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Home My WebLink About1983-066 Installation PermitJACKSON COUNTY DEPARTbfl~NT OF PUBLIC WORKS 200 Antelope Road White City, Oregon 97503 UTILITY INSTALLATION PERMIT NA~ME CITY OF ASHLA~ND DATE August 15 , 19 83 (Contracting Agency or Owner) ADDRESS City Hall Ashland, OR 97520 PHONE 482-3211 This permit is granted to you subject to the General Conditions stated below and the Special Conditions attached. Violation of any of said conditions will constitute sufficient cause for permit cancellation. ANY WORK ON ANY PORTION OF THE INSTALLATION DESCRIBED BELOW WIIHOUT A VALID PERMII CONSIIIUIES A VIOLAIION OF O.R.S. 374.30{. Description of installation Digging to. repair Lithia water line in three locations between Tolman Creek Road and the railroad tracks on the north side of the road; no call. Location of InStallation EAST MAIN STREET - east of tracks GENERAL CONDITIONS: e This permit is granted for use only on roads under the jurisdiction of the Jackson County Board of Commissioners and is not valid upon any federal highway, state high~ay, city or town street, or any road not on the county road system of Jackson County. The Jackson County Department oEPublic Works is to be notified a minimum of 24 hours prior to starting work within a County road right-of-way (776-7268 or 826-3122). As provided in O.R.S. 758.010 the Public Works Department, acting on behalf of the County Board of Commissioners, may designate where utilities may be located within a County road right-of-way and may Order the location of such facility changed if deemed expedient. Permittee shall be responsible for all damages caused by any operations associated with the utility installation. All damaged areas shall be restored to an "as good as, or better than" condition as existed prior to the utility installation. Permittee agrees to hold the County of Jackson harmless and blameless from any damages that may be caused by the installation, maintenance, or operation of the above-described utility.. Permittee shall be responsible for restoration and maintenance of all areas adversely affected by the utility installation for a period of two (2) years after completion of ~he project. By acceptance of this permit, permittee agrees to be responsible for all permit conditions, including the attached Special Conditions, and said responsibility shall survive the termination of this permit. ' ~ ~&u~°riz e~d 'Represent a~e) (~itle) E~I~TION DATE: Oct. 31, 1983 sdw CO~X{PLETION DATE: By: ~r~.~z~-t.-~-e~· C/ x)~w.~_~/ (A~th~ze~ R~re~ntat~ve) Utility Inspector (Title) For: Robert J. Carstensen Director of Public Works Revised 12-04-81 WJG/sdw REVISED 8- 20-91 II -2:5 - 81 TYPICAL SECTION TRENCHES SURFACE REPLACEMENT: ED~ I) IF GRAVEL; NONE REQUIR 2) IF OIL MAT; O- 7 ASPHALT PENETRATION FOR WITHIN ROADWAY IF CONCRE+E OR ASPHALTIC CONCRETE; CLASS "C" ASPHALTIC CONCRETE, MATCH MACADAM OVER ROCK AND OIL ~. EXISTING THICKNESS-2" MIN. IF OVER 2" PRIME COAT. /I /4' ~ DEPTH CONSTRUCT IN 2 LIFTS. TACK. EDGES OF .... .~ OLD SURFACING, /_' Z4' ' 95% (00% BELOW 36') RELATIVE ['/ / /// ;"1 DECOMPOSED GRAN~TEOR~ANO MAXIMUM DENSITY AT OPTIMUM I / / TRENCH I / PIT RUN BASALTIC SHALE /I OSHD MET.O0 OR AASHO T-~9~ / / / / /I . ~XCAVA~D ~AT~.~ ~ FAILURE TO OBTAIN A PERMIT OR NON-COMPLIANCE WITH THE PERMIT CONDITIONS IS A MISDEMEANOR, O.R.S. 374.305-374.310. /1 Material used shall comply with the Public Works Department's Standard Specifications. /2 Requires prior approval of the Public Works Director. ~3 Water settlement method of compaction may be used only with prior approval of the Public Works Director. /4 Methods of construction shall comply with the Public Works Department's Standard Specifications. /5 Material and method of construction shall comply with the Public Works Department's Standard Specifications for County Roads. TRENCH BACKFILL MATERIAL - The moisture content of materials to be mechanically compacted shall be within Plus 2 or Minus 4 percentage points of optimum moisture at the time of compaction. SPECIAL CONDITIONS - 1 wITHIN ROADWAY ;- :- '" OUTSIDE ROADWAY BASE ROCK _.,l' ROADSIDE DITCH 30" MINIMUM A- PIPE OR OTHER UTILITY _.L. 36" MINIMUM FOR ELECTRIC POWER CABLES TYPICAL SECTION FOR TRENCHES OUTSIDE ROADWAY i~O:JN,.~ TO ALLOW FCR SETTLEME,".',T ~-~... SHALE OR COAP...SE ROCK UNLESS OTHERWISE DIRECTED '~ ~ .... UNDER ROADSIDE DITCH ~ WHEN REQUIRED TOPSOIL WHEN 5(3'! MINIMUM ,~"~ ~ , '~ ~ '~,,~..__ XCAVATED /pE\ PI ZONE SPECIAL CONDITIONS - 2 Z bJ 'r W n~ Ld bJ 0 Zl~. 0,~ -J 0 ® z W 03 ~ bJ W z I- z w W ~uz 03 o ~,~, ~ W zo~ _J X LUO _J 0 ~fi o m 0 t... z ~z OW ,,, o ~-g ~_,,, 0 .~Z -r' ~z 7 wo <:~ o .:': :-"6).".:.".' Z -r W '0 m Z I- .0 bJ {.9 SPECIAL CONDITIONS - 3 SPECIAL CONDITIONS FOR UNDERGROUND UTILITIES WITHIN COUNTY ROAD RIGHTS-OF-WAY MINIMUM LENGTH OF OPEN TRENCH - Unless otherwise approved by the Director, .backfilling of longitudinal trenches shall be accomplished so that no more than 200 feet of trench is left open at any time. No more than half the road may be closed a~ any time for either longitudioal or transverse trenches. ° 2. BACKFILL MAINTENANCE - The surface of the backfitled trench shall be watered and g~=~ a~ often as necessary 'co keep th~ traveled way ...... ~ and dust free. If required by the Public Works Director, an approved dusY palliati~e shall, be applied. TEMPORARY PAVEMENT REPLACEmeNT - Cross trenches or other local pavement cuts shall be repaved immediately except that if the contractor chooses to wait until all trenching and backfilling is completed, a temporary asphalt covering (cold mix) may be constructed. The temporary surfacing shall be removed in its entirety before placement of the permanent pavement. 4. COMPACTION TESTING - Compaction testing shall proceed within a short distance behind the compaction phase. Permi~tee shall perform the testing at such locations and elevations as will be representative of the entire backfill. Final decision as to the location and frequency of testing shall reside entirely with the County Public Works Director or his authorized representative. Areas showing failing compaction tests shall receive further attention without undue delay. Further at~eption may involve additional compactive effort, other compactive method or removal of the backfill material. In no case shall the main excavation phase proceed until the failing section has been corrected unless otherwise approved by the County Public Works Director. PROSECTUION AND PROGRESS OF ROAD RESTORATION - Traffic safety and convenience shall receive utmost consideration at all times. Permittee shall ensure that road restoration work is prosecuted diligently and con~leted as quickly as pradticable after trench compaction and testing. On lengthy projects complete road restoration may be required on one section prior to continuance of the excavation phase on snother. SPECIAL CONDITIONS - 4 6. INSPECTION AND SUPERINTENDENCE - When required by the Public Works Director, permittee shall provide for a full time representative on the project. The representative shall be an experienced inspector or engineer who will be responsible to ensure compliance with the contract documents and the County's General and Special Conditions of the project permit. STANDARDS AND SPECIFICATIONS - Except as otherwise shown or referred to in these Special ~onditions or as otherwise approved by the Public Works Director all work and materials affecting roads and road structures shall conform to the County's "Standards and Specifications for County Roads". Said standards and specifictions include, by reference, the Oregon State Highway "Standard Specifications for Highway Construction" and "Manual on Uniform Traffic Control Devices" (M.U.T.C.D.) . In case of conflict between the project plans and contract documents and the "Terms and Conditions of this Permit", the latter shall prevail. 8. CLEANUP AND REPAIR - Ail areas affected by the construction shall be brought to an "as good as or better" condition prior to completion of. the project. Repairs shall include, but are not limited to: ne Roadway Repairs In addition to road reconstruction within the trench area, the permittee shall ensure the repair of any other pavement, base material or subgrade damaged as a result of project operations. This includes damage to shoulders and pavement edges caused by detouring traffic and equipment around the work area. In case of excessive damage, reconstruction or an asphaltic overlay may be required. Replacement of Contaminated Gravel Ail gravel surfaces contaminated with mud, dirt, oversiz~ rock or other foreign material shall be removed and replaced with 3/4"-0 crushed rock meeting the requirements hereinabove set forth. Slopes and Roadside Ditches Shall be trimmed, smoothed and compacted to the original lines and grades. Driveways, Culverts and Ditches Shall be replaced to the original lines and grades. SPECIAL CONDITIONS - 5 8. CLEANUP AND REPAIR (Continued) Eo General Cleanup The contractor shall at all times during the work keep the roadway clean and orderly. Ail broken pavement, concrete, excess excavation material or other objectionable material shall be promptly removed from the County road right-of-way. 9. MISCELLANEOUS CONDITIONS - A. Detours Ail request for detours shall be submitted well in advance with a detour plan showing traffic signing proposed. No detour will be Dermitted until approval of the plan by the County Public Works Director. When the plan is approved the permittee shall notify all emerqency agencies, school districts and postal carriers concerning the location and duration of the detour. B. Backfill Compaction by Water Settlement Method The use of the water settlement method of compaction for certain granular materials, as noted on the typical section, may be allowed under the following conditions: Permittee shall, prior to backfilling any significant portion of trench, demonstrate by.approved testing methods, that the specified compaction is obtainable. (a) Excessive groundwater infiltration or retainage of water in the backfill material will not serve as sufficient reason for not achieving specified compaction. Water settling (jetting or ponding) shall proceed within a short distance behind the backfilling operation. Lateral trenches, other new excavation or re-excavation which may occur at a iate~r time shall be compacted separately and, if necessary, by mechanical means in order to achieve the specified compaction· Compaction testing shall proceed within a short distance behind the compaction phase. Permittee shall perform the testing at such locations and at such elevations as shall be representative of the entire backfill. Final decision as to the adequacy and frequency of testing shall reside entirely with the County Public Works Director or his authorized representative. SPECIAL CONDITIONS - 6 MISCELLANEOUS CONDITIONS (Continued) - Ce Backfill Compaction by Water Settlement Method (Continued) 4. Areas showing failing compaction tests shall receive further attention without undue delay. Further attention may involve additional water settlement, dewatering, other compactive method or removal of the backfill material. In no case shall the main excavation phase proceed until the failing section has been corrected unless otherwise approved by the County Public Works Director. Pavement Replacement Immediately prior to patching the trench with asphaltic concrete the existing pavement shall be neatly cut with a pavement saw or other approved breaker. Ail cracked or ravelled pavement shall be removed without creating abrupt jogs in the cut line. Pavement trimming, finishing of the gravel surface, tacking the edges and pavement replacement shall be performed only under the immediate supervision of the Public Works Director or his authorized representative. Unless otherwise approved by the Director, all trenches within a paved, travelled way shall be resurfaced with asphaltic concrete within 10 calendar days after testing and approval of the backfill. The finished surface of the new pavement, when tested with a 10-foot straightedge, shall not vary from the testing edge by more than 1/4 inch at any point. The top course of asphalt shall be constructed only by workmen thoroughly familiar with asphalt finishing work. On longitudinal trenches, unless otherwise approved by the Director, the existing pavement shall be removed and replaced to full paving machine width (normally 10 feet). Drag boxes or other pull-type asphalt spreaders will not be permitted for longitudinal trench pavement replacement. De Manhole and Valve Box Adjustment Manholes, valve boxes and similar structures shall be raised to finish grade after paving is completed. The structure surface shall be no greater than 1/4 inch higher or lower than the surrounding surface when tested with a 10-foot straightedge. Class "C" asphaltic concrete may be used to fill in the void- around the structure unless otherwise directed by the Engineer. If the Engineer so requires, concrete collars shall be constructed in accordance with the department's standard drawing "CONCRETE COLLARS FOR MANHOLES, VALVE BOXES, ETC." Usually, concrete will only be required (a) when it is impractical to maintain adequate working temperature for asphaltic concrete and (b) where the structure configuration fails to provide adequate support to prevent being displaced by traffic. 10. ADDITIONAL SPECIAL CONDITIONS SPECIAL CONDITIONS - 7 REVOCATION OF PERMIT Failure of the permittee to ensure strict conformance with all permit conditions shall be considered good and sufficient cause for revocation of the permit allowing work within the County road rights-of-way. Revocation of the permit will result in a "STOP WORK ORDER" on all or portions of the project. Work performed within the County road right-of-way without a valid permit is a violatiOn of Oregon Revised Statute 374.350, a criminal misdemeanor for all participants. The maximum penalty which may be imposed upon conviction is one year in jail and/or a fine of ~ 00 ~0~ SPECIAL CONDITIONS - 8