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HomeMy WebLinkAbout10.3_S.B.C. Transportation/Flood Control PermitROAD PERMIT • COUNTY OF SAN BERNARDINO PUBLIC WORKS GROUP TRANSPORTATION DEPARTMENT 825 East Third Street San Bernardino, CA 92415 909/387-2890 • PERMITTEE COPY. Dist. Map Road Name Type Account No. 03 15V21 SLOVER AVENUE 12 1 Permittee CITY OF FONTANA/GREG BUCKNELL 8353 SIERRA AVENUE FONTANA, CA 92336 GREG BUCKNELL Person in Charge of Field Work 909/335-6646 Phone Permit Number E-21782 Permit Date July 17,2000 Permit Expires July 17,2001 Start Work July 17,2000 In accordance with your application dated _ May 8,2000 , and subject to the provisions and requirements of County Code Code No. 51.011-51.059 and/or Provisions as may be attached hereto, PERMISSION IS HEREBY GRANTED TO excavate and/or encroach with County road right-of-way for the purpose of performing the following work: LOCATION OF WORK: INSTALL SEWER MAIN IN SLOVER AVENUE, BETWEEN HEMLOCK AVENUE AND CHERRY AVENUE, IN THE FONTANA AREA. NOTE: MUST CONTACT ROAD INSPECTOR 24 HOURS PRIOR TO START OF WORK. OFFICE HOURS- 7:00 AM TO 7:30 AM, 4:00 PM TO 4:30 PM. BOB MC COLLUM- 909/387-2890. LEGAL DESC: APN CONSTRUCTION ITEMS: DRIVEWAY NUMBER CURB & GUTTER SIDEWALK PAVING DRAINAGE WALL OTHER 0 UTILITY: GAS ❑ TELEPHONE ❑ ELECTRICAL ❑ SEWER WATER CAN ❑ OTHER ❑X EXCAVATION ITEMS: LENGTH WIDTH FOOTAGE CUT CONDUIT MATERIAL CONDUIT SIZE UTILITY DRAWING 4385' 8' 2275' VCP 15" & 18" N/A ENCROACHMENT: I I TRACT PARKING DECK I I RETAINING WALL TREE REMOVAL OTHER SPECIAL ACTIVITIES PARADE ❑ FILMING ❑ RUNNING ❑ CARNIVAL ❑ WALK-A-THON OTHER Work Guaranteed By Resolution ❑ Franchise ❑ Bond DEPOSIT IN TRUST #188 $ 0.00 (SEE ATTACHED FOR PERMIT CONDITIONS) This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. Performanceof the work shall be deemed to be acceptance by the permittee of all terms and conditions of this permit. EXEMPT CHARGE CASH RECEIPT NO. 1331714 APPLICATION/ISSUANCE $ 0.00 INSPECTION $ 558.00 VIOLATION $ 0.00 TOTAL PERMIT FEE $ 558.00 Permit Engineer Transportation Department 3 ROAD PERMIT • COUNTY OF SAN BERNARDINO PUBLIC WORKS GROUP TRANSPORTATION DEPARTMENT 825 East Third Street San Bernardino, CA 92415 909/387-2890 . ,, PERMITTEE COPY GENERAL PROVISIONS NOTIFICATIONS: Permittee shall notify the Inspection Section on a form provided by the -County Transportation Department (1) Date work is to start. (2) Date work has been completed. COMPLIANCE WITH STATE CONSTRUCTION SAFETY ORDERS: Permittee and/or its contractor where applicable shall obtain a permit from Division of Industrial Safety, State of California, prior to trench excavation if the excavation is over five feet in depth or workmen will be endangered by moving ground. UNDERGROUND UTILITIES LOCATION: Prior to beginning any activity authorized in this permit, the Permittee and/or Permittee's authorized agent, shall notify Underground Service Alert (USA) at 1-800-422-4133 at least 48 hours in advance to coordinate the permit activity. SURVEY MONUMENTS: Where there is a possibility of a survey monument or monuments being disturbed or destroyed, they shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of construction. Survey monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County Surveyor prior to final project clearance. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at the expense of the permittee. PROTECTION OF TRAVELING PUBLIC: Permittee shall take adequate precautions for the protection of the traveling public at all times. Barricades, flashing amber lights, and warning signs together with flagmen, where necessary, shall be placed and maintained in accordance with the current Department of Public Works, State of California, publication entitled 'Manual of Traffic Controls' until the excavation is refilled, the obstruction removed, and the roadway is made safe for the use of the traveling public. ROAD CLOSURE: Closure can only be granted by formal application to the County Transportation Department. Allow one week to process request for overnight closure. Permittee shall notify the Fire Department, California Highway Patrol and County Sheriffs Office prior to any period of road closure. TRENCHING ACROSS ROADWAY: Unless formal approval has been granted for full road closure, excavation of trenches across any roadway shall be progressive. Not more than 1/2 of the width of a traveled way shall be closed at one time and the remaining width of traveled way shall be kept open to traffic by bridging or backfilling. ROAD RESTORATION: Trench repair and replacement of pavement shall be accomplished according to attached Special Provisions for utility trench work within County road right-of-way. If permittee fails or refuses to refill any excavation which he has made, or replace any pavement he has removed or damaged, or remove any obstruction which he has placed in any County roadway, the County Transportation Department may take corrective action as necessary to protect the roadway and traveling public and the permittee shall reimburse the County Transportation Department for any costs thereof. PAYMENT OF COSTS: Permittee is liable for and shall pay upon demand all County Transportation Department costs related to the permit including but not restricted to the costs of repairing or restoring the County roads to the same or equal condition that they were in before being cut or damaged as a result of permittee's activities. HOLD HARMLESS CLAUSE: Permittee agrees to indemnify County, its officers, agents, and employees against and hold them free and harmless of and from all claims and liabilities of any kind arising out of, in connection with or resulting from negligence on part of Permittee, its officers, agents, contractor, and employees in connection with work undertaken under this permit, and defend County and its officers, commissions, agents and employees from any suits or actions at law or in equity from damages, and pay all court costs and counsel fees. RELOCATION CLAUSE: Permittee may be required to remove or relocate the permitted facility at his own cost should the road need to be widened or reconstructed or for any other reason as determined by the County Transportation Department. The removal and/or relocation of said improvements shall be accomplished at no expense to San Bernardino County Transportation Department. Office RECEIVED FROM _ Court ORIGINAL San Bernardino Cou 1, 1714 Nsi f O DOLLARS Case Name NATURE OF FEES 55K0--) c:2".,,_y• jcii 9,1:-.41;\ N_, 0 6k 1\6 1 ootl_ 9 (0(W V DSVe6 CASH CHECK ❑ MONEY ORDER 01-188A 123 REV. 3-80 —7/ vs Case No. (SIGNATURE) 11 1-CZ 1j4L RR-E) 10-83 1. All trench backfill and pavement repairs shall be accomplished to comply with attached Standard Trench Repair Specifications. material shall b of the work,emoved and tithe t imber, scraps and 2. Upon completion r,' e entirely' g t-of=way left in as presentable condition as before work started. 3. Barber -Greene asphalt concrete cap required in accordance with attached County Specifications. 4. Notify Inspection Section 24 hours prior to beginning work. 5. Traffic Control shall be in accordance with the Cal Trans "Manual of Traffic Controls for Construction and Maintenance Work Zones" or as directed by the inspector. MAINTENANCE GUARANTEE Under the provisions of San Bernardino County Code Section 51.0210 adopted by the Board of Supervisors on September 17, 1979, the highway surface excavated or damaged shall be replaced by the permittee to as good or better condition as the same was in before such work was begun and shall be maintained for the life of the utility encroaching in the public road after the completion of the work performed under the permit, during which life time period the. permittee shall repair and make good any injury or damage to any portion of the highway which occurs as a result of work done under the permit. PROTECTION OF SURFACE AND UNDERGROUND FACILITIES Permittee shall receive an inquiry identification number from Undergound Service Alert, telephone number 1-800-422-4133 prior to performing any work authorized by this permit, including all surface and underground excavation operations. Permit shall not be valid until the inquiry identification number is received:. Underground Service Alert requires a minimum of 48•hours notice prior to the beginning of work to verify the location and ties of survey monuments, valve covers, meter boxes, manholes, handholes and underground facilities. Road Permit Section Revised: October 7, 1986 SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS Effective December 1, 1998 TABLE OF CONTENTS 1 - GENERAL 1.1 Standards and Specifications 1.2 Changes or Additions to Permit 1.3 Relocation 1.4 Utility Construction 1.5 Licensed Contractor 1.6 Permit Possession 1.7 Sanitary Facilities 1.8 Permittee Responsibility 1.9 Hold Harmless 1.10 Notification 1.11 Inspection 1.12 Failure to Comply 2 - PUBLIC CONVENIENCE AND SAFETY 2.1 Traffic and Access 2.2 . Traffic Control 2.3 Working Hours 2.4 Dewater Operations 2.5 Closing Roads 3 - PRESERVATION OF PROPERTY 3.1 Protection of Property 3.2 County Facilities 3.3 Traffic Signals 3.4 Survey Monuments 4 - PROJECT SITE MAINTENANCE 4.1 Clean-up and Dust Control 4.2 Haul Routes 4.3 Storage in County Roads 4.4 Snow Removal 4.5 Emergency Response 4.6 Maintenance of Trenches 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings & Striping 5.2 Asphalt Concrete 5.3 Base Material 5.4 Grading Equipment 5.5 Track Equipment 5.6 Paving Equipment 6 - TRENCHING 6.1 Cal OSHA 6.2 New Roads 6.3 Depth of Installation 6.4 Pavement Removal 6.5 Open Trench 6.6 Trench Bridging 6.7 Protective Fencing 6.8 Trench Backfill 6.9 Narrow Trench 6.10 Inclement Weather 6.11 Manhole Construction 7 - COMPACTION 7.1 Relative Compaction (RC) 7.2 Compaction Frequency and Location 7.3 Test Reports 7.4 Mechanical Compaction 7.5 Water Densification 8 - TRENCH CONSTRUCTION & REPAIR 8.1 8.2 8.3 8.4 Temporary Pavement Trench Pavement Repair - General Permanent AC Paving Repair Trench Pavement Repair Options 8.5 Overlay Paving 8.6 Excessive Pavement. Removal 8.7 Pavement Resurfacing 8.8 Driveway Approaches 8.9 Portland Cement Concrete 8.10 Trench Failure and Repair 1-GENERAL 1.1 Standards and Specifications -- The work shall be done in accordance with the current San Bernardino County Standards and Specifications and these Conditions and Specifications. Any deviation shall be approved in writing by the Permit Engineer. 1.2 Changes or Additions to Permit -- The Transportation Department reserves the right to make any changes or additions to a permit after issuance if such changes or additions are believed necessary for the protection of the roads or for the health and safety of the public. 1.3 Relocation -- If any part of an installation interferes with the present use of roads by the general public or is in conflict with future or current County improvement projects, it shall be removed or relocated as directed by the Transportation Department at the expense of the Permittee or his successor in interest. 1.4 Utility Construction -- Permits for utility trenching, including utility service trenching, within County right-of-way, shall be issued to the respective utility purveyor or a California licensed contractor. The permittee shall warranty the trench repair for one year from the Transportation Department approval date: Following the permittee warranty period, the respective utility purveyor shall be responsible for the trench repair. 1.5 Licensed Contractor -- All excavation, repair and restoration in County road right-of-way shall be performed by a contractor with the • appropriate license issued by the State of California Contractors License Board or by utility purveyor's regular employees. 1.6 Permit Possession -- Other than emergency repairs, there shall be no work performed in County road right-of-way until a road permit is issued. A copy of this permit, a set of approved plans and permits required by any other legally constituted authority shall be on site at all times construction is in progress. Permits that require excavation shall be valid only after an Underground Service Alert inquiry identification number is issued. All permitted work in the mountain regions shall cease between October 31 and April 15 of the following year unless approved by the Transportation Department. Start work approval shall be dependent on weather conditions. 1.7 Sanitary Facilities -- The Permittee shall provide and maintain enclosed toilets for the use of employees at all times while work is in progress. 1.8 Permittee Responsibility -- In addition to all conditions herein, the Permittee is responsible for safety and construction requirements within the limits of the project. The Permittee or his employees shall abide by all the regulations of any legally constituted authority. 1.9 Hold Harmless -- The Permittee shall preserve and save harmless the County and each officer and employee thereof, from any liability or responsibility for any accident, loss of damage to persons or property happening or occurring as a proximate result of Permittee's negligence or the negligence of Permittees' agents, servants, employees or contractors in the design or performance of any work undertaken under any permit granted to Permittee pursuant to the application [51.0113 County Code]. 3 1.10 Notification -- Except in emergencies, the Permittee shall notify the assigned Inspector one working day, excluding weekends and holidays, prior to starting a project and for each phase of construction. In addition, the Permittee shall notify USA 48 hours prior to any excavation. 1.11 Inspection -- All construction performed in relation to a road permit shall be inspected prior to and during installation by County personnel. Construction performed without inspection may be subject to removal and replacement. The entire cost of removal and replacement shall be borne by the Permittee, regardless of whether the installation removed was found to be defective. 1.12 Failure To Comply -- Should a Permittee fail to comply with the provisions of the road permit or the requirements of any legally constituted authority, the Transportation Department may order the Permittee to stop work, wholly or in part, until the discrepancies have been resolved to the Department's satisfaction. Upon satisfactory completion,of corrections, written approval from the Department shall be required before work resumes. Failure to comply shall result in revocation of permits. The Department may perform the work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Permittee. 2 PUBLIC CONVENIENCE AND SAFETY 2.1 Traffic and Access -- The Permittee's operation shall cause no unnecessary inconvenience to the public. The access rights of the public shall be considered at all times and unless otherwise authorized, traffic shall be permitted to pass through the work area at all times. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants, residences, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, hospitals, and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Department's Traffic Engineer. • 2.2 Traffic Control -- Traffic Control shall conform to the current Caltrans Manual of Traffic Controls. The handbooks published by American Traffic Safety Services Association Guide and the Work Area Traffic Control Handbook or other traffic control manuals may be used with approval of the Department's Traffic Engineer. 2.3 Working Hours -- Except for emergency repairs, no work shall be performed within County road right-of-way on weekends, County holidays, before 7 AM or after 4:30 PM unless authorized by the Permit Engineer. 2.4 Dewater Operations -- Release of, or the directing of water onto County roads shall be authorized only by the Transportation Department and shall include traffic control per Section 2.2 , clean-up per Section 4.1 and erosion control. If erosion occurs, grading shall be as required in Section 5.4. Discharges shall comply with the National Pollutant Discharge Elimination System and with Federal law, State law and local ordinance. 2.5 . Closing Roads -- No road shall be closed without authorization from the Transportation Department except in the case of an emergency under the direction of an authorized agency. An authorized road .closure will allow the detour of through traffic only. The Permittee shall provide a smooth dust controlled route that allows unimpeded access for emergency vehicles and residents at all times. A minimum of ten (10) working days are required to process the application. To apply for a road closure authorization, submit the following to the Road Permit Section, 825 E. Third Street, San Bernardino, CA 92415-0835. • Written request for the closure with the time schedule included. • Detour route and sign locations, a detour plan designed by a Registered Civil or Traffic. Engineer, if required by the Department. 3 - PRESERVATION OF PROPERTY 3.1 Protection of Property -- The Permittee shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property. The Permittee shall repair or replace all existing improvements damaged within the right-of- way which are not designated for removal on the approved plans to match the original in finish and dimension. Trees, lawns and shrubbery that are not designated for removal on the plans shall be protected from damage or injury. If damaged or removed because of the Permittee operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible as approved by Department personnel. The Permittee shall give seven (7) days notice to occupants or owners of adjacent property to allow them to salvage or relocate plants, trees, fences, sprinklers and other improvements within the right-of-way which are designated for removal on the plans and would be destroyed because of the work. 3.2 County Facilities -- Prior to construction, the Permittee shall assess the . condition of County facilities within project limits and report to the inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, traffic signs, pavement markings or hazardous conditions that may exist before work is started. Prior to final acceptance of the project, all County facilities shall be in the same or better condition as determined by Department personnel. 3.3 Traffic Signals -- Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee's operation shall be reported immediately to the Traffic Division of the Transportation Department, 825 East Third Street San Bernardino, CA 92415, telephone (909) 3872833. Any damage shall be repaired immediately at no expense to the County as directed by the Transportation Department. 3.4 Survey Monuments -- The Permittee shall locate, protect or tie -out all survey monuments which may be disturbed or destroyed. Survey monuments shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of. construction. Following completion of the work, the monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County Surveyor prior to final project notice of completion issued by the Transportation Department. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at no expense to the County. 4 - PROJECT SITE MAINTENANCE Surplus dirt, debris, rocks or building materials shall be contained during permit work and the site broomed daily to reduce possibility of being carried by runoff into a storm drain, stream or) natural drainage course or lake. At the completion of the permit work, the previous drainage patterns must be restored. Material shall not be placed in such a manner which might result in the blockage of any drainage structure at either the inlet or outlet. 4.1 Clean-up and Dust Control -- Throughout all phases of construction, including suspension of work, the Permittee shall keep the work site clean and free from rubbish and debris. The Permittee shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary. The use of water resulting in mud on roads or _ drainage facilities will not be allowed as a substitute for sweeping or other cleaning methods. All soil and construction material shall be removed prior to that portion of the road being made available to traffic. 4.2 Haul Routes -- When required by the Department,obtain a haul route permit before beginning work. Permits are issued approximately five (5) working days after filing of proper plans, fees and application to the Transportation Department. Care shall be exercised to prevent spillage on, or damage to : County roads. Any such spillage or damage shall be removed or repaired immediately. Dust control and traffic control shall be provided for all hauling operations. 4.3 Storage in County Roads -- There shall be no equipment, or materials stored or stockpiled in road right-of-way. Equipment and materials shall be removed from road right-of- way when not in use and at the end of each working day, except as approved by the Transportation Department. 4.4 Snow Removal -- • The Transportation Department will remove snow on all County maintained roads that are safe for the snow removal operation. If conditions are such as to endanger personnel or equipment due to Permittee operation (sunken trenches, irregular paving, or other hazards) the Department will cease snow removal operations. The Permittee shall then be responsible for removal of snow to the surface of the road and maintain such, including sanding operations, for a minimum width of 20-feet or 'as directed by Department personnel. 6 4.5 Emergency Response -- Before work is started, the Permittee shall furnish names and telephone numbers of persons on -call if emergency work is required by the County. The Department, at its sole discretion, may elect to perform emergency work if it is judged as necessary for the protection of the roads or for the health and safety of the public. All emergency, work shall be accomplished at no expense to the County. 4.6 Maintenance of Trenches -- Permittee shall perform continuing maintenance of all trenches, including periods of suspension of work, during the course of construction and shall maintain the trench for the life of the installation in accordance with County Ordinance No. 2377. 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings and Striping -- Pavementtraffic markings and striping shall be constructed of thermoplastic material and all damaged or removed markings shall be replaced with thermoplastic material unless otherwise approved by Department personnel. Visual uniformity, as determined by Department personnel, may require that adjacent markings and all markings within an intersection be replaced with thermoplastic material by the Permittee at no cost to the County. 5.2 Asphalt Concrete -- Paving asphalt shall be AR4000 1/2-inch Type B maximum, medium shall be used. Asphalt dike shall be AR8000 paving asphalt with Type B 3/8-inch maximum, medium grading. 5.3 Base Material -- Base shall be Class II Aggregate Base or as approved by Department personnel. 5.4 Grading Equipment -- Grading of soil roads or soil shoulders may be accomplished by any means that will provide a smooth, compacted and uniform surface that varies Tess than 0.1-foot in 10-feet for line or grade up to 300-feet. Projects greater than 300-feet in length will require grading be performed by an approved motor grader. 5.5 Track Equipment -- Track equipment and outriggers used on paved surfaces shall be equipped with street pads and be operated so as not to mar the surface or cause damage to any County facility. If pavement is marred, it shall be resurfaced over the entire width as required in Section 8, Trench Resurfacing. If County facilities are damaged, they shall be replaced or repaired as specified in Section 3, Preservation of Property. 5.6 Equipment -- Paving 6-feet wide or wider in a driving lane shall be accomplished by .use of a paving machine approved by Department personnel. Shoulder paving and miscellaneous paving shall be as approved by the Inspector. 6 TRENCHING 6.1 CalOSHA -- All excavations shall conform to the requirements of the State of California Division of Occupational Safety and Health. The applicant for a road permit shall possess a permit to excavate from the Division of Industrial Safety, Department of Industrial Relations, State of California. 6.2 New Roads -- Trenches installed in roads that have been paved within 3 years shall not be open -cut unless otherwise authorized by the Permit Engineer. If authorized, the trenching will be subject to additional requirements as specified by the Permit Engineer. 6.3 Depth of Installation -- Underground installations shall have ,a minimum of 2.5-feet of cover below finished grade. Refer to San Bernardino County Standard Plan No. 311 for recommended locations. 6.4 Pavement Removal Paving shall be cut for removal and excavated in a manner that does not disturb the adjacent pavement. Paving shall be sawcut or cold planed for permanent repair as specified in 'Section 8. Remnant strips of paving less than 2-feet wide shall be removed and included in the replacement paving. Replacement paving along the edge of paving that does not have curb and gutter, AC dike or AC berm shall be a minimum of 2-feet wide. 6.5 Open 'Trench -- Themaximum length of open trench (excavation or backfill not resurfaced) allowed during construction shall be the distance of construction which can be reasonably installed in a single day. An open trench shall be attended by contractor's personnel at all times. Where pavement has been removed, a minimum of 2-inches .of temporary paving shall be placed before that area is made available to traffic. Before leaving the project and at the end of each day, all areas of pavement removal, including sidewalk, drainage courses and driveway approaches shall be backfilled, compacted and surfaced with temporary asphalt. Upon approval of the Department personnel, appropriate areas of the trench may be protected by plate bridging or protective fencing. 6.6 Trench Bridging -- Plate bridging in the traveled way shall be as shown in the Work Area Traffic Control Handbook and the Plate Bridging Standard drawing herein. 6.7 Protective Fencing -- When protective fencing is used to secure an area, it shall be constructed of 6-foot high, pipe framed chain link panels or equal material, secured into position and placed in a manner that there are no gaps larger than 3-inches. Fencing shall be placed a minimum of 4-feet from the nearest driving lane and shall be protected by appropriate signing and barriers per Section 2.2, Traffic Control. 6.8 Trench Backfill -- Unless otherwise specified, the material obtained from the project excavations will be suitable for use as fill or backfill, provided that all organic material and other objectionable material is removed. Rocks,. plain concrete. rubble and pavement grindings obtained from the project will be permitted in the fill subject to the following limitations: • In trenches up to 3-feet wide, the maximum dimension of any piece used shall be 6-inches; in trenches more than 3-feet wide, 1-foot is the maximum dimension. • Pieces larger than 4-inches shall not be placed within 1-foot of any structure. • . Pieces larger than 3-inches shall not be placed within 1-foot of the subgrade for paving. Rocks or rubble included in the fill shall be mixed with approved material to eliminate voids. Slurry (1-1/2 sack) is also an acceptable option for backfill. 6.9 Narrow Trench -- Unless otherwise authorized, trenches in paved areas, 1-foot or less in width, shall be backfilled to pavement subgrade with 1-1/2 sack aggregate/cement slurry. The slurry shall be protected until cured and pavement placed per Section 8, Trench Resurfacing, 6.10 Inclement Weather -- Other than emergency repairs or as directed by the Transportation Department, there shall be no excavation within the traveled way of County roads during periods of inclement weather. 6.11 Manhole Construction -- Manholes shall remain below the grading plane until final paving has been completed and then set flush with the surface, except in areas that require snow removal, the manhole frame shall be set 1/2-inch to 3/4-inch below pavement surface. In graded earth shoulders or earth flowline areas, asphalt concrete shall be placed to a minimum width' of 3-feet around the manhole and paved out at 45 degrees to the edge of existing pavement per San Bernardino County Standard Plan No. 311A. Backfill and testing shall be per Section 7, and shall be independent of the main line trench tests. 7 - COMPACTION 7.1 Relative Compaction (RC) -- RC of 95% minimum shall be required for asphalt pavement, paving base material and that portion of backfill which is within 0.5-foot of the paving base material. RC of 90% minimum shall be required for all other fill or backfill. All compaction shall be in accordance with California Test No. 216 or No. 231 (ASTM D-1556 or D-1557-70). Use of an alternate compaction test method (e.g. Dynamic Cone Penetrometer) must be approved in advance and will be approved on a case -by -case basis. 7.2 Compaction Testing Frequency'And Location -- Trench backfill testing shall be at 250- foot maximum intervals. One test shall be performed for each 4-foot of depth or fraction thereof. Pavement subgrade and pavement base material shall be tested at 500-foot intervals. Tests for backfill shall be taken at mid -depth of each 4-feet of backfill starting at the top of the installation. 20% of laterals and 100% of manholes shall be tested independently of the main line. Failure of a compaction test will result in the entire area represented by that test being uniformly reworked and retested at a random location. 7.3 Test Reports -- Tests shall be certified . by a registered California: civil or geotechnical engineer or testing laboratory in accordance with the State of California test requirements. Test locations shall be determined by Department personnel. Test reports shall be listed individually for each trench or for each type and phase of construction that includes an accurate description of the test location. Compaction reports shall be submitted to Inspector prior to permanent paving. If an alternate compaction method is approved per Section 7.1, alternate test reports specified at time of permit issuance shall be submitted. 7.4 Mechanical Compaction — Backfill shall be placed in horizontal layers of thickness compatible to the material being placed and the type of equipment being used. Each layer shall be evenly spread then tamped or rolled until the specified relative compaction is attained. • 7.5 Water Densification -- Densifing byponding and jetting will not be allowed within 4-feet of finish grade unless confined to the pipe zone and approved by the Inspector. Water densification may be allowed when, as determined by Department personnel, the base and backfill materials have a sand equivalent of 20 or greater (California Test No. 217) and are of such character that they will be self -draining when compacted and the foundation material will not soften, or otherwise be damaged by the applied water. For authorization to use water densification, submit request and test reports representing the foundation soils and backfill material, at a maximum of 1000-foot intervals to the Inspector five (5) working days prior to starting work. 8 - TRENCH RESURFACING 8.1 Temporary AC Pavement -- Temporary asphalt compacted to 2-inches thick shall be placed and maintained in a smooth and compacted condition at all locations where paving has been removed and before traffic is allowed to pass over areas of pavement removal. Temporary asphalt shall be removed for permanent repair: 8.2 Pavement Repair -General -- Damaged paving adjacent to the trench edges shall be sawcut and removed in rectangular sections. Remnant strips of paving 2-feet wide or less will be removed and that area included in the paving repair. Asphalt paving shall be placed in a minimum . of two lifts and be in accordance with Caltrans Standards Section 39 and be a minimum of 95% RC. The repaired section shall be 1-inch thicker than the existing paving but not less than 3-inches thick. Paving shall be placed within thirty (30) days of completion of the subsurface installation in accordance with Section 1.5. Areas to be joined with asphalt paving shall be cleaned of all soil and foreign material an tacked 100% coverage of asphaltic emulsion or paint binder. 8.3 Permanent Pavement Repair -- Base paving will be in compacted lifts a maximum of 3- inches thick and the use of 3/4-inch MC AR4000 may be required at the discretion of the Permit Inspector. Finish course shall be a minimum of 1-inch and a maximum of 2-inches thick of 1/2-inch MM AR4000 flush with the existing paving. Trench sections over 6-feet in width shall utilize a self-propelled vibrating screed paving machine (Barber -Greene or. equivalent) and may be subject to additional requirements. 8.4 Trench Options T-Cut Trench -- After backfill is completed, trench edges shall be sawcut or ground to straight lines a minimum of 1.0-foot from the edge of the excavation or pavement removal and shall be parallel and'at right angles to the centerline of the road (see Trench Detail A). Optional T-Cut Trench -- In cases where the existing pavement has a thickness in excess of 4-inches, grinding a minimum of 1-foot from each edge of the excavation or pavement removal to a minimum depth of 2-inches may be allowed at the discretion of the Permit Inspector (see Trench Detail B). Non T-Cut Trench Alternative -- Trench Detail C requires overlay paving in accordance with Section 8.5 for trenches over 300-feet. 10 8.5 Overlay Paving -- When pavement removal is 300-feet or longer, an overlay may be required. The determination for the overlay requirement, unless' substantial damage to the roadway, as determine by the Transportation Department, occurs during excavation, repairs or restoration, shall be madeby the County Transportation Department at the pre -bid or pre - construction meeting and prior to issuance of permit. The overlay, when required, shall be a minimum of 1-inch thick of AR4000 3/8-inch MM placed with a paving machine per Section 5.6 and shall extend beyond pavement removal .a minimum of 1-foot laterally and 5-feet longitudinally and shall cover that driving lane or shoulder full width. There shall be no paving joint in a driving lane. If the pavement removal is less than 1-foot from an adjacent lane or paved shoulder so that the overlay would extend into it, that lane or shoulder shall also be overlaid full width. Roads that have a superelevation or tilt cross section may require full road width overlay in the area of the superelevation or tilt section. 8.6 Excessive Pavement Removal -- Removal of six or more separate areas of pavement or the removal, of 15% of the total area of a lane or shoulder by a Permittee within 300-foot length of street, may require an overlay per Section 8.5. 8.7 Pavement Surfacing -- Where there are existing surface coats on the existing paving, open graded paving, chip seal or any type of surfacing that has been removed, the surfacing and paving shall be replaced in -kind. 8.8 Driveway Approaches -- Driveway approaches constructed of asphalt concrete shall be repaired as required 'and shall also be overlaid 1-inch thick full width to the property line or slurry sealed per Caltrans Section 37-2.01. 8.9 Portland Cement Concrete -- Potholes or trenches in PCC'shall be repaired by sawcutting or grinding and removed in full panels at the score lines or as directed by Department personnel. 8.10 Trench Failure and Repair -- When the Transportation Department notifies Permittee of a failure of the trench (settlement, excessive cracking or alligatoring, etc.) the Permittee shall coordinate the proposed trench repair method and schedule with the Transportation Department. Rev. 10/98 422SPEC.DOC 11 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPAIR SAWCUT OR COLD PLANE FOR TRENCHING 95% R.C. AC PAVEMENT TO BE 3" MIN.. AND 1" THICKER THAN EXISTING. TOP 1" - 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. 7 SAWCUT OR COLD PLANE \1' FROM TRENCH CUTS 95 % RC. CLASS II BASE(IF EXISTING; MATCH EXISTING THICKNESS OR 4" MIN. NOTES 1 ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3 ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. T-CUT TRENCH TRENCH DETAIL 2' OR LESS FROM EDGE REMOVE AND INCLUDE IN REPAIR SAWCUT OR COLD PLANE FOR TRENCHING fi 4"MIN. 2" AR 4000 1/2" MM SURFACE COURSE REMAINING MAY BE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY NOTES 2" MIN. COLD PLANE 1' FROM TRENCH. CUTS �w< 95%RC. AC PAVEMENT TO BE 4" MIN. AND 1" THICKER THAN EXISTING. 95% RC. CLASS II BASE (IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. 90% R.C. • 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. COMPACTION TESTS IN THE 90% RC PIPE ZONE SHALL BE ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. OPTIONAL T-CUT TRENCH TRENCH DETAIL B • • CENTERLINE 5 FEET TYPICAL /// TRENCH OVERLAY /// 5 FEET TYPICAL HALF WIDTH EP 5 FEET TYPICAL /// /// EP /7, 5 FEET TYPICAL EP EP /// CENTER LINE /E%i FULL WIDTH /// // EP PAVEMENT REMOVAL WITHIN 1 FOOT OF CENTER LINE EP EP SHOUL'dER R DRIVING LANE TO SHOULDER /// DRIVING CENTER LINE EP SMOULDER 12' MIN. LANE CENTER LINE DRIVING LANE AND SHOULDER EP /// SHOULDER LANE 1 CENTER LINE /// EP SHOULDER PAVEMENT REMOVAL WITHIN 1' OF DRIVING LANE CENTER LINE NOTE: OVERLAY TO EXTEND BEYOND TRENCH A MINIMUM 5' LONGITUDENLY AND 1' TRANSVERSELY. PAVING JOINTS SHALL BE AT THE EDGES OF THE DRIVING LANES OR SHOULDERS. LEGEND: TRENCH OVERLAY PLATE BRIDGING WIDTH OF TRENCH MINIMUM PLATE THICKNESS 1.0 FOOT TO 3 FOOT ------------------- 1 INCH 4.0 FEET 1-1/4 INCH SPANS GREATER THAN 4 FEET, A STRUCTURAL DESIGN SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY DEPARTMENT PERSONNEL. SURFACE OF STEEL PLATES MAY BE ROUGHENED, TAPED OR COATED TO PROVIDE A NON-SKID SURFACE BRIDGING SHALL BE SECURED AGAINST MOVEMENT BY USING HOLDING DEVICES SUCH AS ADJUSTABLE CLEATS, ANGLES, BOLTS, TACK WELDING OR OTHER DEVICES. r.. ASPHALT = RAMPS STEEL PLATES 12" MIN. OVERLAP TYPICAL 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPAIR —7 SAWCUT OR COLD PLANE g/ 1 L 95% R.C. AC PAVEMENT TO BE 3" MIN. AND 1" THICKER THAN EXISTING. TOP 1" - 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. 6" Min. 95 % RC. CLASS II BASE(IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. 90% RC. NOTES 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. 5 COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY WILL BE REQUIRED PER SECTION 8.5 OF THE TRENCH SPECIFICATIONS. NON T-CUT TRENCH TRENCH DETAIL ` PERMIT COUNTY OF SAN BERNARDINO PUBLIC WORKS GROUP • TRANSPORTATION DEPARTMENT 825 East Third Street San Bernardino, CA 92415 909/387-2890 • Page 1 PERMITTEE COPY Dist. Map Road Name Type Account No. 03 15V21-C3 SLOVER AVENUE 17 2 CITY OF FONTANA Permittee 8353 SIERRA AVENUE Address FONTANA, CA 92335 City State Zip ADAM WEISTER 909/937-0202 Person in Charge of Field Work Phone Permit Number E-18735 Permit Date November 3,1999 Permit Expires I November 3,2000 Start Work I November 3,1999 In accordance with your application dated November 1,1999 , and subject to the provisions and requirements of County Code No. 51.011-51.059 and/or Provisions as maybe attached hereto, PERMISSION IS HEREBY GRANTED TO excavate and/or encroach within County road right-of-way for the purpose of performing the following work: LOCATION OF WORK: POTHOLING IN SLOVER AVENUE, BETWEEN HEMLOCK AVENUE AND POPLAR AVENUE, IN THE FONTANA AREA. NOTE: MUST CONTACT ROAD INSPECTOR 24 HOURS PRIOR TO START OF WORK. OFFICE HOURS- 7:00 AM TO 7:30 AM, 4:00 PM TO 4:30 PM: BOB MC COLLUM- 909/387-2890. LEGAL DESC: APN CONSTRUCTION ITEMS: DRIVEWAY I NUMBER I CURB & GUTTER I SIDEWALK I PAVING DRAINAGE I WALL OTHER 1 0 UTILITY: GAS n TELEPHONE ELECTRICAL n SEWER I WATER 0 CAN OTHER 0 EXCAVATION ITEMS: LENGTH 1 WIDTH 1 FOOTAGE CUT 'CONDUIT MATERIAL 1 CONDUIT SIZE' UTILITY DRAWING 1 ENCROACHMENT: n TRACT n PARKING DECK n RETAINING WALL n TREE REMOVAL . n OTHER SPECIAL ACTIVITIES: (PARADE n FILMING n RUNNING n CARNIVAL n WALK-A-THON nOTHER Work Guaranteed By: Resolution n Franchise n Bond In DEPOSIT IN TRUST #188 $ 0.00 (SEE ATTACHED FOR PERMIT CONDITIONS) This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. Performance of the work shall be deemed to be acceptance by the permittee of all terms and conditions of this permit. EXEMPT n CHARGE ❑ CASH 0 APPLICATION/ISSUANCE 1$ 0.00 INSPECTION 0.00 VIOLATION Is 0.00 TOTAL PERMIT FEE 0.00 p/11/ ermit Engineer ermit Engineer Transportation Department Comments: • Page 2 .' GENERAL PROVISIONS NOTIFICATIONS: Permittee shall notify the Inspection Section on a form provided by the County Transportation Department (1) Date work is to start. (2) Date work has been completed. COMPLIANCE WITH STATE CONSTRUCTION SAFETY ORDERS: Permittee and/or its contractor where applicable shall obtain a permit from Division of Industrial Safety, State of California, prior to trench excavation if the excavation is over five feet in depth or workmen will be endangered by moving ground. UNDERGROUND UTILITIES LOCATION: Prior to beginning any activity authorized in this permit, the Permittee and/or Permittee's authorized agent, shall notify Underground Service Alert (USA) at 1-800-422-4133 at least 48 hours in advance to coordinate the permit activity. SURVEY MONUMENTS: Where there is a possibility of a survey monument or monuments being disturbed or destroyed, they shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of construction. Survey monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County. Surveyor prior to final project clearance. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at the expense of the permittee. PROTECTION OF TRAVELING PUBLIC: Permittee shall take adequate precautions for the protection of the traveling public at all times. Barricades, flashing amber lights, and warning signs together with flagmen, where necessary, shall be placed and maintained in accordance with the current Department of Public Works, State of California, publication entitled 'Manual of Traffic Controls' until the excavation is refilled, the obstruction removed, and the roadway is made safe for the use of the traveling public. ROAD. CLOSURE: Closure can only be granted by formal application to the County Transportation Department. Allow one week to process request for overnight closure. Permittee shall notify the Fire Department, California Highway Patrol and County Sheriffs Office prior to any period of road closure. TRENCHING ACROSS ROADWAY: Unless formal approval has been granted for full road closure, excavation of trenches across any roadway shall be progressive. Not more than 1/2 of the width of a traveled way shall be closed at one time and the remaining width of traveled way shall be kept open to traffic by bridging or backfilling. ROAD RESTORATION: Trench repair and replacement of pavement shall be accomplished according to attached Special Provisions for utility trench work within County road right-of-way. If permittee fails or refuses to refill any excavation which he has made, or replace any pavement he has removed or damaged, or remove any obstruction which he has placed in any County roadway, the County Transportation Department may take corrective action as necessary to protect the roadway and traveling public and the permittee shall reimburse the County Transportation Department for any costs thereof. PAYMENT OF COSTS: Permittee is liable for and shall pay upon demand all County Transportation Department costs related to the permit including but not restricted to the costs of repairing or restoring the County roads to the same or equal condition that they were in before being cut or damaged as a result of permittee's activities. HOLD HARMLESS CLAUSE: Permittee agrees to indemnify County, its officers, agents, and employees against and hold them free and harmless of and from all claims and liabilities of any kind arising out of, in connection with or resulting from negligence on part of Pemiittee, its officers, agents, contractor, and employees in connection with work undertaken under this permit, and defend County and its officers, commissions, agents and employees from any suits or actions at law or in equity from damages, and pay all court costs and counsel fees. RELOCATION CLAUSE: Permittee may be required to remove or relocate the permitted facility at his own cost should the road need to be widened or reconstructed or for any other reason as determined by the County Transportation Department. The removal and/or relocation of said 'improvements shall be accomplished at no expense to San Bernardino County Transportation Department: u• 1. All trench backfill and pavement repairs shall be accomplished to comply with attached Standard Trench Repair Specifications. 2. Upon completion of the work, all brush, timber, scraps and. material shall be entirely, removed and the right-of-way left in as presentable condition as before work started. ▪ Notify Inspection Section 24 hours prior to beginning work. . Traffic Control shallbe in accordance with'. the cal Trans "Manual of Traffic Controls for Construction and Maintenance Work Zones" or as directed by the inspector. $ATNTEN?NCE GUARANTEE Under the provisions of San Bernardino County Code Section 51.0210 adopted by the Board of Supervisors on September 17, 1979, the highway surface excavated or damaged shall be replaced by the permittee to as good or better condition as the same wasin before such work was begun and shall be maintained for the life of the utility encroaching in the public road after the completion of the work performed under the permit, during which life time period the permittee shall repair and`make'good any injury or damage to any portion of the highway which occurs as a result of work done under the permit:. PROTECTION OF SURFACE AND UNDERGROUND FACILITIES' Permittee shall receive an inquiry identification number from Undergound Service Alert, telephone number 1-800-422-4133 prior to performing anywork authorized by this permit, including all surface and underground excavation operations. Permit shall not be valid until the inquiry identification number is received. Underground Service Alert requires a minimum of 48 hours notice prior to the beginning of work to verify the location and ties of survey monuments, valve covers, meter boxes, manholes, handholes and underground facilities. Road Permit Section SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS Effective December 1,1998 TABLE OF CONTENTS 1 - GENERAL 1.1 Standards and Specifications 1.2 Changes or Additions to Permit 1.3 Relocation 1.4 Utility Construction 1.5 Licensed Contractor 1.6 Permit Possession 1.7 Sanitary Facilities 1.8 Permittee Responsibility 1.9 Hold Harmless 1.10 Notification 1.11 Inspection 1.12 Failure to Comply 2 - PUBLIC CONVENIENCE AND SAFETY 2.1 2.2 2.3 2.4 2.5 Traffic and Access Traffic Control Working Hours Dewater Operations Closing Roads 3 - PRESERVATION OF PROPERTY 3.1 Protection of Property 3.2 County Facilities 3.3 Traffic Signals 3.4 Survey Monuments 4 - PROJECT SITE MAINTENANCE 4.1 Clean-up and Dust Control 4.2 Haul Routes 4.3 Storage in County Roads 4.4 Snow Removal 4.5 Emergency Response 4.6 Maintenance of Trenches 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings & Striping 5.2 Asphalt Concrete 5.3 Base Material 5.4 Grading Equipment 5.5 Track Equipment 5.6 Paving Equipment • 6 - TRENCHING 6.1 Cal OSHA 6.2 New Roads 6.3 Depth of Installation 6.4 Pavement Removal 6.5 Open Trench 6.6 Trench Bridging 6.7 Protective Fencing 6.8 Trench Backfill 6.9 Narrow Trench 6.10 Inclement Weather 6.11 Manhole Construction 7 - COMPACTION 7.1 Relative Compaction (RC) 7.2 Compaction Frequency and Location 7.3 Test Reports 7.4 Mechanical Compaction 7.5 Water Densification 8 - TRENCH CONSTRUCTION & REPAIR 8.1 Temporary Pavement 8.2 Trench Pavement Repair - General •8.3 Permanent AC Paving Repair 8.4 Trench Pavement Repair Options 8.5 Overlay Paving 8.6 Excessive Pavement Removal 8.7 Pavement Resurfacing 8.8 Driveway Approaches 8.9 Portland Cement Concrete 8.10 Trench Failure and Repair (I , 1-GENERAL 1.1 Standards and Specifications -- The work shall be done in accordance with the current San Bernardino County Standards and Specifications and these Conditions and Specifications. Any deviation shall be approved in writing by the Permit Engineer. 1.2 Changes or Additions to Permit -- The Transportation Department reserves the right to make any changes or additions to a permit after issuance if such changes or additions are believed necessary for the protection of the roads or for the health and safety of the public. 1.3 Relocation — If any part of an installation interferes with the present use of roads by the general public or is in conflict with future or current County improvement projects, it shall be removed or relocated as directed by the Transportation Department at the expense of the Permittee or his successor in interest. 1.4 Utility Construction -- Permits for utility trenching, including utility service trenching, within County right-of-way, shall be issued to the respective utility purveyor or a California licensed contractor. The permittee shall warranty the trench repair for one year from the Transportation Department approval date.Following the permittee warranty period, the respective utility purveyor shall be responsible for the trench repair. 1.5 Licensed Contractor — All excavation, repair and restoration in County road right-of-way shall be performed by a contractor with the appropriate license issued by the State of California Contractors License Board or by utility purveyor's regular employees. 1.6 Permit Possession — Other than emergency repairs, there shall be no work performed in County road right-of-way until a road permit is issued. A copy of this permit, a set of approved plans and permits required by any other legally constituted authority shall be on site at all times construction is in progress. Permits that require excavation shall be valid only after an Underground Service Alert inquiry identification number is issued. All permitted work in the mountain regions shall cease between October 31 and April 15 of the following year unless approved by the Transportation Department. Start work approval shall be dependent on weather conditions. 1.7 Sanitary Facilities -- The Permittee shall provide and maintain enclosed toilets for the use of employees at all times while work is in progress. 1.8 Permittee Responsibility — In addition to all conditions herein, the Permittee is responsible for safety and construction requirements within the limits of the . project. The Permittee or his employees shall abide by all the regulations of any legally constituted authority. 1.9 Hold Harmless — The Permittee shall preserve and save harmless the County and each officer and employee thereof, from any liability or responsibility for any accident, loss of damage to persons or property happening or occurring as a proximate result of Permittee's negligence or the negligence of Permittees' agents, servants, employees or contractors in the design or performance of any work undertaken under any permit granted to Pemiittee pursuant to the application [51.0113 County Code]. 1.10 Notification -- Except in emergencies, the Permittee shall notify the assigned Inspector one working day, excluding weekends and holidays, prior to starting a project and for each phase of construction. In addition, the Permittee shall notify USA 48 hours prior to any. excavation. 1.11 Inspection — All construction performed in relation to a road permit shall be inspected prior to and during installation by County, personnel. Construction performed without inspection may be subject to removal and replacement. The entire cost of removal and replacement shall be borne by the Permittee, regardless of whether the installation removed was found to be defective. 1.12 Failure To Comply — Should a Permittee fail to comply with the provisions of the road permit or the requirements of any legally constituted authority, the Transportation Department may order the Permittee to stop work, wholly or in part, until the discrepancies have been resolved to the Department's satisfaction. Upon satisfactory completion of corrections, written approval from the Department shall be required before work resumes. Failure to comply shall result in revocation of permits. The Department may perform the work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Permittee. 2 - PUBLIC CONVENIENCE AND SAFETY 2.1 Traffic and Access -- The Permittee's operation shall cause no unnecessary inconvenience to the. public. The access rights of the public shall be considered at all times and unless otherwise authorized, traffic shall be permitted to pass through the work area at all times. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants, residences, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, hospitals, and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Department's Traffic Engineer. 2.2 Traffic Control — Traffic Control shall conform to the current Caltrans Manual of Traffic Controls. The handbooks published by American Traffic Safety Services Association Guide and the Work Area Traffic Control Handbook or other traffic control manuals may be used with approval of the Department's Traffic Engineer. . 2.3 Working Hours — Except for emergency repairs, no work shall be performed within County road right-of-way on weekends, County holidays, before 7 AM or after 4:30 PM unless authorized by the Permit Engineer. 2.4 Dewater Operations — Release of, or the directing of water onto County roads shall be authorized only by the Transportation Department and shall include traffic control per Section 2.2 , clean-up per Section 4.1 and erosion control. If erosion occurs, grading shall;, be as required in Section 5.4. Discharges shall comply with the National Pollutant Discharge Elimination System and with Federal law, State Iaw and local ordinance. 4 • • 2.5 Closing Roads - No, road shall be closed without authorization from the Transportation Department except in the case of an emergency under the direction of an authorized agency. An authorized road closure will allow the detour of through traffic only. The Permittee shall provide a smooth dust controlled route that allows unimpeded access for emergency vehicles and residents at all times. A minimum of ten (10) working days are required to process the application. To apply for a road closure authorization, submit the following to the Road Permit Section, 825 E. Third Street, San Bemardino, CA 92415-0835. • Written request for the closure with the time schedule included. • Detour route and sign locations, a detour plan designed by a Registered Civil or Traffic Engineer, if required by the Department. 3 - PRESERVATION OF PROPERTY 3.1 Protection of Property — The Permittee shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property. The Permittee shall repair or replace all existing improvements damaged within the right-of- way which are not designated for removal on the approved plans to match the original in finish and dimension. Trees, lawns and shrubbery that are not designated for removal on the plans shall be protected from damage or injury. If damaged or removed because of the Permittee operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible as approved by Department personnel. The Permittee shall give seven (7) days notice to occupants or owners of adjacent property to allow them to salvage or relocate plants, trees, fences, sprinklers and other improvements within the right-of-way which are designated for removal on the plans and would be destroyed because of the work. 3.2 County Facilities -- Prior to construction, the Permittee shall assess the condition of County facilities within project limits and report to the inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, traffic signs, pavement markings or hazardous conditions that may exist before work is started. Prior to final acceptance of the project, all County facilities shall be in the same or better condition as determined by Department personnel. 3.3 Traffic Signals — Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee's operation shall be reported immediately to the Traffic Division of the Transportation Department, 825 East Third Street San Bemardino, CA 92415, telephone (909) 387-2833. Any damage shall be repaired immediately at no expense to the County as directed by the Transportation Department. 5 • • 3.4 Survey Monuments -- The Permittee shall locate, protect or tie -out all survey monuments which may be disturbed or destroyed. Survey monuments shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of construction. Following completion of the work, the monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County Surveyor prior to final project notice of completion issued by the Transportation Department. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at no expense to the County. 4 - PROJECT SITE MAINTENANCE Surplus dirt, debris, rocks or building materials shall be contained during permit work and the site broomed daily to reduce possibility of being carried by runoff into a storm drain, stream or natural drainage course or lake. At the completion of the permit work, the previous drainage patterns must be restored. Material shall not be placed in such a manner which might result in the blockage of any drainage structure at either the inlet or outlet. 4.1 Clean-up and Dust Control -- Throughout all phases of construction, including suspension of work, the Permittee shall keep the work site clean and free from rubbish and debris. The Permittee shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary. The use of water resulting in mud on roads or drainage facilities will not be allowed as a substitute for sweeping or other cleaning methods. All soil and construction material shall be removed prior to that portion of the road being made available to traffic. 4.2 Haul Routes -- When required by the Department, obtain a haul route permit before beginning work. Permits are issued approximately five (5) working days after filing of proper plans, fees and application to the Transportation Department. Care shall be exercised to prevent spillage on, or damage to County roads. Any such spillage or damage shall be removed or repaired immediately. Dust control and traffic control shall be, provided for all hauling operations. 4.3 Storage in County Roads -- There shall be no equipment or materials stored or stockpiled in road right-of-way. Equipment and materials shall be removed from road right-of- way when not in use and at the end of each working day, except as approved by the Transportation Department. 4.4 Snow Removal — The Transportation Department will remove snow on all County maintained roads that are safe for the snow removal operation. If conditions are such as to endanger personnel or equipment due to Permittee operation (sunken trenches, irregular paving, or other hazards) the Department will cease snow removal operations. The Permittee shall then be responsible for removal of snow to the surface of the road and maintain such, including sanding operations, for a minimum width of 20-feet or as directed by Department personnel. • • 4.5 Emergency Response -- Before work is started, the Permittee shall furnish names and telephone numbers of persons on -call if emergency work is required by the County. The Department, at its sole discretion, may elect to perform emergency work if it is judged as necessary for the protection of the roads or for the health and safety of the public. All emergency work shall be accomplished at no expense to the County. 4.6 Maintenance of Trenches — Permittee shall perform continuing maintenance of all trenches, including periods of suspension of work, during the course of construction and shall maintain the trench for the life of the installation in accordance with County Ordinance No. 2377. 5 - MATERIALS AND EQUIPMENT 5.1 Pavement Traffic Markings and Striping — Pavement traffic markings and striping shall be constructed of thermoplastic material and all damaged or removed markings shall be replacedwith thermoplastic material unless otherwise approved by Department personnel. Visual uniformity, as determined by Department personnel, may require that adjacent markings and all markings within an intersection be replaced with thermoplastic material by the Permittee at no cost to the County. 5.2 Asphalt Concrete -- Paving asphalt shall be AR4000 1/2-inch Type B maximum, medium shall be used. Asphalt dike shall be AR8000 paving asphalt with Type B 3/8-inch maximum, medium grading. 5.3 Base Material -- Base shall be Class II Aggregate Base or as approved by Department personnel. 5.4 Grading Equipment — Grading of soil roads or soil shoulders may be accomplished by any means that will provide a smooth, compacted and uniform surface that varies less than 0.1-foot in 10-feet for line or grade up to 300-feet. Projects greater than 300-feet in length will require grading be performed by an approved motor grader. 5.5 Track Equipment — Track equipment and outriggers used on paved surfaces shall be equipped with street pads and be operated so as not to mar the surface or cause damage to any County facility. If pavement is marreu, it shall be resurfaced over the entire width as required in Section 8, Trench Resurfacing. If County facilities are damaged, they shall be replaced or repaired as specified in Section 3, Preservation of Property. 5.6 Equipment — Paving 6-feet wide or wider in a driving lane shall be accomplished by use of a paving machine approved by Department personnel. Shoulder paving and miscellaneous paving shall be as approved by the Inspector. 6 - TRENCHING 6.1 CalOSHA — All excavations shall conform to the requirements of the State of California Division of Occupational Safety and Health. The applicant for a road permit shall possess a permit to excavate from the Division of Industrial Safety, Department of Industrial Relations, State of California. 7 • • 6.2 New Roads -- Trenches installed in roads that have been paved within 3 years shall not be open -cut unless otherwise authorized by the Permit Engineer. If authorized, the trenching will be subject to additional requirements as specified by the Permit Engineer. 6.3 Depth of Installation Underground installations shall have a minimum of 2.5-feet of cover below finished grade. Refer to San Bernardino County Standard Plan No. 311 for recommended locations. 6.4 Pavement Removal — Paving shall be cut for removal and excavated in a manner that does not disturb the adjacent pavement. Paving shall be sawcut or cold planed for permanent repair as specified in Section 8. Remnant strips of paving less than, 2-feet wide shall be removed and included in the replacement paving. Replacement paving along the edge of paving that does not have curb and gutter, AC dike or AC berm shall be a minimum of 2-feet wide. 6.5 Open Trench The maximum length of open trench (excavation or backfill not resurfaced) allowed during construction shall be the distance of construction which can be reasonably installed in a single day. An open trench shall be attended; by contractor's personnel at all times. Where pavement has been removed, a minimum of 2-inches of temporary paving shall be placed before that area is made available to traffic. Before leaving the project and at the end of each day, all areas of pavement removal, including sidewalk, drainage courses and driveway approaches shall be backfilled, compacted and surfaced with temporary asphalt. Upon approval of the Department personnel, appropriate areas of the trench may be protected by plate bridging or protective fencing. 6.6 Trench Bridging -- Plate bridging in the traveled way shall be as shown in the Work Area Traffic Control Handbook and the Plate Bridging Standard drawing herein. 6.7 Protective Fencing — When protective fencing is used to secure an area, it shall be constructed of 6-foot high, pipe framed chain Zink panels or equal material, secured into position and placed in a manner that there are no gaps larger than 3-inches. Fencing shall be placed a minimum of 4-feet from the nearest driving lane and shall be protected by appropriate signing and barriers per Section 2.2, Traffic Control. 6.8 Trench Backfill Unless otherwise specified, the material obtained from the project excavations will be suitable for use as fill or backfill, provided that all organic material and other objectionable material is removed. Rocks, plain concrete rubble and pavement grindings obtained from the project will be permitted in the fill subject to the following limitations: • In trenches up to 3-feet wide, the maximum dimension of any piece used shall be 6-inches; in trenches more than 3-feet wide, 1-foot is the maximum dimension. • Pieces larger than 4-inches shall not be placed within 1-foot of any structure. • Pieces larger than 3-inches shall not be placed within 1-foot of the subgrade for paving. Rocks or rubble included in the fill shall be mixed with approved material to eliminate'; voids. Slurry (1-1/2 sack) is also an acceptable option for backfill. 8 • • 6.9 Narrow Trench — Unless otherwise authorized, trenches in paved areas, 1-foot or less in width, shall be backfilled to pavement subgrade with 1-1/2 sack aggregate/cement slurry. The slurry shall be protected until cured and pavement placed per Section 8, Trench Resurfacing. 6.10 Inclement Weather — Other than emergency repairs or as directed by the Transportation Department, there shall be no excavation within the traveled way of County roads during periods of inclement weather. 6.11 Manhole Construction — Manholes shall remain below the grading plane until final paving has been completed and then set flush with the surface, except in areas that require snow removal, the manhole frame shall be set 1/2-inch to 3/4-inch below pavement surface. In graded earth shoulders or earth flowline areas, asphalt concrete shall be placed to a minimum width of 3-feet around the manhole and paved out at 45 degrees to the edge of existing pavement per San Bernardino County Standard Plan No. 311A. Backfill and testing shall be per Section 7, and shall be independent of the main line trench tests. 7,- COMPACTION 7.1 Relative Compaction (RC) - RC of 95% minimum shall be required for asphalt pavement, paving base material and that portion of backfill which is within 0.5-foot of the paving base material. RC of 90% minimum shall be required for all other fill or backfill. All compaction shall be in accordance with California Test No. 216 or No. 231 (ASTM D-1556 or D-1557-70). Use of an alternate compaction test method (e.g. Dynamic Cone Penetrometer) must be approved in advance and will be approved on a case -by -case basis. 7.2 Compaction Testing Frequency And Location -- Trench backfill testing shall be at 250- foot maximum intervals. One test shall be performed for each 4-foot of depth or fraction thereof. Pavement subgrade and pavement base material shall be tested at 500-foot intervals. Tests for backfill shall be taken at mid -depth of each 4-feet of backfill starting at the top of the installation. 20% of laterals and 100% of manholes shall be tested independently of the main line. Failure of a compaction test will result in the entire area represented by that test being uniformly reworked and retested at a random location. 7.3 Test Reports -- Tests shall be certified by a registered California civil or geotechnical engineer or testing laboratory in accordance with the State of California test requirements. Test locations shall be determined by Department personnel. Test reports shall be listed individually for each trench or for each type and phase of construction that includes an accurate description of the test location. Compaction reports shall be submitted to Inspector prior to permanent paving. If an alternate compaction method is approved per Section 7.1, alternate test reports specified at time of permit issuance shall be submitted. 7.4 Mechanical Compaction -- Backfill shall be placed in horizontal layers of thickness compatible to the material being placed and the type of equipment being used. Each layer shall be evenly spread then tamped or rolled until the specified relative compaction is attained. 9 • • 7.5 Water Densification -- Densifing by ponding and jetting will not be allowed within 4-feet of finish grade unless confined to the pipe zone and approved by the Inspector. Water densification may be allowed when, as determined by Department personnel, the base and backfill materials have a sand equivalent of 20 or greater (California Test No. 217) and are of such character that they will be self -draining when compacted and the foundation material will not soften, or otherwise be damaged by the applied water. For authorization to use water densification, submit request and test reports representing the foundation soils and backfill. material, at a maximum of 1000-foot intervals to the Inspector five (5) working days prior to starting work. 8 - TRENCH RESURFACING 8.1 Temporary AC Pavement — Temporary asphalt compacted to 2-inches thick shall be placed and maintained in a smooth and compacted condition at all locations where paving has been removed and. before traffic is allowed to pass over areas of pavement removal. Temporary asphalt shall be removed for permanent repair. 8.2 Pavement Repair -General -- Damaged paving adjacent to the trench edges shall be sawcut and removed in rectangular sections. Remnant strips of paving 2-feet wide or Tess will be removed and that area included in the paving repair. Asphalt paving shall be placed in a minimum of two lifts and be in accordance with Caltrans Standards Section 39 and be a minimum of 95% RC. The repaired section shall be 1-inch thicker than the existing paving but not less than 3-inches thick. Paving shall be placed within thirty (30) days of completion of the subsurface installation in accordance with Section 1.5. Areas to be joined with asphalt paving shall be cleaned of all soil and foreign material an tacked 100% coverage of , asphaltic emulsion or paint binder. 8.3 Permanent Pavement Repair — Base paving will be in compacted lifts a maximum of 3- inches thick and the use of 3/4-inch MC AR4000 may be required at the discretion of the Permit Inspector. Finish course shall be a minimum of 1-inch and a maximum of 2-inches thick of 1/2-inch MM AR4000 flush with the existing paving. Trench sections over 6-feet in width shall utilize a self-propelled vibrating screed paving machine (Barber -Greene or equivalent) and may be subject to additional requirements. 8.4 Trench Options • T-Cut Trench — After backfill is completed, trench edges shall be sawcut or ground to straight lines a minimum of 1.0-foot from the edge of the excavation or pavement removal and shall be parallel and at right angles to the centerline of the road (see Trench Detail A). • Optional T-Cut Trench — In cases where the existing pavement has a thickness in excess of 4-inches, grinding a minimum of 1-foot from each edge of the excavation or pavement removal to a minimum depth of 2-inches may be allowed at the discretion of the Permit Inspector (see Trench Detail B). • Non T-Cut Trench Alternative — Trench Detail C requires overlay paving in accordance • with Section 8.5 for trenches over 300-feet. 10 8.5 Overlay Paving When the T-cut trench or T-cut option is used to repair or restore pavement removal to 300-feet or longer, an overlay shall not be required unless the road has. been paved within three years or the road has a superelevation, or tilt cross section. When the non T-cut trench is used to repair or restore pavement removals 'of 300-feet or longer, an overlay shall be. required. The determination of the overlay shall be made by the County Transportation Department at the prebid/preconstruction meeting or prior to issuance of the permit. Substantial damage to the roadway beyond the trench excavation as a result of negligence by the permittee or their contractor shall meet or exceed prior street conditions and will be determined by the Transportation Department. The overlay, when required, shall be a minimum of 1-inch thick of AR4000 3/8-inch MM placed with a paving machine per Section 5.6 and shall extend beyond pavement removal a minimum of 1-foot laterally and 5-feet longitudinally and shall cover the driving lane or shoulder full width. Roads that have a superelevation or tilt cross section may require full road width overlay in the area of the superelevation or tilt section. 8.6 Excessive Pavement Removal -- Removal of six or more separate areas of pavement or the removal of 15% of the total area of a lane Or shoulder by a Permittee within 300-foot length of street, may require an overlay per Section 8.5. 8.7 Pavement Surfacing — Where there are existing surface coats on the existing paving, open graded paving, chip seal or any type of surfacing that has been removed, the surfacing and paving shall be replaced in -kind. 8.8 Driveway Approaches -- Driveway approaches constructed of asphalt concrete shall be repaired as required and shall also be overlaid 1-inch thick full width to the property line or slurry sealed per Caltrans Section 37-2.01. 8.9 Portland Cement Concrete -- Potholes or trenches in PCC shall be repaired by sawcutting or grinding and removed in full panels at the score lines or as directed by Department personnel. 8.10 Trench Failure and Repair -- When the Transportation Department notifies Permittee of a failure of the trench (settlement, excessive cracking or alligatoring, etc.) the Permittee shall coordinate the proposed trench repair method and schedule with the Transportation Department. Rev. 12/98 • 422SPEC.DOC 11 SLATE BRIDGING WIDTH OF TRENCH 1.0 FOOT TO 3 FOOT 4.0 FEET MINIMUM PLATE THICKNESS 1 INCH 1-1/4 INCH SPANS GREATER THAN 4 FEET, A STRUCTURAL DESIGN SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER 'AND APPROVED BY DEPARTMENT PERSONNEL. SURFACE OF STEEL PLATES MAY BE ROUGHENED, TAPED OR COATED TO PROVIDE A NON-SKID SURFACE ISTIf BRIDGING SHALL BE SECURED AGAINST MOVEMENT BY USING HOLDING DEVICES SUCH AS ADJUSTABLE CLEATS, ANGLES, BOLTS, TACK WELDING OR OTHER DEVICES. ASPHALT RAMPS STEEL PLATES PH 12" MIN. OVERLAP TYPICAL TRENCH OVERILAY HALF WIDTH CENTER LINE 5 FEET TYPICAL /// EP 5 FEET TYPICAL EP EP . CENTER LINE FULL WIDTH . EP PAVEMENT REMOVAL WITHIN 1 FOOT OF CENTER LINE EP EP DRIVING CENTER LINE DRIVING LANE TO SHOULDER EP CENTER LINE EP /// SHOULDER DRIVING 12' MIN. LANE 4, CENTER LINE DRIVING LANE AND SHOULDER ....».:. '3: SAY xs ..•x•, cxssr :s,�;;:;;•:.»:sfs uµ N••,•»»"'»^..^'sxr»,,,`sxx:•..,•..xs:•s„s£^s;;ss»:: xx:rs ✓ssss<:s;ns:<zg,�`££�;iii?s3 sc x.s<£sssss... �••3••£E�.'£� ;z » ass£�'sii•~~ �s' : u'sx•• µs£s£;: :ss?i;£c;.:: »:x:s:..ssss••:....s•sssssssss EP /// SHOULDER PAVEMENT REMOVAL WITHIN 1' OF •DRIVING LANE CENTER LINE NOTE: OVERLAY TO EXTEND BEYOND TRENCH A MINIMUM 5' LONGITUDENLY AND 1' TRANSVERSELY. PAVING JOINTS SHALL BE AT THE EDGES OF THE DRIVING LANES OR SHOULDERS. LEGEND: TRENCH OVERLAY • 2' OR LESS FROM EDGE, REMOVE AND SAWCUT OR COLD PLANE INCLUDE IN REPAIR 1' FROM TRENCH CUTS SAWCUT OR COLD PLANE FOR TRENCHING 95% R.C. AC PAVEMENT TO BE 3" MIN.. AND 1" THICKER THAN EXISTING. TOP 1" - 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. 95 % RC. CLASS II BASE(IF EXISTING; MATCH EXISTING THICKNESS OR 4" MIN. NOTES 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. 5. COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY PAVING WILL NOT BE REQUIRED PER SECTION 8.5 EXCEPT FOR ROADS THAT HAVE BEEN PAVED WITHIN THREE YEARS AND ROADS THAT HAVE SUPERELEVATIONS OR TILT CROSS SECTIONS. T-CUT TRENCH TRENCH DETAIL A 2' OR LESS FROM EDGE REMOVE AND INCLUDE IN REPAIR SAWCUT OR COLD PLANE FOR TRENCHING 2" AR 4000 112" MM SURFACE COURSE REMAINING MAY BE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY 2" MIN. COLD PLANE 1' FROM TRENCH CUTS 95%RC. AC PAVEMENT TO BE 4" MIN. AND 1" THICKER THAN EXISTING. 95% RC. CLASS II BASE (IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. NOTES : 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. a. COMPACTION TESTS IN THE 90% RC PIPE ZONE SHALL BE ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. 6. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY PAVING WILL NOT BE REQUIRED PER SECTION 8.5 EXCEPT FOR ROADS THAT HAVE BEEN PAVED WITHIN THREE YEARS AND ROADS THAT HAVE SUPERELEVATIONS OR TILT CROSS SECTIONS. OPTIONAL T-CUT TRENCH TRENCH DETAIL B 2' OR LESS FROM EDGE, REMOVE AND INCLUDE IN REPAIR SAWCUT OR COLD PLANE 95% R.C. AC PAVEMENT TO BE 3" MIN. AND 1" THICKER THAN EXISTING. TOP 1" - 2" TO BE AR 4000 1/2" MM. REMAINING MAY REQUIRE AR 4000 3/4" MC 90% RC. 12" WIDE OR LESS USE 1-1/2 SACK CEMENT SLURRY. NOTES : 6" Min. • 95 % RC. CLASS II BASE(IF EXISTING) MATCH EXISTING THICKNESS OR 4" MIN. 90% RC. 1. ALL EXCAVATIONS WITHIN COUNTY RIGHT-OF-WAY REQUIRE AN EXCAVATION PERMIT FROM THE ROAD PERMIT SECTION. 2. ROAD PERMITS ARE NOT VALID WITHOUT FULL COMPLIANCE OF UNDERGROUND SERVICE ALERT REQUIREMENTS. 3. ALL EXCAVATIONS SHALL BE CONSTRUCTED AS PRESCRIBED BY CAL. OSHA. • 4. TEMPORARY PAVING 2" THICK COMPACTED SMOOTH AND FLUSH, SHALL BE PLACED IN ALL AREAS PAVING WAS REMOVED PRIOR TO OPENING TO TRAFFIC AND AT THE END OF EACH DAY. 5. COMPACTION TEST ON BACKFILL IN THE 90% RC ZONE SHALL BE AT VARYING DEPTHS ON 250' INTERVALS AND SUBMITTED TO INSPECTION PRIOR TO PERMANENT PAVING. CLASS II AGGREGATE BASE AND THE GRADING PLANE SHALL BE 95% RC ON 500' INTERVALS. NOTIFY PERMIT INSPECTOR ONE WORKING DAY PRIOR TO STARTING A PROJECT AND FOR EACH PHASE OF CONSTRUCTION. 7. OVERLAY SHALL BE REQUIRED PER SECTION 8.5 OF THE TRENCH SPECIFICATIONS FOR TRENCHES OVER 300 FEET. TRENCHES UNDER 300 FEET DO NOT REQUIRE AN OVERLAY. NON T-CUT TRENCH TRENCH DETAIL COUNTY . SAN BERNARDINO - TRANSPORTATIiDEPARTMENT ROAD PERMIT SECTION 825 E. THIRD STREET SAN BERNARDINO, CA. 92415-0835, (909)387-2888 APPLICATION FOR EXCAVATION PERMIT DATE OF APPLICATION The undersigned hereby applies for permission to excavate, and/or otherwise encroach on County Road right-of-way by performing the following work and agrees to do the work in accordance with the rules and regulations and subject to the inspection and approval of the San Bernardino County Transportation Department. LOCATION OF WORK: Slover Avenue North •• ADDRESS (IF AVAILABLE) STREET NAME (IF MORE THAT ONE STREET, ATTACH LISTING Cherry Avenue and Hemlock Avenue WHAT SIDE OF THE STREET (N,S,E,W) BETWEEN WHAT INTERSECTING STREETS Fontana N/A AREA (CITY, VILLAGE, ETC.): CONTRACTOR'S LICENSE NUMBER UTILITY: GAS PHONE TOTAL LENGTH OF EXCAVATION ELECTRICAL SEWER X CATV OTHER TOTAL WIDTH OF EXCAVATION LINEAL FEET PAVEMENT CUT CONDUIT MATERIAL CONDUIT SIZE 4,385' 8' 2,275' VCP 15" & 18" UTILITY DRAWING NO. N/A ADDITIONAL REMARKS: Person in Charge of Field Work: Mr. Gregory Bucknell Telephone No. (909) 350-6646 Work Guaranteed By: Resolution Franchise Bond X Cash Deposit In consideration of the granting of this permit, Permittee agrees to Indemnify County, Its officers, agents, and employees against and hold them free and harmless of and from all claims, actions losses damages and/or liability arising out of any cause whatsoever including the acts, errors or omissions of any person in connection with work undertaken under this permit, and defend County (with Counsel acceptable to the County), Its officers, commissions, agents and employees from any sults and/or causes of action at law or In equity. It is further agreed by Permitee to remove and/or relocate any or all of the road Improvements constructed under this permit from the road right -of way within a reasonable period of time and upon written request from the County Road Department should it be determined that such encroachment Interferes with the public's use of the road right-of-way or conflicts with future County road Improvement projects. Without limiting the indemnification requirements set forth above, the Permittee shall secure and maintain General Comprehensive Liability Insurance with combined single limits for property damage and personal injury in an amount not less than one million•dolars ($1,000,000.). The Permittee is further required to name the County as an additional insured to the above -described policy. The Permittee is required to maintain the above -described Insurance policy until such time as the work performed pursuant to the Permtt is approved by the County. OFFICE USE ONLY;....;:> • APP./ISS. FEE :;';; '< :.... INSPECTION FEE:'; VIOLATION FEE ' •> TOTAL FEE • $558.00 CASH DEPOSIT CITY OF FQNTANA NAME OF UTHQPfrfZED SIGNATURE OF APPLICANT 83t83 Sierra Avenue MAILING ADDRESS Fontana CA 92336 CITY STATE (909) 350-6646 ZIP CODE REV. 8/98 (AREA CODE) PHONE NUMBER COUNTY OF SJ APPLICATION The undersigned hereby applies for permission agrees to do the work in accordance Bernardino County inspection and approvals. extra sheets if necessary). BERNARDINO - TRANSPORTAMN DEPARTMENT ROAD PERMIT SECTION 825 E. THIRD STREET SAN BERNARDINO, CA. 92415-0835 (909)387-2888 FOR ENCROACHMENT PERMIT October 27, 1999 DATE OF APPLICATION to encroach on County Road right-of-way to perform the following with San Bernardino County rules and regulations and said work is (Applicant will describe here fully what they wish to do, use j work and subject to San reverse side or Pothole underground utilities. (SKETCH AND DESCRIPTION OF WORK TO BE PERFORMED MUST BE ATTACHED) STREET NAME AND/OR ADDRESS NEAREST INTERSECTING STREETS CITY / COMMUNITY AREA The OF WORK LOCATION S1 over Avenue Cherry Avenue to Hemlock Avenue and Poplar to Sierra City of Fontana ASSESSORS PARCEL NUMBER The City of Fontana OFFICE USE ONLY APP./ISS. FEE NAME OF PE (PLE PRI v71--' INSPECTION FEE ' AUTH IZ SIGNATURE OF APPLICANT 8353 Sier Avenue VIOLATION FEE TOTAL FEE CASH DEPOSIT MAILING ADDRESS Fontana, CA 92335 REV. 5/94 CITY STATE ZIP CODE (909) 350-6646 (AREA CODE) PHONE NUMBER