 100% 5/8" minus crushed rock and shall be com-
pacted.
b. In the event a permanent repair cannot be made immediately, the
contractor shall make a temporary repair using cold mix asphalt.
It shall be the contractor's sole responsibility to maintain such
temporary repair to provide a smooth riding surface. In either
case, the surface cut shall have a tack coat of --asphalt or asphalt
emulsion applied to the entire edge and the full depth of surface
repair and the edges sealed with a like material. Molten coal tar
will not be allowed for this purpose.
c. Where excavation is in an existing street, trench backfill
material shall conform to crushed surfacing top course meeting the
requirements of the "Standard Specifications" as directed by the
City Engineer. Backfi ll will be placed and compacted in one -foot
lifts. After backfill and compaction, an immediate cold mix patch
will be placed and maintained in a manner acceptable to City
Engineer. A permanent hot mix patch the same thickness as the
original asphalt or a minimum of 2", which ever is greater, will
be placed and sealed with a paving grade asphalt within 30 calen-
dar days, as directed by the City Engineer.
6. CONCRETE SURFACES
Saw concrete 12" from excavation full depth to obtain a straight edge.
Backfi ll shall be the same requirements as for asphalt surfaces.
Surface shall be restored by placing the same depth and strength
concrete as the original surface. Concrete repair shall be protected
from traffic until it is properly cured.
7. CONCRETE DRIVEWAY SECTIONS
Existing curb and gutter which will be disturbed by installation of a
driveway, shall be done by removing the entire curb and gutter and
replacing it with new curb and gutter and driveway section per stan-
dard detail drawings. Curb and gutter shall be removed back to the
nearest through joint or sawcut to provide a smooth straight surface
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to abut new curb and gutter section. Existing driveway openings no
longer used or which do not fit property usage shall be removed in
their entirety and replaced with new curb and gutter (and sidewalk if
sidewalk exists adjacent to the opening).
8. UTILITY STRIP PAVING
Where a utility strip between curb and gutter and sidewalk exists, not
including the driveway, it may be paved, if other than grass is pre-
ferred, by the adjacent property owner providing the following cri-
teria is adhered to:
a. Material shall be Portland Cement Concrete 5 (12) or Class 5 (3/4)
at contractor's option. No asphalt concrete will be allowed.
b. Thickness of material shall be 4" minimum. Where unsuitable
material exists in the subgrade, it shall be removed and filled
with select material.
c. Dummy joints and contraction joints shall be placed as con-
tinuation of joints in adjacent sidewalk, and no span shall exceed
15' without a contraction joint.
d. Material shall be placed and finished in a workmanlike manner and
must be approved by the Utility Inspector.
e. Expansion joint material shall be placed around any existing
improvements within utility strip.
9. REPLACEMENT OF DEFECTIVE WORK
It shall be the contractor's responsibility to replace such defective
labor or materials within ten (10) days of the notice to the contrac-
tor. In the event of such refusal, neglect or failure the City will
employ by contract or otherwise any person or persons to finish the
work and provide materials therefor at the cost of the contractor.
10. GUARANTEE
The work furnished under these permits shall be guaranteed for a
period of one year from the date of acceptance against defective
materials or workmanship. Upon receipt of notice from the City of
failure of any part of the repair during the one year guarantee
period, the affected part or parts shall be replaced at the expense of
the Contractor.
A performance bond (right-of-way bond) shall be provided to insure
against defects appearing or developing in the material or workmanship
provided or performed under this permit within a period of one year
after acceptance. The bond will be required to stay in effect and be
maintained until the one year guarantee period has elapsed for the
most recent completed project and shall be released or renewed as
required by the City Engineer.
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K. LOCAL IMPROVEMENT DISTRICTS AND STREET DEVELOPMENT PROJECTS
1. No LID will be initiated on streets with a right-of-way of less that
50 feet nor LID will be initiated on a half -street unless specifi-
cally approved by the appropriate Council Committee. It shall be the
developer's responsibility to improve all streets adjacent to their
development of half -street standards per Ordinance No. 3635 and any
amendments thereto.
2. The City will perform the engineering and inspection for LID's. The
property owners will pay for their proportionate share of the cost of
the LID, including construction, engineering, and inspection except
for arterial streets where the City may share in the cost only when
approved by the appropriate Council Committee.
3. Surfacing for streets improved under an LID shall be as follows:
a. The surfacing shall be either asphalt concrete or Portland
Cement Concrete.
b. An LID for bituminous surfacing will not be allowed.
4. The necessary storm sewers, sanitary sewers, and water lines, curb and
gutter, sidewalks, illumination, signing, channelization, signaliza-
tion and all appurtenances, etc., shall be included in the LID.
L. PLATS
1. The developer shall submit complete plans and profiles, to scale
approved by the City Engineer, of the streets, curbs and gutters
sidewalk, sanitary sewers, water lines, and storm sewers to the City
Engineer for approval prior to proceeding with construction. Plans
shall include street cross -sections every 50 feet as required.
2. Half -streets shall not be constructed, unless approval is obtained from
the appropriate Council Committee through half -street ordinance proce-
dure.
3. All street and utility construction for plats will be inspected by a
City Inspector; the cost being borne by the developer.
4. Street construction for plats shall be to minimum width with sidewalk
curb and gutter, asphalt concrete pavement, and storm sewer, as
required by the City Engineer.
5. All street lighting, traffic signing, and channelization plans, as
required by the City Engineer, shall be submitted to the Engineering
Division for approval.
6. "As Built" drawings shall be furnished by the developer on mylar prior
to acceptance of improvements.
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2. DUST OILING
a. The City of Auburn Street Division will prepare all streets,
alleys, and public right-of-way for dust oiling.
b. Dust oiling shall be accomplished per City of Auburn
Specifications under the direction of the Street Supervisor.
c. Dust oiling of City streets will only be allowed by those contrac-
tors or fuel dealers who have a current Street Construction Bond
to the City of Auburn.
d. The Street Division will prepare streets for each oiling job upon
individual request by the contractor. This preparation will
include a minimum of blading and patching, the cleaning of gut-
ters, and the picking up of over -size material. Contractors shall
supply length and width of intended oil application with each
request for preparation to the Street Division. The Street
Supervisor will determine if single lane roads and other streets,
which have never been maintained, will be prepared by the City for
oiling. Streets can be prepared by property owners at their own
expense, but must be inspected and approved by the Street
Supervisor before oil is applied. Dust oiling will not be allowed
on those streets which have not been prepared.
e. The City of Auburn assumes no responsibility for this temporary
type of surface treatment after streets are oiled. A minimum of
patching will be done, and the street will be scarified, bladed,
and shaped when found uneconomical to be maintained by the Street
Division.
f. Dust oil streets will be maintained as such only as long as prac-
ticable, as determined by the Street Supervisor. After dust oil
streets have deteriorated, they will be maintained as gravel
streets. Streets with bituminous surfacing or asphalt concrete
surfacing will be maintained as such unless approved otherwise by
the City Council.
g. An LID for street surfacing of any type (asphalt concrete or
cement, concrete) will not preclude the assessed property from
being included in a future LID for streets improvements.
3. DUST OILING - LID PROJECTS
a. It shall be the responsibility of the Street Division to control
dust, if necessary, on all street sections where an LID has been
sanctioned by the Council, until such time as a bid has been
awarded for the improvement, and at which time the responsibility
for dust control will be that of the successful bidder or general
contractor. This item shall be included in all contracts as stan-
dard form involving work within the right-of-way or on other City -
owned properties.
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b. It shall be the responsibility of the Street Division to control
dust, when directed by the City Engineer, where a property owner
(who has previously paid for a street improvement LID and does not
abut a gravel street) is annoyed by dust and further if the speci-
fic instance is referred to the City Council and subsequently
approved.
4. STREET SURFACE MAINTENANCE
It shall be the City Council's guideline, within the limits of
available funding, that streets without curb and gutter will receive a
seal treatment, arterial streets will be overlaid, and all residential
and other streets will receive a seal treatment unless traffic volumes
or loads would indicate a higher type surface. The criteria shall be
as follows:
OVERLAY CRITERIA
1. Arterial or heavy traffic
2. Adequate drainage
3. City obligated to maintain
4. Adequate base
5. Acceptable and usable existing seal coat or asphaltic concrete
surface.
6. Need structural improvement
SEAL COAT CRITERIA
. Local access street
2. Light traffic
3. City obligated to maintain
4. Adequate base
5. Minimum paved width of 22 feet
6. Past experience of maintenance problems and anticipate future
maintenance
7. Adequate drainage
Section 3. The appropriate Council Committee reserves the right to
deviate from this ordinance where engineering conditions warrant special con-
sideration. The decision of the appropriate Council Committee of the City
Council may be appealed to the City Council by the applicant and the City
Council shall, by majority vote, confirm, reverse or modify the decision of
the appropriate Council Committee.
Section 4. The Mayor is hereby authorized to implement such administra-
tive procedures as may be necessary to carry out the directions of this
legislation.
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M. GRAVEL STREETS
1. Gravel streets will be accepted by the City only if they meet the
following requirements;
a. City Council approval.
b. The necessary right-of-way has been deeded to the City.
c. The street has been constructed to the necessary width (34 feet for
residential streets and 44 feet for arterial streets) and has a
minimum of six (6) inches of pit run gravel over a stable subgrade
and two (2) inches of 5/8-inch minus crushed rock surfacing.
d. The grade and cross section has been approved by the City
Engineer with appropriate storm drainage.
2. Gravel streets which do not meet the standards in a, b, c, and d
above will not be accepted by the City for maintenance.
N. STREET LIGHTING
1. Minimum light levels for public and private streets shall conform to
City of Auburn Standard Detail Drawing for street light spacing and
design.
2. High pressure sodium vapor lighting shall be used on City streets.
3. Luminaires shall be GE or approved equal. Arterial and residential
street lighting standards shall be tapered round aluminum with Davit
bracket arm with five (5) foot - nine (9) inch radius.
4. Subdivision and industrial or commercial development lighting is to be
designed and provided by the developer meeting the above requirements.
Design calculations and layout plan shall be provided by the developer
and approved by the City Engineer.
5. Installation of street lights shall conform to City Standard Details
and Specifications.
6. Maximum street light spacing and height shall conform to City of
Auburn standards based on appropriate wattage to meet the minimum
light levels and uniformity ratios conforming to City of Auburn
Standard Detail Drawing for street light spacing and design.
City of Auburn prefers staggered spacing but one side spacing will be
considered where physical restraints warrant.
0. MAINTENANCE
1. Streets accepted by the City Engineer shall be maintained by the City
of Auburn Street Division.
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Ordinance No. 4261
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Section 5. This Ordinance shall take effect and be in force five (5)
days from and after its passage, approval and publication, as provided by law.
INTRODUCED:
PASSED:
MARCH 7, 1988
MARCH 7, 1988
APPROVED: MARCH 7, 1988
ATTEST:
City(Ter
APPROVED AS TO FORM:
PUBLISHED: MARCH 13, 1988
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Ordinance No. 4261
Page Thirteen of Thirteen
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y AL Lo rn ey
STATE OF WASHINGTON)
ss.
COUNTY OF KING )
I, Robin Wohlhueter, the duly appointed, qualified City Clerk of the
City of Auburn, a Municipal Corporation and Code City, situate in the
County of King, State of Washington, do hereby certify that the foregoing
is a full, true and correct copy of ordinance No. 4261 of the ordinances of
the City of Auburn, entitled "AN ORDINANCE."
I certify that said Ordinance No. 4261 was duly passed by the Council
and approved by the Mayor of the said City of Auburn, on the 7th day of March
A.D., 1988.
I further certify that said Ordinance No. 4261 was published as pro-
vided by law in the Valley News, a daily newspaper published in the City of
Auburn, and of general circulation therein, on the 13th day of March A.D., 1988.
WITNESS my hand and the official seal of the City of Auburn, this 22nd
day of March A.D., 1988.
CITY CLERK OF THE CITY OF AUBURN