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HomeMy WebLinkAbout10224 ` I LED SII APR 21 1970 LUC14E GOFORTH, City CIO k RESOLUTION NO. II 1 A RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF 2 SAN BERNARDINO AWARDING A CONTRACT TO 0. B. NORTHINGTON, INC. FOR INTERCEPTING SEWERS IN KENDALL DRIVE TO PALM AVENUE, IN 3 ACCORDANCE WITH SPECIAL PROVISIONS NO. 4077. 4 RESOLVED, that the bid of 0. B. Northington, Inc . 51 for intercepting sewers in Kendall Drive to Palm Avenue, in ro� 6 accordance with Special Provisions No. 4077, is the lowest 7 responsible bidder therefor, and that the same be and is hereby 8 accepted and all other bids are hereby rejected. 9 101 That the contract, a copy of which is attached hereto, marked 11 Exhibit "A" and referred to and made a part hereof as fully as i 12 though set forth at length herein, be and the same is hereby 13 awarded to 0. B. Northington, Inc . 14 That the Mayor and City Administrator of the City of San 15 Bernardino are hereby authorized and directed to execute said 16 contract on behalf of said City. 17 18 I HEREBY CERTIFY that the foregoing Resolution was duly adopts 19 by the Mayor and Common Council of theCCity of San Bernardino at 20 a meeting thereof, held on the -,�,Z_,:�7day of 21 1970, by the following vote, to wit: 22 AYES: Councilmen 23 24 NOES: ABSENT- / 25 26 6ity Clerk 27 The foregoing Resolution is hereby approved this <,,,�a`y of 28 1970. 29 Approved as to form: / 30 31 May of the C' y of San Bernardino ty Atto ney 32 I 4 d CITY OF SAN BERNARDINO STATE OF CALIFORNIA CONTRACT DOCUMENTS PLAN AND SPECIAL PROVISIONS NO. 4077 FOR INTERCEPTING SEWERS IN KENDALL DRIVE TO PALM AVENUE SAN BERNARDINO, CALIFORNIA Department of Engineering City of San Bernardino February 1970 r� ' R NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids or proposals for: INTERCEPTING SEWERS IN KENDALL DRIVE TO PALM AVENUE, IN ACCORDANCE WITH SPECIAL PROVISIONS NO. 4077, ON FILE IN THE OFFICE OF THE CITY ADMINISTRATOR, ROOM 201, CITY HALL. Deliver all bids to the City Administrator ' s Office , Room 201 , City Hall , 363 north "E" Street, San Bernardino , California, with the specification title and number clearly marked on the outside of the envelope. Said bids or proposals will be received up to the hour of 2 : 00 p.m. , Tuesday, April 14, 1970 , at which time all of said bids or proposals will be publicly opened , examined and declared in the Council Chambers , 392 Court Street, San Bernardino, California. No bid will be received unless it is made on a proposal form furnished by the City. All bids or proposals shall be sianed, sealed and accompanied by cash, cashier ' s check , certified check or. bid bond made payable to the City of San Bernardino , in the amount of ten per cent (100) of the bid. Such cash , check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract , the use by the public of the improvements will be delayed , and the public will suffer ar_eat damage . From the natureof the case , it would be extremely difficult and impractical to fix said amount of damage. Therefore , the City and the bidder aaree that the above sum of 10% shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be under- written by a surety company having a rating in Best ' s most recent Insurance Guide of "A" or better. Pursuant to law, the Mayor and Common Council of the City of San Bernardino, by Resolution No. 5718 and anv and all amendments thereto which are hereby referred to and made a part hereof by reference as fully as though set. forth at length herein, have ascertained and determined the aeneral Drevailina rate of per diem wages , and of per diem waaes for legal holidays and overtime work for each craft or tune of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council . Said prevailing rates of wages shall conform to "Wage Scales for the Six Basic Trades" , filed in the Office of the City Clerk, 'and "Sub-Trades Hourly Waae - Rates of Buildina and Construction Trade Council of San Bernardino and Riverside. Page 2 - Notice Inviting Bids Counties" , filed in the Office of the City Clerk , which are made a part of said Resolution No. 5718 and amendments there- to. It shall be mandatory upon the contractor to whom the contract is awarded and upon any sub-contractor under him, to pav not less than said specified rates to all laborers , workmen , and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin , as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. No bid will be accepted from a contractor who is not licensed in accordance with the provisions of Chapter 9 , Division III of the Business and Professional Code . The City of San Bernardino reserves the right to reject any and all bids . Plans and specifications may be obtained from 'the City Admin- istrator ' s Office , Room 201 , City Hall , 363 North "E" Street, -San Bernardino, California 92401 , upon a non-refundable payment of $5 . 00 for each set. CITY OF SAN BERNARDINO BY: LUCILLE GOPORTH City Clerk SPECIAL PROVISIONS SECTION I GENERAL 1 .01 General -- The work embodied herein shall be done in accordance with the Standard Specifications No. 2271 , revised October 1966 and Standard Drawings No. 2321 , of the City of San Bernardino, Department of Engineering insofar as the same may apply, and as modified and in accordance with the follow- ing special provisions. 1 .02 Place of Production/Manufacture -- In the performance of this contract, Contractor agrees to use or supply only such unmanufactured materials , articles and supplies as have been produced in the United States , and only such manufactured materials , articles and supplies as have been manufactured in the United States substantially all from materials produced in the United States , unless exempted from this requirement by Article I , Chapter 4, Division 5, Title I of the Government Code of California or by treaties or general trade agreements of the United States . 1 .03 Conflicts -- In case of conflict between the Standard Specifications and these special provisions , the special provisions shall take precedence over and be used in lieu of such conflicting portions. 1 .04 Permits and Licenses The Contractor shall obtain all the necessary permits and/or licenses re- quired and shall pay all expenses for same including costs for fees , bonds , de- posits , etc. Work done on any right of way, easement, or property not under the juris- diction of the Owner shall be done in accordance with the terms of the permit or in accordance with the requirements , rules , regulations and/or ordinances of the agency having jurisdiction. These agencies include the State Division of Highways , County Road and Building Departments , City Street and Building Departments , railroad companies , etc. The Contractor shall include all costs in connection with these permits in his bid price. All expenses incurred for the inspection by State, County and/or City employees, railway employees or any employees other than the Owner's engineers or inspectors shall be paid for by the Contractor. All claims for damages arising from the Contractor's operations under the permits required shall be paid for by the Contractor. 1 .05 Guarantee All work shall be guaranteed by the Contractor for a period of one (1 ) year from the date of acceptance of the work, against defective workmanship and SP-1 materials furnished by the Contractor. The contractor shall promptly replace or repair in a manner satisfactory to the Engineer, any such defective work, after notice to do so from the Engineer, and upon the Contractor's failure to make such replacement or repairs promptly, the Owner may perform this work and the Contractor and his sureties shall be liable for the cost thereof. Where longer term guarantees are specifically required for certain equip- ment or material such requirements shall be in addition to the guarantees re- quired under this section. SECTION II SPECIAL CONDITIONS 2.01 Stakes and Measurement The Engineer will establish all lines and grade stakes reasonably neces- sary for laying out the work. All such stakes must be carefully preserved by the Contractor. Any stakes that are lost or disturbed shall be reset by the Engineer at the Contractor's expense. The Engineer shall be given at least forty-eight (48) hours notice when stakes for any portion of the work are re- quired. The Contractor shall lay out all parts of the work, using the locations and limit stakes established by the Engineer. He shall be responsible for all measurements , and shall exercise proper precautions to verify the figures before laying out any part of the work. He shall promptly report any errors or dis- crepancies he may discover in the drawings , specifications , or stakes. 2.02 Preservation of Monuments The Contractor shall not disturb monuments or stakes found on the line of improvements without permission from the Engineer, and shall bear the expense of resetting any monuments or stakes which may be disturbed without such permission. The Contractor shall reset all street traffic signs disturbed by him during the progress of the work. 2.03 Existing Conditions The location, size and type of existing paving, pipelines , conduits , under- ground structures , obstructions , etc. , shown on the plans , are based on the latest available records. However, it shall be the duty of the Bidder and/or the Con- tractor to determine for himself the location, size, type and depths of all paving, utilities , structures and obstructions affecting his work, and the Contractor shall save the Owner and Engineer harmless for any costs of damages because of their existence or location. Whenever any pole, structure, pipe, culvert, conduit, cable or other ob- struction, either above or below ground surface within the area to be utilized by the Contractor in the performance of the work hereunder is , or may be affected by the Contractor's operations , the Contractor shall preserve the same intact, or SP-2 he shall make such arrangements with the owner of same for its protection, support, alteration or removal and reinstallation , as may be required by the conditions encountered. All costs for such arrangements shall be borne by the Contractor. The Contractor shall notify in advance and cooperate with each owner of poles, structures , pipes , culverts , conduits , cables , or other improvements which may be encountered or affected in any way by the work under this contract. Whenever feasible, the Contractor shall uncover sewer laterals , telephone and electric conduits , water mains and gas mains at least two hundred (200) feet in advance of trenching operations to permit grade changes , should such changes be required. 2.04 Water Supply The Contractor shall investigate and determine availability of water for use in construction of the work and shall provide all water necessary at his own expense. SECTION III SPECIAL PROVISIONS FOR INTERCEPTING SEWERS CITY OF SAN BERNARDINO, CALIFORNIA 3.01 Work to be Done The work to be done under these specifications shall consist of furnishing all the necessary labor, materials , and equipment to complete in every detail the work called for on the plans , and in accordance with these specifications and the requirements of all necessary permits. 3.02 Excavation General : The Contractor shall furnish all material , equipment and labor necessary to complete all excavation, filling and grading incidental to the con- struction of the sewer lines and appurtenant facilities as indicated on the plans and as hereinafter specified. Depths of trenches and other structures are approximately as indicated on the drawings , but the Engineer reserves the right to increase or decrease the width or depth of all trenches or other structures as made necessary by conditions encountered during prosecution of the work. Excavation may be done by hand or by machine. Any clearing or grubbing that may be required for removing obstructions from the site of the work shall be included with the excavation. Any clearing done on easements shall be done with the owner's consent, and the Contractor shall be responsible for any damages claimed by reason of such clearing. SP-3 It shall be the Contractor's responsibility to locate and protect all utilities and other structures from damage by reason of his operations. Any such damage resulting from the Contractor's operations shall be corrected at his expense. Survey Monuments: Prior to excavation, the Contractor shall uncover by hand all survey monuments on the centerline of streets or in easements which may be disturbed during construction as directed by the Engineer and shall not perform excavation until suitable ties have been made and recorded by the Engineer. The Contractor shall replace all displaced or destroyed monuments prior to acceptance of the work. Excavation for Structures: Excavation for manholes and other structures shall be of sufficient size to permit proper construction and inspection of the structure. Except where concrete is placed against earth, a minimum of 6 inches of clearance between the outer surface of the structure and the embankment or protecting timbers shall be provided. The surface against which concrete is placed shall be suitably prepared prior to placing concrete. Caisson Excavation: Where water or other conditions make excavation by caisson methods desirable, the Engineer may permit this to be done. Any changes in the structures necessary to permit sinking as a caisson shall be as required or approved by the Engineer. Excavation shall be made uniformly and carefully to avoid damage to the structure. All precautions shall be taken to prevent displacement or floating of the structure. Excavation for the Pipelaying: General : The Contractor shall make all excavations necessary to construct and install all pipelines shown on the plans. Excavation shall include the removal of all water and other materials or obstructions of any nature that would interfere with the execution of the work. Where the type of construction is not specifically shown on the plans, or specified in the terms of a permit or license issued by the Division of Highways , any railroad, or any other agency other than the Owner, the excavation may be made with the open trench method. Where required for reasons of traffic, safety, and/or soil conditions , the Contractor may be limited as to the length of trench that can be opened. This length shall be determined by the Engineer and such limitation shall not be grounds for extra work claims. Open Trench Method: Where the open trench method is used, the sewer shall be laid in a continuous open trench , properly excavated and braced to the line and grade of the sewer. Width of Trench: The minimum width of excavation for sewers shall be 12 inches 6 inches on each side) more than the exterior diameter of the pipe, exclusive of bells and branches. Where sheeting is placed, the minimum width shall be to the face of the sheeting. SP-4 The maximum width of the excavation measured at the top of the pipe, which includes the width required for sheeting, shall be 16 inches (8 inches on each side) more than the outside diameter of the pipe, exclusive of bells and branches for pipe with 18 inch inside diameter and smaller. For pipe over 18 inches inside diameter, this maximum width shall be 24 inches (12 inc es on each side) more than the outside diameter of the pipe. If the maximum allowable width is exceeded, the Contractor shall , at his own expense for all materia]_ and labor, install concrete encasement as shown on the plans unless the Engineer by written direction permits the use of other special methods of bedding. Subgrade: The excavation for the pipeline shall be made to 2 inches be- low the grade of the bottom of the pipe and subgrade of granular bedding mater- ial which will pass a 1-inch mesh sieve shall be placed to the grade of the bottom of the pipe. Bedding material shall be accurately graded to the pipeline grade prior to pipe laying. Bedding material or granular material shall have a sand equivalent value of not less than 30, as determined by Test Method No. 217 of California Division of Highways. All costs for these tests shall be borne by the Contractor. Where the foundation consists of soft or yielding material , a minimum of 6 inches of bedding shall be provided. The cost of furnishing and placing imported bedding material shall be included in the price bid for pipe installed complete. If the bottom of the excavation is found to consist of rock or any material that by reason of its hardness cannot be excavated to give a uniform bearing surface, said rock or other materials shall be removed for at least 3 inches below the bottom of the pipe and be refilled to grade, at the Contractor's ex- pense, with bedding material . Where crushed rock, gravel or sand is used under the pipe, it shall be uniformly graded gravel having a minimum of voids , to provide maximum compaction and minimum settlement of the sewer. Where conditions necessitate drainage of the subgrade, this drainage shall be carried along the side of the pipe rather than beneath it. Bracing and Shoring: All excavation shall be supported in the manner set forth in "Trench Construction Safety Orders" of the Division of Industrial Safety of the California Department of Industrial Relations , which are hereby made a part of these specifications , and in accordance with all other applicable rules , orders and regulations. Where sheet piling is used, it shall be withdrawn in such a manner as to avoid any disturbance of the pipe or structure. Where sheet piling extends below the bottom of the sewer, that portion of the sheet piling extending below the sewer be left in place. SP-5 Blasting: In the event that blasting is necessary in excavating, the blast shall be blanketed with suitable mats. No blasting shall be done within 5 feet of any water, gas , sewer or other pipe, main or conduit, intersecting or paralleling the excavation. Special permission in writing must be obtained from the Engineer before any blasting will be permitted. Pumping: The Contractor shall at all times have on the work sufficient pumping machinery ready for immediate use. The trenches and other excavation shall be kept entirely free of._water while concrete or pipe is being laid, and until the concrete or joint material has had its final set. Water shall be disposed of in such a manner as to cause no injury to public or private property, nor be a menace to public health. The use of wellpoint systems or drilled wells will be permitted. The method of dewatering the sewer trench shall be determined by the Contractor, subject to the approval of the Engineer. All expense of dewatering shall be borne by the Contractor and shall be included in the price bid. Underdrain systems installed in the trench shall be suitably backfilled to prevent eventual settlement of the sewer, and their use shall be subject to the Engineer's approval . Handling and Disposal of Excavated Materials: When sufficient space is available in the street to maintain the required traffic lanes , the materials excavated in streets and roadways shall be laid alongside the trench and kept trimmed up so to cause as little inconvenience as possible to public travel . Where this roadway space is insufficient to maintain these lanes , the excavated material shall be stockpiled at locations permitted by the Engineer. Free access must be provided to all fire hydrants , water gates , meters , and private drives , and means shall be provided whereby storm and waste water can flow un- interruptedly. At street crossings or where existing driveways occur on a street, the Contractor shall make provision for ditch crossings at these points , either by means of backfills , tunnels , or temporary bridges, as the Engineer may direct. All material excavated in streets or roadways not required for backfilling shall be immediately removed and disposed of by the Contractor. No materials shall be dumped on private property unless written permis- sion is furnished to the Engineer, signed by the owner of the property. The Contractor shall do such grading as is necessary to insure that water will drain away from all structures and to leave the entire area in a neat and satisfactory condition. Areas used for disposal of waste excavation shall be graded to the extent necessary to level the waste excavation deposited in the areas and to insure that water will drain away from nearby structures . SP-6 Special Methods of Excavation: In locations where permission to con- struct the improvement is obtained from any aqency other than the Owner, the construction shall be in accordance with the requirements of the agency grant- ing the permit. The Contractor shall pay all costs for bonds , inspections and tests required under the permit or license except as hereinafter specified. Where the terms of a permit require density tests for determination of soil compaction, the Owner will pay the cost for the initial test required at any location. Where inadequate compaction is found by an initial test any addi- tional tests necessary to determine the limits of inadequate compaction and to determine the density of recompacted backfill shall be made at the Contrac- tor's expense and the cost for such tests shall be deducted by the Owner from any money due the Contractor. Copies of such permits , if available, may be examined in the office of the Owner. It shall be the Contractor's responsibility to determine the spe- cial methods required, and the cost of such special construction shall be in- cluded in the price bid for the item of construction involved. Approval of Excavations: The Contractor shall notify the Engineer when excavations for structures or pipes are completed, and no concrete shall be deposited or pipes laid until the excavations are approved. 3.03 Pipelaying All pipe shall be laid true to line and grade. The Contractor shall main- tain at all times at least three (3) targets or grade boards , two of which shall always be ahead of the laying operation. Grade lines shall be set, checked and maintained along the top of the pipe bell at the center of the pipe. On pipe larger than 12 inches in diameter, a plumb bob shall be used and a suitable cross or centering device employed to determine the center of the pipe. Prior to laying, the ends to be joined shall be thoroughly cleaned to re- move any adhering or loose material detrimental to making a tight joint. Pipe joints shall be installed in accordance with the manufacturer's recommendation using the lubricants and methods which will result in tight, leak- proof joints without damaging the pipe, joints and/or pipe lining. All pipe shall be laid without break, upgrade from structure to structure, with socket ends of the pipe upgrade. Pipe shall be laid on an unyielding foundation, true to line and grade and with a uniform bearing under the full length of the barrel of the pipe. Suitable excavation shall be made to receive the bells of the pipe. All adjustments to line and grade must be made by scraping away or filling in under the pipe, and not be wedging or blocking up the bell . After laying each section of pipe it shall be firmly supported in place by means of partial backfill to prevent any movement of the pipe. SP-7 At the close of each day's work and at such other times as pipe is not being laid, the end of the pipe shall be protected with a close fitting stopper. Whenever the work ceases for any reason or when the pipe is constructed with end not joined to an existing pipe or structure, it shall be closed with a cap or stopper tightly sealed in place. Wherever wye or chimney connections are installed in the line, the loca- tion of such wyes or chimneys shall be accurately marked on the surface with an arrow painted on the paving indicating the location and direction of the wye, or with a stake driven on the side of the ditch on which the wye is in- stalled and marked to indicate the wye location. 3.04 Concrete, Reinforced Concrete and Reinforcing Steel All concrete and reinforcing steel shall conform to the Standard Specifi- cations. 3.05 Manholes All manholes shall conform to the Standard Specifications and shall be constructed of brick and of the materials and to the dimensions shown on the plans. If no manhold details are shown on the plans , the manholes shall be constructed as shown on Standard Drawing No. 2321-G. Manhole frames and covers shall conform to Standard Drawing No. 2321-U. Manhole frames shall be tilted to conform to the finished grade. All such structures shall be built into the sewer line at the location shown on the plans and profiles. Pipe for future lateral sewer line stubs shall be built into the structures as shown on the plans, and the outer end closed with a cap. 3.06 Filling and Backfilling General : Backfilling in streets and highways under the jurisdiction of the California Division of Highways or any agency other than the Owner shall be done in accordance with the terms of the permit issued for the particular loca- tions and the cost of the work shall be included in the bid price. See "Special Methods of Excavation" for information regarding compaction tests under permit or license. Backfilling for areas under the jurisdiction of the Owner shall be made as set forth below. Backfill to 12 Inches Over the Top of the Pipe: The first stage of compacted backfill shall be completed to a height of 12" over the pipe with native material containing no rock or lumps larger than 1" if permitted by the engineer after soil tests for sand equivalent show that the native backfill material is suitable. The Contractor shall at all times exercise extreme care while placing backfill around the pipe to avoid moving or damage to the pipe. After the material has been placed to a minimum depth -8- of 12" above the top of the pipe for the full width of the trench and roughly leveled, it may be consolidated by thoroughly flooding and poling or using water jets to saturate the backfill material . Flooding shall be done carefully and in a manner to avoid floating or displacing the pipe. After the water has drained from the backfill , the density of the material shall be not less than 90% of maximum density. The method used to achieve this compaction is optional except that no equipment which could move or damage the pipe may be used. If the Engineer determines by sand equivalent tests that the native material is unsuitable for backfill the Engineer may, by written order only, direct the Contractor to furnish "Imported-Backfill Material Ordered by the Engineer" for this first stage backfill only. Imported Backfill Material Ordered by the Engineer shall consist of material containing no rocks larger than 1" and having a sand equivalent value of not less than 30 as determined by Test Method No. 217 of the California Division of Highways. The Contractor shall furnish imported material for this first stage backfill which has been tested by an independent soils laboratory and found to conform to the above requirements. A sufficient number of soil tests on this imported material will be required to insure that these requirements are met and the Contractor shall have such tests made whenever requested to do so by the Engineer. This material shall be carefully placed to avoid displacing or damage to the pipe and shall be compacted to not less than 90% relative density. The method used to achieve this compaction is optional except that no equipment which could move or damage the pipe may be used. The cost for furnishing the imported material and compacting it to the 90% density will be paid for as "Imported Backfill Ordered by the Engineer". Backfill from One Foot Above the Top of the Pipe to One Foot Below Finished Grade: The backfill within these limits shall be native or imported material placed and compacted by methods which will achieve a relative density in the backfill of 85%. The use of any method of compaction, including heavy tamping or stomping equipment, which might, in the Engineer's opinion, cause damage to the sewer pipe or other existing facilities will not be permitted. Cohesionless backfill material may be flooded and poled or jetted to the required compaction. Clay and loam materials shall be placed in 6" layers and compacted with power equipment. When flooding or jetting is used, the backfill shall be placed in layers not exceeding 12 feet in depth and poling or jetting on both sides of the trench shall be carried through the entire depth of the backfill layer at sufficient intervals to thoroughly saturate the backfill , but in no case shall the inter- vals between poling or jetting on each side of the ditch exceed four feet. Where the backfill fails to meet the density required above, the Con- tractor shall remove, replace, and recompact the backfill until this required density is achieved. The Contractor shall make all excavations requested by the Engineer for the purpose of testing this backfill for relative density. SP-9 In addition to the density requirement, if consolidation of the native material by flooding or jetting results in a soft or spongy backfill , the Con- tractor shall replace the native backfill material with imported material . All costs for any imported material required for this second stage backfill shall be included in the price bid for the pipe installed complete. If the excavated native material will not compact by the above method, imported material capable of compaction to the required density shall be provided. The backfill from one foot below finished grade to finished grade or to paving subgrade shall be madeww4th native or imported material compacted to a relative density of 95% when the pipe is beneath a roadbed, and 90% when not beneath a roadbed. Where the backfill fails to meet this required density, it shall be removed, replaced, and recompacted until the required compaction is achieved. All costs for any imported material required for this third stage backfill shall be included in the price bid for the pipe installed complete. Backfill - Manholes: Backfill around or over manholes shall be carefully made and compacted to avoid damage to the manhole. The backfill shall conform to the above requirements as specified for pipe backfill The Owner may make such tests as he deems necessary to determine the density of the compacted backfill . Where inadequate compaction is found, the Contractor shall recompact the backfill at his expense. Compaction tests to determine the limits of inadequate compaction and to determine the density of recompacted backfill shall be made as directed by the Engineer at the Contractor's expense. Hydro-hammers or equipment similar to that used for breaking pavement or driving piles shall not be used for compacting backfill at any stage of the operations . 3.07 Installation of Pipeline in Casing Where shown on the plans , lines beneath railroads , highways , ditches , channels , canals or other structures shall be constructed by installing a casing beneath the railroad, highway or other structure and threading the pipe through the casing. Installation of casing shall be by jacking. The use of jacking will be permitted in locations where it is not required on the plans at the Contractor's expense if he so elects. All costs of casing pipe and installation shall be included in the price bid per foot for casing pipe. Casing Pipe: The pipe to be used as casing shall be as noted on the plans or as required by a permit. Joints in steel casing pipe shall be continuous welded joints . The minimum length shall be as shown on the plans or required by permit. The lead edge of the casing shall be reinforced with an adequate stiffen- ing ring to resist flattening the casing. SP-l0 Jacking: Before starting any jacking operation, the Contractor shall submit to the Engineer for approval the details of the jacking pit, bearing blocks , guide track and the method of installation he proposes to use. All operations of the Contractor within the railway right of way shall be in ac- cordance with the requirements of the railway company and the provisions of the specifications. All pipe casing and conductor pipe shall be installed in a workmanlike manner to the lines and grades shown on the plans and as established by the Engineer. The materials required to be excavated during the jacking opera- tion shall be removed carefully so as to prevent caving or the flow of mater- ial into the pipe, and all excavated material shall be disposed of as herein- before specified. All voids remaining outside the casing pipe shall be com- pletely filled with grout in a manner satisfactory to the Engineer or to the agency having jurisdiction. In all locations where the normal ground water level (the static level before dewatering measures are used) is up to the bottom of the pipeline, the casing shall be filled not less than three-fourths (3/4) of the casing depth with cement grout after the pipe has been installed in the casing. The grout shall be placed in stages if necessary to prevent floating the pipe inside. Any blocking used between the top of casing and pipe shall be com- pletely removed before grouting is completed. The ends of the casing shall be closed witF brick and mortar or as otherwise directed by the Engineer. In all dry locations after the pipe is installed in the casing, it shall be embedded in grout or sand, placed in a manner satisfactory to the Engineer and/or to any other authority having jurisdiction over the installation unless such embedment is specifically requested to be omitted by the terms of the permit or license. The embedment shall firmly support the pipe against lateral movement or displacement and shall at no point be below the spring line of the pipe within the casing. The ends of the casing shall be closed with brick and mortar or as otherwise directed by the Engineer. 3.08 Tests General : After completion of pipelaying, main line sewers and struc- tures shall be tested in the presence of the Engineer for either leakage or in- filtration, at the option of the Engineer, as described hereafter. Ordinarily the infiltration test will be used where excessive ground water is encountered and the leakage test will be used in all other cases. Initially tests will be conducted on approximately one-third of the lines as selected by the Engineer. If these lines successfully pass the tests , no further tests will be required. If any lines tested do not pass the tests , ad- ditional lines shall be tested as directed by the Engineer; this may include all the lines laid. The Contractor, at his own expense, shall furnish all material , labor, and equipment required for making the leakage and infiltration test under the direction of the Engineer. SP-11 Leakage Test: Sections of sanitary sewer, between two (2) successive structures shall be tested by closing the lower end of the sewer to be tested and the inlet sewers of the upper manhole with stoppers , and filling the pipe and manhole with water to a depth of six (6) feet in the upper manhole. The rate of leakage shall be determined from the decrease in volume of water in the upper manhole over a measured period of time, but such leakage shall be determined before the depth of water is less than four (4) feet. The allowable leakage shall be less than 0. 1 gallons per minute, per inch of diameter, per 1000 feet of sewer pipe being tested. If the observed leakage rate exceeds the allowed limit, the required repairs shall be made and the section shall be retested. Repairs and retesting shall be repeated until the observed leakage falls within the allowed limit. Infiltration Test: Test sections shall be isolated as described under "Leakage Test" above. Pumping of the ground water shall be discontinued and the water shall be allowed to rise to maximum water table level . Any individual leaks which can be located shall then be measured at the low end of the test section. The infiltration rate shall not exceed 0. 1 gallon per minute, per inch of pipe diameter, per 1000 feet of pipe being tested. No additional allowance shall be made for manholes or other structures. If the observed infiltration rate exceeds the allowed limit, the required repairs shall be made and the section shall be retested. Repairs and retesting shall be repeated until the observed infiltration falls within the allowed limit. Notwithstanding satisfactory pass- ing of either the leakage test or infiltration test, where infiltration is later discovered in excess of the allowed limit before completion and acceptance of the sewer, the sewer shall be immediately uncovered where necessary and the infil- tration rate reduced within the allowed limit before the sewer is accepted. 3.09 Restoring Trench or Street Surfaces And Other Improvements All pavement or other surfacing removed, broken or damaged by the in- stallation of improvements shall be resurfaced by the Contractor as hereinafter specified, except that in streets , roads , or highways not under the jurisdiction of the Owner (State Highways , County Roads , etc. ) , the work shall be done in accordance with the requirements of the permit issued for the construction of the improvements. Where more detailed specifications for material and workmanship are not set forth herein, the material and/or workmanship shall conform to the standards set up in the current "California Division of Highways Standard Specifi- cations". Work Within City Streets and Alleys: For work done in public streets , alleys , courts , and places within the City of San Bernardino, the restoration of paving, sidewalks , curbs and gutters shall be governed by the applicable provisions of Ordinance No. 1879 of the City of San Bernardino, as amended. Under said ordinance, the Contractor shall place and maintain temporary surfacing at all places in city streets where existing paving is removed and the permanent re- surfacing will be done by the City Street Department. See copy of Ordinance No. 1879 enclosed with Notice Inviting Bids , etc. All costs and charges required under this ordinance shall be paid by the Contractor. SP-12 All work in County streets and highways shall be done in accordance with Ordinance No. 815 of the County of San Bernardino. The Contractor shall pay all costs and charges required under said Ordinance No. 815. Other Restoration: All cement curbs , gutters , driveways and sidewalks , drain spouts , pipelines , sprinkler systems , and other improvements which are broken into or damaged by the installation of the improvements shall be recon- structed by and at the expense of the Contractor, of the same kind of material as the original work and in accordance with the following additional require- ments: the curb, sidewalk or gutter shall be removed and replaced to the next joint or score beyond the excavation required by said installation. All loose pieces and broken edges shall be removed before replacing any surface or cement work. 3.10 Cleanup The Contractor shall at all times maintain the alleys , streets and rights of way in which the work is being carried on in as clean a manner as possible. All loose dirt shall be swept from the street. Where excessive dust occurs because of traffic, wind or other reasons , the area shall be watered by the Contractor to prevent such dust. The trench surface shall at all times be maintained smooth and free from ruts , holes or other defects hazardous to persons or vehicles . Before final acceptance, all sewer lines shall be visually inspected and all foreign material and obstructions removed from the lines. If dirt, sand or other material is found in the lines , the Engineer may require that the lines be cleaned by flushing, balling or other means , and that the foreign material be collected and removed from the system. 3.11 Measurement and Payment Pipe Sewer: Payment for pipe sewers shall be made at the price bid per linear foot for each size, type and/or class of pipe in place, and shall be in full for all wyes , tees , bends and specials shown on the plans ; the removal of existing sewers ; all connections to existing sewers ; the adjustment of inverts and channels and existing structures ; and all labor and material necessary to excavate the trench, place the pipe, backfill the trench , restore the street surface, and all other work necessary to give a finished result in accordance with the specifications written herein. Any increase or decrease in the number of wyes from that shown on the plans shall be paid for or credited at the net difference in cost of materials . Measurement for payment of sewer pipe shall be made along the slope of the sewer from center of manhole to center of manhole. Wherever "Stubs" are laid for proposed lateral sewers , payment will be made for the exact length of the "stub" pipe. . SP-13 Structures: Payment for structures (manholes , drop manholes and junc- tion chambers) shall be made at the price bid for each structure, and shall be in full for all excavation, backfill , castings , construction of inverts and all labor and material necessary for their completion in accordance with the specifications written herein. Jacked Casing: Payment for jacked steel casing pipe shall be made at the price bid per linear foot for each size and wall thickness installed in place in accordance with the plans and specifications . Measurement for payment shall be made from end to end along the slope of the casing. Concrete Encasement and Backfill : Payment for concrete encasement and/or concrete backfill shall be made at the price bid per cubic yard for the respective item installed complete in accordance with Standard Drawing 2321-V. Measurement for payment shall be made by measuring the linear feet of in-place encasement or backfill for each size of pipe and computing the cubic yards from the dimensions shown on said Drawing No. 2321-V. Imported Backfill Ordered by the Engineer: Imported backfill ordered by the Engineer shall be measured by the ton. The weight of material used for measurement shall be taken from Public Weighmaster Certificates. Payment for "Imported Backfill Ordered by the Engineer" shall be paid at the price per ton of material placed, which price shall include full compensation for furnishing and placing the imported backfill 3.12 Materials Vitrified Clay Pipe and Fittings : Quality: Vitrified clay pipe shall be of one class designated Extra Strength and shall be first quality, durable, sound, wellburned throughout its entire thickness and shall give a clear metallic ring when struck with a hammer. Pipe 6 inches and larger in diameter may be either glazed or unglazed. The strength of the pipe shall be equal to or greater than the minimum test strength as defined by the West Coast Standards of the Clay Pipe Institute. Pipe shall meet the hydrostatic pressure test in accordance with the standards of the Clay Pipe Institute. Shape: Pipe ends shall be square with the longitudinal axis and sockets shall be true, circular and concentric with the barrel of the pipe. The pipe shall be bell and spigot pipe. The ends of the pipe shall be so formed that when the pipes are laid to- gether and the joints made, they shall constitute a continuous and uniform line of pipe and shall have a smooth and regular interior surface. All pipe dimensions and permissible variations in dimensions shall conform to the West Coast Standards of the Clay Pipe Institute. Identification Marks: All pipe and fittings shall be clearly marked with the name of the manufacturer or with his trademark. SP-14 i Items: The following imperfections in a pipe or fitting will be con- sidered injurious and cause for rejection: A single crack in the barrel of the pipe extending through the entire thickness , regardless of the length of such crack. A single crack which extends through 1/5th of the barrel thickness and is over 3 inches long. Any surface fire crack which is more than 1/32nd inch wide at its widest point. Lumps , blisters , pits oi- flakes on the interior furface of a pipe or fitting. When the spigot or the socket of the pipe varies from a true circle more than 3% of its nominal diameter. When a pipe or fitting exhibits a deviation from a straight line greater than 1/8th inch per linear foot. The deviation shall be measured from a straight edge on the concave side. Any piece broken from the spigot end which extends through the barrel . When the dimensions exceed the permissible variations of the West Coast Standards of the Clay Pipe Institute. Tramp clays , grog, or other foreign matter that have fused permanently to the exterior or interior surface of the pipe or fittings. Any other imperfection adversely affecting the strength or utility of the pipe or fittings . Flexible Compression Joints: All vitrified clay pipe shall have flexible compression joints for bell and spigot pipe. The joint shall conform to ASTM Specification C-425 and shall form a tight compression coupling unaffected by acids , alkali or gases normally present in sewage. The joints shall be equal to Wedge- Lock pipe joints made by Pacific Clay Products Company. Brick: Brick shall conform to the requirements of ASTM Designation C-62 as revised for sewer brick except that deviations from the standard size dimension will be allowed. Castings: All castings for manhole frames , covers and other purposes must be of grey iron and shall conform in quality to Class No. 30 of the Standard Specifications for Grey Iron Castings , ASTM Designation A-48 with any subsequent amendments thereto. Bearing surfaces between manhole frames and covers shall be made uniform and true in order to prevent rocking of the cover. Before leaving the foundry, all castings shall be thoroughly cleaned and subjected to hammer inspection, after which they shall be dipped twice in a pre- paration of coal tar and oil , applied at a temperature of not less than 290° F nor more than 310° F, and in such a manner as to form a firm and tenacious coating. r,. SP-15 Surinca Gr ouncl '' mom F�s � vis on v ork�•�•• FrorrK� to{x cd.,sirvci�6"trJow of�ival reelo�6y/<_rwer conlrcc+or. Ponflgq.ceo• �Z, 21-�� % {fOCtor}o eo��57 fr--,cs c+n[I Cover�O 0Tt1C Ou+let.......• '� __ �_ �� ilnrio6Ec�• `l2-. � IO �r,ckworl�...• For L manhole depN,S d BriclS�+ori5 u<ar�oble 2.2•TT.or IesS,W.1I +hICkne5 52-11 be 6 in• For depths b // A >� ?cFCemenF P Ler % over 22'{ }. wall�hicKne55MANHOLE /1 4`0' 112 Vz sholl 6c 12 in. Ii"'i1 'r. i/ 2 i � �� M - �irtca�al6•... .s I ..o.. . . It li 5�-6For 8•' VA,11 �or�o�e•�� ,O `, 6-2" For1Z'W611' � `E.ICT j 6�' 1 P"N 6l D f'42 D Owlet... AOLE 1✓annbl�.-...rte-I MANHO I I I I II I .o. • I Ou{let". fry I I ary. .� --� :•�iriable I Vor ""'BricljwcN'� I I ;-V io6le k k Outlet....• .12 I I �I II •i 161© A /J raw[1 r- �d ANHOLE F � � 4C( 7tr„ca /jo/P of Fi u?r r Corer 813116-7 Q L J li°9A i 1�y�d 2E'✓.I 1 4:�n�ed Frarrc;Cc•,_-r & Misc 7jzl CITY OF '5AW EEQNAQDINO -Di-PT.OFEWGItIE-r-Ui•IG APPROVED: DQAWoI\1G D _ JUIU 22 1965 N_ B I C VS PA A N Ci &�__ -I e�_ CITY ENGINEER � /N,4NNOL E Co✓ER E` FR/a/Y1E ' IPEQUlREO O/iY1EN5/ONS r L2Yz OVERALL HEIGhT APOROX/Ai,QTf 84SE WE/GNT ��C� O � 33%z., 4606 A OO cc -, 013 o c0°000 000 Oooc�Oc�o� A L o��GGCGaD����c as QClQa01 � - r a�000 oC�of C 1 ; �V(9.rte ocOQ D GQOQ o Qooc o�a Marrl,'7o% Cover shall he design- o°o�C�v� /oadf o�gA OQ�V�� / R. Casf /ron sha//ha miniina�nl tensile strel7-qlh of .30,000/bs per sf�uaie /nch. M�ihfia/mss sho// Lx consfr</cf�� �^ J17.,nf�o/mss sho// b� consf�</c Ix/ow fin/'shed c)r-�a�1C wf�n sfr��f fc grooms whc-n in povcd Sfr-a�f 15/�J� fxavec/ or• [1nS4-11 {c7ce=c/ cosemcnf SY�r"ecf or ��ds��r�rf sv�{nom iy ;. bra dB Rings ,,. C"�rLrJ C/TYOF SAN BERNARD/NO -DEPT. OF EN4/yEER/NG APPIPONED DRAN//yQ ,sr4N,oA14'D 0,Q49111;10 Avqusf .z9 /967 No. M141 V/�OL E C O!/E� 14AID lce4l z- 0/TY E�I/G'//PEER i D w f� i!I • 0`"Ht \11\� /iii 1!>I ►r M rs CH 4.� D• rel s ta,, r= MY L\\\ L_ 1i vX\ IIIII �u u�F� _•��q�0 _� G''� �� Cin� ryd i I/ ���. C-S c�Gam.�:JZ`1 cj��C9 c'~�.Sv U•V "'rC��-�,C��` — •�.�iii (� Mla.. BELOW BELL 0,5 D' M tfd• NST - — vd = €� �n�IPRLfP4t G" MIWlinWIA q2 PIP: TJIAk•I YiY��, 2r4=' .�PI's7 L1 td�rr6�• _ vdblF-t=- YM,NCH w117-rW5 AIM c=tA-rt5-Z -j-14A.ti 5t-lc>WM, rw CITY L.w' aa>- (L MAW G '"Avus GlTY OF SIGN E)t--UW ZL%jtd© - Dtl p Gr C :<!►'�'�=�'t`!G p:i",`s/1N�� 919t-.7 d V/9 `d v d' jj /� I �LZ TRfNCN WALL NOTES. CONCRETE SEMfNT SHALL QE INSr,4L L ED AS .pE.;U/.?E'O 3Y TAI-c' • _'; '' ' ' SPrf/F/GAT/ONS vR D/BELTED �4Y j7/E ��'>• •,.��-•�o;•', 'i: �'i ENG/NEER, 1,6 (A/W UNDISTURBED EARTH CONCRET,r ENC.4S�EmENT NO. / T.PENcN WALL P/PE O/AlENS/ONS A (M/N.) D• A B 6 all 15 4 B 6" 6" HAND SH.sPEO BEO �- 27" 6`' 7" UND/STURBF'D EARTH !N !/NO/STt/Rrp //z D 30 6 EARTH C*4ONCRETj6' E1C.4S �rlENT C/TY OF SAN BERNARD/NO-DEol. OFEN6/NEER/N6 APPROY60 0RAWIN6 S Ti4NOARP DRA W1 VG 2- 9 6 ^'e, CONCRE TX- ENC,4S,6-A NT � d ��,�� 2321 - v G/TY ENG//V�=ER VZ)r1-, fete ' U'�ri^isle ExiS1-1.nq or propos^.d Curb Line �. .-•. 45� weer n»in �`j Properhj Libe pluck Lil1 `� 1fa'.Wye or Tcd, or std.. 'y/ cu'r in conn2cWGr9 DS approvcJ .c „ r /� (duce �`"' U. A Marker i',t end o'i cheh tai cr�l �f��o Lct•f,rr :S" trl�r'.ge� in fbrc or curb . Sur�jee oE' Si-reel _ I' a I~KIS�It q or prorcycel `o j 51 c)fP LT Slope up -Angle VDr'Q�ble to clear rn'in M )I. EJ• _ - E �5 Sewer 1_1{-erals Shall minimum sloe OF- 2/ cxcepf as 6fhcrw1S'_ f�Peci rice 1119 noted on Yrs planS. �i PIugS "hall 6-_ c-menfcd in with cemenf• rnorfar, or Sh611 be n�ehrene - SfespF�cr- or e_clual. 'py In no ca�_N �f,all a lateral connccf- +o the smwnr- n-iz in clir-ectfy en top orr'ifnpipe, WherP a standard "Cut in Wye"or Tec iS used, it sha(I be surrounded with 6" of {oori"land Cemcnt Cor,crr-__fe . J Laterals sf,al► End a} tl-e proper}y line unless oiherwise noted on i-hC P1anS. Where clearance is (cgs than 9>'.0" Conercf•e Esc insl"alled for a d;s{"ancE o{- 5'-O"on e�f:�-r lido cr iE� vv�tcr main. r tp t G �i'i•:-':. _,.,__� 1v �•EZ Ct,1y /�If VY �)/ii`� ii::isW-N( �11y0 '�:' f i, 07 f.� :71>il :tJ(!i/', ORDINANCE N0, 1879 AN ORDINANCE OF THE CITY OF SAN BERNARDINO REGILATING THE CUTTING OF PUBLIC STREETS, ALLEYS, COURTS, AND PLACES WITHIN THE CITY OF SAN BERNAR- DINO, OR MAKING ANY KIND OF EXCAVATION THEREIN, AND REPEALING ORDINANCE NO. 540, AND 1874 AND AMENDATORY ORDINANCES, THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO DO ORDAIN AS FOLLOWS- SECTION ONE- Definitions for the purpose of this article. (a) The following words and phrases are definitions and shall be con- strued as hereinafter set forth, unless it shall be apparent from the con- text that trey have a different meaning, "ASPHALT STREET" shall mean any street the surface of which is paved with a m;xture of rock, sand, and asphalt cement, including any of those which are commonly known such as sheet asphalt, asphalt, and asphaltic con- crete pavement. "CONCRETE STREET" shall mean any street paved with Portland cement concrete. "ROCK AND OIL" shall mean any street the surface of which is composed of macadam pavement, or a mixture of rock, sand, and either road oil or liquid asphalt, having a total thickness of more than one inch. "OILED STREET" shall mean any street the surface of which is composed of a mixture of one or more spray coats of road oil with sand, compressed rock, or decomposed granite, having a thickness of one inch or less. "UNIMPROVED STREET" shall mean any street the surface of which is com- posed of dirt, soil„ sand, gravel, decomposed granite, or similar materials in their natural state or a surface of inbound of water-bound gravel, or decomposed granite, "CONCRETE GUTTER" shall mean any gutter composed of Portland cement concrete, "CONCRETE DRIVEWAY" shall mean any driveway paved with Portland cement concrete. "CURB" shall mean any curb constructed of Portland cement concrete, "DANGER SIGNS" shall conform to the requirements outlined in the cur- rent, or hereafter amended, "Manual of Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways" of the Department of Public Works of the State of California. "MANHOLE" shall mean any surface structure which is part of any unc:er- ground system such as sewer, storm drain., water, gas, ground pipes, or wire system, and shall have a surface cover with an exposed area of 1' square feet or more. 367 - "PROSPECT HOLE" shall mean any hole made in a pavement, driveway, or sidewalk by driving a metal bar, or drill into the same for the purpose of locating existing utility pipes, or conduits, or leaks therefrom, "LIGHTS" shall conform to the requirements outlined in the current, or hereafter amended; "Manual of Warning Signs, Lights, and Devices for Use in the Performance of Work Upon Highways of the Department of Public Works, of the State of California. "PUBLIC STREET" shall mean and include a public street, public ease- ments, asements, public right-of-way, public highway, public alley,, public way, or public road within the City, "PUBLIC PLACE" shall mean and include a public place, public square, public park,_ public playground, public court, public building and grounds, public airport„ and all public grounds and places owned and maintained by the City. "PROPERTY" shall. mean and include any property, rail., ties, wire, pipes, conduit, or any device:, fixture, appliance, or structure appurtenant thereto, installed, affixed, or located in or under any public street or public place in the City whether so affixed, installed, or located under franchise, or otherwise, SECTION TWO. Notice to Disconnect or Remove. (a) Whenever the Street Superintendent shall determine that it is reasonable and necessary that any property located in or under any publ'c street, or public :lace; in this City, owned., maintained,; or controlled y any person, be temporarily disconnected, and reconnected, or permanently moved; relocated; or removed from any public street, or other public place, in order that the City, or other Governmental Agency, or Instrumentality,. may mos_ economically;, under modern engineering and construction methods install construct,, build, or erect any public improvement, or works in or under any public street,, the Superintendent of Streets shall give written notice to the person owning,; maintainir.+.g, or controlling such property, to move,, relocate. or temporarily disconnect the same, as may be determined by the Superintendent of Streets, (b) Contents of Notice_ Prosecution of Work---Such notice shall iden- tify and refer to the property to be moved, relocated, or temporarily dis- connected. When re-locating of any such property is required such no ice shall designate the location in or under any public street or public place to which same shall be removed, It shall be the duty of such person within sixty days after the giving of such notice_ to begin moving; relocating, or disconnecting the property designated in such notice; and to prosecute su:h work diligently to completion. Nothing contained in Section Two shall apply to any improvement work. or works done by this City, or other Govern- mental Agency, or Instrumentality, other than in the Governmental capacity, (c) All Work to be Begun and Completed Diligently No person owning, maintaining;, or controlling any property located in or under any public street, or public place in this City shall neglect, fail,; or refuse to begin the work of moving; re locating, or dis::onnecting such properti. within sixty days after the giving of such wr tten notice by the City to do so as - 368 - provided in this Section, or to prosecute such moving, re-locating, or disconnecting diligently to completion. The City shall have the power to move, re-locate, or temporarily disconnect any property located in or under any public street, or public place in this City owned, main- tained, or controlled by any person, in the event such person shall neglect, fail, or refuse, within sixty days after the giving of notice, as aforesaid, to begin the work of moving, re-locating, or disconnecting the same, or shall fail to prosecute such work diligently to completion. The costs necessarily incurred in doing said work by the City may be recovered by the City from the person owning, maintaining, operating, or controlling said property. Next Page is 369 - 368-A - SECTION THREE: Power to Regulate: (a) The City shall adopt such regulations for the location, size, and depth of the excavations as it may deem necessary for public welfare. (b) Whenever an excavation is made by tunneling under the surface of the street, the City shall adopt such regulations, and require such inspec- tions, as it may deem necessary to insure full compliance with the other sections of this Ordinance. SECTION FOUR: Costs: s (a) The decision of the City as to the cost of any work done or repairs made by it, or under its direction, pursuant to the provisions of this Ordinance shall be final and conclusive as to such costs. The costs shall not be less than the charges set forth in the schedule of charges in Section Five hereof, which is based upon a compilation of average costs. In the event any portion of the costs exceeds the applicable charge set forth in the schedule of charges, such portion of the costs shall total such charge plus the additional actual cost to the City. The costs shall also include any actual cost or expense to the City though not specifically set forth in the schedule of charges. (Section Four as amended by Ordinance No. 2742) (Adopted May 9, 1966) SECTION FIVE: Permits: (a) Every permit for any excavation in or under the surface of any street shall be granted subject to the right of this City, or any other person entitled thereto, to make reasonable use of that part of said street for any purpose for which said street may be lawfully used, consistent with the excavation made pursuant to such permit. (b) No material shall be removed from any street in such manner as to render such street impassable or dangerous to public travel. (c) No person shall make excavation in or under the surface of any street, or sidewalk, for the installation, repair, or removal of any pipe, conduit, duct, or tunnel, or for any other purpose except the installation of poles and anchor serving overhead lines without first: (1) Making and filing a written application with the Superintendent of Streets a minimum of 24 hours prior to starting any excavation, except any person, or firm, holding a public utility franchise in the City of San Bernardino, may, for emergency purposes only, make and file a written application during the next business day following the making of such emergency cut or excavation. (2) Receiving a written permit from the Superintendent of Streets. (3) Making a deposit to cover the cost of installation. A. Inspection. - 369 - B. Restoring the street or sidewalk to its original condition. C. Incidental expenses in connection therewith; as hereinafter provided for. (d) Before issuing any permit provided for in Section Five the Super- intendent of Streets shall require° (1) A written application be made and filed with the Superintendent of Streets which shall state: A. Name and residence, or business address of applicant. B. In detail; the proposed location and area in approximate square feet of such excavation intended to be made and used. C. A plat, in duplicate, on 11" x 17" sheet, using minimum scale of one hundred feet to the inch, showing: 1. The location of proposed excavation. 2. The dimensions thereof. 3. Such other details as the Superintendent of Streets may require to be shown on the plat. a. No plats shall be required when excavations are made for service connections; locating or repairing existing under- ground installations. (e) The applicant must show, for the purposes mentioned in the appli- cation, legal authority to occupy and use the street, or sidewalk, wherein the excavation is proposed to be made. .(f) No person shall make any excavation, install or maintain any tank, pipe, conduit, duct, or tunnel, in or under the surface of any street, or sidewalk, at any location other than that described in the application, and shown on the plats filed by such person as required in Section 5, Sub-Section M . Any deviation in location necessitated by actual field conditions shall be corrected on final plats required by Section 12. (1) The Street Superintendent may require such surveys as may be deemed necessary to insure full compliance with this section. (g) Special Deposits - When the application to excavate, and the de- tails shown on the accompanying duplicate plats (when such plats are re- quired) comply with the terms of this Ordinance, and the regulations of the City, the application and duplicate plats may be approved by the Street Superintendent. After such approval the application and one of the dupli- cate plats shall be filed in the office of the Street Superintendent as, a public record, together with either a Surety Bond; as scheduled by Section 5, Sub-Section (h) , or a special deposit to cover the cost of repairing the public street, alley, or public place in accordance with the following schedule of charges for replacement and repair of street surface excavated or damaged. - 370 - SCHEDULE OF CHARGES Per Square Foot. Cut 1-1.5 16-100 101-500 500 or over (1) For any unsurfaced street Minimum charge $5.00 .02 .02 .02 .02 (2) For any surfacing under 1z" Minimum charge $7.50 .45 .2.5 .25 .25 (3) For any surfacing, 12" Minimum charge $10.00 1.50 1.00 .75 .60 (4) For any sidewalk Minimum charge $7.50 1.50 1.00 . 75 .60 (5) For any gutter Minimum charge $7.50 1.50 . 7.5 .50 .50 (6) For any curb - Per Lin. Ft. Minimum charge $7.50 1.50 1.25 1.00 1.00 (7) The above schedule of charges shall apply to the total footage in any one project whether the cut is parallel to or at an angle from the center line of the street. (Sec. 5, Sub-sec. (g) (7) as amended by Ordinance No. 2751) (Adopted June 6. 1966) (8) Charges shall be based on the actual area cut in each class of surfacing as outlined in Section Five (g) (1) to Section Five (g) (5) inclusive. Areas of different classes of surfacting will not be combined to determine unit charges. Minimum charges will be used in each case where quantities so indicate. (9) For any prospect holes . 15 each, provided however, that when the application for a permit to drill prospect holes is filed by a utility company, the company may make immediate repairs with its own crew, at its own request, in accordance with the requirements of the Street Superintendent, if requested when the application for the per- mit is filed. A minimum charge of $1.00 shall be made for the permit when the utilit.y company requests and receives permission to make its own repair to prospect holes. (Sec. 5, Sub-sec. (g) as amended by Ordinance No. 2274) (Adopted September 28, 1959) (h) Surety Bonds - Any person intending to make any excavation in any street, or sidewalk, may file, and maintain, with the Street Super- intendent, a Surety Bond in favor of the City of San Bernardino, which shall permit the issuance of permits, and be used for the same purpose as the Special Deposits required in Section 5, Sub-Section (g) . All bonds permitted by this Section must be executed as a Surety by a corporation - 371 - authorized and admitted-To engage in the business of., ani act as Surety, i upon such bonds pursuant to the laws of the State of California. Such bonds shall be, approved as to Form by the City Attorney, and as to sufficiency by the Street. Superintendent. (1.) Persons filing a Surety Bond with t:he City for street cuts shall not be .r.e.quir.ed to make the Special. Deposit: provided for in Section 5, Sub-Section (g), but shall be required to file a written appli- cation for the permit for each such excavation, and file duplicate plats showing the location thereof, and comply with all of the other provisions of this Ordinance.. (2.) The Surety Bond shall b`eT__i.n. an amount equal. tothe charges for the estimated quantities on the permit, plus twenty-five per cent. (Section Fiore., Sub-szec. (h) as amended by Ordinance No. 2274) (Adopted September 28 1959) (i) Upon receiving a written. application, and one of the duplicate plats, as hereinbefore required, and either. a Special Deposit or Surety Bond, t'he Street Superintendent may issue a street cutting permit, pro- viding allother :requirements of this Ordinance are complied with- (1) Permit shall specify-. A. Whether the work to be done is covered by a Special Deposit or a Surety Bond, and if a Special Deposit: the amount thereof shall be stated, for which the permit: shall be a receipt.. B. The person to whom same is issued. C. The street, or sidewalk, and the particular portion thereof to be excavated. D. The surface area, in square feet., which may be cut :for the excavation. i (2) No person shall, fail to keep the original permit, or copy thereof., at. all times :for cutting streets, or making excavations, at the loca- tion for which such permit was granted, while such work is in progress. (j) The Street Supe:ri.ni.endent shall, not issue any permit: unless the applicant: has legal authority to occupy; and use, for the purpose mentioned in the app .icavion, the street, or sidewalk, covered by said application. (k) Notwithstanding any provision in this ordinance to the contrary, a contractor who has been awarded a competitive bid by the City for a public project involving street excavation or cutting shall not: be required to file a bond or a special deposit under. Subsection (g) to cover_ the cost of repairing or., replacement of street. surface excavated or damaged, pro- vided that: his bid documents or contr.acc require that he perform such street repair, or replacement as a part of the awarded project and that he does so perform in a manner satisfactory to the. Superintendent of Streets and in accordance with each and every other provision of this ordinance. (Section Five, Sub-sec. (k) as added by Or.d.i.nance. No. 2910) (Adopted. May 20, 1968) 372 - SECTION SIX: Duration of Street Cutting Permits, (a) Every permit issued under the provisions of this Ordi.narce shall become and be void unless the excavation be made pursuant thereto, and completed within sixty days of the date of the .iss_uice of such permit, and the work deemed prosecuted to ccmpletion, as required by this Ordinance, (b) The Street Superintendent may grant an extension of time for a, period not exceeding thirty days for the performance of such work, and the refilling of such excavation, whenever it is deemed that good cause exists therefor. (c) If any such extension of time be granted such permit shall become and be void unless all work shall be done, and such excavation be filled, in the manner required by this Ordinance prior to the expiration of such extension of time. (d) If any person shall fail, refuse, or neglect to refill any excavation within the time described by the permit., then the City shall complete the refilling of the excavation, and repair of pavement, in the manner required by this Ordinance, and the City shall retain the cost of such refilling, and repair of pavement, out of any funds of the permittee in its possession, or may bill and collect such costs from the permittee. (e) In the event any excavation is commenced or a pavement is cut: under circumstances requiring a permit by this Ordinance prior to the issuance of such permit, the Street Superintendent shall immediately stop such excavation or cutting work and require the payment of the amount of $100000 or the same amount as the. Special Deposi.c required by Section. Five Subsect--ion (g) hereof, whichever is greater, before issuing a permit. Said amount, but not more than $450.00 thereof, shall be a penalty which shall 'be forfeited to the City of San Bernardino, This penalty shall. be supplemental and in. addition to any other penalty, obligation., or right provided by law or this Ordinance, including the p?yment to the City of the costs of all work done or repairs ma.de by ic.; provi.de.d that the Street. Superintendent shall not require the payment of a penalty In the event he finds that part of the excavation or cutting work of the project occurred in the unincorporated area, that the excavation or cutting work was :not done knowingly in the. City without a permit and thar after no"_ification. the excavation or cutting work in zhe City immediately ceased and a permit was attained therefor. (Sec. Six, Sub-sec, (e) as amended by Ordinance No, 2981) (Adopted April 14, 1969) SECTION SEVEN: Charges Made to Other City Departments. In case any excavation shall have been made under the direction and jurisdiction of any Governmental Agency of the City, County, State or. Federal Government, all of the street surface excavated or damaged by reason of such excavation shall, be replaced by the Street Superintendent, and charges therefore shall be levied upon and paid by the Governmental Agency making such excavation. (Section Seven as amended by Ordinance No. 2085) (Adopted December 5, 1955) 372-A - SECTION EIGHT: Methods by Which Streets May Be Cut and Excavated. (a) It shall be unlawful to use truck or vehicle mounted pavement breakers .for the purpose of cutting or breaking any concrete pavement or subpavement on any public street or alley within said City. (Section Eight, Sub-sec. (a) as amended by Ordinance No. 2883) (Adopted February 5, 1968) (b) In making any improved street or alley cut in excess of 125 lineal feet in length, an initial cut of not less than 20% of the actual existing pavement thickness shall be made by either an asphalt or concrete saw; said requirement shall be applicable only to portland cement concrete pavement on streets and alleys where the pavement is 2 1/2 inches or more in thickness. (Section Eight, Sub-sec. (b) as amended by Ordinance No. 2883) (Adopted February 5, 1968) (c) Unless otherwise ordered by the Street Superintendent, the earth in all tunnels shall be cut to a "V" shape for the full width of the trench, having the point of the "V" at the center of the top of the tunnel, and the slope of the "V" making an angle of not less than 45 degrees with the horizontal. (d) All materials excavated shall be laid compactly along the sides of the trench and kept trimmed up so as to be as little inconvenience as possible to public travel. If the street is not wide enough to hold the excavated materials without using a part of the adjacent sidewalk, the person by whom such excavation is made shall erect a tight fence up and around such sidewalk, and shall keep a passage of at least four feet open, and along such sidewalk. (e) All gutters shall be maintained free and unobstructed for the full depth of the adjacent curb, and for at least one foot in width from the face of such curb and gutter line. Whenever a gutter crosses an intersection street an adequate waterway shall be provided and at all. time maintained. (f.) All installations placed under city streets shall be buried thereunder at a minimum depth of not less than two feet measured from the top of the installation to the surface of the street immediately above. (Section Eight, Sub-sec. (f) as added by Ordinance No. 2085) (Adopted December 5, 1.955) SECTION NINE: Refilling Excavations. (a) All excavations shall be filled in the following manner: (1) For pipe diameter over twenty-four inches, the backfill to the spring line of the pipe shall be tamped in layers as specified hereinafter. Above the spring line of the pipe over twenty-four inches in diameter, and in all other cases, the backfilling around the pipe shall be carried up to a depth of one foot above the top of the pipe by hand, with select material, free from large stones, 373 - or lumps, and thoroughly compacted by flooding, before additional backfilling is placed thereon. (2) Except as noted hereinafter, the backfill above one foot above the top of the pipe shall be made in layers not more than five feet in thickness, and each layer shall be thoroughly flooded. During the flooding water shall be allowed to flow slowly into the trench from high points,, and shall be worked down to the full depth of the backfill with bars. All bars used shall be long enough to extend entirely through the layer being filled; they shall be force downward through the loose backfill material., and as withdrawn, the channel, or hole, formed by the bar, shall be kept open, and the water kept flowing into it until the fill has settled. Sufficient hose shall be provided in order to apply the water to a trench at intervals not to exceed one hundred feet. (3) Whenever sufficient water is available, at a minimum pressure of forty pounds per square inch, each backfill layer may be settled using water jets 1Y4 inch in diameter, and of sufficient length to extend to the bottom of the backfill layer in such manner as to settle the back- fill thoroughly. (4) The final backfilling of the trench shall be kept one foot below the existing ground surface for flooding, After such flooding, the backfill shall be continued to the .surface, except where the street shall be immediately paved, in which case the flooding shall be com- pleted about one foot below the sub-grade level of the street. (5) In lieu of flooding, the Street Superintendent may require the excavation to be backfilled in layers not less than six inches, nor more than 18 inches in depth. Each layer will be moistened, and thoroughly tamped with suitable mechanical equipment before the next layer is placed thereon. (6) Backfilling excavations for special structures, manholes, and footings, shall be made in accordance with the provisions herein for trenches above one foot above the pipe. (7) After the backfill material has been allowed to settle, the ex- cavation shall be filled to one inch above the adjoining surface, and rolled until unyielding with a roller weighing not less than twelve tons, or with the wheels of one side of a loaded truck of not less than five tons capacity. (8) After the above mentioned operation on all roadways, or portion thereof, having an improved surface other than dirt roadways, or parkways, the top surface of the backfill shall be covered with not less than one inch or more than two inches of pre-mixed bituminous material, and shall conform closely enough to the level of the ad- joining street surface, and shall be compacted so that it is hard and smooth enough to permit traffic to pass over at the legal rate of speed. (b) The permittee shall maintain the surface of the backfill satisfac- tory for traffic until the excavation and the temporary surfacing has been accepted and approved by the Street Superintendent; and the permittee shall - 374 save the City of San Bernardino, its officers, and employees, from any and all injury, liability, cost, and expense, which the City of San Bernardino may suffer, sustain, incur, be put to, pay or lay out, from any, every, and all actions„ suits, proceedings, claims, and demands, which may be brought, made, or filed against the City of San Bernardino, its officers, or employ- ees, arising out of, or in any way connected with the operations covered by the permit, and until all excavation work shall have been completed to the satisfaction of, and accepted by the Street Superintendent. kD The responsibility of the permittee to maintain the surface of the backfill satisfactory for traffic shall be limited to a period of thirty days after the temporary surfacing has been placed by the permittee, and the Street Superintendent notified in writing of the completion of backfill and temporary surfacing, except in those cases where the permittee is notified in writing by the Street Superinten- dent, prior to the expiration of the thirty-day period, that the work is unsatisfactory and defective, (c) The Street Superintendent is hereby authorized to assign neces- sary personnel to inspect during the excavation and backfilling of street cuts and excavations, and charges for such inspection are to be paid by the person, or firm, applying for, and making such street cuts or excava- tions. SECTION TEN: Traffic Crossings, Barricades, Etc. : (a) No person shall make any excavations in any street, or sidewalk, without maintaining safe crossings for vehicle traffic at all street in- tersections, alleys, and private driveways, and safe crossings for pedes- trians at intervals of not more than three hundred feet. (b) If any excavation is made across any street, or alley, at least one safe crossing shall be maintained at all times for vehicles and pedes- trians. (c) Free access must be provided and maintained to all fire hydrants and water gates. (d) It shall be the duty of every person cutting a street, or making excavations in or upon any public street, or sidewalk, or upon any other public place, to place and maintain at each end of such excavation, and at distances of not more than fifty feet along the line thereof, the following warnings and barricades: (1) Warning signs or barricades displaying words of warning in let- tens not less than four Inches in height; the name of the person, firm, or corporation making the excavation shall likewise appear thereon in legible letters. (2) Lights shall be kept burning from sunset each day until sunrise the following day. (3) Such other additional warning signs, barricades, temporary bridges, watchmen, or any of the foregoing as the Street Superinten- dent may deem necessary, and order to be installed, kept, and main- tained at such places to safeguard the public. - 375 - A. The foregoing shall be maintained until the excavation is entirely refilled and resurfaced to the satisfaction of the Street Superintendent. B. In the event additional barricades, warning signs, lights, or any of the foregoing safety measures are not installed by the permittee, when required by the Superintendent of Streets, or if required by an emergency, the Superintendent of Streets is authorized to install any, or all, of the aforementioned warning signs, barricades, lights, bridges, etc. , and charge the permittee for such installation. SECTION ELEVEN: Excavation to be Done Diligently. (a) After any excavation is commenced, the work of making and refill- Ing the same shall be prosecuted diligently and continued until completion so as not to obstruct the streets, or sidewalks, or travel thereon more than is necessary. SECTION TWELVE: Maps to be Filed on Completion. (a) Every person owning, controlling, or having an interest in any pipe, conduit, duct, or tunnel, under the surface of any street, or side-. walk, for supplying or conveying gas, electricity, telephone lines, water, steam, ammonia, oil, in, to, or from this City, or from its inhabitants, or for any other purpose, shall file in the Office of the City Engineer, within sixty days after the completed installation of any pipe, conduit, duct, main, manhole, hand hole, chamber, or other appliance, except a ser- vice, or service pipe installed beneath the surface of the street, or side- walk, a corrected set of maps or atlas sheets, 11" x 17", as drawn to a minimum scale of one hundred feet to one inch showing the complete installa- tion of all special pipes and other appliances. (b) Whenever any pipe, conduit, duct, or tunnel, or other structure, or the use thereof, is abandoned, except service, or service pipes, located under the surface of any street, or sidewalk, the person owning, using, con- trolling, or having an interest therein, shall within sixty days, file in the office of the City Engineer a map giving in detail the location of such pipes, conduit, duct, or tunnel, or other structure so abandoned or removed. SECTION THIRTEEN: Manholes and Structures: (a) No person shall open, or remove, the cover of any manhole, vault, or structure in any City street, alley, sidewalk, or public place, or allow any manhole to remain open in, or upon any City street, alley, sidewalk, or public place, without first placing, and at all times maintaining, immedi- ately adjacent to the opening of any manhole, and while such manhole remains open, at least two red flags, or two danger signs, between one-half hour before sunrise and one-half hour after sundown, and at least two red lights between one-half hour after sundown and one-half hour before sunrise. All flags, lights, and danger signs shall conform to the requirements outlined in the current, and hereafter amended, "Manual of Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways" of the Department of Public Works, of the State of California, 376 - (b) The owners of any manholes, or other structures located in, or upon any City street, alley, sidewalk, or other public place, shall within thirty days after the date of receiving notice from the Street Superinten- dent that a change has been made in the elevation of the street surface wherein their manhole, or structure is located, either raise, or lower, said manhole, or structure, to conform to the latest existing elevation of the street surface at their own expense. SECTION FOURTEEN: Penal Provisions. (a) Any person violating any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof, shall be punished by a fine not to exceed $300.00, or by imprisonment in the County Jail not to exceed 96 days, or by both such fine and imprisonment at the discretion of the court. (b) The punishment for violation of the Penal Provisions of this Ordinance shall be cumulative, and in addition to any other remedies set up in this Ordinance, and the enforcement of the Penal Provisions of this Ordinance, shall not constitute a bar to the exercise by the City of all other powers conferred upon it by this Ordinance; nor shall the exercise by the City of the powers herein conferred upon it by this Ordinance con- stitute a bar to criminal prosecution for the violation of the Penal Pro- visions of this Ordinance. SECTION FIFTEEN: Effective date--This Ordinance shall be in force and take effect from and after thirty days after its passage and approval. SECTION SIXTEEN: Publication--The City Clerk shall certify to the passage of this Ordinance and shall cause the same to be published three consecutive times in the San Bernardino Evening Telegram, a daily newspaper hereby designated for that purpose. SECTION SEVENTEEN: That Ordinance No. 540 entitled "An Ordinance regulating the cutting of public streets, alleys, courts, or places within the City of San Bernardino, or making any kind of excavation therein," to- gether with Ordinance No. 1874 and all amendatory ordinances thereto are hereby repealed. I HEREBY CERTIFY that the foregoing Ordinance was duly adopted by the Mayor and Common Council of the City of San Bernardino at a regular meet- ing thereof held on the 3rd day of April, 1950, by the following vote, to- wit: AYES: Kirk, Hoien, Lord, Harmon, Pinckert NOES: None ABSENT: None JOHN Ha OSBORN City Clerk I hereby approve the foregoing Ordinance this 4th day of April, 1950. - 377 - JAMES E_ CUNNINbdAM Mayor of the City of San Bernardino Prepared and approved as to form H. R. GRIFFIN City Attorney - 378 - AGREEMENT CITY OF SAN BERNARDINO ..a This agreement, made and concluded this day of , 1970, between The City of San Bernardino, party of the first part, and Contractor, party of the second part. Article I - Witnesseth , That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the said party of the first part, and under the conditions expressed in the two bonds , bearing even date with these presents , and hereunto annexed, said party of the second part agrees with the said party of the first part, at his own proper cost and expense to do all the work and furnish all the materials , except such as are mentioned in the specifications to be furnished by said party of the first part, necessary to complete in good workmanlike and substantial manner the construction of INTERCEPTING SEWERS IN KENDALL DRIVE TO PALM AVENUE, SAN BERNARDINO, CALIFORNIA, in strict conformity with Plans and Special Provisions No. 4077, on file in the office of the City Engineer, and also in accordance with Standard Specifications No. 2271 , City of San Bernardino, Department of Engineering, revised October 1966, on file in the office of the City Engineer, which said plans , specifications and standard specifications are hereby specially referred to and by such reference made a part hereof. Article II - And the said contractor agrees to receive and accept the following prices as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid, or from the acts of the elements , or from any unforeseen difficulties or obstructions which may arise or be en- countered in the prosecution of the work until its acceptance by the City of San Bernardino and for all risks of every description connected with the work; also for all expense incurred by or in consequence of the suspension or discon- tinuance of work and for well and faithfully completing the work, and the whole thereof, in the manner and according to the Plans and Specifications , and require- ments of the Engineer under them, to-wit: PROPOSAL FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the plan and special provisions , and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials , transportation and service for the construction of INTERCEPTING SEWERS, KENDALL DRIVE TO PALM AVENUE, SAN BERNARDINO, CALIFORNIA, in strict conformity with Plan and Special Provisions No. 4077, City of San Bernar- dino, Department of Engineering, and also in accordance with Standard Specifications No. 2271 , City of San Bernardino, Department of Engineering, revised October 1966 , and he proposes and agrees if this proposal is accepted, that he will contract with the City of San Bernardino, in the form of the copy of contract annexed hereto, to provide all necessary machinery, tools , apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices , to-wit: PLAN NO. 4077 BIO SCHEDULE DESCRIPTION OF ITEMS WITH ITEM QUANTITY UNIT PRICE WRITTEN IN W)RDS PRICE TOTAL 1. 1228 Lineal Feet 21" V,.,C.p. Sewer not Lin. Ft. in Pavement at per lin.ft. 2, 22 Lineal feet of 2111 V.C. P. Sewer Lin. Ft. i n ,Pavemen t a t , •.�.- z' _ - ,..�� - per lin. ft. 3. 3280 Lineal Feet of 18" V . P. Sewer Lin. Ft. not in Pavement at��'4�.i CZ�.,fes_ ,,�i ���:i� .�-� � • r lin. ft. 4. 926 Lineal Feet of 181!,V.C.P. Sewer Lin. Ft. in Pavement at�/, r lin. ft. 5, 2650 Lineal Feet of 15" V.C,P. Sewer Lin. Ft. not in Pavement at� �-t per lin. ft. .••000��i �!i 6• 4 Lineal Feet of 15" V.C. P. Sewer Lin. Ft. Stub in pavement at- /- 1r z i � L/��o /C% - lin. f t. i PLAN No. 4077 BIO SCHEDULE DESCRIPTION OF ITEMS WITH ITEM QUANTITY UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 7. 4 Lineal Feet of 12" V.C.-P. Sewer Lin. Ft. Stub in Pavement at'. -----per l i n. ft. 8. 4 Lineal Feet of 12" V.C.P. Sewer Lin. Ft. Stub not in Pavement –per lin. ft. 9. 21 Ma holes,..complete, in place at Each ach /, .��-_ Q.�2 10. 1500 Tons Imported backfi) l ordered by Tons the Engineer r ton. ' 11. 209 Lineal Feet of 4" V.C,P. Sewer Lin. Ft. no�t ..in pavement atm r lin. ft. — / ✓���' In the event that Concrete Encasement and/or Backfill is necessary TOTAJ or Ordered b the En ineer the contractor agrees to perform such ��� ZEE Y, 9, 9 Pe r-- work atm_.%/._ � f�Zi � ```�eaL� per cu. yds- - . NOTE: The unit price must be written in words and also shown in figures. The total price must be extended for each item of work and the total of all items inserted i n the space provided. I t prevail .In case of a discrepancy between words and figures , the words shall It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 days from the date of the "Notice to Proceed", and shall be completed within 80 calendar days from date of said notice. _ The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds , all within the specified time, the proceeds of the Bidder's Guaranty accompanying this proposal shall be forfeited to the City of San Bernardino. Licensed in accordance with an act providing for the registration of contractors , License No. Classification " 0. B. "Bud" Northington, Inc. FIRM NAME: Fai int nilve BUSINESS ADDRESS Cotton, California 92324 SIGNATURE OF BIDDER: d R Cj Varthinytom'-�l'u-5in"ent If an individual , so state. If a firm or co-partnership, state the firm name and give the names of all individuals , or co-partners composing the firm. If a corporation, state legal name of the corporation, also the names of the president, secretary, treasurer and manager thereof. O. B. NORTHINGTO\', President AOS{' ":'''ON. Sec.-Treas. Dated: /;5;�, 1970. Article III - The said party of the first part hereby promises and agrees with the said contractor to employ, and does hereby employ the said contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the said parties for themselves, their heirs, executors, administrators , success- ors, and assigns, do hereby agree to the full performance of the covenants herein contained. Article IV - It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid or proposal of said contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands the year and date first above written. ATTEST: CITY OF SAN BERNARDINO " A0, BY: Ci ry C erk May BY: City Administrator CONTRACTOR NAME OF FIRM: Approved as to form this BY: day of �~ f TITLE: 1970. MAILING ADDRESS: PHONE NO. � � Ci tyfttorney FORM HM-P-202o8-SBd-2o6 - 4.97/6.23 S� &V CAUfpSTATE OF CALIFO 870-E762582 O DEPARTMENT OF PUBLIC WORKS NO._-___-- __-_____---- a DIVISION OF HIGHWAYS EI`�TCC� i C�iMEI\IT PERMIT' WORKS•�`�\ To City of San Bernardino $4n__Bernardin9California 361 "E" Street San Bernardino, CA 92401 _______ March 25-----------19__70 Attn. Mr. Purdy L. Hicks/Mr. Thomas C. Barnett L , Permittee J In compliance with your request of----------_----_______________February 24, 70_and subject to all the terms, conditions and restrictions written below or printed as general or special provisions on any part of this form PERMISSION IS HEREBY GRANTED TO excavate in the earth roadside on Route 206, Kendall Drive, and install, own and maintain a 21" vitreous clay pipe interceptor sewer, with 15 manholes, from Past Mile 4 .97 to Post Mile 6.23+, all as shown on the attached plans, 1 through 8 of 8 from the City of San Bernardino. The Permittee may open-cut across the paved portion of the highway from Station 60+20 to Station 62+00, as shown on the plan sheets 7 and 8. One-half of the road at a time may be cut, only between the hours of 8:30 A.M. and 4 :00 P.M. daily except Saturdays, Sundays and holidays. At all other times 2, 12 ' wide paved lanes shall be provided for public traffic. Sewer laterals may be placed as shown on sheets 7 and 8 of the plans, consisting of 4" vitreous clay pipe. Requirements for open-cutting across the pavement shall be the same as stated above. THE PERMITTEE SHALL NOTIFY T1 STATE INSPECTOR TWO DAYS BEFORE BEGINNING WORK. The following paragraphs of the attached Additional Provisions are made apart of this permit: K-1, 2, 4, 6B, 6C, 7, 10B, IOD, 10E, 11, 11A3 11C, 11D3 11E, 11F, 11G, 12, 12A, 12B, 12C3 12D, 13, i43 153 1503 15D5 15F, 15G, 17 Bus . phone : 889-8511, Ext. 276 Inspectors : Supt. J. J. Lloyd; Res . phone: 886-2282 Foreman L. D. Bell; Bus. phone : 889-8511, Ext. 276 Res. phone : 792-3254 This permit is to be strictly construed and no work other than that sfiecifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before-------------------------July--y-------------19-79-- Ins-ectors : J. J. Lloyd DEPARTMENT OF PUBLIC WORKS L. D. Bell DIVISION OF HIGHWAYS • R. H. RAMEY ---------brs �t nxfneCf f A c t ing) Vis----)UPAFtE�VvZ GENERAL PROVISIONS 1. Definition. This permit is issued under Chapter 3 of Division I of the Streets and Highways Code. The term encroach- ment is used in this permit as defined in the said Chapter 3 of said code. Except as otherwise provided for public agencies and franchise holders, this permit is revocable on five days notice. 2. Acceptance of Provisions. It is understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of the provisions. 3. Nd Precedent Established. This permit is granted with the understanding that this action is not to be considered as establishing any precedent on the question of the expediency of permitting any certain kind of encroachment to be erected within right of way of State highways. 4, Notice Prior to Starting Work. Before starting work on which an inspector is required, or whenever stated on the face of this permit, the Permittee shall notify the District Engineer or other designated employee of the district in which the work is to be done. Such notice shall be given at least three days in advance of the date work is to begin. f. Keep Permit on the Work. This permit shall be kept at the site of the work and must be shown to any representative of the Grantor or any law enforcement officer on demand. 6. Permits from Other Agencies. The party or parties to whom this permit is issued shall, whenever the same is required by law,secure the written order or consent to any work hereunder from the Public Utilities Commission of the State of California,or any other public board having jurisdiction, and this permit shall be suspended in operation unless and until such order or consent is obtained. 7. Protection of Traffic. Adequate provision shall be made for the protection of the traveling public. Barricades shall be placed with red lights at night,also flagmen employed, all as may be required by the particular work in progress. S. Minimum Interference With Traffic. All work shall be planned and carried out so that there will be the least possible inconvenience to the traveling public except for the specific work permitted. 9. Storage of Material. No material shall be stored within eight (8) feet from the edge of pavement or traveled way or within the shoulder line where the shoulders are wider than eight feet. 10. Clean Up Right of Way. 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. 11. Standards of Construction. All work shall conform to recognized standards of construction. 12. Supervision of Grantor. All the work shall be done subject to the supervision of,and to the satisfaction of,the grantor. 13. Future Moring of Installation. It is understood by the Permittee that whenever construction, reconstruction or maintenance work on the highway may require, the installation provided for herein shall, upon request of the Grantor, be immediately moved by,and at the sole expense of,the Permittee. 14. Expense of Inspection. On work which requires the presence of an employee of the Grantor as inspector,the salary,travel- ing expense and other incidental expense of such ins;ection duringthe work shall be paid by the Permittee upon presentation of a bill therefor. 15. Liability for Dannages. The Permittee is responsible for all liability for personal injury or property damage which may arise out of work herein permitted, or which may arise out of failure on the Permittee's part to perform his obligations under this permit in respect to maintenance. In the event any claim of such liability is made against the State of California, or any department, officer,or employee thereof, Permittee shall defend, indemnify and hold them and each of them harmless from such claim.This permit shall not be effective for any purpose unless and until the above named Permittee files with the Grantor,a surety bond in the form and amount required by said Grantor,unless specifically exempted on the face hereof. The requirement that a bond be filed does not apply in the event the Permittee is a governmental board which derives its revenue by taxation. 16. Making Repairs. If the Grantor shall so elect, repairs to paving which has been disturbed shall be made by employees of the Grantor and the expenses thereof shall be borne by the Permittee, who shall purchase and deliver on the road the materials necessary for said work as directed by the Grantor. All payments to laborers, inspectors, etc., employed by said Grantor for or on account of the work herein contemplated, shall be made by said Permittee forthwith on receipt of written orders, pay rolls or vouchers approved by Grantor.Or the Grantor may elect to require a deposit before starting repairs,in an amount sufficient to cover the estimated cost thereof. The Grantor will give reasonable notice of its election to make such repairs.If the Grantor does not so elect,the Permittee shall make such repairs promptly. In every case the Permittee shall be responsible for restoring any portion of the highway which has been excavated or otherwise disturbed to its former condition as nearly as may be possible except where the Grantor elects to make repairs to paving as above provided in this paragraph and except where provision to the contrary is made in the typewritten portion of the permit. 17. Care of Drainage. If the work herein contemplated shall interfere with the established drainage, ample provision shall be made by the Permittee to provide for it as may be directed by the Grantor. 18. Submit Location Plan. Upon completion of underground or surface work of consequence, the Permittee shall furnish plan to the Grantor's District Office showing location and details. 19. Maintenance. The Permirtee agrees by the acceptance of this permit to exercise reasonable care to maintain properly any encroachment placed by it in the highway and to exercise reasonablecare in inspecting for and immediately repairing and making good any injury to any portion of the highway which occurs as a result of the maintenance of the encroachment in the Highway or as a result of the work done under this permit, including any and all injury to the highway which would not have occurred had such work not been done or such encroachment not placed therein. PIPES, CONDUITS, GAS PUMPS, ETC. 20. Crossing Roadway. Service and other small diameter pipes shall be jacked or otherwise forced underneath pavement without disturbing same. Pavement or roadway shall not be cut unless specifically permitted on the face hereof. Service pipes will not be permitted inside of metal culvert pipes used as drainage structures. 21. Limit Excavation. No excavation is to be made closer than ten (10) feet from the edge of the pavement except as may be specified. 22. Tunneling. No tunneling will be permitted except on major work as may be specifically set forth on the face hereof. 23. Depth of Pipes. There shall be a minimum of thirty (30) inches of cover over all pipes or conduits, except as may be specified. 24. Backfilling. All backfilling is to be moistened as necessary and thoroughly hand tamped, there being not less than one tamper to each shoveler. Whenever required by the grantor, a trench crossing the roadway shall be backfilled with gravel or crushed rock. 23. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such material shall be placed at one side and when backfilling is started the rock material shall be replaced to its original position. 26. Maintain Surface. The Permittee shall maintain the surface over structures placed hereunder as long as necessary. 27. Pipes Along Roadway. Pipes and utilities paralleling the pavement shall be located at the distance from traveled way and at such depth as specifically directed on the face hereof. Cutting of tree roots will not be permitted. s POLES, VIRES, CABLES AND OVERHEAD STRUCTURES 28. Location Pole Lines, etc. Pole lines shall be located one foot from the property line unless otherwise specified on the face hereof. 29. Public Utilities Commission Orders. All clearances and type of construction shall be in accordance with the applicable orders of the Public Utilities Commission of the State of California. 30. Permission from Property Owners. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 31. Clearance of Trees. Poles must be of such height as to permit clearance over a tree 40 feet in height, where quick growing trees are in place. At locations where slow growing trees are in place, normal construction standard may be followed at the option of the pole line company,with provision to ultimately clear 2 40-foot tree. 32. Guy Wires. No guy wires are to be attached to trees except on specific authority and in no event shall they be so attached as to girdle the tree or interfere with its growth. Guy wires shall be kept at a minimum elevation of six feet above the ground whenever so directed. 33. Clearing Around Poles. The Permittee shall remove and keep clear all vegetation from within a radius of at least five feet of the poles. 34. Painting or Visibility Strips. All poles are to be painted for a distance of six feet above the ground using white lead and oil or aluminum paint or in lieu thereof,when poles have creosoted butts,wood,metal or other approved type of visibility strips may be placed. Wood strips are to be Douglas fir 1" x 3'-5'long placed on 6" centers about the base of pole and painted with white lead and oil or aluminum paint. If metal strips are used such strips may be placed either vertically or horizontally. Paint is to be renewed as often as may be required to maintain 2 satisfactory covering. If not painted when installed or renewed as the grantor may consider necessary, the right is reserved to have this painting done and the Permittee hereby agrees to bear the cost thereof under the terms of this permit. Poles that do not present a possible traffic hared will be given consideration for exemption from those provision. upon written request of Permittee accompanied by pertinent data as to pole location, difference in elevation,etc. The grantor's decision will be final in this regard. 35. Remove Old Poles,Guys and Stubs. The entire length of such timbers shall be removed from the ground and the holes backfilled and thoroughly tamped. PLANTING TREES 36. Location and Species. The location and kind of trees to be planted shall be specified on the face of this permit. 37. Planting and Maintenance Cost. The Permittee must bear the cost of planting the trees. The arrangement as to maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be made for the Grantor to do this work upon deposit of a certain sum for each tree which is to be planted. The Grantor reserves the right to assume the maintenance or to decline to do so as conditions justify. 38. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the Grantor shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permittee and turned over to the State. Plantings for parking and picnic grounds will not be considered in this connection. REMOVAL OR TRIMMING OF ROADSIDE TREES 39. Removal of Trees. When permit is granted for removal of a tree as an independent operation or as a part of other work,the entire stump shall be taken out for a depth of at least two feet blow the ground surface. 40. Clearing the Site. All timber and debris shall be removed from the right of way. The hole left by the stump shall be backfilled and thoroughly tamped and the site left in a presentable condition. 41. Trimming of Trees. In general, only light trimming of branches two inches or less in diameter will be permitted and only when specifically so stated on the face hereof. The shapeliness of the tree must be preserved. 42. Inspection. If the permit requires inspection by the Grantor during progress of the work the cost of inspection shall be borne by the Permittee.No charge will be made for occasional routine inspection. Road Approaches, Connecting Pavements and Minor work 43. Grades and Specifications. Grades and types of construction shall be as detailed by plans or stated on the face of this permit. 44. Bari-ow and Waste. Only such borrow and waste will be permitted and within the limits as set forth on the face of this permit. 45. Minor Work. Grading down of small banks, small ditches, placing of awnings, and other similar minor work shall be governed by the general provisions and as detailed on the face hereof. Signs 46. Clearance of Signs. The minimum clearance from the sidewalk shall be twelve feet. Railroad Crossings 47. Safety and Convenience. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. 48. Meet Highway Grade. The grade and superelevation of the track must conform to the grade of the highway at point of crossing. 49. Width of Paving. The crossing shall be planked or paved as may be specified on the face of this permit for the full roadway and shoulder width. EST.2720 23223.500 7-58 ISM Q OSPI Vlj� Rev. 5-16-69 ADDITIONAL PRryOVISIONS "K" ATTACHED TO AND MADE A PART OF PERMIT NO. Permittee shall be fully responsible to ascertain location of all facilities constructed by others, and to place the encroachment in a manner which will not damage, conflict or interfere with any existing encroachment. The proposed work shall be subordinated to any operations which the State may conduct during the permit period, and shall be coordinated with the work of State forces or State contractors so that there shall be no delay to, nor interference with, State operations. Insofar as it lies within State jurisdiction, permission is granted to do the proposed work. The State makes no express or implied warranty as to title to the site of the proposed work. The permittee shall obtain such interest as it requires from all others having color of title to the partic- ular land. This permit does not imply approval of any grades shown on permittee's plans, approval depends on properly meeting existing conditions at the site. The existing barriers to vehicular movement across the right of way line shall not be altered except as specifically authorized. No changes shall be made in the existing highway drainage unless specifi- cally authorized by the inspector. Adequate signs, lights, flagmen and barricades shall be' provided to protect traffic at all times. Safety devices shall conform to the California Divi- sion of Highways "Manual of Warning Signs, Lights and Devices" Safety devices shall be used in conformance with the attached "Safety Orders". No equipment or material shall be located on the State right of way during the hours of darkness or Saturdays, Sundays or holidays, except with the explicit approval of the inspector. K-1 f The permittee shall preserve the highway pavement free from marking or other damage due to his operations and shall restore, at no cost to the State, paved areas which are scarred or otherwise damaged by vehicles operating on work under his direction. The permittee shall ascertain from the State Inspector how holes barred in highway pavement, and holes excavated to locate survey monuments, are to be repaired. This permit does not imply authorization for permittee to stop traffic in the through traffic lanes of the State highway, except as specifically authorized either by this permit or by the District Maintenance Engineer. Permittee shall notify the California Highway Patrol, in advance, giving the time and location of any work where highway traffic is to be stopped, if in unincorporated territory. Within City limits permittee shall notify the City Police Department. No work shall be done under this permit outside of the normal working hours of State employees except in the presence of the State Inspector. Permittee shall first obtain the consent of the State Inspector and shall agree to pay the Division of Highways the entire cost of time, equipment and person- nel engaged in the inspection. This permit does not authorize destruction or damage to any vegetation grow- ing on State right of way outside of the boundaries of the actual encroach- ment. The position of the encroachment shall be adjusted to avoid plantings as directed by the State Inspector. The permittee shall replace plantings damaged by work under his direction with standard 5-gallon nursery stock which he shall establish in vigorous growing condition within the State right of way at his expense. The permittee shall grade, cultivate and seed areas subjected to erosion by his removal of, or damage to, vegetation. Additional .Provisions (Continued; Page 2 In accepting this permit Permittee affirms that he is acting as an autho- K-2 rized agent for the utility represented and stipulates that this permit is only valid for such portion of the described work as lies within State Ownership highway right of way, and that he owns the property adjacent to the State right of way where said utility abuts, or that he has leased such property, lor that he holds an easement for said utility over such property. _ It is understood that Permittee's surety bond in the amount of , K-3 dated , on file with the Division of Highways, fully covers faithful per ormance of all work under this permit. If any of Surety the work is not performed as specified, the Permittee's surety shall complete the work. If the Permittee and surety fail to complete the work within a reasonable time, the State may complete all or part of the uncompleted work and the surety shall pay the cost to the extent of the bond. In accepting this permit the Permittee agrees to indemnify and save harm- K-4 less the State of California and its officers, agents and employees from any Save and all suits or actions of every name and description, brought for or on harmless account of any damage or destruction asserted to have arisen out of work performed and/or encroachments placed under this permit. �qf In accepting this permit the Permittee agrees that he will pay the cost of K-5 Fees inspection, including survey work of referencing and of checking the position the reset monuments done by the State. The proposed work is within the limits of a going construction project and K-6 the Permittee shall coordinate his operations with the State's contractor, through the Resident Engineer to the end that there shall be no delay to, nor interference with, the State contractor's operations. All work shall conform to the contract specifications for the particular K-6A class of work and area involved to the satisfaction of the Resident Engineer. The Permittee or his agent shall discuss the work to be done with the State K-6B Inspection Inspector before it is begun and reach an understanding as to the manner in which it is to be performed. The Permittee shall cause the work to be done to the satisfaction of the K-6C inspector. In consideration of being granted this permit the Permittee agrees to do all K-6D of the work under this permit in which the State has an interest, to the satisfaction of the State Inspector regardless of where title to. the real estate lies. Excepting authorized manholes, valves, vents and hydrants installation K-7 / Depth shall be made at a depth sufficient to provide not less than 30 inches cover throughout. Unauthorized Tunneling is not permitted except as authorized in this permit or by the K-8 methods District Maintenance Engineer. Sluicing and jetting with water are not permitted. Installation shall be made by machine boring or by jacking beneath the K-9 pavement by means of standard drilling equipment between limits 10 feet each side of existing pavement edges or as specified in this permit. Sluicing and jetting with water are not permitted. Limited use of water for lubrication of drills may be permitted by the inspector. Installation shall be made by machine boring by means of standard drilling K-9A 'equipment under the pavement from a point 10 feet outside of the pavement edge to the bell hole. Sluicing and jetting with water are not permitted. Limited use of water for lubrication of drills may be permitted by the inspector. Boring The casing shall have a smooth exterior, free from protruding rivet or bolt K-9B heads and welds. In boring, the diameter of the hole ahead of pipe or casing shall not exceed K-9C the outside diameter of the facility by more than 0.1 foot. In boring, the diameter of the hole ahead of pipe or casing shall not exceed K-9D the outside diameter of the facility. Voids, if developed outside the casing and within limits for boring or K-9E jacking, from any cause such as removal of rocks encountered in boring, shall be filled with grout forced in under pressure through holes cut in the casing, or by insertion of a grout pipe outside of the casing if its diameter is less than 36 inches. Additional Provisi s (Continued) Page 3 Permission is granted to cut the pavement and make the installation by open. K-10 trench methods. Trenches shall not be excavated within 10 feet of the edge of existing K-10A pavement. The highway pavement shall not be cut except as noted on the face of the K-10B permit. Trenching paved Trenches shall not be excavated within 3 feet of existing curbs. K-IOC area In paved areas trenches shall be backfilled and temporary or final pavement K-10D shall be in place during the hours of darkness and Saturdays, Sundays and holidays. Upon completion of authorized work all trenches .shall be immediately back- K-10E filled. Within limits where pavement was removed the trench shall be covered with pavement of the same character and dimensions as the pavement removed. Replacement pavement shall be at least 4 inches in compacted thickness. Asphaltic pavement shall be Class "B" asphalt concrete conforming to the K-11 California Division of Highways Standard Specifications dated January, 1969, Section 39-2.04. Bituminous binder shall be 120-150 or 200-300 penetration paving asphalt or K-11A liquid asphalt SC-800, applied at the approximate rate of 5%. Upon completion of the installation all trenches shall be immediately K-11B backfilled. Within limits where pavement was removed, a 6-inch thickness of Class "A" "hjgh early strength" Portland cement concrete, conforming to California Division of Highways Standard Specifications dated January, 1969, shall be placed to an elevation 3 inches below the top of existing pavement. Finally, the trench shall be covered with asphalt concrete to restore the existing pavement grade. If the existing pavement is surfaced with a thin blanket of open graded K-11C asphalt concrete, the pavement shall be replaced in kind to the eleva- Paving tion of the bottom of such blanket and topped with open graded asphalt Requirements concrete to restore a uniform surface. Should any existing pavement be undercut or otherwise deprived of subgrade K-11D support, the pavement shall be removed from the unsupported area and that area shall be backfilled and paved as provided for excavated areas. The Permittee shall maintain temporary pavement in safe and smooth con- K-11E dition until final pavement is in place. FINAL PAVEMENT MUST BE LAID WITHIN FIFTEEN (15) DAYS AFTER INSTALLATION IS PLACED. At the time pavement is replaced, the edge of existing pavement shall have K-11F a uniform, vertical, saw cut face. If settlement occurs in the excavated area within 30 days of pavement K-11G replacement, the Permittee shall furnish and place additional asphalt concrete material to restore the area to the grade existing prior to work under this permit. Permission is granted to excavate in the earth roadsides, except within K-12 any limits specified for installation by boring or jacking, and accomplish the encroachment by open trench methods. Permittee shall preserve intact all tree roots two inches, or greater, in K-12A diameter. Such roots shall be carefully tunneled under, wrapped in burlap and kept moist until the trench is refilled. Trenching machines shall not Trenching be used where such use would damage tree trunks or limbs. earth Spoil from the excavation shall not be placed on the highway pavement. K-12B When the installation is in place the trench shall immediately be back- K-12C filled and the roadsides restored to their condition prior to work under this permit. All trenches shall be backfilled during the hours of darkness and Saturdays, K-12D Sundays and holidays. (Manhole construction shall be completed, the excavation backfilled, and K-13 -/ Manhole the surface restored within five working days after the facility is laid (at the site. Additional Provisions 'Continued) Page 4 Backfill (Backfill shall conform to Section 19-3.06 of California Division of Highways K-14 (Standard Specifications dated January, 1969. Permittee may elect to erect advance warning signs and effect movement of K-15 traffic alternately in each direction by means of at least two flagmen, past a 500-foot section, in which event at least one 12-foot-wide paved lane shall be unobstructed for use by public traffic through the constricted section at all times. A separate lane shall be signed for traffic in each direction past the site K-15A of the work. The Permittee shall be responsible to clearly mark the direc- tion traffic is to take and to separate opposing traffic by suitable traffic cones, or other devices, where traffic is routed around the work. No traffic shall be routed to its left side of the division strip at any K-15B time. At least one 12-foot-wide paved, or unpaved lane of the side street shall K-15C be kept unobstructed for use by public traffic at each public street intersection at all times. Traffic control Adequate provision shall be maintained at all times for smooth, dustless K-15D passage of traffic at all existing driveways within the limits of work under this permit. two 12-foot widths At least one 12-foot width of paved surface, on the same side of the highway K-15E pavement centerline as Permittee's operations, shall be kept unobstructed for use by public traffic past the site of the work at all times. In no case shall opposite sides of the pavement be encroached upon at the same time. At least one 12-foot width of paved surface shall be kept unobstructed for K-15F / use by public traffic on the State highway at all times. Not more than a 500-foot total length of any portion of the highway shall K-15G be obstructed from its normal use at any one time. Permittee's attention is directed to the traffic signals, or highway K-16 lighting at These facilities are controlled by underground con uits which must not be disturbed. Permittee is directed to notify E. B. Roseberry, State Signal Traffic Technician, prior to starting this work. Phone: San Bernardino, signals TUrner 9-8511, Extension 274. Permittee shall protect signal and lighting installations and conduit from K-16A his operations and shall pay the cost of repairing any damage he does to such installations. City (If the City has, by ordinance or other regulation, imposed more restrictive K-17 ordinance (requirements than those specified in this permit, nothing in this permit (shall act to prevent the City from enforcing such restrictive regulations.