Loading...
HomeMy WebLinkAboutC-1675c � cep NOTICE IS HEREBY GIVEN that City of Arcadia, California will be accepting bids for Installation of a 6" Waterline, Fire Hydrant, and Six 2" Domestic Services, as specified in accordance with the contract documents. Bids will be accepted at the Public Works Services Department, 11800 Goldring Road, Arcadia, CA 91066. Copies of the bid forms and specification documents may be obtained at the Public Works Services Department, 11800 Goldring Road, Arcadia, California. Said specifications, bid - - forms and contract documents are hereby referred to and incorporated herein and made a part hereof by reference and all bids must strictly comply therewith. The City reserves the right to accept any bid in whole or in part, or to reject any or all bids and to waive any informalities or irregularities in the bids or in the bidding process, and all bids are binding for a period of forty -five (45) days after the bid opening and may be retained by the City for examination and comparison, as specified in the contract documents. CITY OF ARCADIA March 28, 2000 1 CITY OF ARCADIA INSTALLATION OF 6" WATERLINE, FIRE HYDRANT AND DOMESTIC SERVICES AT CRYSTAL COURT I. GENERAL INSTRUCTIONS A. Each bidder shall be held responsible for familiarizing himself /herself with conditions to be encountered and requirements of the specifications. B. Bids must be made on forms furnished by the City. Do not remove the specifications or any of the pages herein but submit as a complete package. C. Bids must be returned by April 5, 2000 before 4:00 p.m. and the start of work wi I I be on Apri 1 17, 2000. D. The successful bidder and subcontractor will be required to obtain a City of Arcadia Business License ($161.10). Contractor must be a general contractor with a valid license. E. A corporation to which an award is made must furnish evidence of its corporate existence and evidence that the officer signing the contract is duly authorized to do so, along with contract executed by the corporation. F. The contract, if it is awarded, will be to the lowest responsible bidder whose bid complies most closely with the requirements described. The award, if made, will be made within five (5) days after the bid opening. No contract will be awarded to other than a contractor who has successfully completed a minimum of two (2) projects similar in nature and quality to this project. II. INSURANCE A. The contractor shall maintain adequate Workers' Compensation Insurance under the laws of the State of California for all labor employed by him or by any subcontractor under him who may come within the protection of such Workers' Compensation Insurance Laws. B. Contractor shall carry commercial liability insurance with combined single limits of at least one million dollars ($2,000,000) naming the City of Arcadia as additional insured. Proof of such insurance in a form and content approved by the Arcadia City Attorney is a condition precedent to execution of this Contract by the City. Insurance shall be maintained with insurers listed "A" or better in Best's Insurance Guide and be authorized to do business in the State of California and shall carry a 10 day Notice of Cancellation clause. Contractor shall also maintain property damage insurance in the amount of one million dollars ($1,000,000). 2 III. WORKING HOURS Work for this job shall be done Monday through Friday, 7:00 a.m. to 4:30 p.m. No work shall be performed on weekends, holidays, and on alternate Fridays (check with City for closed Fridays). IV. CONTACT PERSON Should you have any questions, please call Ramil Parial, Engineering Assistant at (626) 256- 6582. 9 SECTION 1 - SPECIAL PROVISIONS 1. DESCRIPTION OF WORK The intent of these specifications is to prescribe and provide for the complete and finished performance and accomplishment, in every respect, of the entire contemplated work or improvement indicated by the detailed specifications; and it shall be understood that the Contractor undertaking the execution of all or any part of such work or improvement will be required to perform, construct and complete the same in a thorough, satisfactory and workmanlike manner in accordance with the provisions of the specifications, and to furnish and provide in connection therewith all necessary labor, tools, implements, equipment, materials and supplies except such as may otherwise be specified will be furnished by the City. 2. GENERAL DESCRIPTION OF WORK The work performed under this contract shall include the furnishing of all labor, materials, and equipment necessary to perform the construction and installation of a 6" waterline, one 6" fire hydrant, and six 2" domestic services connected to six 1 Y2" water meters. This contract also includes the excavation of trench and one 7'x5' tapping pit, with backfilling and compaction of base material and /or paving after work is completed. All work shall be done in accordance with the specifications and as shown on the detail drawings. 3. TIME OF COMPLETION The Contractor shall complete all fieldwork in every detail at the locations within fifteen (15) working days. Work will commence on or before April 17, 2000 and will end May 5, 2000. The Contractor shall not perform any fieldwork prior to said date. 4. RESPONSIBLE REPRESENTATIVE The Contractor shall designate in writing before starting work an authorized representative who shall have the authority to represent and act for the Contractor, and who shall be authorized by the Contractor to execute all contract related documents including change orders and contract quantity agreements. The designated person shall act as the Contractor's public relations representative to answer and negotiate solutions to resolve public complaints that result from Contractor's activities. The designated representative shall be available at all times during regular working hours throughout the contract duration to respond,in person to any party initiating contract related complaints. Said authorized representative shall be present at the site of the work at all times while work is actually in progress on the contract. When work is not in progress and during periods when work is suspended, arrangement acceptable to the Public Works Services Director shall be made for any emergency work, which may be required. 11 Whenever the Contractor or his authorized representative is not present on any particular part of the work where it may be desired to give direction, orders will be given by the Public Works Services Director, which shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which orders are given. Any order given by the Public Works Services Director, not otherwise required by the Specifications to be in writing, will on request of the Contractor, be given or confirmed by the Public Works Services Director in writing. An alternate designated representative shall not be substituted without prior written consent from the Public Works Services Director. 5. BIDDER'S DESIGNATION OF SUBCONTRACTORS Any subcontractors doing work in excess of one -half of one percent (' /z %) of the total bid shall be designated on this form. The undersign certifies that he has used the sub -bids of the following listed subcontractors in making up this bid and that the subcontractors listed will be used for the work they bid, subject to the approval of the Public Works Services Director, and in accordance with the applicable provisions of the contract documents. WORK STATE SUBCONTRACTED SUBCONTRACTOR ADDRESS & PHONE LICENSE NO. 6. STANDARD DRAWINGS Unless otherwise noted on the plans, all standards to be used shall be the latest City or CalTrans Standards. 7. PERMITS The Contractor shall procure all permits and licenses, and pay all charges and fees as necessary. The contractor shall comply with all provisions of all permits whether obtained by the City or by the Contractor. 5 SECTION 2 -CONSTRUCTION SPECIFICATION 1. SCOPE The work performed under this contract shall include the furnishing of all labor, materials, and equipment necessary to perform the construction and installation of a 6" waterline, one 6" fire hydrant, and six 2" domestic services. This contract also includes the excavation of trench and one 7'x5' tapping pit, with backfilling and compaction of base material and /or paving after work is completed. All work shall be done in accordance with the specifications and as shown on the detail drawings. 2. MATERIALS — PIPING, VALVES, AND FITTINGS Unless otherwise noted, shall conform to the attached Technical Specifications and /or the City's standards. 3. HANDLING AND STORING OF MATERIALS All materials stored at the site of the work shall be neatly stacked on supports at least three inches above the ground surface and protected from the weather by suitable covering. The ground underneath and in the vicinity of all stacks shall be cleared of weeds and rubbish. 4. TRAFFIC CONTROL The Contractor shall adhere to the following traffic control requirements: a. The Contractor shall maintain traffic control devices throughout the construction period. Signs shall be removed immediately after the work is completed. All traffic control devices in place shall conform to the latest editions of the Work Area Traffic Control Handbook (WATCH) and the State of California Manual of Traffic Controls. b. At least one traffic lane shall be maintained in each direction of First Ave. at all times. c. Safe ingress and egress to residences and /or other construction along the work shall be maintained at all times. 5. MEASUREMENT AND PAYMENT For items of work for the lump sum price is established in the contract, the measurement will be the lump sum of waterline, hydrant, and services completed in place. Payment for the installation of waterline, hydrant and domestic services will be made at lump sum. Such payment will constitute full compensation for all labor, materials, equipment, tools, and all other items incidental and necessary to the completion of the work. 0 SECTION 3 - TECHNICAL SPECIFICATION A. EARTHWORK AND GRADING 1. EXCAVATION — GENERAL The Contractor shall furnish all labor, materials, tools, equipment, transportation, watering, compacting and all incidental work and services required for satisfactory completion of earthwork and grading. Earthwork and grading shall conform to Section 300 of the Standard Specifications for Public Works Construction (SSPWC), except as modified herein. The work shall consist of performing all operations necessary to excavate roadways, slopes, benches, ditches, channels or other items shown on the plans and to backfill depressions or ditches caused by removal of obstructions, and to shape and compact all subgrade all in accordance with these specifications. Unless otherwise provided in the proposal as separate pay items, general site preparation, clearing and grubbing, removal of excess grass and weeds and grading of roadway shall be included in this item. 2. PRESERVATION OF PROPERTY The Contractor shall provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his /her operations. Failure to control such dust shall be cause for the Engineer to stop the work until said dust is controlled, and the Contractor shall have no recourse to collect from the City for any loss of time or expense sustained by him due to such suspension of work. 4. REMOVAL AND DISPOSAL OF MATERIAL Material removed during clearing and grubbing, including any excess excavation, shall be removed from the site of the work and disposed of at a location acceptable to the Engineer. Burning of materials on the site will not be permitted. 5. ROADWAY EXCAVATION Excavation shall conform to the lines, grades and cross - sections shown on the plans and no payment will be made for quantities in excess of those shown or hereinafter specified. When solid rock, scale, hardpan or like materials are encountered in the excavation, it shall be excavated to not less than 6- inches below subgrade and replaced with select material approved by the Engineer. Said select material shall be compacted to not less than 95 percent of maximum density. Whenever reference is made to maximum density, it refers to the maximum density as determined by ASTM. All soft or unsuitable material that will not readily compact to the density specified shall be removed to the depths shown on the plans or ordered by the Engineer and disposed of as directed by the Engineer. Excavation in areas not shown on the plans or authorized by the 7 Engineer will not be paid for and the Contractor shall, at his /her own expense, backfill and compact unauthorized excavation areas to the original ground elevation and to the density specified. All rocks or lumps larger than 2-1/2 inches in size in the upper 6- inches of the subgrade which will not break up under the operation of grading equipment shall be removed and the resulting space refilled and compacted with selected material approved by the Engineer. 6. SUBGRADE PREPARATION Subgrade preparation shall consist of (1) preparing basement soil or original ground to receive aggregate base or pavement; (2) preparing basement soil in roadway excavation areas to receive aggregate base or pavement. The roadbed shall be graded to the approximate elevation and cross - section shown. All rocks and lumps of earth over 2 -' /z inches in size and other unsuitable material shall be removed and disposed of from the upper 6- inches of the roadbed. The subgrade then shall be watered, shaped to the required grade and cross - section and thoroughly compacted. The surface of the finished subgrade shall be true and uniform and shall not vary more than 0.1 foot below and not more than 0.5 foot above the theoretical cross - section at any point thereon. Any subgrade that does not conform to these requirements immediately prior to placing subsequent material thereon, shall be reworked, watered and recompacted. 7. FINISHING SLOPES AND SURFACES The surface of all areas of earth and other materials shall be finished to a reasonably smooth and compact surface substantially in accordance with the surface lines and cross - sections shown and to the elevations indicated on the drawings or as directed. The degree of finish for graded slopes shall be that ordinarily obtainable from either blade- grader, scraper or hand shovel operations. 8. SUBGRADE PROTECTION During construction and until final acceptance of the work, excavations, and subgrades shall be kept shaped and effectively drained at all times. Where ruts develop in the subgrade, the subgrade shall be brought to grade, reshaped if required, and recompacted prior to the placing of any paving material. Storage or stockpiling of materials on the subgrade , will not be permitted. No base course shall be placed until the subgrade has been approved by the Engineer. Base material shall not be placed on muddy or otherwise unsuitable subgrade. 9. WATERING All water used for compacting original ground, structure and trench backfill, subgrade, base and for laying dust caused by grading or traffic shall be included in the price bid for such items and separate payment will not be allowed for watering. 8 B. WATER DISTRIBUTION PIPELINES 1. GENERAL The Contractor shall furnish and install all pipe, fittings, valves, supports, bolts, nuts, gaskets, jointing materials and appurtenances as shown on the Drawings and as specified herein, and shall furnish and install all auxiliary piping and connection to equipment, all as required for a complete and workable piping system. 2. DUCTILE IRON PIPE a. Pipe: Ductile -iron pipe shall conform to the requirements of American National Standards Institute Standard ANSI A21.51.86 (AWWA C151 -86), entitled American National Standard for Ductile Iron Pipe, Centrifugally Cast in Metal Molds of Sand - Lined Molds, for Water or Other Liquids. Thickness class shall conform to pressure Class 350 pipe per AWWA Standard C150. b. Lining and Coating: Ductile iron pipe and fittings shall be cement mortar lined in conformance with ANSI A21.4 (AWWA C104) and shall be Thickness Class Designation 52 or Pressure Class Designation 350 for water as manufactured by U.S. Pipe or Pacific States Pipe Co. Pipe shall be furnished in approximately 18 -foot lengths with bell and spigot ends and shall conform to ANSI A21.51 in all respects except details of the joint. c. Joints: Ductile iron pipe joints shall be of the push -on rubber gasket type conforming to ANSI A21.11 (AWWA C111). Mechanical, restrained and flanged joints shall be provided where shown on the plans. d. Fittings: Ductile iron fittings for joining ductile iron pipe shall conform to ANSI A21.10 (AWWA C110) and A21.11 (AWWA C111) except that the ends shall be standard mechanical joints. Where restrained joints are specified, the joint shall be mechanical joint with a restraining ring and set screws on the retainer gland. The set screws shall be square head, double heat tested steel screws designed to bite into the pipe surface to prevent joint separation. Restraining ring shall be Romac Industries, Inc., Grip Ring Pipe Restrainer, or an approved equivalent. e. Repair Sleeves: Repair sleeves for joining ductile iron pipe shall conform to ANSI A21.10 (AWWA C110) and A21.11 (AWWA C111). They shall be new and of current manufacture and shall be from the following manufacturers: Smith - Blair, Romac, or Ford. The two ends of pipe shall have a maximum clearance of 1 -' /z" to insure proper union. The repair sleeves shall be fastened with alloy bolts. 3. PROTECTIVE WRAPPING FOR DUCTILE IRON PIPE — GENERAL a. The Contractor shall furnish plastic wrapping materials as herein specified, for installation over ductile iron or cast iron pipe and fittings, except where otherwise shown on the drawings. Material shall consist of polyethylene film and joint sealing tape. M b. Film shall be manufactured of a virgin polyethylene material extruded in tubular form for Dupont Alathon or U.S.I. Petrothene resins or approved equivalent. c. Film may be of natural coloring or may contain 2 to 2.5 percent carbon black, with stabilizers, except that natural materials will be rejected for use if not completely installed and covered with backfill material within 48 hours after removal from its original container. Pigmented material will be rejected for use after 8 days in the exposed condition noted above. d. The polyethylene tube shall have a film thickness of at least 8 mils and shall be approximately 53 inches in width when measured in the flat or collapsed position. Tube may be refurnished in continuous or cut lengths, but precut material or cutting of our material shall be sized such that not greater than one transverse seam will occur per length of pipe. e. Tape for sealing of joints in polyethylene film shall not be less than 2 inches in width and shall have adhesive qualities such as to permit strong bonding to both the polyethylene and pipe surfaces. Tape shall be Polyken No. 900, Scotchrap No. 50, or an approved equivalent. 4. EXCAVATION AND BACKFILL The Contractor shall make all necessary excavation to construct and work as shown on the plans and shall remove all pipes, trees, stones, debris, and other obstructions that may be encountered in making the excavation. The connection pit shall be protected safely at all times and shall not remain open for more than one working day, otherwise, plating the pit shall be required and shall be to the City Engineer's directions and satisfaction. The plates shall be attached to the roadway by a minimum of 2 dowels pre - drilled 50 mm (2 ") into the pavement. Subsequent plates are butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, with maximum slope of 8.5% and a minimum 300 mm (12 ") taper to cover all edges. When steel plates are removed, the dowels holes in the pavement shall be backfilled with either graded fines of asphalt concrete mix or concrete slurry. Contractor shall be responsible for maintenance of steel plates, shoring, and asphalt concrete ramp. The Contractor shall do all necessary trench excavations, shoring, and backfilling required for the proper laying of the pipes. Bottoms of the trenches shall be graded to insure the best possible bearing for the entire length of the outside periphery of the lower third of the pipe. The trench shall be excavated to a depth as shown on the trench details on the drawings and re- filled to invert grade with sand and thoroughly compacted into place at the Contractor's expense for all labor and material. If any trench bottom, through neglect of the Contractor, be excavated below the grade as required by the plans, it shall be re- filled to grade with sand thoroughly compacted into place at the Contractor's expense for all labor and material. 10 Excavation shall be supported in a safe manner meeting the requirements of CAL OSHA. Existing improvements of any kind, either on public or private property, shall be fully protected from damage. If any damage does result to such improvements, the Contractor shall make the necessary repairs or reconstruction at his /her own expense and as directed by the City Engineer. Sheet piling or other timbers shall be removed in such a manner as to prevent caving of the walls of the excavation. Ledge rocks, boulders and large stones shall be removed to provide clearance of at least 12 inches below and on each side of the pipe, valves and fittings. The minimum width of excavation shall be 12 inches (6 inches on each side) more than the exterior diameter of the pipe exclusive of joints and tees. It shall be compacted to not less than 90 percent of maximum density. The remaining backfill shall be material obtained from the excavation and shall be placed in layers not exceeding three feet in thickness. Each layer shall be compacted to not less than 90 percent of maximum density. If the backfill material is sandy or granular in nature, the three -foot lifts shall be compacted by flooding, jetting, and poling. No backfilling shall be done until the installation has been approved by the Project Manager or his duly authorized representative. The backfilling shall be performed in a manner prescribed by the City of Arcadia Development Services Department/Engineering Section and to the satisfaction of the City Engineer or his duly authorized representative. 5. CUTTING AND RESTORING EXISTING PAVEMENT Street destroyed in connection with performing the work required under the contract shall be replaced with the same kind or better by the Contractor. If a strip of existing pavement less than 3 feet is left between a trench and a gutter or edge of pavement, it shall be removed and new pavement placed in its stead. In cutting or breaking up street surfacing, the Contractor shall not use equipment that will damage the adjacent pavement. Prior to the excavation of a trench, the existing paving shall be scored with a pneumatic tool or concrete saw in a reasonably straight line between the asphalt paving to remain in place and that to be removed. Any alternate method of scoring must be approved by the Development Services Department/Engineering Section. Concrete sidewalks, curbs and gutter required to be removed in connection with performing the work under the contract shal I be cut to the nearest score mark and shall be replaced with the same kind or better by the Contractor. Immediately after completing the backfilling of any section of pipeline in a paved area, temporary resurfacing at least 1 '/2 inches in thickness, shall be placed over the backfilled trench and maintained by the Contractor at his /her own expense. Upon completion of substantial parts of the project, but not before the pipeline is tested the temporary resurfacing shall be replaced with permanent resurfacing. In all cases the repaving and repairing shall be done in accordance with the requirements of the local authorities having jurisdiction in the area of the work. 11 6. INSTALLATION OF PIPE — GENERAL The Contractor shall install pipe closure sections, fittings, valves and appurtenances shown, including bolts, nuts, gaskets, jointing materials and thrust blocks. a. All pipe and fittings to be delivered to the job site must be inspected by the Water Division's duly authorized representative prior to unloading. It will be the Contractor's responsibility to give the Water Division ample notice prior to unloading as set forth under Section 10 -1. b. Valves shall be certified as tested prior to installation. c. At all times when the work of installing pipe is not in progress, all openings into the pipe and the ends of the pipe in the trenches or structure shall be kept tightly closed to prevent entrance of animals and foreign materials. The Contractor shall take all necessary precautions to prevent the pipe from floating due to water entering the trench from any source, shall assume full responsibility for any damage due to this cause and shall at his /her own expense restore and replace the pipe to its specified condition and grade if it is displaced due to floating. The Contractor shall maintain the inside of the pipe free from foreign materials and in a clean and sanitary condition until its acceptance by the City. d. Where closure sections are required by the Contractor's laying operation, the sections shall be installed in accordance with the applicable section of these Specifications. e. The pipe sections shall be laid in the trench to true alignment and grade in accordance with the Drawings. Exceptional care shall be taken in placing the pipe and making the field joint. Bumping of the pipe in the trench will not be permitted. Concrete thrust blocks shall be provided at the locations and of the sizes as shown in Arcadia's Standard Drawings. f. Special care shall be taken during unloading and placing the pipe in trenches. Fabric or other approved slings shall be used for ductile iron or cement mortar lined and coated steel pipe. Sandbags shall be used to support all stockpiled pipe. Bell holes shall be dug under each bell to permit even bearing of the pipe along the entire length. g. Pipe ends shall be reamed to the full bore of the pipe. Threads shall conform to ANSI B2.1. In making up threaded joints, an accepted thread lubricant shall be applied to the male threads only. h. Flanged joints shall be made up square with even pressure upon the gaskets and shall be perfectly watertight. Bell and spigot joints shall be made up concentrically with the rubber gasket completely retained by the bell or spigot groove. A feeler gage shall be used to determine if each joint has been properly assembled. 12 j. Unless otherwise shown, concrete thrust blocks shall be constructed at all changes in direction. Thrust blocks shall be constructed against undisturbed earth. Each thrust block shall be placed so that valves and fittings are accessible for repair. Size of thrust blocks shall be as shown or as directed by the Engineer. 7. INSULATING BUSHINGS AND UNIONS Pipe and fittings made of non - ferrous metals shall be isolated from ferrous metals by nylon insulating pipe bushings or unions as manufactured by Smith Blair, Corrosion Control Products, Co., or approved equal. 8. SERVICE LATERALS, WATER METERS, AND METER BOXES — GENERAL a. New service laterals are to be installed of 2" copper tubing at the location shown on the Drawings. All 2" service laterals shall utilize a double strap service saddle for tap to main. b. Service lateral material shall be Type K soft copper tubing. c. Service laterals are to be installed, chlorinated, pressure tested and flushed before connection is made to meters. d. No joints shall be made in service lateral runs without the City Inspector's permission. All joints so allowed shall be silver solder joints. e. The Contractor shall furnish all fittings necessary to connect new service laterals to existing water meters, including new angle meter stops and bushings. f. All 17/2" water meters and boxes shall be provided by the city prior to construction. Call Rob Cunningham at (626) 256 -6591 to schedule for pickup. 9. VALVES a. All valves and gates shal I be new and of recent manufacture. The flanges may be either raised or plain faced and shall be faced and drilled to 125 -pound American Standard dimensions. Each valve body shall be tested to a pressure equal to twice its design water working pressure, except that gate valves shall be tested in accordance with "Standard for Gate Valves for Ordinary Water Works Service" (AWWA C500). b. All interior parts of valves manufactured of bronze or brass except valve stems, shall conform to the requirements of ASTM B62. Gate valve stems shall be of bronze, containing aluminum and having a minimum tensile strength of 60,000 psi, a yield strength of 40,000 psi and elongation of at least 100 percent in two inches, as determined from a test coupon poured from the same ladle from which the valve stems to be furnished are poured. 13 c. Except as otherwise provided, all ferrous surfaces (excluding non - corrosive surfaces) in the water passages of all valves, 4 -inch and larger, shall be coated with an epoxy coating meeting the requirements of Section 12 -19. All buried valves shall be provided with an exterior protective coating in accordance with Section 12 -20. 10. FIRE HYDRANTS a. Fire hydrants shall be James Jones (model 2050) or Clow (model 371 OR) conforming to AWWA C503 for Wet - Barrel Fire Hydrants. Fire hydrants shall be new and of current manufacture. b. Each hydrant shall be furnished with a cement - lined, cast -iron bury with 8 -hole American Standard Cast Iron Flange drilling, and break -off bolts. Hydrant heads shall be painted with two coats of Rustoleum "School Bus Yellow ". c. Hydrants shall be positioned with the 4" coupling screw thread facing the cul -de -sac. 11. RESILIENT WEDGE GATE VALVES a. Resilient wedge gate valves shall be M &H, American Darling or Clow and shall conform to AWWA C509 for Resilient Seated Gate Valves. Resilient gate valves shall be designed for a water working pressure of 200 psi and shall be designed for bi- directional seating. In addition, non - rising stem gate valves shall be equipped with "O" ring seals. Unless otherwise shown, gate valves shall have non - rising stems and shall be furnished with flanged ends. Gate valves shall be new and of current manufacture and shall be as manufactured by Kennedy, or approved equal. b. All interior parts of gate valves shall be constructed of bronze conforming to the requirements of Subsection 14. c. Ferrous surfaces in the water passages of valves 4- inches in diameter and larger shall be epoxy coated in accordance with Section 14. The coating shall not be applied to stainless steel, brass or bronze surfaces. 12. VALVE BOXES Valve cans and covers or valve boxes shall be as follows: Gate valves - 6" adjustable valve boxes with 14 gage galvanized top section and 14 -gage black steel bottom section, and cast iron cover with a 4" minimum body depth. 13. INSTALLATION OF VALVES All buried valves shall have the operating nuts in a vertical position except as otherwise noted. Valve boxes, where called for, shall be centered over the operating nuts and shall be set plumb. Operating nuts installed at four feet below grade or greater shall be equipped with an extension. 14 14. SHOP APPLIED EPDXY COATINGS FOR VALVE INTERIORS a. Surface Preparation: All oil and grease shall be removed from the metal, using an oil -free solvent (methyl - ethyl- ketone or trichloroethylene) and clean dry rags. The surface shall be sand- blasted to white metal. In order to obtain maximum adhesion of epoxy coating, the grit used for blasting shall be coarse enough to impart a tooth in the metal equal to 25 percent of the thickness of the coating to be applied. The metal shall be cleaned after sandblasting with clean, dry compressed air. b. Powder Epoxy: The epoxy shall be one hundred percent epoxy material and shall be 3M Company's Scotchcoat No. 134 or approved equal. c. Preheating: Areas that are not to be coated shall be masked using 500 - degree masking tape, similar to 3M Company's Permacel. The part to be coated shall be placed in an oven and preheated to the temperature specified by the epoxy manufacturer. An accurate temperature- measuring device such as pyrometer shall be used to determine the substrate temperature. d. Application: The epoxy shall be applied as a powder to the heated metal by one of the following methods: 1) Electrostatic Method: The powder shall be applied to the heated, grounded metal part which has been electro- statically charged by means of a current of approximately 1 -1/2 amperes at approximately 400 volts. After application of the epoxy, the part shall be reheated as specified by the manufacturer to fuse the epoxy. Equipment for applying the epoxy powder shall be the Sames Electrostatic Powder Spray, or approved equal. Particular care shall be given to protection of non - ferrous masked parts. The finished product shall be carefully examined for epoxy interference on working parts. 2) Heat Fusion Method: The part shall be prepared as outlined above and heated for a sufficient period to drive out all moisture from the metal. Epoxy powder shall be applied using as air spray device designed to exclude moisture from the spray air. The part must be preheated to maintain a surface temperature high enough to cause instant epoxy fusion during the entire application process. After coating, the part shall be reheated as specified by the manufacturer. Particular care shall be taken to protect non - ferrous masked parts. The finished product shall be carefully examined for epoxy interferences on working parts. e. Thickness of Coating: The minimum dry coating thickness shall be 8 mils, provided, however, that the thickness of coating in the grooves of valves or fittings designed to receive a rubber gasket shall be approximately 5 mils. f. Inspection: Coating thickness shall be checked with a nondestructive magnetic type thickness gage. Coating integrity shall be tested with an 87 -volt Tinker Rasor holiday tester or a spark testing unit operating at approximately 2,000 volts. 15 g. Field Repairs: If small local repairs are necessary, they shall be made using 3M Company's Scotchclad 134 field repair kit, or approved equal. The surface must first be cleaned with an oil -free solvent (methyl - ethyl- ketone or trichlorethylene) and clean dry rags. 15. BURIED MISCELLANEOUS FERROUS SURFACES Buried valves and flanged joints, sleeve -type and victaulic coupling and other buried miscellaneous ferrous piping and metal surfaces (excluding any cast iron pipe) shall be thoroughly cleaned and field- coated with a 1/8 -inch thick coating of EC244 as manufactured by 3M or approved equal. The coating shall be applied in strict accordance with the manufacturer's recommendations. 16. TESTING AND DISINFECTING The Contractor shall furnish all equipment, labor and materials required for testing and disinfecting the piping. Water for testing and disinfecting will be furnished by the City without charge to the Contractor, but shall be metered through a fire hydrant meter provided by the City. Disinfection shall be accomplished by chlorination. Chlorine dosages will be computed by the Engineer, who will furnish the Contractor with detailed instructions for proper application of the chlorine. All chlorinating and testing operations shall be done in the presence of the Engineer. Prior to testing and disinfecting, the pipeline shall be thoroughly flushed. 17. TESTING PIPELINES The Contractor shall test the piping after backfilling operations are completed. The test shall be made by placing a temporary bulkhead in the pipe and filling the lines slowly with water. At no time during pipeline construction will heavily chlorinated water be pressure tested against a valve connected to a City water main. Care shall be used to see that air is permitted to escape during filling. After the line has been completely filled, it shall be allowed to stand under slight pressure for a sufficient length of time to allow the mortar lining to absorb what it will and to allow the escape of air from any air pockets, but for not less than 24 hours. During this period, bulkheads, valves and connections shall be examined for leaks. If any are found, these shall be stopped or in case of leakage through valves in the main line or through bulkheads, provision shall be made for measuring such leakage during the test. The test shall consist of holding the test pressure on each section of the line for a period of 4 hours. The test pressure at the lowest point in the line shall be 150 psi. The water necessary to maintain this pressure shall be measured through a meter or by other means satisfactory to the Engineer. The leakage shall be considered the amount of the water entering the pipeline during the test, less the measured leakage through valves and bulkheads. The leakage shall not exceed 5 gallons per inch of diameter per 1000 L.F. per 24 hours. Any noticeable leaks shall be replaced with new pipe or equipment until the leakage is reduced to permissible limits. 18. DISINFECTING THE PIPELINES a. Chlorination shall be by means of a chlorine -water mixture applied by means of a solution -fed chlorination device. The maximum chlorine dosage entering the pipeline shall be 100 ppm. Chlorinated water shall be retained in the pipeline long enough to destroy all nonspore- forming bacteria and, in any event, for at least 24 hours. After the chlorinated water has been retained for the required time, the chlorine residual in the line shall be at least 50 ppm or one half of the initial chlorine dosage. If less than 50 ppm or one half of the initial chlorine dosage is indicated the line shall be flushed and the chlorination process shall be repeated until a test has indicated a residual of at least 50 ppm of chlorine. All valves within the scope of project shall be operated while the lines are filled with the heavily chlorinated water. b. After the specified retention period, the heavily chlorinated water shall be flushed from the main until the chlorine concentration in the water leaving the main is no higher than that generally prevailing in the system. The heavily chlorinated water flushed from the pipeline shall be reduced to 1 ppm chlorine prior to discharging into a storm drain system. The Contractor shall perform this at his /her own expense. A chlorine residual determination shall be made to ascertain that the heavily chlorinated water has been removed from the main. c. The City will collect water samples for analysis prior to placing the new facilities in service. The Contractor shall provide approved sampling points at least every 500 L.F. of pipeline main as specified by the City. Should any sample fail to meet the requirements of the City of Arcadia Water Division, the chlorination procedures shall be repeated. The Contractor will be responsible for the cost of additional water analysis. After final flushing and before the new main is connected to the existing distribution system, two consecutive sets of acceptable samples, taken 24 hours apart, shall be collected from the new main. d. The water main and all existing services shall be flushed out until the chlorine residual is not greater than that prevailing in the system prior to placing back in service. e. Existing water mains that have been shut down and cut into for connections or installation of tees and valves shall be sterilized to the satisfaction of the Water Engineer or his duly authorized representatives. f. As an optional procedure water mains and appurtenances must be completely installed, flushed, disinfected, and satisfactory bacteriological sample results received prior to permanent connections being made to the active distribution system. Sanitary construction practices must be followed during the installation of the final connection, so that there is no contamination of the new or existing water main with foreign material or groundwater. 17 g. As another optional procedure, the new pipe, fittings and valve(s) required for the connection may be spray- disinfected or swabbed with a minimum 1 percent solution of chlorine just prior to being installed, if the total length of connection from the end of a new main to the existing main is equal to or less than 18 feet. This option must be approved by the City prior to implementation. h. As another optional procedure the pipe required for the connection must be set up aboveground, disinfected, and bacteriological samples taken if the total length of connection from the end of a new main to the existing main is greater than 18 feet. After satisfactory bacteriological sample results have been received for this "pre - disinfected" pipe, the pipe can be used in connecting the new main to the active distribution system. Between the time that satisfactory bacteriological sample results are received and the time that the connection piping is installed, the ends of this piping must be sealed with plastic wraps or watertight plugs or caps. This option must be approved by the City prior to implementation. 19. COMPACTION TESTS Tests to determine compaction shall be made by a representative of the City at the expense of the City. Maximum density shall be determined in accordance with ASTM D1557 method, modified to use three layers. Field density tests shall be performed in accordance with the test procedure specified in ASTM D1556. At least one compaction test shall be taken for every 50 L.F. of pipeline main or as determined by the City. vvvvvvavvvvvvvvvvvvvvvvvsysvvvvvvvvvvvvvvvvvvvvvvvvvvvv ■vvvvvvvvevvvvvevvvvvvaI END OF SECTION 3 18 INSTALLATION OF 6" WATERLINE, FIRE HYDRANT AND DOMESTIC SERVICES AT CRYSTAL COURT PUBLIC WORKS SERVICES DEPARTMENT CITY OF ARCADIA Arcadia, CA Gentlemen: Pursuant to the Notice Inviting Bids for the above described work, the undersigned as a bidder, declares that he has carefully examined the location of the proposed above described work and that he has read and examined the contract documents and is familiar with all bid requirements, and hereby proposed and agrees, if this bid is accepted by the City of Arcadia, that within five (5) days, excluding Sundays, after written notice of award of contract is mailed to bidder, bidder will execute and deliver to Public Works Services Department the contract form provided in the contract documents and the insurance certificates required therein in a form approved by the City Attorney. Contractor will also furnish all labor, materials and services necessary to perform and complete all work required by the contract documents and all addenda thereto issued by said City prior to the opening of bids, for the above described work for the unit price set forth in the bidding schedule which is attached hereto and by this reference is incorporated herein. Said bidder further agrees to complete all work required under the contract within the time stipulated in said contract documents and to accept in full payment therefor the price in the Bidding Schedule. Dated: i Name of Bidder: l� ! (Complete Corporate, Partnership, Fictitious or Sole Proprietorship Name) M. Title: 1 1 � Address: 19 BID SCHEDULE CRYSTAL COURT 6 - INCH WATER LINE PROJECT ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENSION 1. Mobilization and Demobilization complete 1 LS • ° cc 2. Excavation of 7' x 5' Connection Pit 35 SF ` to 3. Provide and install trench and excavation safety 1 LS 1000- I bob ° measures per OSHA requirements 4. Traffic Control of First Ave. 1 LS ` 5. Furnish and Install 6" D.I. Waterline in Crystal Court, 200 LF 14'°` complete including all required fittings, joints, gaskets, bolts, excavation, backfill, testing and chlorination 6. Locate and construct 6" cut -in connection at Sta. 1 LS ` 0+ 12.00 with all required fittings, backfill, valve and appurtenances 7. Furnish and Install 6" F.E. x M.J Gate Valve, with all 4 EA required gaskets, bolts, excavation, backfill and appurtenances 8. Furnish and Install 6" F.E. Tee, with all required gaskets, 1 EA ' co bolts, excavation, backfill, and appurtenances 9. Furnish and Install 6" Repair Sleeve with all required 1 EA gaskets, bolts, excavation, backfill, and appurtenances 10. Furnish and Install New 2" Copper Service, complete 6 EA p ° including fittings, meter and meter box *, valves, piping, angle meter stop, backfill, joint and appurtenances 11. Furnish and Install 6" Fire Hydrant Assembly, with all 1 EA required fittings, valve, gaskets, bolts, excavation, piping backfill and appurtenances *Meters and boxes to be supplied by the city prior to construction Total Bid Price: Written in Figures 1711 I-1qW'7#1JP rllv Ai Written in Words The undersigned firm does agree to perform all work as required in the attached specifications at the rates as quoted. Signature of Bidder: // 10 M REFERENCES PHONE NUMBER CONTACT 2. COMPANY NAME 3 TYPE OF WORK ADDRESS PHONE NUMBER CONTACT COMPANY NAME TYPE OF WORK _ ADDRESS PHONE NUMBER 21 CONTACT PROJECTS CITY OF CORONA 815 W. 6" Street, Corona, CA 91720 Foothill Transmission Waterline 30" & 24" DIP - $1,438,176.00 Contact: John O'Donnell (909) 739 -4953 Completion: December 8, 1999 - Current CITY OF GLENDORA 116 East Foothill Blvd., Glendora, CA 91741 Sierra Madre Avenue 30" Water Transmission Main - $718,634.00 Contact: Jerius Williams (626)914 -8200 Completion: October 15 — December 31, 1999 CITY OF RIVERSIDE 3900 Main Street, Riverside, CA 92522 Rubidoux Avenue Storm Drain - $1,190,782.00 Contact: Dick Clelland (909) 782 -5889 or Ron Mueller (909) 782 -5913 Completion: October 12, 1999 — February 2000 EASTERN MUNICIPAL WATER DISTRICT PO Box 8300, 2270 Trumble Road, Perris, CA 92570 Winchester Park Area Sewer System - $129,776.00 Contact: Tom Damotte (909) 928 -3777 Completion: August 8 - November 23, 1999 DESERT WATER AGENCY 1200 Gene Autry Trail South, Palm Springs, CA 92264 1998/1999 Replacement Water Pipelines - $845,880.25 / 848,683.19 Contact: Mark Krause or Steve Johnson (760) 323 -4971 Completion: June 21- October 10,1999 RANCHO CALIFORNIA WATER DISTRICT 42135 Winchester Road, Temecula, CA 92589 Temecula Valley H.S. Reclaimed Waterline - $168,747.00 / 247,263.02 Contact: Craig Mapes (909) 676 -4101 Completion: June 14 - August 1999 CITY OF ARCADIA INSTALLATION OF 6" WATERLINE, FIRE HYDRANT AND DOMESTIC SERVICES AT CRYSTAL COURT r nNJTRArT THIS CONTRACT, made and executed this day of 1999, by and between the City of Arcadia, California, herein referred to as "City ", and hereinafter referred to as "Contractor" and "Bidder ". WITNESSETH: City and Contractor do mutually agree as follows: 1. The Notice Inviting Bids, Bid, Specifications and all amendments thereof, when approved by the parties hereto, copies of which are attached hereto, are hereby incorporated in and made a part of this Contract by reference, as though fully set forth herein, and all of the foregoing shall constitute the Contract documents. 2. Contractor agrees to construct the Crystal Court waterline, fire hydrant, and domestic services in the City within the time frame listed on the bid page and shall be completed no later than May 5, 1999 in strict conformance with the Contract documents. 3. City agrees to pay Contractor the amount specified in the Contract documents and in the manner specified therein. 4. Time is of the essence in this Contract. If Contractor should fail to complete the project, as specified in paragraph 2 above, City may give 30 days' written notice to Contractor to complete said work, and if Contractor fails to do so, Contractor shall be liable to City for damages incurred by such failure, including, but not limited to, the price differential to perform the Crystal Court Project in conformance with the Contract documents on the open market from another vendor, with or without advertised competitive bidding. 22 5. Contractor agrees that City is not obligated to make payment until completion of Crystal Court Project, inspection for compliance, and acceptance by the Public Works Services Director or his designee. 6. Contractor shall obtain adequate liability, collision and property damage insurance to cover the work done at the City and all operators thereof at no cost to the City. Such insurance must be approved by the City Attorney and shall remain in effect until written acceptance of the Parking District 1 improvement by the Public Works Services Director. 7. Contractor agrees that in the performance of this Contract, Contractor is an independent Contractor, not an employee, agent or officer of the City. 8. This Contract shall be interpreted, construed and given effect in all respects according to the laws of the State of California. 9. Contractor shall not assign this Contract, or any part thereof, or any monies due or to become due thereunder without prior written consent of City. 10. Contractor shall indemnify and hold harmless the City, and its officers and employees, from and against any and all claims, demands, suits, loss, damage, injury and liability, including costs and expenses incurred in connection therewith, however caused, resulting from, arising out of, or in any way connected with the performance of the Contract, including delivery and unloading of the supplies and equipment. 11. Contractor shall hold the City, its officers, agents, and employees, harmless from liability of any nature or kind, including costs and expenses, for infringement or use of any copyrighted or uncopyrighted composition, secret process, patented or unpatented invention, article or appliance furnished or used in connection with the Contract. 12. Contractor warrants that no gratuities (in the form of entertainment, gifts, or otherwise) were offered or given by the Contractor, or any agent or representative of the 23 Contractor, to any officer or employee of the City with a view toward securing the Contract or securing favorable treatment with respect to any determinations concerning the performance of the Contract. For breach or violation of this warranty, the City shall have the right to terminate the Contract, either in whole or in part, and any loss or damage sustained by the City in procuring on the open market any items which the vendor agreed to supply shall be borne and paid for by the Contractor. The rights and remedies of the City provided in this clause shall not be exclusive and are in addition to any other rights and remedies provided by law or under the Contract. 13. Rights and remedies of City for default: (a) In the event any item furnished by the Contractor in the performance of the Contract should fail to conform to the specifications therefor, the City may reject the same and it shall thereupon become the duty of the Contractor to reclaim and remove the same forthwith, without expense to the City and immediately to replace all such rejected items with others confirming to such specifications; provided that should the Contractor fail, neglect or refuse so to do, the City shall thereupon have the right to purchase in the open market, in lieu thereof, a corresponding item and to deduct from any monies due or that may thereafter become due to the Contractor and difference between the price named in the Contract documents and the actual cost thereof to the City. (b) In the event of the cancellation of the Contract, either in whole or in part, by reason of the default or breach thereof by the Contractor, any loss or damage sustained by the City in procuring any items which the Contractor therein agreed to supply shall be borne and paid for by the Contractor. 24 (c) The rights and remedies of the City provided above shall not be exclusive and are in addition to any other rights and remedies provided by law or under the Contract. 14. Subject to the provisions of this Contract, all terms, covenants, conditions and provisions hereof shall insure to and shall bind each of the parties hereto and each of their respective heirs, executors, administrators, successors and assigns. 15. EQUAL OPPORTUNITY: During the performance of this Contract the Contractor /vendor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. CIVIL RIGHTS ACT OF 1964: Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving federal financial assistance. 16. MINORITY: Minority vendor /contractors are encouraged to bid. Please check if you are one of the following: Black/African- American Hispanic Asian and Pacific Islander American Indian or Alaskan Native Woman Owned Business 25 I (Bidder), Agy- _rTAUT-Velli , certify that all of the above required documents have been completed. I also understand that failure to submit a completed bid package will result in rejection of bid. Printed Name By: City of Arcadia Gary F. Le is ( t Genera ervices Manager 26 LF l y 2006 Date Date GERTIFICA: : '7-.OF LIABILITY '1 INSURAivv DATE (MM /DDY) /Y04/17/00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Schrimmer Cavanagh Ins. Agency P. 0. Box 788 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR La Habra ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CA 90633 -0788 INSURERS AFFORDING COVERAGE INSURED INSURER A: TRANSCONTINENTAL INS GROU MARK TRAUTWEIN INSURER B: TRANSPORTATION INS COMP DBA: TRAUTWEIN CONSTRUCTION INSURER C: AIU 19792 EL RIVINO RD RIVERSIDE CA 92509 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH INSR TYPE OF INSURANCE LTR POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE MM /DD YY DATE MM /DD /YY LIMITS A GENERAL LIABILITY X B1 75174139 12/01/99 12/01/00 EACH OCCURRENCE $ 1 000,000 COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR -- FIRE DAMAGE (Any one fire) $ 50, 000 t I MED EXP (Any one person) $ 1 '000 PERSONAL & ADV INJURY $ 1 , 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO_ PRODUCTS - COMP /OP AGG $ 1 , 000,000 JECT LOC B AUTOMOBILE LIABILITY X ANY AUTO 1075174142 12/01/99 12/01/00 COMBINED SINGLE LIMIT (Ea accident) $ 1 , 000,000 X ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY (Per person) $ X HIRED AUTOS X NON -OWNED AUTOS ILY INJURY accident) $ !PROPERTY DAMAGE accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS LIABILITY BE 3579141 X OCCUR CLAIMS MADE 12/01/99 12/01/00 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND A EMPLOYERS' LIABILITY 0175174125 WC STA7U- pTH- TORY LIMITS EE RR 12/01/99 12/01/00 E.L. EACH ACCIDENT $ 1 000,000 E.L. DISEASE - EA EMPLOYEE $ 1 1000,000 OTHER El, DISEASE - POLICY LIMIT $ 1 , 000,000 A CONTRACTORS EQUIPMENT 81 75174139 12/01/99 12/01/00 SPECIAL FORM, RC 145,000 DEDUCTIBLE 500 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CITY OF ARCADIA IS NAMED ADDITIONAL INSURED. CERTIFICATE HOLDER T I ADDITIONAL INSURED; INSURER LETTER: — CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CITY OF ARCADIA DATE THEREOF, THE ISSUING INSURER WILL EX1MXXU fib MAIL 30 DAYS WRITTEN 11800 GOLDRING ROAD P.O. BOX 60021 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT X01JGX82�GX118$X�XOiX$�X9CDQLL ARCADIA CA 91066fl( D6Ml AC�d�Xd7( kDC ��Xk1�D iXX) EX9(•SX�CX4TYUX�4(X74�X�)QRSC�R XifRl>CDmXXmS, 'EXCEPT 10 DAYS FOR NON PAYMENT OF PREMIUM AUTHORIZED REPRESENTATIVE JOAN S. CAVANAGH ACORD 25-S (7197) © ACORD CORPORATION 1988 State of California C«W,„er CONTRACTORS STATE LICENSE BOARD ABain ACTIVE LICENSE > License Number 745695 Emily I NDI V TRAUTWEIN CONSTRUCTION Business Name classilication(s) A C34 Expiration Bate 02/28/2002 l Apr 20 00 04: 14p qnmm. DEV. DIV. 1321-479173 P.1 CITY OF ARCADIA 240 West Huntington Drive- P.0, Box 60021 *Arcadia, CA 91066 (626) 574-5430 • Fax (626) 447-9173 • Attn: Bus, License office BUSINESS LICENSE APPLICATION -I Mg PlfiQ06 Ch—k Ong � NEW APPLICATION N CHANGE OF OWNER CRANGF OF A0Dnrz55 0 C MANGE OF BUS11i NAME HOME OCCUPATION ❑ rifflail VVIOlesairc savico SArvit'Ali -XV !;moral CoMmoicir Q Sub Conlrootoir 01`171CIAL 1U3rz ONLY IJ Profewlonal ID Property Ownership J ManufaCTi ❑ IndustriAl ❑ Wai ❑ Other 19- - BUSII NEI SS LICENSE 1No. Business Name M 3)EXFI RA TION D ATE — AI let sualri Addr6as 7 Lr- L7=' - - z — FATE TYPE (Cenwtbe A.D. Box lot 40"Xieppl huakwma per Sort or i m4ssa PrOgisions Cm-setllot? Ilms) QUOINIESS TYPE ully Malili Address DATE?AID: 06T: I Business phone zip Business FaX Is your business located In the City of Ai IJ Yes No Start ii Description of Business C-2i. Ownership: ❑ Corporation ❑ Corp-Ltd Liability 13 Partnership Ptinprietar _ ❑ 11i Parknerali State License No. --:2 ody .—License Type Expiration Date Resale No. FEIN No. ^b O SEIN No, Ono -s-h- Owner Name 714y 7 TitIo_Z2age,-'— Phone "URIC Address Cull Phone City state 674t zip Soc Is I Security No. 5j(o.'7 - 4/50 -&,2Z Drivers License No. E -mail No, Owner Name Title Phone j ) Home Address Cell Phone( 'city State Zip - Social Security No. License No. E-mail No. Name Title y Call Phwo Alarm Name Liconse No. City zip 'TYPE OF BU9INE55 EIUSINW04.ICENSE FEE - a I a a I &1,31a r V I c 0 it PIN sni +— VQhICIe ati�A6 VONC103 going to a location In Arcadia W per vehicle Pao aeneral building contractor :Base foo parrvehlole Opecialty,13611ding Contractor, Bass fee per vehicle Prorosatongl per rroli + per employee tit Prop" '01"&rShIp Commarcial, one fee per unit ov twio[2,,-�, 1 ftartments, li too per Unlit ov r C,4 tour (4) P81ruili There is a 100% Pdri On: any. business Operation In the City of Arradla without a maild Ilocri I DCCLAR& UNDER PENALTY OF PERJURY, THAT THE INFORMATION IN TN AP I N S r5a AND CORREC'r. Signature of Owner or RAPV,-t-4mtatIvo! RETURN ENTIRE APPLICATION FORM TOA11i P.O, BOX AND MAKE CHECK PAYABLE! TOTHE CITY OFAI;(;ADIA