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HomeMy WebLinkAbout1991- 8 Amending Chapter 12 of the Vail Municipal Code to Provide for Changes and Additional Conditions Relating to Street Openings, Excavations , and Pavement Cuts~ ' *• ORDINANCE ~l0. S Series of 1991 AN ORDINANCE AMENDING CHAPTER 12 OF THE MUNICIPAL CODE OF THE TOWN OF VAIL TO PROVIDE FOR CHANGES AND ADDITIONAL CONDITTON5 RELATING TO STREET OPENINGS, EXCAVATIONS, AND PAVEMENT CUTS; AND SETTING FORTH DETAILS iN REGARD THERETO WHEREAS, it is the opinion of the Town Council that the public health, safety and welfare of the inhabitants of the Town of Vail would be served by updating the street cut ordinance; and WHEREAS, the Town Councii wishes to reduce damage to recently reconstructed Tawn of Vail streets; NOW, TWEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLORADO: 1. Section 12.040.200 of the Municipal Code of the Town of Vail is hereby amended to read as follows: 2.04.200 Safety Devices Every permitee sha11 provide a construction traffic control plan in accordance with the most recent Manual on Uniform Traffic Control Devices published b.y the State of Colorado {MUTCD) far each situation, phase or part of the work. This plan shall have the Public Works' approval before the permit is issued. Every permittee shall provide and maintain all suitable traffic control devices as prescribed nn the approved Construction Traffic Control Plan for the duration of the project. Additional safety regulations may be prescribed by the Town of Vail Public Works Department. Whenever any person fails to provide or maintain in an emergency situation adequate safety devices, such devices may be installed and maintained by the Town, and the amount of the cost thereof shall be paid by the person obtaining the permit. It shall be unlawful to willfully move, remove, injure, destroy or extinguish any barrier, warning light, sign, or notice erected, placed or posted in accordance with this section. 2. Section 12.040.240(H) of the Municipal Code of the Town of Vail is hereby amended to read as follows: 12.04.240(H) Deposits, securities, or performance bonds shall be necessary to ensure that the cast of repair or maintenance is paid by the permittee. 3. Chapter 12.04 of the Municipal Code of the Town of Vail is hereby amended by the addition of Section 12.04.245 to read as follows: t . .. r ~ Any permittee shall warrant all work completed pursuant to this chapter for one full year from the date of the completion of the work. The Town of Vai11 shall hold all deposits, securities or performance bonds deposited by the permittee as a condition of granting any permit during the period of the one-year warranty. One month prior to the expiration of the one-.year warranty, the Town of Uail Public Works Department shall inspect the street cut. If the work is acceptable to the Town of Vail Public Works Department and to utility companies who serve the Town, the security will be returned to the permittee at the end of the one-year period, provided the street cut remains acceptable in the twelfth month, and the necessary soils compaction tests are prod ded, as required by Section 12.04.270. 4. Sectinn 12.04.240 of the Municipal Code of the Town of Vail is hereby amended by Paragraph I to read as follows: 12.04.240{I} When a reasonable alternative exists as determined b_v the Public Works Director, street cut permits requiring the cutting of pavement, shall not be issued on Town streets which have been reconstructed as a part of the Town of Vail Street Improvement Program. The Town shall provide all utilities with a copy of the adapted Tawn of Vail Street Improvement Program and any amendments thereto on an annual basis. 5. Section 12.04.250 of the Municipal Code of the Town of Vail is hereby amended to read as follows: 12.04.250 Paved Street Restoration-Required R1l pavement costs, openings and excavation shall be backfilled, surfaced and restored. Final surfacing shall be made within thirty days from the date the street cut permit is issued. Failure to complete surfacing within the thirty-day period shall deem the street cut permit null and void. The performance bond or security will also become due at this time. The Department of Public Works shall then take 5tep5 necessary to complete the unfinished work. The original permittee may also complete the work upon obtaining a new permit and performance bond. In the case of street cut permits issued after October 15th, the permittee shall completely restore the paved surface by November 15th without exception. Failure to do so will also result in the permit becoming null and void. The performance bond will become due on November 15th, and the Department of Public Works shall take the necessary steps to complete the work. Backfiiling under paved streets shall be in accordnace with the specifications in Sections 12.04.260 and 12.04.340. _2.. F 6. Section 12.04,260 of the Municipal Code of the Town of Vail is hereby amended to read as follows: 12.OR.260 Paved Street Restoration-Material t ' ~ ~ .. Material shall be granular, consisting essentially of sand, gravel, rock, slag, disintegrated granite or a combination of such materials. Yt shall be a well-graded mixture containing sufficient soil mortar, crusher dust or other binding materials which, when placed and compacted, will result in a firm, stable foundation. Material composed of uniformly sized particles or which contains pockets of excessively fine or excessively coarse material will not be acceptable. The backfill material shall meet the following gradation: Sieve Designation Percent by Weight passing 2 1/2 inch 100 2-inch 95-100 No. 40 30-60 No, 200 5-15 Ali material passing the No. 40 sieve shall have a liquid limit of not over thirty five and a plasticity index of not over six. Test far a liquid limit and plasticity index shall be in accordance with A.A.S.H.T.O. designations T-89 and T-91 respectively. Six inches of Colorado Department of Hi~hwa.v's Class 6 Agareaate Base Course will be reauired on top of the subarade material. The Class 6 A.B.C. shall meet the following Gradation: Sieve Designation 1-inch 3/4-inch 1/2-inch 3/8-inch No. 4 Percent by Weight Passing lOD 95-100 20-55 0-15 0-5 7. Section 12.04.270 of the Municipal Code. of the Town of Vail is hereby amended to read as follows: 12.04.270 Paved Street Restoration-Construction Methods A. The bottom twelve inches and the tap eighteen inches of the sub~rade backfill shall be the same type of backfill material specified in Section 12.04.260. The excavated material may be used for the remainder of the backfill, provided that no materials greater than six inches in diameter shall be used for backfill. The material shall be deposited in layers not exceeding twelve inches in thickness prior -3- .. ..'- to compacting. Each Toyer shall be compacted with suitable mechanical tamping equipment. It shall be compacted sufficiently to obtain afield density which is at Teast ninety-five percent of theoretical density as determined by A.A.S.H.T.O. Method T-147. The Department of Public Works shall require all permittees to contact the Department of Public Works 24 hours in advance of commencement of backfill operations to allow the Department time to arrange soil compaction tests. Failure to contact the Department will result in fortifeture of the street cut bond monies. The cast of compaction tests will be paid by the Town. The costs of retests will be paid b.v the permittee. Compaction methods not authorized herein must be approved by the Department of Public Works prior to their use by the permittee. B. All longitudinal cuts that are located four feet ar more into the paved area and exceeding fifteen feet in length shall be patched and the entire street overlaid with asphaltic concrete a minimum of one and nne-ha]f inches thick. This requirement shall not be applicable to cuts for the installation of structures that extend four feet or more into the paved area, unless otherwise required by the Qirectar of Public Works. 8. Section 12.04.280 of the Vail Municipal Code is hereby amended to read as fnl1aws: Section 12.04.280 Unpaved Street Restoration-Material The bottom six inches and the top twelve inches of subgrade backfill shall be the same type of backfill material specified in Section 12.04.260. Six inches of Class 6 A.B.C. as specified in Section 12.04.2b0 will be required on top of the subgrade material. The excavated material may be used for the remainder of the backfill, provided that na materials greater than eighteen inches in diameter shall be used for backfill. 9. Section 12.04.290 of the Vail Municipal Code is hereby amended to read as fn1Tows: Section 12.04.290 Unpaved Street Restoration-Construction Methods The backfill material shall be deposited in layers not exceeding eighteen inches in thickness prior to compacting. Each layer shall be compacted with suitable mechanical tamping equipment. It shall be compacted sufficiently to obtain a field density which is at least ninety percent of theoretical density as determined by A.A.S.Il.T.O. Method T-99. Field density shall be determined by A.A.S.H.T.O. Method T-147, in no event shall water jetting be allowed for compaction of backfill material. _4- r 10. Section 1.2.04.300 of the Municipal Code of the Tawn of Vail is hereby amended to read as follows: 12.04,300 Unsaved Nonvehicular Public Places Restoration Excavations in unpaved public places not used as vehicular ways-may be backfilled with suitable material and shall be compacted in lifts not to exceed eighteen inches in depth to sufficiently obtain afield density which is at least eighty-five percent of theoretical density as determined b.v A.A.5.H.T.O. Method T-99, Field density shall be determined by A.A,S.H.T.O. Method T-147. The top six inches shall be a topsoil material meeting the following specification: Topsoil: Natural, friable, fertile soil characteristic of productive soil in the vicinit,v, reasonably free of stones, clay lumps, roots, and other foreign matter. All vegetated areas shall be returned to their oriaina1 condition. This includes grasses, sad, shrubs, trees, flowers and any irrigation system disturbed during the excavation process per Department of Public Works' Standard Landscaping Restoration specifications. The lines and grades of the completed grading shall meet the original lines and grades prior to commencement of work. 11. Section 12.04.310 of the Municipal Code of the Town of Vail is hereby amended to read as follnws: 12.04.31.0 Asphaltic Concrete ar Oil-and-Chia Surface Restoration The cut and restoration of asphaltic concrete ar oil-and-chip surface shall be made in the following manner: A. The initial pavement cut shall be made a minimum of one foot wi-der than the trench an all sides of the trench, a minimum of three feet wide, and the cut in the paving shall be made with a power circular saw or other method as specifically approved in writing 6y Public Works. B. The asphaltic concrete or oil-and-chip surface shall be of grade E, Efx) ar equivalent Hot Bituminous Pavement fHBP?. The asphalt cement shall be AC10. The minimum depth of asphalt concrete pavement placed over the six inches of Class 6 A.B.C. shall be as follows or match the depth of the existing surface surrounding the excavation, whichever is greater: Bike Paths: 3 inches Local Streets (Public/Private): 3 inches Collector Streets: 5 inches Arterial Streets: 6 inches -5- ~• ,' The minimum lift shaT1 not be less than one and one-half inches thick and the maximum lift shall be two and one-half inches. The new surface shall meet the lines, grades, quality and appearance of the existing surface surrounding the excavation, and be sealed with a chemical as approved by Public Works. 12. Chapter 12.04 of the Municipal Code of the Town of Vail is hereby amended by the addition of Section 12.04.315 to read as follows: 12.04.315 Portland Cement Concrete Pavement, Walks, Gutter Pans and Curb Restoration The cut and restoration of partland cement surfaces shall be made in the following manner: A. The initial pavement cut shall be made a minimum of one foot wider than the trench on all sides of the trench, a minimum of five feet wide, and the cut in the paving shall be made with a power circular saw or other method as specificall.v approved in writing by Public Works. B. The minimum pavement section shall be six inches or match existing, whichever is greater, an top of the six inches of A.B.C. The concrete specifications shall meet the Colorado Department of Highways specifications for partland cement concrete pavements. Concrete for gutters and curb and gutter shall be reinforced with fibrous concrete reinforcing at the rate of 1.5 lb/C.Y. fibers shall be 100% virgin polypropylene fibrillated fibers. Add fibrous concrete reinforcement to concrete materials at the time concrete is batched in amounts in accordance with approved submittals for each type of concrete required. Mix batched concrete in strict accordance with fibrous concrete manufacturer's instructions. The new surface shall meet the lines, grades, quality and appearance of the existing surface surrounding the excavation, and be sealed with a chemical as approved b.y Public Works. 13. Chapter 12,04 of the Municipal Code of the Town of Vail is hereby amended by the addition of Section 12.04.440 to read as follows: 12.04.440 Appeal Anv applicant which is denied the issuance of a street cut permit, ar which has a street cut permit revoked ma,y appeal such denial or revocation b.y filing an appeal in writing within five days of such revocation or denial with the Town of Vail Building Board of Appeals. The Building Board of Appeals will schedule a hearing within ten days of the receipt of the appeal, and provide notice of such hearing to the applicant. The Board of Building Appeals after hearing evidence presented by -6- • ~ ~ ~ ~ the applicant and the Tawn may confirm, amend or modify the action of the Public Works Director of the Town. Whenever an applicant's street cut revocation or denial is being heard by the Building Board of Appeals, a representative of the utility companies servicing the Town of Vail shall be entitled to sit on the board and cast a vote. The representative of the utility companies, who shall be entitled to sit on the Building Board of Appeals when it hears the appeal of a revocation or denial of the issuance of a street cut permit, shall be chosen by a vote of all the utility companies serving the Town of Vail. The Town shall be notified b.y a .joint letter signed by all the utility representatives not later than February 1st of each year, as to who the utility company representative shall be far the current year. Anv utility company whose street cut permit has been revoked or denied by the Public Works Department may appeal any decision of the Building Board of Appeals relating to the revocation or denial of the street cut permit by filing a written appeal to the Town Council of the Town of Vail within thirty days following such decision. The Town Council shall hear the appeal in accordance with its rules and procedures. The Town Council ma.y confirm, reverse or modify the action of the Building Board of Rppeals. 14. Section 12.12.010 of the Municipal Code of the Town of Vail is hereby amended to read as follows: 12.12.010 Abutting Property Owners Required to Connect to Utilities Whenever any paving of the street is authorized or ordered by the Town Council of the Town of Vail, its agents or employees, the Town Council may order the owners of the abutting property to connect their premises with the gas, sewer or water mains, or with any other utility in the street right-of-way. if connecting to utilities is not fieasible, the Town Council ma.v order owners to share in the cost of constructing main line improvements outside of the paved street right-of-way,. Upon default of any owner for twenty days after such an order to make the connections, the Town Manager may contract for and make the connections or improvements at the same distance under the regulations and in accordance with the specifications as may be prescribed. The whole cast of each connection or improvement including labor, material, equipment, necessary engineering, legal and publication expenses, shall be ascertained by the Town and the cost to each owner shall be determined according to the material used and worked on under the contract in connecting ar improving such property to said utilities. The engineering, legal and publication expenses shall be charged in such proportion as each connection or improvement bears to the whole. -7- .. ., 15. A11 bylaws, orders, resolutions and ordinances, or parts thereof, inconsistent herewith are hereby repealed to the extent only of such inconsistency. This repealer shall not be construed to revise any bylaw, order, resolution or ordinance, or part thereof, heretofore repealed. INTRODUCED, READ, AND APPROVED ON FIRST READING THIS 2nd DAY OF Aur3.l , 1991, and a public hearing shall be held on this ordinance on the 2nd day of Avri1 , 1991, at 7:30 p.m. in the Council Chambers of the Vail Municipal Building, Vail, Colorado. Ordered published in full 2nd day of Anri.l 1991, Kent R: Rose, Mayor ATTEST: Pamela A. Brandmeyer, Town Clerk INTRODUCED, READ, AND APPROVED ON SECOND READING AND ORDERED PUBLISHED by title only this 16th day of April , 1991. 7a~~~/ V~' V'C ~~ Kent R. Rose, Major ' ATTEST: Pamela A. Brandmeyer, Ta n Clerk ..g.~ • r ~ m A O ~~ ~, p g Q fl ~ Q, r ~ ~ ~ ~~~~~"u~•~ ~Q ~ ~ ~~ ~ y w 'Y _ •v i - ~I 4 ~r~j'Sg~ u1A/ ~ ~~ ~ ~ 0 Q R~~ Q Q ~ Q m ~ F•d Y ~a m ~ ~ a~ m v, p _ ~ Q, ~_ i6 ~ c Q ~ ~ ~ ~ ~~ ~ ~.n ~ H Q C ~ O~ ~a~ ~ ~~~ ,.« m ~ ~ ~ ~~ Q ~:~~ ~ ~ o ~ v ~ ~ ~, ~ ~ ~~ ~~~~~.~ -w '~ - ~~ m ~ ~ ~ ~~?~ ~ ~t-,~ .~ g ~ ~ ~~~~m~QS~ ~ ~ ~~~:~~04~~ (~ ~~~TY~7 ~~~ _~~~ A d ~ ~ T,. 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