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HomeMy WebLinkAbout4261 (2)1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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 Auburn City Ordinance No. 3929, passed December 19, 1983, is, upon the effective date of this Ordinance, repealed in its entirety.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. ------------------------ Ordinance No. 4261 Page One 01/O8/88 02/10/88 O3/01/88 1 2 8 9 10 11 0>Pa 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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: ------------------- Ordinance No. 4261 Page Two O1/08/88 02/10/88 03/01/88 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 M 31 ME- 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 72 feet wide abutting back of curb unless otherwise approved by City Engineer where 72 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. ------------------------------- Ordinance NN1o//.gg4261-Page Three 3%8%88; 223%4%888�Page Three only) Oil 2 3 4 5 6 7 8 9 10 11 12 13 141 04M 161 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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 'D' 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 Condition Street improvement with curbs and gutters with sidewalks Street Improvement with curbs and gutters without sidewalks H. ALLEYS IN INDUSTRIAL AND COMMERCIAL ZONES Type of Driveway Construction Concrete per City Standard Detail Concrete where sidewalks may be installed at some future date per City Standard detail 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. ----------------------- Ordinance No. 4161 Page Four 01/08/88 02/10/88 03/01/88 1 `A 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ----------------------- Ordinance No. 4261 Page Five O1/08/88 02/10/88 03/01/88 1 2 3 4 5 6 71 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ------------------------- Ordinance No. 4261 Page Six 01/08/88 03/001/88 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4. SIGNING 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 --------------------- Ordinance No. 4261 Page Seven 01/08/88 02/10/88 03/01/88 R 2 3 4 5 6 7 8 9 10 11 12 131 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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 (111) 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. ------------------------- Ordinance No. 4261 Page Eight O1/08/88 02/10/88 03/01/88 1 2 3 4 5 6 7 8 9 10 11 12 13 11 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. 14 L. PLATS 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ------------------------- Ordinance No. 4261 Page Nine 01/08/88 02/10/88 03/01/88 1 2 3 4 5 6 7 0 E 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ----------------------- Ordinance No. 4261 Page Eleven 01/O8/88 02/10/88 O3/01/88 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ---------------------- Ordinance No. 4261 Page Twelve O1/08/88 02/10/88 03/01/88 --J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16' 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 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. ------------------------ Ordinance No. 4261 Page Ten O1/08/88 02/10/88 03/01/88 1. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19' 20 21 22 23 24 25 26 27 28 29 30 31 32 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: MARCH 7, 1988 PASSED: MARCH 7, 1988 APPROVED: MARCH 7, 1988 ATTEST: city er APPROVED AS TO FORM: PUBLISHED: MARCH 13, 1988 --------------------------- Ordinance No. 4261 Page Thirteen of Thirteen 01/O8/88 02/10/88 O3/01/88 y HtLo rney 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. l/lJ J CITY CLERK OF THE CITY OF AUBURN