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HomeMy WebLinkAboutCalifornia Department of Public Works Division of Highways, State of; 1945-10-25; 118 189FORM P-202 REV. r NolJS^M?.. STATE OF CALIFORNIA DEPARTMENT OF PUBLIC VORKS DIVISION OF HIGHWAYS ENCROACHMENT PERMIT Carlsbad Mutual Water Co., Carlsbad, Calif. Attention: S. D. Fraser, Mgr., _ 3a?__ Die 80 , Califomia p o t , J2 5 29 In compliance with your request of. J Oct, 2 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 TOins tall 3^0 linear feet of 2" diameter cast iron pipe water line on the westerly side of State Highway Road XI-SD-,3P» B in Carlsbad sta. 44>f70 to sta, 447H-50, in a location 10* easterly from the westerly line of the highway right of way. There shall be 30" minimum cover' over the top of the pipe. Specifications for backfill are attached. All work, backfill, warning and safety devices shall be satis- factory to State Highway Maintenance Superintendent, Mr, E. A. Wolfe of Escondido. The Carlsbad Mutual Water Company is exempt from bond, but in accepting this permit agrees to properly safeguard traffic. The job ehall be done as quickly as possible to avoid unnecessary hazard to traffic. Effort shall be made to avoid open trenches within the State High- way at night. Adequate barricades, flagmen, and lights shall be used to protect the public until the work la completed and the surface entirely re- paired. Care sliall be used to avoid interference with existing under- ground facilities. Your attention is called to the General Provisions numbered 1-27, inclusiye, printed-herein. This permit is to be strictly construed and no work other than that specifically mentioned above is authorized hereby. This permit shall be void unless the work herein contemplated shall have been completed before F-Sh.—1- CC:OTM:HSC:EAW .19-M DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS G. T. McCOY State Highway Engineer By E, E. WALLACE Diilrict Engineer 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. 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. No 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. 5. 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 Division of Highways 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 Railroad -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 bc 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. 8. Minimum Interference With Traffic. All work shall be planned and* carried out so that there will be the leasts 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 arc wider than eight feet. ID. 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 Moving 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 Department of Public Works, Division of Highways, be immediately moved by, and at the sole expense of, the Permittee. 14. Expense of Inspection. On wo^k which requires the presence of an employee of the Division of Highways as inspector, the salary, traveling expense and other incidental expense of such inspection during the work shall be paid by the Permittee upon presentation of a bill therefor. 15. Liahility for Damages. The Permittee is responsible for all liability for personal injury or property damage which ^ may arise out of work herein i^ermitted', 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 unlcss and until the above named Permittee files with the Department of Public Works, Division of Highways, a surety bond in the form and amount required by said department, 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 State Highway^ Engineer. All payments to laborers, inspectors, etc., employed by said grantor for or on account of the work herein contemplated, shall bc 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 befort 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 grantee shall make such repairs promptly. In every case the grantee 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 granlor. 18. Submit Location Plan. Upon completion of underground or surface work of consequence, the Permittee shall furnish plan to the District Office showing location and details. ' 19. Maintenance. The grantee 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 reasonable care 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 rot 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 eight (8) 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 two (2) feet of cover over all pipes or conduits. 24. Backfilling. All backfilling is to be moistened as necessary and thoroughly hand tamped, there being not less than Whenever required by the grantor, a trench crossing the'roadway shall be backfilled with gravel or ele one tamper to each crushed rock. 25. Preserve Surfacing Material. Whenever a gravel or crushed rock surface is trenched, such rhaterial shall be placed at one side and when backfilling is started the rock material shall bc 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 waj and at such depth as specifically directed on the face hereof. Cutting of tree roots will not be permitted. POLES, WIRES, CABLES AND OVERHEAD STRUCTURES 2 8. Location Pole Lines, etc. Pole lines shall be located as specifically directed on the face hereof. 29. Railroad Commission Orders. All clearances and type of construction shall be in accordance with the applicable Mxlers of the State Railroad Commission. 3 0. Permission from Property Owners. Whenever necessary to secure permission from abutting property owners, soch 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 a 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 bc 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 grwand 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 ind oil or aluminum paint or in lieu thereof, when poles have creosoted butts, wood or metal visibility strips may bc placed. W^ood strips are to be Dooglas fir l" x 3"—5' long placed on 6' centers about the base of pole and painted with white lead and tii or aluminum paint. If metal strips are used such strips may be placed either vertically or horizontally. Paint is to be renewed as ^tcn as may be required to maintain a 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 thac do not present a possible traffic hazard will be given consideration for exemption from those provisions upon written request •€ permittee accompanied by pertinent data as to pole location, difference in elevation, etc. The grantor's decision will be Snal in this regard. 3 5. Remove Old Poles, Guys and Stubs. The entire length of such timbers shall be removed from the ground and the boles backfilled and thoroiis^hly tamped. PLANTING TREES 34. Locafion 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 m lo maintenance of the trees shall be specifically set forth on the face of the permit. In particular cases arrangements may be miit for the Division of Highways to do this work upon deposit of a certain sum for each tree which is to be planted. The Diviswi of Highways reserves the right to assume the maintenance or to decline to do so as conditions justify. 3 8. Group Planting. The cost of group plantings and similar special work which may be agreed upon with the DiTision of Highways shall be borne by the Permittee. Land for such plantings shall be secured in fee by the Permittee and turned o*W to the State. Plantings for parking and picnic grounds will not be considered in this connection. THE itrr 4«,Ft MumoN OF TMC FlMT seCTION SIMWS ONE-HALF OevetOP- MENT FOR AN eiSMTV FOOT WIDTH OF RIOHT OF WAV. THE FUU. (aCTION IS FOR A NINETY FOOT WIDTH OF RMMT QF WAV WHEN THE HMHWAV IS AOMCCNT TO A RAILROAD. THE SO rr. MMTION ON ItlSHT OP CENTER LIN« ONE-HALF DEVELOP-MENT FOR A ONC HUNDRED FOOT WIDTH or RIOKT OF WAY. > Hscc so'%. sl li 1 .•30 0RSSFI — TO' rRoviOE ron AN ULTmATE :; ; a ^ : | , -I kfiri tzM LOCATION OF TREES AND POLE UNES ON UUIMATE 160 OR 170 FT SECTION STATE OF CALIFORNIA OCPARTMENT OF PUBUC WORKS DIVISION OF HIGHWAYS UnUZATION OF VARIOUS WIDTHS OF RIGHT OF WAY 1929 !^ Public Utili+iea -38"--35'-15'—, 200' - ULTIMATE DEVELOPMENT OF 200 FOOT SECTION 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 below 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 State 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. Borrow 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. Excavations? Excavations, for all pi^pe llneSj stona drains, culverts, etOc, may oonelst of open tranches, short tunnels, or long tunnels, and eaoh requires a different treatmento Soilss Tha material exoavated'usually is sand, loamy soil, s^'an- ular eoily clay, rock, or variatlone of these uiaterialso Thoroughly Gompaoteds Tha tenn "thoroughly oorapaoted" shall be held to man a relative compaction of baeltfill ©qua! to 95^ of the ooiapaction obtained from the soil excavated when the same is properly dampened and compacted under a pressure of 2^000 pounds per square inch under the methods eraployed by the Division ox High.\?ay 3o Grlterion for Backfill; The required corapaotion In baokfilling treriohes which are to be oaced ahall in all cases be suffioisat, in the baokflll materisl over and around the Dips or other stnicturo, to render it as compact as the origiriel ground axid the method of compaotlns 1^111 depend onthe character of t.-.e'material excavatedo Materials for Baokflll; Granular materials, such ae sand or sandy loam, may often be ccaracted by th© use of water in the proper quantity, but even .lu materials of this kind tiie addition of tamping lEay be cle si rabie and beneficial. Excavated material often consists of earth lumps of con- siderable size which should be pulverized and suitably dampened before being plaoed in the bottom of the excavation and around pipes or other etruoturee. Rock particles or particles of Kiatorial too hard to be melted by water shall be dlstrlDuted throughout the upper portion of the backfill and the space betr/een theia filled with fine raaterlalo Backfillins Open Trenohgai Select the best available exoavated material for back- f1111ns around th© pipe or other structure. All material shall be finely divided and if clods or lumps, whloh are soluble in water, are preaenti they shall be reduced by wateringc Backfill shall be carefully plaoed to a depth of twelve (12) inches above the bottom of the trench when it shall be properly wetted and then tamped by hand or other means both over and alons<= Bide the pipe until thoroughly compacted. The backfill shall then proceed using four-Inch ik^) layers of earth or other suitable material which shall have been dampened until it is of the proper consistency to insure most effective tamping by meians of hand tampe rs or pneumatic rammerso It is desirable that means be taken to prevent damage to the coating over pipes during backfill, and . for this reason tamping adjacent to the pipes must be carefully doneo On completion of the trenoh backflll, the earth shall be crowned up over the top of the trench as high as possible and after being properly, dampened, shall be rolled with a lO-ton roller or by the use of ti*ucks which have been loaded to give equal or greater compaotlono Flooding or Jetting? Tho use of flooding will be pemitted only where t^ie back» fill material is of a sandy nature and contains no clay. Jetting will be permitted only when it is proved by test that the relative density obtained in all parte of the compacted backfill is more than 90^0 Tunnglss Where a succession of short tunnels is used, the lowor portion of pillars between the openings shall be exoavated down at an angle of 450 to facilitate backfilling and backfill s.Viall be compacted by tamping or flooding as above described, Where pillars between short tunnels are less than six feet (6«) in depth, they shall be broken through and used for baokflll- In the case of long tunnels, materials shall be tamped in over the tops of pipes as sections of pipe or conduit are laid. Long tunnels ehall only be used at d'epths exceeding twenty feet (20»)» Replacing Pavement? V/herever it becomes necessary to out pavement for ths instal- lation of a pipe line, it shall be replaced with an eight-lnch (g") pavement and the material imiaea ately uncer the edge of^the broken pavement shall be excavated. Undercutting the edge of the pavement sufficiently eo that the lower portion of the new pave» ment will support the edge of the old pavemento If the pavement is Portland cement concrete, the entire repair shall be made of a Class "A" concrete of not less .han six sacks of cement per cubic yard of com rete. If the payement is asphaltic conorete, the lower six and one-half inches {6in of t^e repair pavement shall be of Portland cement concrete and the top one and one-Half Inches Cl4«) shall be asphaltic oonciete conform^ ing to the type of lavement which was cut to make the excavation..