Document Anaheim_doc_77d89d3f38

This Specification is used for planning, designing and construction of electrical street light facilities and systems. Specification for Street Lighting Systems City of Anaheim Public Utilities Dept. Electrical Engineering Division 201 South Anaheim Blvd. Suite 701 Anaheim Ca. 92805 Revised: July 2017 ---PAGE BREAK--- ii ELECTRICAL SPECIFICATIONS FOR STREET LIGHTING SYSTEMS This specification has been prepared and is made available for use in the planning, designing, and construction of electrical street light facilities and systems. It applies equally to new construction within established areas as well as new developments that are provided electrical service by the City of Anaheim’s Public Utilities Department. These requirements are subject to updates; therefore, contractors and other interested parties contemplating any action or construction governed by these specifications should ensure they are using the most recent revision. In addition to this specification, all applicable industry standards and rules and regulations of federal, state, and local governmental agencies are in effect. In no instance shall it be directly or indirectly implied that these specifications change or modify the scope or intent of any other applicable documents issued by any governmental agency with jurisdiction in the areas served by this Utility. Any and all questions regarding “areas of conflict” shall be decided in favor of the more stringent of the various rules and regulations in conflict. All modifications and/or deviation from this specification must be approved by Anaheim Public Utilities Department’s T&D Manager or his designated representative. No work may proceed which deviates from the requirements of this document without written authorization from the T&D Manager’s Office. Information concerning any aspect of Anaheim’s street light system requirements may be obtained by contacting: Electrical Engineering Division Public Utilities Department 201 South Anaheim Boulevard, Suite 701 Anaheim, CA 92805 Telephone; (714) 765-5156 Fax; (714) 765-5221 Transmission & Distribution Electric Operations & Manager Customer Support Manager ---PAGE BREAK--- iii INDEX Title Cover & iv List of Attachments……………………………………….v Page 1.00 2.00 GENERAL 3 3.00 THE 4.00 COORDINATION AND COOPERATION………………………………………7 5.00 CONSTRUCTION AND INSTALLATION REQUIREMENTS……………….. 7 5.01 Contractor to Furnish and 7 5.01.01 7 5.01.02 7 5.01.03 8 5.01.04 Surveys and 8 5.01.05 8 5.01.06 Walkways-Roadways…………………………………………... 9 5.01.07 9 5.02 Specification and Working Drawing Requirements……….…………….. 9 5.02.01 9 5.02.02 Spoil 11 5.02.03 Conduit and 11 5.02.04 Cable and 15 5.02.05 16 5.02.06 16 5.02.07 17 5.02.08 Conduit Cleaning and Mandrelling……………………………. 18 ---PAGE BREAK--- iv INDEX Page 5.02 Specification and Working Drawing Requirements (Continued) 5.02.09 Pull 5.02.10 Terminal Plugs and Seals for Conduits……………………………...19 5.02.11 Vaults, Rooms, Enclosures…………………………………………..20 5.02.12 5.02.13 5.02.14 5.02.15 5.02.16 5.02.17 Photo 5.02.18 Light 5.02.19 Mast 5.02.20 6.00 6.01 Electrical Utilities 6.01.01 Inspection 6.01.02 Equipment and Material Requirements……………………………...27 6.01.03 Base Plates and Hand 6.01.04 6.01.05 Inspection Sign 6.01.06 Final 6.01.07 Defective and Omitted 6.01.08 Number ---PAGE BREAK--- v LIST OF ATTACHMENTS Attachment No. Title L 101…………………….Minimum Clearance between Conductors & Street Light Poles L Minimum Clearance between Conductors & Street Light Conductors L Minimum Clearance between Conductors & Street Light Structures. L 102.…………………….Method of providing Clearances With Arm-End Clearance Bracket L 103.……………………Underground Street Light Installation Requirements L 104……………………..Connection Details Underground Street Light Systems L 116……………………..City of Anaheim Design No. 733 Single Arm L 119……………………..City of Anaheim Design No. 736 Single and Double Arm L 121……………………..City of Anaheim Design No. 738 Ananheim Hills Area L 122……………………..City of Anaheim Design No. 739 Anaheim Hills Area L 123……………………..Traditionaire Luminaire Details L 126……………………..Luminaire Rectilinear, H.P.S. Downtown Redevelopment Area L 127…………………….City of Anaheim Design No. 740 Downtown Revelopment Area L 128…………………….Method of Identification- Street Light Marbelite and Metal L of Anaheim Street Light Design No. 742 & 742A ANAHEIM COLONY HISTORIC DISTRICT L 129-3…………………..City of Anaheim Ornamental Luminaire Detail ANAHEIM COLONY HISTORIC DISTRICT L 130…………………….City of Anaheim Street Light Design No. 743 ANAHEIM COLONY HISTORIC DISTRICT L 131…………………….City of Anaheim Street Light Special Design No. 744 ANAHEIM RESORT AREA L 132…………………….City of Anaheim Street Light Special Design No. 745 ANAHEIM RESORT AREA L of Anaheim Street Light Special Design No. 746 ANAHEIM RESORT AREA L 134……………………..City of Anaheim Street Light Special Design No.747 ANAHEIM RESORT AREA L 135………………….…Wood Pole Mounted Cobra Head Luminaire L 136A…………………..Street Light Spacing L 137………………….…High Pressure Sodium Street Light Characteristcs L City of Anaheim Street Light Special Design No. 748 ANAHEIM DISNEY AREA L City of Anaheim Street Light Special Design No. 749 ANAHEIM RESORT AREA L City of Anaheim Street Light Special Design No. 750 ANAHEIM RESORT AREA L 141…………………….City of Anaheim Street Light Design No. 760 ---PAGE BREAK--- vi PLATINUM TRIANGLE AREA L 142…………………….City of Anaheim Street Light Design No. 761 CLEMENTINE STREET L 143…………………….City of Anaheim Street Light Design No. 762 SYCAMORE PINE & JANNSS STREETS L 144…………………….City of Anaheim Street Light Design No. 763 CELL SITE TOP CU 1500-1A (Sh. 1 only)..13”x24” Pull Box and Cover Details CU 1500-3A (Sh. 1&2)…..Underground Trench Details Residential Development CU 1600-4B……………..Excavation for Structures CU 1600-9 (Sh. 1&2)……Protective Posts CU 1600-96H (Sh. 1&2)...Plugging Conduits CO 782 (Sh. 1&2)……..Grounding Materials Ground Rod and Clamps ---PAGE BREAK--- 1 Specification for Street Lighting Systems City of Anaheim Public Utilities Department. 1.00 DEFINITIONS Apparatus: Materials, equipment, and/or machinery associated with the electrical operation of the utility system. CATV: Cable Television System with Related Facilities. City: Whenever the word “City” is used in these Specifications, it shall mean the City of Anaheim, Orange County, CA Contractor: The party responsible for the installation and completion of a particular development and street light system whether it be the owner, leasee, developer, builder, subdivider, or prime contractor. Cover: Any protective covering placed over a structure that provides access to utility facilities. Electrical Engineering Division: The Transmission &Distribution Engineering Division of the Utilities Department of the City of Anaheim. Electrical Utilities Inspector: The Utility representative inspecting installations on the utility side of the meter (not associated with the Building Department of the City). Encased: To encase is to completely surround or cover a conduit with concrete. Facilities: Materials, equipment, apparatus, cables, ducts, vaults, pull boxes, manholes, and all items required to be constructed or installed to permit the operation and provide service by the Electrical Utility. Grout: Uniform and “Finished” smooth concrete over the street light base bolts to the street light body Job: A specific section or the entire section of a street light system under construction. Joint Job: A “job” where two or more contractors have joined forces, by agreement, to provide specific portions of the job. ---PAGE BREAK--- 2 Joint Trench: A trench which will be used by two or more parties such as power, telephone, and C ATV. Structure: A collection of inter-related components; such as; foundation, pull box, street light pole or conduit system. Subcontractor: A contractor, construction crew, or supplier who reports to and is responsible to the contractor. Substructure: A structure, including conduits, pull box or vaults, which is partially or completely below grade level for the purpose of containing, pulling, installing, splicing, and terminating electrical cables, or installing equipment and apparatus. Also, other underground facilities; such as; water, gas, sewer, etc. Utility: The Public Utilities Department of the City of Anaheim. Working Drawings: Those drawings which indicate locations, quantity and type of apparatus. In these Specifications, working drawings shall always mean approved drawings which have been signed or initialed by the engineer of record. ---PAGE BREAK--- 3 2.00 GENERAL INFORMATION 2.01. Contractors shall contact the Public Utilities T&D Division office at the earliest possible time for the purpose of obtaining specifications, working drawings, and to establish communications regarding proposed developments. Anaheim West Tower, 201 S. Anaheim Blvd., 7th Floor Anaheim CA 92805 Phone (714) 765-5156 FAX (714) 765-5221 2.02. The Electrical Utilities Inspector is the coordinator of utility field construction activity and shall be contacted by telephone or fax at: Utility Service Center, 909 E. Vermont Street, Anaheim CA 92805 Phone (714) 765-6846 FAX (714) 765-6996 or (714) 765-6851 2.02.01 The Electrical Utilities Inspector will require the following information at least ten (10) normal working days prior to the proposed start of any job. Contractor's name, address, and telephone number. Name of contractor's field superintendent or foreman. All field office locations, telephone and fax numbers. Name, address, telephone and fax numbers of all applicable subcontractors. 2.02.02 The Electrical Utilities Inspector must be advised at least two normal working days prior to any excavation and backfilling operation. 2.02.03 The Electrical Utilities Inspector must be advised at least two normal working days prior to any conduit rodding or mandrel pulling. ---PAGE BREAK--- 4 2.03. The Electrical Utilities Inspector will enforce these Specifications and other rules and regulations which are applicable to the job. He will cooperate with, and coordinate actions of other City personnel with jurisdiction relating to the job. The Electrical Utilities Inspector is not responsible for the enforcement of rules and regulations of other agencies or City departments. 2.04 Final approval by the Electrical Utilities Inspector of each job segment, as well as final approval of the total installation, must be obtained before an installation will be considered completed and released for electrical service. A Street Light Card (Form EL -18) shall be completed for each standard and luminaire. A sample of Form EL - 18 can be found in the Appendix. 2.05 Each segment of the job, each structure, all apparatus and accessories, and all contractor/subcontractor work shall meet or exceed the requirements of the Utility, the City, and other applicable codes, rules and regulations, including CAL/OSHA. 2.06 All construction and apparatus shall be as shown on working drawings. 2.06.01 Each working drawing shall indicate the structures, apparatus and facilities to be installed by type and quantity. 2.06.02 Each working drawing shall indicate the location of all structures, apparatus, and facilities. 2.06.03 Minor deviations to the indicated location of structures, apparatus, and facilities may be allowed when approved by the Electrical Utilities Inspector. 2.06.04 Major deviations to specified location of structures, apparatus, and facilities must be approved by the Electrical Engineering Manager or his authorized representative. 2.06.05 When the working drawings and these specifications are in conflict, the working drawings shall prevail, when approved by the Electrical Utilities Inspector. 2.06.06 When the working drawings are not specific, these specifications, as interpreted by the Electrical Utilities Inspector, shall prevail. 2.06.07 Any deviations to working drawings shall be noted in red on the Electrical Utilities Inspector's copy of the drawings and initialed by the authorizing T&D Division employee. Upon completion of the installation, these marked copies shall be ---PAGE BREAK--- 5 termed "recorded drawings" and shall be forwarded to the designer or engineer of record. 2.06.08 Working drawings prepared by the contractor andsubmitted to the Utility for approval may include facilities and apparatus for other than street lighting systems. Utility approval of these drawings does not imply approval of anything other than T&D Division portions of the drawings. All questions regarding facilities other than T&D Division installations shall be referred to the parties concerned. 2.07 Each structure, facility, or piece of apparatus installed shall conform to details as indicated on the appropriate Electrical Division construction standards. 2.07.01. Contractor requests submitted in writing for deviations from these specifications will be considered and acted upon by the Utility. All deviations to these specifications must be approved in writing by the T&D Manager or designated representative prior to any performance of work involving the deviation. 2.07.02 Requests for deviation from this specification which may cause the Utility to incur additional expense may not be considered unless an accounting of costs and a negotiated settlement has been approved by the T&D Manager or their authorized representative. 2.08 The T & D Designer will provide routing and location of all new and existing street light circuits. Contractor shall contact Dig-Alert USA (1-800- 277-2600) to have all existing utilities located and marked in the construction path at least 48 hours prior to starting work. 2.9 Existing street lights designated for replacement shall be maintained operable by the contractor until new the street light system is installed and energized. 3.00 THE CONTRACTOR The Contractor shall: 3.01 Assume full responsibility and liability for the job. 3.02 Take care to prevent damage to existing properties and improvements, both public and private. ---PAGE BREAK--- 6 3.03 Be responsible for repair, replacement, restitution, relocation and/or corrections to the City facilities when damaged due to failure on his part to provide supervision and control of construction equipment and personnel, provided the Contractor is qualified to make repairs as determined by the City. The repair will be under the direction of a representative of the City. If the Contractor is not qualified to make repairs, the City will repair the damage and the Contractor will be billed for the City's expense. 3.04 Be solely responsible for the determination of all obstructions which will affect his ability to complete the job as scheduled. This requirement includes all obstructions, known or unknown, by the Utility, and whether or not they are included on Utility-furnished drawings. 3.05. Possess appropriate, valid State of California Contractor License. 3.06 Possess appropriate, valid City of Anaheim Business License. 3.07 Obtain all applicable permits and pay required fees. 3.08. Observe all applicable codes, rules, regulations, and ordinances, including CAL/OSHA. 3.09 Provide, install, set, maintain, and remove all safety equipment as required (Example: Barricades, lanterns, shoring). 3.10 Provide adequate supervised help and equipment for each task of the job. 3.11 Erect temporary protective barricades around electrical system substructures at the time the substructure is installed. These barricades shall be maintained during the construction process and removed when the job is completed. 3.12 Keep good records relating to deviations of the working drawings and these specifications. 3.13 Provide supervision over and coordinate activities of the various subcontractors on the job. 3.14 Remove all street markings upon completion of construction. 4.00 COORDINATION AND COOPERATION 4.01 The Contractor shall work with Utility personnel to coordinate activities, to determine locations of various apparatus and to alleviate conflict on the job. ---PAGE BREAK--- 7 4.02 The Electrical Utilities Inspector is responsible for coordinating all Utility field activities with the activities of Contractor crews. It is mandatory that the Contractor and the Electrical Utilities Inspector establish and maintain good communication. 4.03 The Contractor may be charged for time, equipment costs, and material expenses or utility crews which are expended due to avoidable delays and lack of a coordinated, cooperative effort on the part of the Contractor. 4.04 Inspection of completed trenches and associated excavations is required prior to the installation of facilities and equipment. 4.05 The Contractor shall contact Underground Service Alert of Southern California at: 1-[PHONE REDACTED], at least 48 hours before any excavation. 5.00 CONSTRUCTION AND INSTALLATION REQUIREMENTS 5.01 Unless otherwise specified on working drawings or by Master Agreement, the contractor shall, at no cost to the City, furnish and provide the following items as specified: 5.01.01 Permits - All applicable/required permits must be obtained prior to the start of any job. 5.01.02 Fees - All applicable/required fees must be paid or otherwise accounted for prior to the start of any job which requires them. Inspection - Reference Anaheim Municipal Code Section 17.08 Compaction - The payment of independent laboratory testing expenses as may be required in Paragraph 5.02.07(c) (page 18) and shall be paid by the Contractor. Miscellaneous - As maybe required. 5.01.03 Easements: Provide easement drawings as necessary for filing and recording the easement with the County Clerk. 5.01.04 Surveys and Staking: Surveys of area improvements such as property lines, corners, finish grade, etc. necessary for determining ---PAGE BREAK--- 8 the proper location of electrical facilities shall have been completed and the area adequately marked prior to the start of any work. Destroyed or otherwise obliterated markings, which, in the opinion of the Electrical Utilities Inspector, do not adequately define location and/or grade, at the time of street light facility installation, shall be reworked prior to the start of the job under consideration. Erroneous or faulty markings which do not indicate true location or final grade, especially in sloped or terraced areas, that are detected after street lighting facilities have been installed may result in a rejection, by the Electrical Utilities Inspector, of the entire job. If this should happen, the Contractor shall rework the affected areas so that it will agree with working drawings. 5.01.05 Grading: All areas where street lighting facilities are to be installed shall, prior to the start of a job, be rough graded, at all points, to within plus four and minus zero inches of final grade. 5.01.06 Walkways-Roadways: Adequate walkways and/or roadways around or over excavations, when required to facilitate public traffic, and to allow entrance into adjacent properties. 5.01.07 Facilities: All necessary facilities associated with a street lighting job. 5.02 When required, the following items shall be furnished or performed by the Contractor in accordance with the specification and working drawings: 5.02.01 Excavations: ---PAGE BREAK--- 9 Excavations shall be fully protected against hazard to workers and the general public.The Utility reserves the right to specify protective measures, when in the opinion of the Electrical Utilities Inspector inadequate protective measures are being taken by the Contractor. The Contractor shall immediately comply with all safety measures reported by the Electrical Utilities Inspector. All excavations shall be true to the layout as indicated on approved working drawings. Trench and other excavation bottoms shall be stable, brought to a uniform grade at the proper depth with a soil compaction which meets the standards and has the approval of the Electrical Utilities Inspector. Trench bottoms shall not have soft spots, unnecessary depressions, or abrupt changes in grade which, in time, could cause damage to conduit and /or cable. Areas where moisture could possibly accumulate within conduit shall be avoided where possible. Where localized conditions dictate, rocks and other conduit or cable damaging material shall be removed to a depth of six inches below the specified trench depth. (Examples are: sharp, jagged rocks; broken concrete; and landfill material.) When this condition exists, the "sub-base" shall consist of crushed rock or select backfill material as approved by the Electrical Utilities Inspector. Trenches shall be located with center lines as shown on the working drawings and / or construction standards. Widths - Unless otherwise specified, trenches for conduit shall have a minimum width of six inches. Minimum widths for all excavations shall extended from grade level to the bottom of the excavation including subbase requirements. ---PAGE BREAK--- 10 Depth - The minimum depth of all excavations shall be determined by adding all individual minimum depths, in a line, as shown on working drawings and /or construction standards and /or as required by this specification. Minimum depths must include areas for shading and drainage materials. All depth measurements shall be measured from finish grade level. Normal depth of trench for City street lighting conductors is 24 inches from finish grade to top of conduit. All excavations, once opened, shall be adequately protected from damage and shall be maintained free of debris until closed. All excavations for equipment substructures, which are open at the bottom or have drainage or weep holes in them, shall have a sub-base of clean crushed rock to facilitate drainage. This sub-base of clean, crushed rock shall have a minimum thickness of six inches. The clean, crushed rock sub-base shall extend from edge to edge of the total excavation, and shall be in place prior to the installation of precast substructures. Cushioning of conduit. A three (3)inch layer of approved loose soil, select back fill material or sand shall be placed on the bottom and sides and six inches over direct buried conduit in a trench for the purpose of protecting and cushioning the conduit during backfill and compaction operations. When crossing under a street dedicated to the City of Anaheim, all supply ducts including street light shall be either PVC schedule 80 concrete-encased, or galvanized steel. When encasement is required, conduit shall be restrained to prevent floatation and to maintain separation. Encasement materials shall consist of concrete mixes approved by the Electrical Utilities Inspector (concrete shall be Class A, five sack mix - minimum). A copy of the concrete delivery receipt ---PAGE BREAK--- 11 showing the mix formula shall be provided to the Inspector. 5.02.02 Spoil Soil: All spoil soil from excavations of less than five feet depth shall be placed at least 12 inches from the nearest edge of the excavation. (Refer to the California Department of Industrial Relations Construction Safety Orders, Article Section 1540-F). 5.02.03 Conduit and Fittings: Conduit shall be installed: 1. Where indicated on working drawings. 2. Where the repair and replacement of cable would be extremely difficult without the conduit. 3. Under concrete sections exceeding four feet in the direction of crossing. 4. Horizontal riser conduit shall run a minimum of ten (10) feet from the vertical riser section. 5. On all street crossings. 6. Where localized conditions indicate a need for the protection of the cable. Acceptable conduit shall meet or exceed the following minimum standards: 1. Conduits installed for street lights shall be minimum 2” PVC schedule 80. Exception: For installation under any vehicular traffic area, such as street crossing, drive way, or traffic lanes use hot deep galvanized steel or concrete encased PVC. 2. Gray PVC (Schedule 80) conduit has the minimum specifications acceptable as conduit for riser bends and for the first eight feet of a riser above grade. ---PAGE BREAK--- 12 3. Gray PVC (Schedule 40) conduit is acceptable for use as a riser above the eight foot elevation. 4. Use of all other types and sizes of conduits are subject to approval by Utility Inspector/Designer. 5. METHOD OF INSTALLATION Open trenching and directional boring are both acceptable methods for installation of street light conduits. Upon approval by utility inspector/designer, the street light conduit can be installed via the directional boring or open trenching based on site condition. The CONTRACTOR shall be responsible for coordinating with residents / businesses and determining possible field obstructions prior to proceeding with the appropriate conduit installation method. The conduit installation shall conform to depths and alignments as specified in the Electrical Specifications, Construction Standards and job drawings regardless of what conduit installation method is utilized. All conduit is subject to utility approval. The Electrical Utilities Inspector may select random samples, of an appropriate length (up to five feet), for testing and evaluation. Conduit which is found to be defective in any way or which is determined inadequate for the job shall be rejected by the Electrical Utilities Inspector and replaced by the Contractor. All conduit shall be "new" (unused) when installed. No material labeled as "pipe" shall be used as conduit. All conduit shall be sized per the working drawings. ---PAGE BREAK--- 13 All conduit shall be carefully aligned (restrained when necessary) to assure proper separation and grade. Some "snaking" of the conduit will be allowed as determined acceptable by the Electrical Utilities Inspector. Conduit runs of greater than 40 foot length, which do no have conductors installed, shall have pull ropes installed. Conduit runs with major sweeps and bends which are greater than 20 feet, total length and do not have conductors installed, shall have pull ropes installed. All bends and major sweeps shall be accomplished with appropriate fittings. No conduit shall be bent or stressed beyond the manufacturer's ratings. PVC conduit shall be supplied by manufacturers approved by the T&D Manager or his authorized representative. Contractor-proposed conduit for use on utility systems which is not PVC or steel, shall meet standards which are issued with the Utility's approval of the proposed conduit. Minimum cover over all conduit shall be 24 inches. All conduit runs which have less than 24 inches of cover shall be approved by the engineer of record, and may require encasement or other method of protection. All conduit runs shall terminate within suitable substructures. Conduit termination's shall be grouted into the substructure wall. Suitable, approved end bells shall be installed on the ends of each conduit run. All conduit accessory items such as end bells, couplings and expansion joints shall be manufactured of the same material composition as the conduit, or shall be as recommended by the ---PAGE BREAK--- 14 manufacturer of the conduit and approved by the T&D Manager or his designated representative. Standard procedures for installation of conduit shall be as follows: 1. Conduit shall not be left exposed in an open trench longer than absolutely necessary. 2. In transporting long of conduit, provisions shall be made to support its full length. 3. Backfilling operations shall always begin near the mid-point of each conduit run and work both ways toward each end or as agreed to by the Electrical Utilities Inspector. 4. Conduit shall not be cut to length at the terminal points until backfilling operations are completed and contraction or expansion of the conduit run has stabilized. The following procedures apply to non-metallic conduit: 1. Conduit to be stored in excess of two weeks shall be protected from the harmful effects of the sun. 2. Conduit shall not be stacked higher than 42 inches for storage. 3. All fittings to be joined shall be exposed to the same temperatures for an appropriate period of time. 4. When plastic conduit and fittings are to be joined, make certain all foreign matter has been wiped from both parts at the joint. Apply a liberal and uniform coat of cement to the male mating zones. Slip conduit into the fitting with a slight twist until it bottoms. Hold the joint from 15 to 60 seconds, ---PAGE BREAK--- 15 according to temperature, so that the conduit does not push out of the fitting. 5. Do not twist or drive the conduit after the initial thrust, cure joined members for at least five minutes before handling. Wipe off excessive solvent that is left on the outer shell of the conduit. Use only solvents and /or cements furnished or recommended by the manufacturer of the conduit. Always cut straight and deburr ends which are ragged. In cases where a joint is made under stress due to misalignment, bends, or other factors, the joint must be securely held so as to relieve stresses during the necessary curing time and /or until backfilled or encased. 5.02.04 Cable and Wiring: Cable: 1. No. 6 CU type THHN-THHW Building Wire may be used for 120V or 240V underground circuits in conduit, unless other cable is called for on the working drawing. All street lighting conductors, excepting neutrals, shall be black in color. Excavations and trenching shall be constructed as shown on the working drawings and /or construction standards. Cable installed in conduit shall not have splices other than at approved splice or termination points. All splices must be inspected and approved by the Electrical Utilities Inspector. Locator stakes shall be placed at each location where conductors have been "stubbed out". Locator stakes shall extend at least two feet above finish grade and shall be permanently marked "Street Light Conductor". Unless otherwise specified on approved working drawings, light standards shall be wired with black, ---PAGE BREAK--- 16 THHN, THHW, insulated #14 AWG, stranded (#10 AWG maximum) wire. 5.02.05 Substructures: Precast cable boxes , splice boxes, vaults, or manholes are acceptable for use on electric utility jobs within the City of Anaheim. Pull boxes shall be installed as indicated on the working drawings and shall be installed with covers at curb and /or sidewalk grade level. Concrete pull boxes shall be approved by the Utility. All covers shall be marked "Street Lights". Pull boxes shall be per Anaheim Construction Standards and job drawings. Other type of pull boxes are not acceptable unless otherwise approved by Anaheim Electrical Utilities Inspector or Electrical Engineering. Each cable box, splice box, vault or manhole shall include accessories and facilities in conformance with requirements set forth on the working drawings. 5.02.06 Backfill: Backfill operations shall not be started without prior notice and approval of the Electrical Utilities Inspector. Backfill operations must be inspected by the Electrical Utilities Inspector. Backfill shall be placed in excavations per the applicable Electrical Utility's construction standard. Backfilling operations shall be completed within 24 hours of the placement of cable and /or conduit in the trench. Select backfill material shall consist of earth, sand, or a mixture thereof which is capable of passing through a one-eighth (1/8) inch screen and which is ---PAGE BREAK--- 17 capable of being compacted to the requirements of applicable Electrical Utility construction standard. Cushioning material shall consist of select back-fill material which does not easily compact, but which will act as a protective barrier around direct-buried cables. All backfill material must be approved by the Electrical Utilities Inspector prior to being placed in an excavation. Standard backfill material shall contain no rocks which have a cross section in any plane larger than three inches. Select backfill material shall be hand placed adjacent to all conduit surfaces. Trenches shall be free of debris prior to and during all backfilling operations. Contractors shall provide adequate supervised help during all phases of the backfilling operations. 5.02.07 Compaction: Trench bottoms and substructure footings shall be compacted in accordance with applicable Electrical Utility construction standards and shall meet or exceed the requirements set forth by the City of Anaheim Public Works Department. Trench compaction shall be performed in a manner such that it will not damage cable, conduit or other subsurface structures. When, in the opinion of the Electrical Utilities Inspector, compaction appears to be unacceptable, compaction tests shall be made by a soils testing laboratory which has been approved by the Electrical Engineering Manager or their authorized representative. This compaction testing shall be paid for by the contractor. 5.02.08 Conduit Cleaning and Mandreling: ---PAGE BREAK--- 18 (Before the Contractor installs conductors in the conduit) After backfilling and compaction of a trench containing conduit, the Contractor shall clean the conduit runs by rodding or by pulling a brush, approved by the Electrical Utilities Inspector, through the conduit. Conduit runs must be clear of excess dirt, debris, burrs or other obstructions which could hinder or damage the cable when pulling. After cleaning the conduit, the Contractor shall pull an approved mandrel through each conduit run to show its capability to accept the proposed cable. 1. The mandrel shall be approved by the Electrical Utilities Inspector. 2. The mandrel shall have an outside diameter (OD) which is one-fourth (1/4) of an inch less than the inside diameter (ID) of the conduit. 3. The mandrel shall be of a type and have a length which is adequate to simulate the proposed cable for the installation. All cleaning and mandreling operations shall not be performed without prior approval by the Electrical Utilities Inspector. Obstructions in duct runs which cannot be removed to the satisfaction of the Electrical Utilities Inspector or which will not allow the specified mandrel to readily pass through the conduit, shall require that the Contractor replace that portion of the conduit run before final approval and acceptance of the job. Immediately after mandreling and Electrical Utilities Inspector's approval, the Contractor shall install pull ropes and seal all conduit openings. 5.02.09 Pull Ropes: Shall be manufactured from either polypropylene, polyethylene or other material approved by the Utility. ---PAGE BREAK--- 19 May be either braided or twisted. Must consist of a minimum of three strands. Shall have a minimum diameter of three-sixteenths (3/16) of an inch. Shall have a minimum tensile strength of 700 pounds. Shall be "new" when installed. Shall be continuous for each run and shall extend three feet beyond each end of each conduit run. Extensions shall be looped back into the conduit and secured in place for easy retrieval at a later date. 5.02.10 Terminal Plugs and Seals for Conduits: After mandreling operations and installation of pull ropes have been completed, all conduit termination's shall be sealed against the entrance of foreign matter and rodents as shown on Construction Standard CU 1600-96H . 5.02.11 Vaults, Rooms, Enclosures: Some street light work may require installation of conduit/cable to vaults or similar facilities. All vaults, or similar type of enclosures used to house electrical equipment, whether above of below ground, shall be as indicated on approved working drawings. All details of construction, material, safety, equipment , and ventilation shall comply with all applicable City, state, and federal regulations, code and requirements; especially those which are stated in the California Occupational Safety and Health Act (CAL/OSHA). National Electrical Code. In system installations involving vaults, rooms, or enclosures, all Contractors shall review the proposed installation with the City's T&D Division prior to starting any construction. ---PAGE BREAK--- 20 5.02.12 Barriers-Walls: All electrical equipment and substructures shall be temporarily protected during the construction period by the installation of temporary barriers similar to the one shown on Construction Standard CU 1600-4C. Barriers shall be removed at the end of a project by Contractor. Wherever vehicular traffic is possible in close proximity to electrical equipment, special protective posts shall be installed in accordance with Construction Standard CU 1600-9 and details shown on the working drawings. 5.02.13 Grounding: Grounding is required at each light standard per CO 782. Grounds rods shall be 5/8" x 8' copper-weld rod and driven into the soil. 1. Ground rods shall not extend above the bottom of the light standard access door opening. 2. Ground rods shall have an electrical bond to the base of the light standard AWG CU. minimum) or as specified on approved light pole standards. Where ground rods are impractical and approval has been granted by the Electrical Utilities Inspector a ten (10) foot minimum coil of bare copper wire buried at least three inches beneath the concrete foundation may be substituted for the grounding rod providing the following minimum specifications are met: 1. #4 AWG solid bare copper wire minimum (cover with soil before concrete is poured). 2. Fifteen (15) feet minimum overall length. ---PAGE BREAK--- 21 3. Proper bond to the light standard base (minimum #6 copper). 4. Installed in a prescribed and acceptable manner - not a part of foundation, and minimum cover of three inches of soil between foundation and copper coil. 5.02.14 Foundations Size-shape 1. Foundations shall conform to the T&D Division Construction Standards (see attached drawings L-116 through L-131 2. When construction conditions dictate and approval has been obtained from the Electrical Utilities Inspector, "odd" shaped foundations may be allowed provided they will support the lighting standard adequately. Round foundations shall have the following minimum dimensions: Diameter - 30 inches, Depth - 54 inches Material 1. Foundations shall be constructed per Section 201 and 307 of Standard Specifications for Public Works Construction (green book), American Public Works Association and Associated General Contractors of California. Concrete shall be Class 560-C- 3250. Foundations shall "cure" for at least three full days (72 hours) prior to erection of light standards. Anchor Bolts 1. Anchor bolts are normally supplied by the light standard manufacturer; however, in all instances they must be included and conform to Electrical Utility's Construction Standards (see attached drawings). ---PAGE BREAK--- 22 2. Anchor bolts shall be held in place during construction of the foundation by a template with hole spacing equivalent to the hole arrangement of the light standard base. Templates shall be in good condition and made of a substantial quality material (3/4" plywood or equivalent) which will not bend, warp, or give to an extent that hole alignment could be affected. Grouting After the light standard has been placed on the foundation, it shall be leveled / plumbed to specification (by use of leveling nuts). After the light standard is in place per specification, the light standard base shall be "grouted" to the foundation. Grouting shall be as follows: 1. Uniform and "finished" smooth concrete. 2. Conform to the slope and grade of adjacent curbs and sidewalks slope normal). 3. Unless otherwise specified on drawings, grout forms shall be 24" x 38", extending to the curb; or, behind sidewalk, 24" x 24", extending to sidewalk. 5.02.15 LUMINAIRES - the following are City of Anaheim approved luminaires, unless indicated in the job drawings otherwise: DOWNTOWN REDEVELOPMENT AREA (Design No. 740) Rectilinear luminaire - aluminum housing with approved City of Anaheim gray paint finish, sharp cut-off lighting distribution, with photoelectric receptacle and reactor (NPF) ballast. For luminaires manufacturer catalog number(s) check with Electrical Systems Designers, Anaheim stock code numbers: E474045M and E474050M. ANAHEIM ARENA (The Pond) ---PAGE BREAK--- 23 (Design No. 740) Katella Avenue in the vicinity of Douglas Street. Rectilinear luminaire - aluminum housing with approved City of Anaheim gray paint finish, sharp cut-off lighting distribution, with photoelectric receptacle and reactor (NPF) ballast. ANAHEIM COLONY HISTORIC DISTRICT (Design No. 742, 742A & 743) Residental streets within area bordered by North Street, East Street, South Street and West Street. Flame design luminaire. For luminaires manufacturer catalog number(s) check with Electrical Systems Designers, Anaheim stock code numbers: E474195M and E474200M. ANAHEIM RESORT AREA (Design No. 744, 746, 747, 749 & 750) Resort Area - Harbor Blvd. from Orangewood Ave. to Ball Road. Green Cobra Head luminaire mounted on a green steel decorative pole. For luminaires manufacturer catalog number(s) check with Electrical Systems Designers, Anaheim stock code numbers: E474240M, E474245M and E474275M. ANAHEIM HILLS/SANTA ANA CANYON AREAS (Design Nos 738 & 739) Traditionaire luminaire, cast aluminum with solid state photoelectric control, and reactor (NPF) ballast. For luminaires manufacturer catalog number(s) check with Electrical Systems Designers, Anaheim stock code numbers: E474015M and E474040M. ANAHEIM DISNEY AREA (Design No. 748) Special luminaire, cast aluminum with globe, “Mickey Mouse” Decoration final around Disneyland for lunimaire manufacturer catalog number(s) check with Electric System Designers, Anaheim Stock Number: E474255M ANAHEIM PLATINUM TRIANGLE AREA ---PAGE BREAK--- 24 (Design No. 760) Special flat top luminaire to reduce glare with galvanized steel pole. For luminaire manufacturer catalogue number check with Electric System Designers, Anaheim Stock Code Number: E474285M CLEMENTINE STREET (Design No. 761) Special design for Clementine Street to match the look of retired luminaire. For luminaire manufacturer catalogue number check with Electric System Designers, Anaheim Stock Code Number: E474280M All Other City Areas (Designs Nos 733 & 736) Cobra head luminaire assembly with type of ballast as shown, high pressure sodium, 90 degree cut-off with photoelectric receptacle. For luminaires manufacturer catalog number(s) check with Electrical Systems Designers for Anaheim stock code numbers: E474215M and E474220M. 5.02.16 LAMPS - High pressure sodium, mogul base, shall be furnished and installed accordingly in each luminaire as follows: Wattage Initial Lumens ANSI Code No. Finish Rated Life 100 9,500 S54 clear 24,000 200 22,000 S66 clear 24,000 250 30,000 S50 clear 24,000 5.02.17 PHOTO CONTROL - The following units are approved by the City of Anaheim: Manufacturer Voltage Model No. Type City Stock Code Numbers Dark to Light 120 D120-1.5-ST twist lock E468125 Dark to Light 240 D240-1.5-ST twist lock E468130 Dark to Light 120 DB120-1.5-ST button E468005 Dark to Light 240 DB240-1.5-ST button E468010 5.02.18 LIGHT STANDARDS - Light standards shall be as specified on approved working drawings and shall conform to Electrical Division ---PAGE BREAK--- 25 Construction Standards (see attached Street Light Drawings). 5.02.19 MAST ARMS (for mounting on wood poles) All mast arms shall be eight foot up sweep. Inwesco Drawing #50A70 or approved equal as determined by the T&D Manager. 5.02.20 FUSES - The Contractor shall not install, but shall supply to the City, fuses of the specified type and quantity. Each underground- served multiple street light standard shall be installed with fusing. Fuse holders shall be installed by the Contractor and shall be: Manufacturer Fuse Holder Boot Fuse Size Operation City Stock Code Numbers Bussman “TRON” HEB-AB 1A0512 (2ea.) 13/32"x1-1/2" 120 volts E556535 Bussman “TRON” HEX-AB 1A0512 (4ea.) 13/32"x1-1/2" 240 volts E556540 Individual Unit Fusing for 120 volt operation shall be provided for the following 120 volt, multiple connected, high pressure sodium luminaires: Lumens Luminaire Wattage Luminaire Amps 5,800 70 10 9,500 100 10 22,000 200 15 30,000 250 20 Individual Unit Fusing for 240 volt operation, one fuse per leg shall be provided for the following 240 volt, multiple connected, high pressure sodium luminaires. Lumens Luminaire Wattage Luminaire Amps 5,800 70 10 9,500 100 10 22,000 200 10 30,000 250 15 6.00 INSPECTIONS 6.01 All street lighting installations are to be inspected by the Electrical Utilities Inspector. Requests for inspections shall be made at least 24 hours in advance of the time actual work is to be performed. The Contractor shall be responsible for notifying the Electrical Systems Division when such work ---PAGE BREAK--- 26 is ready for inspection. Should work be covered without inspection and approval, it shall, if so ordered, be uncovered at the Contractor's expense. 6.01.01 Inspection Requests - The street lighting installations shall be inspected by the Electrical Utilities Inspector at the following specified times: When foundations are excavated, grounds are installed and templates with rods and anchors assembled. When luminaire, photo control and standard have been assembled, but prior to erection. When standards are plumbed and bonded, but prior to grouting. 6.01.02 Equipment and Material Requirements - All equipment and material that the Contractor proposes to install shall conform to the specifications and the street lighting plan as provided by the T&D Division. A list of substitute equipment and materials that the contractor proposes to install shall be submitted in writing to the T&D Division for approval prior to installation. It is the Contractor's responsibility to obtain written approval of such substitute equipment and to provide the Inspector with a copy prior to inspection. In all cases, the judgment of the Electrical Engineering Manager or his authorized representative shall be final as to whether all materials furnished conform to these specifications. 6.01.03 Base Plates and Hand Holes - Final inspection upon completion of job. All base plates or hand holes are to be left loose or open after connections are made for final inspections. 6.01.04 Excavations - Excavations ( Paragraph 5.02.01) 6.01.05 Inspection Sign Off - ---PAGE BREAK--- 27 Each inspection shall be signed by the Electrical Utilities Inspector when all requirements have been met. 6.01.06 Final Approval - Final approval will be made if all inspections have been signed. The inspections shall not relieve the Contractor of any of his obligations to fulfill his work in accordance with the plans and specifications. 6.01.07 Defective and Omitted Work - All details, defective work, omitted work and unsuitable construction materials shall be corrected immediately so final approval can be granted. 6.01.08 Number Tags – Electrical Utilities Inspector shall install number tags, in accordance with Construction Standard L128, on all approved new street light standards, including traffic signal standards equipped with luminaires. ---PAGE BREAK--- 28 ---PAGE BREAK--- 29 APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : FIELD MGR OPER. MGR T&D CONSTRUCTION STANDARDS MINIMUM CLEARANCE BETWEEN CONDUCTORS AND STREET LIGHT POLES L101 REV2 2 01-08 2 2 L 101 A SPAN 0-150 FT. 151-200 FT. 201-250 FT. 251-300 FT. OVER 300 FT. 3'-0" 3'-8" 4'-0" 5'-6" 6'-0" 6' 4' 12' ABOVE 20kV 7.5 - 20kV 0 - 750V 750 - 7.5kV 2' 0-750V 750-7.5kV 7.5-20kV 6' NOTES: 1. NO SPECIFIED CLEARANCE IS REQUIRED IF THE STREET LIGHTING POLE IS NON-CLIMBABLE AND THE CABLE IS SUITABLY INSULATED AND MECHANICALLY PROTECTED. 2. MAY BE REDUCED TO 4' IF TELEPHONE POLE IS OVER 6' (42") FROM ST. LT. CONDUCTOR. 3. THIS ALSO APPLIES TO THE CLEARANCE OF A TELEPHONE CABLE FROM THE CENTER LINE OF THE ELECTROLIER. IT MAY BE REDUCED TO 15" WHERE THE TWO POLES ARE LESS THAN 10" APART. 4. IF STREET LIGHT POLE IS LOCATED WITHIN 10' OF POWER POLE DIMENSION CAN BE 4'-2" AND 6'-0" REGARDLESS OF SPAN. 5. IF STREET LIGHT POLE IS LOCATED WITHIN 10' OF POWER POLE, DIMENSION CAN BE 3 FT. REGARDLESS OF SPAN. RENAMED FROM L 101-1 UNDERGROUND SERVICE ---PAGE BREAK--- 30 SCOPE: THIS STANDARD SHOWS MINIMUM CLEARANCE BETWEEN CONDUCTORS AND CONDUCTORS PER G0.95 TABLE 2 ABOVE 20kV 750 - 20kV 0 - 750V 4' RADIALLY TEL. 0-7500V 750-7500V 750-20kV 0-750V OVERHEAD SERVICE APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : MINIMUM CLEARANCE BETWEEN CONDUCTORS AND STREET LIGHT CONDUCTORS L 101-1 REV 1 1 01-16 1 1 L 101-1 IDENTIFIED DISTANCE IS FROMTHE LOWEST POINT OF MAIN CONDUCTOR OVER STRUCTURE TO THE HIGHEST POINT ON STRUCTURE OR STRUCTURE CABLE. * * * * ABOVE 20kV MINIMUM VERTICAL AND RADIAL SEPARATION AT ALL LOCATIONS NON-CLIMABLE UNATTACHED CONDUCTOR TO CONDUCTOR 2' 4' 8' 2' 4' 8' ---PAGE BREAK--- 31 ABOVE 22.5kV 750 - 22.5kV 0 - 750V 750 -22.5kV 0-750V 750-22.5kV NOTES: 1. MAY BE REQUIREDFOR GROUND CONDUCTOR RENAMED FROM L 101-1 APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : MINIMUM CLEARANCE BETWEEN CONDUCTORS AND STREET LIGHT STRUCTURES L 101 - 2 REV 1 1 01-16 1 1 L 101 - 2 IDENTIFIED DISTANCE IS FROMTHE LOWEST POINT OF MAIN CONDUCTOR OVER STRUCTURE TO THE HIGHEST POINT ON STRUCTURE OR STRUCTURE CABLE. * * * * * +22.5kV 750-22.5kV MINIMUM VERTICAL AND RADIAL SEPARATION AT ALL LOCATIONS NON-CLIMABLE UNATTACHED CONDUCTOR TO CONDUCTOR (NOTE 1) 3' 6' 6' 10' 3' 6' 6' 10' SCOPE: THIS STANDARD SHOWS MINIMUM CLEARANCE BETWEEN CONDUCTORS AND POLES PER G0.95 TABLE 1 ---PAGE BREAK--- 32 APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : FIELD MGR OPER. MGR T&D CONSTRUCTION STANDARDS METHOD OF PROVIDING CLEARANCES WITH ARM-END CLEARANCE BRACKET L102 REV1 1 01-08 1 1 L 102 SCOPE: THIS STANDARD SHOWS METHOD OF PROVIDING CLEARANCES WITH ARM-END CLEARANCE BRACKET. CLEARANCES REQUIRED BY G. O. 95 RULE 58.2B3 A & B 6' MIN. 4' MIN. 12" MIN. 24" STREET LIGHT LEAD WIRE SEE NOTE 2 12" MIN. 12" MIN. 3' OPEN TELEPHONE WIRES TELEPHONE CABLE 15" OR MORE FROM CENTER OF POLE GUARDED TELEPHONE CABLE UNGUARDED TELEPHONE CABLE SEE NOTE 1 CLEARANCE BRACKET BRACKET 24" SEE NOTE 2 POINT OF ENTRANCE STREET LIGHT MAST ARM 12" MIN. 12" MIN. INSULATOR UNPROTECTED CONDUCTOR ARM END BRACKET NOTES: 1. STREET LIGHT HARDWARE OR LEADWIRES SHALL BE 12" MIN. RADIALLY FROM OPEN TELEPHONE WIRES OR 24" BELOW CABLES. AS UNGUARDED CABLES ARE PLACED 24" BELOW OPEN TELEPHONE WIRES, STREET LIGHT BRACKETS SHOULDBE PLACED 36" MIN. ABOVE THESE CABLES TO ALLOW ROOM FOR LATER ADDITION OF ANY OPEN WIRES OR GUARDED CABLE. 2. STREET LIGHT LEAD WIRES SHALL BE 12" MINIMUM RADIALLY FROM STREET LIGHT HARDWARE EXCEPT IN THE SHADED AREA. 12" MIN. ---PAGE BREAK--- 33 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - UNDERGROUND STREET LIGHT INSTALLATION REQUIREMENTS L103 REV2 2 01-14 1 2 L 103 SCOPE: THIS STANDARD SHOWS REQUIREMENTS FOR UNDERGROUND STREET LIGHT CABLE LOCATION. A A CURB SIDEWALK PARKWAY TYPICAL STREET STREET WITH PLANTING MEDIAN B B PLANTING MEDIAN SECTION B-B S/L CONDUIT MIN.)* 24" 6" MAX NOTE: INSTALL CABLE ON NORTH OR WEST SIDE OF MEDIAN S/L CONDUIT MIN.)* 24" 6" MAX 6" MAX SECTION A-A NOTES: *STREET LIGHT CONDUIT SHALL BE A MINIMUM OF 2 IN. SCHEDULE 40 PVC. STREET AND DRIVEWAY CROSSINGS SHALL BE HOT DIPPED GALVANIZED STEEL. SWEEPS SHALL BE SHEDULE 80 PVC. CONDUIT FROM PULLBOX TO STANDARD SHALL BE 1" SCH 80. INSTALL AT ALL STREETLIGHTS. ---PAGE BREAK--- 34 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - UNDERGROUND STREET LIGHT INSTALLATION REQUIREMENTS L103 REV2 2 01-14 2 2 L 103 P/L SIDEWALK PARKWAY V A A P/L CURB FACE V V P/L V B V B P/L SIDEWALK V V V V V SL P/L P/L V V V SECTION A-A LEGEND V CONCURRENT JOINT TRENCH, CABLE TV V ALTERNATE LOCATION, CABLE TV STREET LIGHT 2" 69" 30" CL SETBACK TO OF STREET LIGHT FOUNDATIONS FROM CURB FACE P/L V 6" MAX. SIDEWALK PARKWAY 18" CURB 24" CURB PARKWAY 6" MAX. V SIDEWALK P/L 6" MAX. V 18" SECTION B-B RENAMED FROM L103A REV4 CATV SUBSCRIBER PULLBOX AS REQ'.D (TYP) TYPICAL SERVICE POINT FOR MULTI ST. LTS CATV TRUNK PULLBOX AS REQ'D. (TYP.) STREET LIGHT FOUNDATION (TYP.) 18" 24" 1 SL2 SL SL1 SL2 SL2 SL2 SL2 13X24 PULL BOX SL1 SL2 SL1 SL2 SL1 SL2 STREET LIGHT 1" ---PAGE BREAK--- 35 APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : FIELD MGR OPER. MGR T&D CONSTRUCTION STANDARDS CONNECTION DETAILS UNDERGROUND STREET LIGHT SYSTEMS L104 REV1 1 01-08 1 2 L 104 120V CONNECTION LINE LOAD LINE LINE LOAD LOAD LINE LOAD LINE LOAD LINE LOAD LINE 3" 6 5 1" CONDUIT WITH 2-#14 CU XLPE 240V CONNECTION 6 5 4 NEUT. NEUT. 1" CONDUIT WITH 2-#14 CU XLPE WIRES TO ST. LIGHT (TYP.) 120V 240V SUPERSEDES L104, REV.0, DTD 01-70 LOAD LOAD LINE 7 2 #14 CU XLPE TO LUMINAIRE 3 SEE NOTE H TO ST. LIGHT POLE 3" ST. LIGHT POLE 6 6 8 SEE NOTE K (TYP.) #14 #14 6 (TYP.) (TYP.) SCOPE: THIS STANDARD SHOWS DETAILS FOR REQUIRED INSTALLATION OF CONNECTIONS AND FUSE HOLDERS WITHIN PULL BOX FOR 120/240 VOLT UNDERGROUND STREET LIGHT SYSTEMS INSULATED BUSS TYPE CONNECTOR FUSE HOLDERS AND BOOTS 2" CONDUIT MIN. WITH 3-#6 CU THHN-THWN or 3-#4 AL THHN-THWN FOR ST. LIGHT SYSTEM (TYP.) SEE NOTE J ---PAGE BREAK--- 36 APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : FIELD MGR OPER. MGR T&D CONSTRUCTION STANDARDS CONNECTION DETAILS UNDERGROUND STREET LIGHT SYSTEMS L104 REV1 1 01-08 2 2 L 104 SEE NOTE D 556220 556215 556535 504055 SEE L 103B 556540 SEE NOTE D SEE NOTE C SEE NOTE C AS REQ'D. 1 1 3 AS REQ'D. 446175 556690 504050 PART NO. ANAHEIM MATERIAL LIST WIRE # 6 CU THHN-THWN 6 FUSE, 10A, 13/32" x 1.5" NON-DELAY, FERRULE 5 4 FUSE HOLDER, SINGLE, 120V W/2 BOOTS 3 CONN., URD, 4 POSITION CONN., URD, 3 POSITION 2 PULL BOX, 13" x 24" CONCRETE W/COVER 1 1 DESCRIPTION QTY ITEM E E E FUSE HOLDER, DOUBLE, 240V W/4 BOOTS FUSE, 15A, 13/32" x 1.5" NON-DELAY, FERRULE FUSE, 20A, 13/32" x 1.5" NON-DELAY, FERRULE FUSE CHART LUMINAIRE LUMENS WATTS FUSE SIZE, AMPS 120V 240V 5,800 70 10 10 9,500 100 10 10 22,000 200 15 10 30,000 250 20 15 - 150 10 10 E. 7 8 1 AS REQ'D. CONN. SPLIT BOLT, # 6 - # 14 BURNDY KS17 TAGS PER CO 170 552015 - SEE NOTE H E SEE NOTE K E SEE NOTE J FUSDE15A FUSDE10A FUSHOLDS/L-120 CNUH4(350) - FUSHOLDS/L-240 WS6CU-1C - CNUH3(350) UNIT COMPATIBLE CNSB6-8AP - NOTES: A. INSTALL PULL BOX FLUSH WITH FINISHED HARD SURFACE OR 1" MIN. ABOVE FINISH GRADE. B. LOCATE ALL CONDUITS WITHIN 3" OF ONE END OF PULL BOX, AS SHOWN. C. ALL CONNECTORS SHALL BE HOMAC TYPE UH, ONE WAY, "FLOOD SEAL", TWIN SCREW SUBMERSIBLECONNECTOR, OR TYCO GELPORT, DOUBLE SCREW TYPE GPRT. D. ALL FUSE HOLDERS SHALL BE COOPER BUSSMAN "TRON", RATED 30A AT 600V, WATERTIGHT, IN-LINE, SINGLE TYPE HEB-AB FOR 120V, OR DOUBLE TYPE HEX-AB FOR 240V, FOR 13/32" x 1.5" FUSE, OR APPROVED EQUAL. INCLUDE INSULATING BOOTS. EXEMPT MATERIAL F. ALL FUSES SHALL BE 13/32" DIAMETER x 1.5" LONG, NON-GLASS, NON-TIME DELAY, FERRULE TYPE. SEE CHART ABOVE FOR APPLICATIONS. G. ALLOW SUFFICIENT WIRE TO MAKE-UP ALL CONNECTIONS. THEN NEATLY LAY OVER WIRE AND CONNECTIONS WITHIN PULL BOX IN A STACKED ARRANGEMENT. H. CONNECTIONS MADE IN THE HANDHOLE SHOULD BE WATERPROOF. J. PHASE WIRE INSULATION COLOR SHALL BE BLACK OR RED. NEUTRAL WIRE INSULATION COLOR SHALL BE WHITE OR IDENTIFIED WITH WHITE TAPE. K. LABEL IDENTIFICATION TAGS AS "TO P.B. # _ "TO S/L# _ ETC. TAGS ARE U.G PRODUCTS CO. #3000W WIDE x 2 1/2" LONG WHITE PLASTIC) SECURED WITH 6" BLACK CABLE TIE. ---PAGE BREAK--- 37 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #733 - SINGLE ARM L116 REV6 6 01-15 1 2 L 116 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #733 - SINGLE ARM CONSTRUCTION AND DETAILS. MOUNTING HEIGHT 26'-6" POLE LENGTH 23'-3" 8'-0" GRADE CURB FACE 30" OR 69" PER L103 2 3/8" DIA. ALUM. PIPE 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) BASE DETAIL CONCRETE FDN. 30" SQ. X 42" DEEP 24" 4" GROUT 4" #6 B.C. GROUND WIRE. (LOOP UNDER WASHER) FINISH GRADE 3" 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD L OCTAGON MARBELITE POLE BOLT CIRCLE 11 1/2" TO 12 1/2" BASE PLATE CL HANDHOLE & WIRE ENTRY WITH COVER LUMINAIRE (SEE TABLE) 3'-6" UPSWEEP ARM REMOVABLE TOP CAP ALUM. 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS ---PAGE BREAK--- 38 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #733 - SINGLE ARM L116 REV6 6 01-15 2 2 L 116 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. THE POLE SHALL BE BLACK AND WHITE AND ENTIRELY COATED WITH AMERISHIELD ANTI-GRAFFITTI SEALER. 3. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 4. FOR COMPLETE POLE UNIT WITHOUT THE LUMINAIRE, POLE ARMS, ORDER “AMERON” PART NUMBER 1C1-23CF-8D OR "UNION METAL" 860-OOA-233-B-QB-D8N. 5. FOR 8' ARM WITH THE TOP CAP ORDER “AMERON” PART NUMBER CF-8 OR "UNION METAL" D8N. 6. FOR COMPLETE LUMINAIRE UNIT WITH SET SCREW TO BE ATTACHED TO THE ARM, ORDER "GENERAL ELECTRIC" PART NUMBER M2RC WITH CUTT OFF OPTICS, HPS, MULTI-VOLTAGE, AUTOREG BALLAST WITH PE RECEPTACLE, GLASS REFRACTOR TYPE LENS WITH MC3 IEC DISTRIBUTION TYPE LUMINAIRE. ALL OTHER EQUIVALENT LUMINAIRE SHALL BE APPROVED BY THE CITY OF ANAHEIM T&D ELECTRICAL ENGINEERING DIVISION. 7. WIRING SHALL BE # 14 COPPER MINIMUM WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 8. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, ANCHOR BOLTS AND ARM. 9. THE SUGGESTED POLE MANUFACTURERS ARE "AMERON", AND "UNION METAL"; VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE ITEM PART NO. ANAHEIM 476015 - 464030 UNIT COMPATIBLE SLDES733 - - QTY DESCRIPTION POLE WITH ARMS, ANCHOR BOLTS AND ARM POLE, WITH ANCHOR BOLTS ARM WITH TOP CAP LUMINAIRE (SEE NOTE 6) - - ---PAGE BREAK--- 39 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #736 - SINGLE AND DOUBLE ARM CONSTRUCTION AND DETAILS. 8'-0" GRADE BASE DETAIL 24" 4" GROUT 4" FINISH GRADE 3" L OCTAGON MARBELITE POLE CURB FACE 30" OR 69" PER L103 CL BASE PLATE 3'-6" SINGLE ARM REMOVABLE TOP CAP ALUM. 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS UPDATED TABLE APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : CITY OF ANAHEIM STREET LIGHT DESIGN #736 - SINGLE AND DOUBLE ARM L119 REV 9 9 01-16 1 3 L 119 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING WITH COVER #6 B.C. GROUND WIRE (LOOP UNDER WASHER) HANDHOLE & WIRE ENTRY BOLT CIRCLE 11 1/2" TO 12 1/2" 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" SQ. X 42" DEEP POLE LENGTH 28'-3" MOUNTING HEIGHT 31'-6" UPSWEEP ARM 2 3/8" DIA. ALUM. PIPE LUMINAIRE (SEE TABLE) ---PAGE BREAK--- 40 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - CITY OF ANAHEIM STREET LIGHT DESIGN #736 - SINGLE AND DOUBLE ARM L119 REV8 8 01-14 2 3 L 119 MOUNTING HEIGHT 31'-6" POLE LENGTH 28'-3" REMOVABLE TOP CAP ALUM. 8'-0" GRADE 2 3/8" DIA. ALUM. PIPE OCTAGON MARBELITE POLE BOTH SIDES LUMINAIRE (SEE TABLE) 3'-6" UPSWEEP ARM DOUBLE ARM BASE DETAIL 24" 4" GROUT 4" #6 B.C. GROUND WIRE (LOOP UNDER WASHER) FINISH GRADE 3" L CURB FACE 30" OR 69" PER L103 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD BOLT CIRCLE 11 1/2" TO 12 1/2" CL HANDHOLE & WIRE ENTRY WITH COVER BASE PLATE 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" SQ. X 42" DEEP ---PAGE BREAK--- 41 ITEM QTY DESCRIPTION IDENTIFICATION OR CAT. NO. ANAHEIM STOCK CODE COMPATIBLE UNITS 1 1 POLE AND ANCHOR BOLTS 476030 SLDES 736 1 SINGLE ARM WITH TOP CAP. 464006 2 1 POLE AND ANCHOR BOLTS 476030 SLDES 736-DBL 1 DOUBLE ARM WITH TOP CAP. 464005 3 1 LUMINAIRE (HPS 100W EQUIV.) LED SEE STOCK CODE 474085 L100LED120/240C 4 1 LUMINAIRE (HPS 200W EQUIV.) SEE STOCK CODE 474090 L200LED120/240C NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. THE POLE SHALL BE BLACK AND WHITE AND ENTIRELY COATED WITH AMERISHIELD GRAFFITTI SEALER. 3. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16" DIAMETER, A-416 WIRES MINIMUM. 4. FOR COMPLETE POLE UNIT WITHOUT THE LUMINAIRE AND ARMS, ORDER "AMERON" PART NUMBER 1C1-28MIX37. VENDORS TO ORDER THE UNIT ARE HD-SUPPLY, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE. 5. FOR COMPLETE LUMINAIRE UNIT WITH SET SCREWS TO ATTACH TO THE ARM , ORDER STOCK CODES LISTED BELOW. 6. WIRING SHALL BE #14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). UPDATED TABLE APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : CITY OF ANAHEIM STREET LIGHT DESIGN #736 - SINGLE AND DOUBLE ARM L119 REV 9 9 01-16 3 3 L 119 ---PAGE BREAK--- 42 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #738 ANAHEIM HILLS AREA L121 REV6 6 01-15 1 2 L 121 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #738 CONSTRUCTION AND DETAILS. CL LC 30" OR 69" HANDHOLE & WIRE ENTRY ROUND MARBELITE POLE 55" 17" MAST ARM, SCROLLS, & TOP FINIAL SHALL BE DARK BROWN ACRYLIC COLOR 10" WIRE ENTRY 1 SIDE OF POLE CURB FACE BOLT CIRCLE AMERON UNION MTL 15 1/4" LUMINAIRE POLE LENGTH 28'-0" MOUNTING HEIGHT 24' NOM. FINISH GRADE 15 1/2"± 1/2" BASE DETAIL 24" 4" GROUT 4" #6 B.C. GROUND WIRE (LOOP UNDER WASHER) FINISH GRADE 3" L 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD WITH COVER 1" PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" SQ. X 42" DEEP ---PAGE BREAK--- 43 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-8.8 2. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 3. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, AND MAST ARM. 4. FOR COMPLETE POLE ORDER “AMERON” PART NUMBER 1C3-28P WITH LONE PINE YELLOW MIX #21 FINISH OR "UNION METAL" 160-COA-280-C-YB WITH SIERRA GOLD FINISH. ENTIRE POLE SHALL BE COATED WITH AMERISHIELD ANTI-GRAFFITI SEALER. 5. FOR MAST ARM ORDER "COUNTY METAL" CMS 500-6L OR "SIERRA LIGHTING" STREET LIGHT SPEC 6. 6. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE- NEUTRAL, GREEN- GROUND). 7. THE POLE SUGGESTED MANUFACTURERS ARE "AMERON" AND "UNION METAL", AND VENDORS TO ORDER THE UNIT ARE SOUTHCOAST LIGHTING, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #738 ANAHEIM HILLS AREA L121 REV6 6 01-15 2 2 L 121 ITEM PART NO. ANAHEIM 464010 SEE CONSTRUCTION STANDARD L123 UNIT COMPATIBLE SLDES738 - QTY DESCRIPTION 1 2 3 - 1 1 POLE, WITH ANCHOR BOLTS, AND ARM MAST ARM- SINGLE LUMINAIRE 476035 ---PAGE BREAK--- 44 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #739 ANAHEIM HILLS AREA L122 REV7 7 01-15 1 2 L 122 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #739- DOUBLE ARM CONSTRUCTION AND DETAILS. FINISH GRADE BOTH SIDES OF POLE WIRE ENTRY 10" TYP. MAST ARM, SCROLLS & TOP FINAL SHALL BE DARK BROWN ACRYLIC 17" ROUND MARBELITE POLE MOUNTING HEIGHT 24' NOM. POLE LENGTH 28'-0" 55" TYP. LUMINAIRE CL LC 30" OR 69" HANDHOLE & WIRE ENTRY CURB FACE BOLT CIRCLE AMERON UNION MTL 15 1/4" 15 1/2"± 1/2" BASE DETAIL 24" 4" GROUT 4" #6 B.C. GROUND WIRE (LOOP UNDER WASHER) FINISH GRADE 3" L 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD WITH COVER 1" PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" SQ. X 42" DEEP ---PAGE BREAK--- 45 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 3. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, AND MAST ARM. 4. FOR COMPLETE POLE ORDER “AMERON” PART NUMBER 1C3-28P WITH LONE PINE YELLOW MIX #21 FINISH OR "UNION METAL" 160-COA-280-C-QB WITH SIERRA GOLD FINISH. ENTIRE POLE SHALL BE COATED WITH AMERISHIELD ANTI-GRAFFITI SEALER. 5. FOR MAST ARM ORDER "COUNTY METAL" CMS 600-6L OR "SIERRA LIGHTING" STREET LIGHT SPEC 6 . 6. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE-NEUTRAL, GREEN- GROUND). 7. THE POLE SUGGESTED MANUFACTURERS ARE "AMERON" AND "UNION METAL", AND VENDORS TO ORDER THE UNIT ARE SOUTHCOAST LIGHTING, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #739 ANAHEIM HILLS AREA L122 REV7 7 01-15 2 2 L 122 ITEM PART NO. ANAHEIM 464015 SEE CONSTRUCTION STANDARD L123 UNIT COMPATIBLE SLDES739 - QTY DESCRIPTION 1 2 3 - 1 2 POLE, WITH ANCHOR BOLTS AND ARM MAST ARM- DOUBLE LUMINAIRE 476035 ---PAGE BREAK--- 46 APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : FIELD MGR OPER. MGR T&D CONSTRUCTION STANDARDS TRADITIONAIRE LUMINAIRE DETAILS L123 REV4 4 01-10 1 1 L 123 SCOPE: THIS STANDARD SHOWS TRADITIONAIRE LUMINAIRE DETAILS. 9 5/8" 5 1/8" 6 1/2" 12 1/2" TYPICAL DIMENSIONS REFRACTOR PANELS: SHATTER RESISTANT ACRYLIC CLEAR PANELS THREE SIDES, ON HOUSE SIDE (SEE NOTE 2) TRANSLUCENT (WHITE) PANEL PHOTOCELL COVER PLATE REFRACTOR OPTICAL ASSEMBLY RETAINING SCREWS TOP ASSEMBLY WITH REFLECTOR MOUNTING BRACKET REFLECTOR LAMP, 100 WATT H.P.S. (NOT INCLUDED) TOP ASSEMBLY ACCESS COVER NEOPRENE GASKET 1 1/4" N.P.T. X 6" LONG NIPPLE, GALV., W/PIPE NUT SPACER SLEEVE GALV. 1 1/4" N.P.T. PIPE NUT, GALV. 1 1/4" N.P.T. PIPE NUT, GALV. LUMINAIRE COMPONENTS BALLAST (SEE NOTE 2) NOTES: 1. PHOTOCELL TO BE MOUNTED ON SIDE OF TOP ASSEMBLY, AWAY FROM TRAFFIC FLOW. 2. INSTALL TRANSLUCENT PANEL ON HOUSE SIDE OF LUMINAIRE. MANUFACTURER & CATALOG NO. ANAHEIM PART NO. McGRAW EDISON SIERRA LIGHTING ITEM LUMINAIRE 100W, 120V, COMPLETE CONSULT. ELECTRICAL LUMINAIRE 100W, 240V, COMPLETE ENGINEERING DIV. 10-100HPS-120V 10-100HPS-240V 474040 474015 PANEL, CLEAR PANEL, WHITE PANEL, CLEAR PANEL, WHITE - - - - 470095 MAST ARM 470105 470090 470100 LUMINAIRE ATTACHMENT STARTER CAPACITOR YES YES YES YES COMPATIBLE UNIT - - - - BALLAST 100W, MULTI-VOLTAGE W/STARTER & CAP 466075 YES - - 17" 13" 7" 5 1/2" 12 1/8" 6 1/4" COLOR DARK BROWN ACRYLIC - - ---PAGE BREAK--- 47 ---PAGE BREAK--- 48 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #740 DOWNTOWN REDEVELOPMENT AREA L127 REV8 8 01-15 1 2 L 127 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #740 CONSTRUCTION AND DETAILS FOR DOWNTOWN REDEVELOPMENT AREA. 8'-0" GRADE CURB FACE SQUARE MARBELITE POLE 39" 18" POLE LENGTH 30'-3" LUMINAIRE 24" CL HANDHOLE & ARM MOUNTING HEIGHT 31'-9" ARM POLE (SEE TABLE) BOLT CIRCLE 11 1/2" TO 12 1/2" 2" 8" 2" 2-1/4"x 6" HANDHOLE & COVER W/GASKET. 16" ARM (GALV.) 3" STD. PIPE SLIPFITTER SLEEVE. DRILL AND TAP 1/4"-20 FOR 1/4"x 1-1/2" S.S. SOCKET HEAD SET SCREWS, 8 PLACES. BASE DETAIL 24" 4" GROUT 4" #6 B.C. GROUND WIRE (LOOP UNDER WASHER) FINISH GRADE 3" L 2 1/4" X 8 1/2" MIN. HANDHOLE OPENING 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD WITH COVER 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" SQ. X 42" DEEP 1/2" X 1 1/2" STN. STL. EARTHQUAKE STUDS 1 REQD. P/N 566330 ---PAGE BREAK--- 49 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #740 DOWNTOWN REDEVELOPMENT AREA L127 REV8 8 01-15 2 2 L 127 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. THE POLE SHALL BE GRAY AND ENTIRELY COATED WITH AMERISHIELD ANTI-GRAFFITTI SEALER. S 3. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 4. FOR COMPLETE POLE UNIT WITHOUT THE LUMINAIRE , POLES ARMS, ORDER “AMERON” PART NUMBER 1C5-30CP-MOD31-6. 5. FOR COMPLETE LUMINAIRE UNIT WITH SET SCREW TO BE ATTACHED TO THE ARM, ORDER “ARCHITECTURAL LANDSCAPE LIGHTING”, MODEL NUMBER: AL01-ESF-200HPS-240-SXIII-GRY-PCCT-SJR400 OR AL01-ESF-200HPS-120-SXIII-GRY-PCCT-SJR400. 6. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK- PHASE, WHITE-NEUTRAL, GREEN-GROUND). 7. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, AND LUMINAIRE. 8. THE POLE SUGGESTED MANUFACTURER IS "AMERON", AND VENDORS TO ORDER THE UNIT ARE SOUTHCOAST LIGHTING, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE. 9. FOR LUMINAIRE DETAIL DRAWING SEE CONSTUCTION STANDARD L126. 10. FOR GALVANIZED STEEL ROD ARM, ORDER "AMERON" MODEL NO. CS8 FOR THE 1C4 SHAFT. ITEM QTY DESCRIPTION COMPATIBLE UNIT 1 - POLE, WITH ARMS AND ANCHOR BOLTS - SLDES740 2 1 POLE, WITH ANCHOR BOLTS 476045 - 3 1 LUMINAIRE 200 WATTS, 120 VOLTS 474045 L200H120RECT LUMINAIRE 200 WATTS, 240 VOLTS 474050 L200H240RECT - LUMINAIRE 250 WATTS, 120/240 VOLTS 474170 - 4 1 MAST ARM- 8 FOOT 464025 - ---PAGE BREAK--- 50 ---PAGE BREAK--- 51 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #742 & 742A ANAHEIM COLONY HISTORIC DISTRICT L129 REV9 9 01-15 1 2 L 129 CL HANDHOLE BASE LOCATION CURB FACE CL #6 B.C. GROUND WIRE. (LOOP UNDER WASHER) L (TO EXTEND 4" ABOVE 5/8" X 8' GROUND ROD 30" SQ. X 42" DEEP CONCRETE FDN. 4-1" X 36" X 4" 2 NUTS PER ROD GALV. ANCHOR RODS WITH 2 WASHERS & FINISH GRADE CONDUITS). BASE DETAIL AMERON UNION METAL 2" 7" X 8 1/8" HANDHOLE WITH 2 1/2" 4" GROUT POLE TOP AND TENON DETAIL LENGTH POLE 1 1/4" DIA 3 16" 6 1/2" DIA ON 4 1/2" B.C. 1/2"-13 INSERTS 1/2" C'SINK TOP ON 4 1/2" BOLT CIRCLE, 9/16" DIA. HOLES 3 7/8" O.D. 45° 3" 30" ALUM. COVER, SPECKLE PAINTED TO MATCH POLE SECURE WITH 1/4-20 TAMPERPROOF SCREWS OR AS SPECIFIED ON W.O. DWG. 24" 1" PVC SCH 80 CONDUITS (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUITS TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWGS. CAP ALL UNUSED CONDUITS POLE LENGTH (SEE TABLE) MOUNTING HEIGHT (SEE NOTE 5) LUMINAIRE (SEE TABLE) TENON PER DETAIL MOUNTING HEIGHT (NOM.) POLE HEIGHT (NOM.) ST.LT. DESIGN 742 15'-0" 14'-10" 742A 12'-9" 12'-7" SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #742 & 742A CONSTRUCTION AND DETAILS FOR ANAHEIM COLONY HISTORIC DISTRICT. ELEVATION 15 FLUTED W/ANTI- GRAFITTI COATING HAND HOLE OPENING 7" X 818" W/CONCRETE COVER TO MATCH POLE & TAMPER PROOF SCREWS 20" SQUARE 3/4" GALVANIZED STEEL BASE PLATE ATTACH TENON TO POLE WITH 1/2" x 1 1/2" LONG FLAT HEAD MACH. SCREWS STN. STL. 21 1/2" TO 22 1/2" B.C. ---PAGE BREAK--- 52 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #742 & 742A ANAHEIM COLONY HISTORIC DISTRICT L129 REV9 9 01-15 2 2 L 129 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. THE POLE SHALL BE BLACK AND WHITE AND ENTIRELY COATED WITH AMERISHIELD ANTI-GRAFFITTI SEALER. 3. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 4. FOR DESIGN 742 COMPLETE POLE UNIT WITHOUT THE LUMINAIRE, ORDER “AMERON” PART NUMBER 20CT15 FOR DESIGN 742A ORDER "AMERON" PART NUMBER 20C12. 5. MOUNTING HEIGHT FOR DESIGN 742 IS 14'-10" AND FOR DESIGN 742A IS 12'-7". 6. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE- NEUTRAL, GREEN-GROUND). 7. THE SUGGESTED POLE MANUFACTURER IS "AMERON", VENDORS TO ORDER THE UNIT ARE PACIFIC LIGHT CORPORATION, ONE SOURCE, WESCO, HD-SUPPLY. 8. FOR LUMINAIRE DETAIL SEE CONSTRUCTION STANDARD L129-3. ITEM - 476225 474200 474195 - L742/743FLM240V - QTY DESCRIPTION 1 2 3 - 1 1 POLE WITH TENONS AND ANCHOR BOLTS TENON, SPACER LUMINAIRE 100 WATT, 120 VOLTS LUMINAIRE 200 WATT, 240 VOLTS POLE WITH TENONS AND ANCHOR BOLTS DESIGN 742 15' NOMINAL DESIGN 742A 12'-9" NOMINAL DESIGN 742 & 742A DESIGN 742 & 742A DESIGN 742 & 742A L742/743FLM120V ANAHEIM PART NO. COMPATIBLE UNIT POLE DESIGN 476220 SLDES74215 ---PAGE BREAK--- 53 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM ORNAMENTAL LUMINAIRE DETAIL ANAHEIM COLONY HISTORIC DISTRICT L129-3 REV3 3 01-15 1 1 L 129-3 SCOPE: THIS STANDARD SHOWS DETAILS OF ORNAMENTAL LUMINAIRE FOR ANAHEIM COLONY HISTORIC DISTRICT. NOTES: A. LUMINAIRE BASE SHALL REST ON POLE TENON MOUNTING PLATE. SEE CONSTRUCTION STANDARD L129 AND L130 (DESIGN 742, 742A, AND 743) FOR TENON DETAILS. B. COLOR "AS SPECIFIED" BY ELECTRICAL ENGINEERING. C. LUMINAIRE TO INCLUDE SNAP-ON STYLE HOUSE SIDE SHIELD. D. LUMINAIRE TO INCLUDE MOGUL LAMP BASE SOCKET. E. FOR STOCK CODE SEE L-129. 4.125" 1.5" 0.625" 10.75" 1.125" FITTER TO ACCEPT MAXIMUM 4" O.D x 3" LONG TENON FIXTURE SECURED TO POLE TOP TENON USING 3/8-16 x 1" STAINLESS STEEL SET SCREWS CAST ALUMINUM HINGED DOOR FOR PHOTOCELL MAINTENANCE; DOOR INCLUDES CLEAR LENS FOR PHOTOCELL TWISTLOCK PHOTOCELL & RECEPTACLE ASTM-A356 CAST ALUMINUM DECORATIVE CAGE RIBS ASTM-A356 CAST ALUMINUM DECORATIVE FINIAL POLYCARBONATE INTERNAL REFRACTOR CLEAR ACRYLIC BOTTOM LENS CLEAR ACRYLIC TOP LENS SOLID PAN (FOR DARK TOP LENS) ASTM-A356 CAST ALUMINUM BALLAST HOUSING AND BALLAST & SOCKET TRAY HOUSING 100W HPS, 120V MULTI-TAP BALLAST AND MOGUL BASED PORCELAIN SOCKET (LAMP BY OTHERS) OPTIONAL HOUSE SIDE SHIELD PER SCL# 40.625" 18.5" 6.2500" OD ---PAGE BREAK--- 54 ---PAGE BREAK--- 55 ---PAGE BREAK--- 56 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV 5 5 01-15 1 4 L 131 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #744 FOR ANAHEIM RECREATIONAL AREA. POLE LENGTH 26'-0" CURB FACE 48" (TYP.) BASE DETAIL #6 B.C. GROUND WIRE. (LOOP UNDER WASHER) CL MAST ARM, CONDUITS) L 24" (TO EXTEND 4" ABOVE 5/8" X 8' GROUND ROD (SEE SH. 2 FOR DETAILS) CONCRETE FDN. 4" 5" 12" BOLT CIRCLE ACCESS DOOR CL 4-1" X 36" X 4" 2 NUTS PER BOLT GALV. ANCHOR BOLTS WITH 2 WASHERS & 8'-0" 29'-4" ABOVE FIN. GR. FINISHED GRADE 7 GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) 13'-3 1/2" FINIAL LUMINAIRE & HANDHOLE BASE PLATE THICK) FLUTED POLE 4" X 6" HANDHOLE IN POLE ACCESS DOOR CAST BASE 2 PIECE BOLT PROJECTION IN CAST BASE SIGN BRACKET (SEE SH. 3) CAST RING 2 PIECE BANNER ARM MOUNTS (SEE SH. 3) 13'-8" 9'-0" FIN. GR. 32" ON BALL RD. 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS BASE PLATE DETAIL ---PAGE BREAK--- 57 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV 5 5 01-15 2 4 L 131 NEW SHEET 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH NOTES: 1. ALL WELDING TO BE DONE PER A.W.S. D1.1 2. POLE SHAFT AND ALL STEEL COMPONENTS GALVANIZED TO ASTM-A123 PRIOR TO FINISHING PROCEDURE 12 FLAT FLUTE CROSS SECTION SEE DETAIL 1 - TENON DETAIL DETAIL 1 - TENON DETAIL DETAIL 1 - BASE PLATE DETAIL SEE DETAIL 2 - BANNER ARM COUPLING DETAIL; COUPLINGS PER POLE POLE FLUTES END 6" ABOVE TOP OF BASE PLATE SEE DETAIL 3 - BASE PLATE DETAIL TUBE THK. TUBE THK. 1" BASE PLATE; ASTM-A356 PLATE, 36,000 K.S.I. YIELD 1.25" x 2" SLOTTED BOLT HOLES 7.5" POLE BASE DIAMETER 12" BOLT CIRCLE HAND HOLE POSITION BANNER ARM COUPLING TO BE POSITIONED DIRECTLY OVER & 180° FROM HAND HOLE POSITION COUPLING FOR 1" PIPE COUPLING PROTRUDES 0.5" FROM OUTER EDGE OF POLE SHAFT 45° CHAMFER (INSIDE & OUT) 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH 4.75" O.D. x 0.25" THICK ROUND POLE PLATE - H.R.M.S. - WITH 2" DIAMETER WIRE ENTRANCE HOLE .19 PER AWS D.1.1 .25 PER AWS D.1.1 .25 PER AWS D.1.1 .25 PER AWS D.1.1 DETAIL 2 - BANNER ARM COUPLING DETAIL 4" 9' 13'-8" 6" 18" TO CENTER OF HAND HOLE 9" 8.5" BOLT SQUARE 11.75" 7GA. (.1793") TAPERED (.14"/FT.) STEEL 7.5" X 3.86" X 26'-0" 12 FLAT FLUTE ---PAGE BREAK--- 58 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV5 5 01-15 3 4 L 131 5" FINISHED GRADE 72" 3O" DIA. 30" DIA.x72" DEEP CONCRETE FDN. REINFORCE WITH 12-#7 VERT. BARS AND 12-#4 LOOPS AT 6 O.C. 4-1"x36"x4" GALV. ANCHOR BOLTS ON 12"B.C. WITH 2 WASHERS AND 2 NUTS EACH BOLT 1" MIN. (TYP.) BANNER ARM DETAIL FOUNDATION DETAIL SEE SH. 1 FOR CONDUIT & GROUND ROD PLACEMENT 1/4" HOLES, EVENLY SPACED, 3 SIDES 33" 9'-O" STAINLESS STEEL SAFETY CABLE W/CRIMPED ENDS HEAVY-DUTY BREAK AWAY SWIVEL (SUITABLE FOR WINDS RATED UP TO 7O M.P.H.) POLE SHAFT (SEE SH. 1) 1" POLE SHAFT SIGN BRACKET BANNER ARM MOUNTS WITH 1" NPT FEMALE THREADS BANNER ARM 1" STEEL PIPE, CAPPED ONE END, AND 1" NPT MALE THREAD ONE END WELDED ON POLE FACE 33" BOLT PROJECTION 1.75" x1"x1/8"x18" MIN. MOUNTING CHANNEL(UNLESS SPECIFIED BY OTHERS) BANNER ARMS SHALL BE INSTALLED ON STREET LIGHT POLES IF ADDRESSED IN W.O. PACKAGE ---PAGE BREAK--- 59 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV5 5 01-15 4 4 L 131 NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, CAST BASE AND ANCHOR BOLTS- ANAHEIM TYPE SA- COMPLETE UNIT - - SLDES744-P7 - 1 1 26' POLE, 12 FLUTE WITH CAST RING AND TWO BANNER ARM MOUNTS 476251 - - - 2 2 CAST BASE (2 PIECE) W/DOOR 476255 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE (NOTE 6,7, 8) 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - `200W-120/208/240/277 474240 - L200HP7 - ---PAGE BREAK--- 60 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #745 ANAHEIM RESORT AREA L132 REV 3 3 01-15 1 4 L 132 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #745 FOR ANAHEIM RECREATIONAL AREA. POLE LENGTH 26'-0" 8'-0" 29'-4" ABOVE FIN. GR. 7 GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) 13'-3 1/2" FINIAL LUMINAIRE SIGN BRACKET (SEE SH. 3) CAST RING 2 PIECE BANNER ARM MOUNTS (SEE SH. 3) 13'-8" 9'-0" FIN. GR. CURB FACE AS SHOWN ON W.O. DWG. BASE DETAIL #6 B.C. GROUND WIRE. (LOOP UNDER WASHER) CL MAST ARM, CONDUITS) L 24" (TO EXTEND 4" ABOVE 5/8" X 8' GROUND ROD (SEE SH. 2 FOR DETAILS) CONCRETE FDN. 4" 5" 12" BOLT CIRCLE ACCESS DOOR CL 4-1" X 36" X 4" 2 NUTS PER BOLT GALV. ANCHOR BOLTS WITH 2 WASHERS & FINISHED GRADE & HANDHOLE BASE PLATE THICK) FLUTED POLE 4" X 6" HANDHOLE IN POLE ACCESS DOOR CAST BASE 2 PIECE BOLT PROJECTION IN CAST BASE 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS BASE PLATE DETAIL ---PAGE BREAK--- 61 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #745 ANAHEIM RESORT AREA L132 REV 3 3 01-15 2 4 L 132 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH NOTES: 1. ALL WELDING TO BE DONE PER A.W.S. D1.1 2. POLE SHAFT AND ALL STEEL COMPONENTS GALVANIZED TO ASTM-A123 PRIOR TO FINISHING PROCEDURE 12 FLAT FLUTE CROSS SECTION 1" BASE PLATE ASTM-A36-PLATE 36,000 K.S.I. YIELD SEE DETAIL 1 - TENON DETAIL DETAIL 1 - TENON DETAIL DETAIL 3 - BASE PLATE DETAIL SEE DETAIL 2 - BANNER ARM COUPLING DETAIL; COUPLINGS PER POLE POLE FLUTES END 6" ABOVE TOP OF BASE PLATE SEE DETAIL 3 - BASE PLATE DETAIL TUBE THK. TUBE THK. 1" BASE PLATE; ASTM-A356 PLATE, 36,000 K.S.I. YIELD 1.25" x 2" SLOTTED BOLT HOLES 7.5" POLE BASE DIAMETER 12" BOLT CIRCLE HAND HOLE POSITION BANNER ARM COUPLING TO BE POSITIONED DIRECTLY OVER & 180° FROM HAND HOLE POSITION COUPLING FOR 1" PIPE COUPLING PROTRUDES 0.5" FROM OUTER EDGE OF POLE SHAFT 45° CHAMFER (INSIDE & OUT) 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH 4.75" O.D. x 0.25" THICK ROUND POLE PLATE - H.R.M.S. - WITH 2" DIAMETER WIRE ENTRANCE HOLE .19 PER AWS D.1.1 .25 PER AWS D.1.1 .25 PER AWS D.1.1 .25 PER AWS D.1.1 DETAIL 2 - BANNER ARM COUPLING DETAIL NEW SHEET 4" 9' 13'-8" 6" 18" TO CENTER OF HAND HOLE 9" 8.5" BOLT SQUARE 11.75" 7GA. (.1793") TAPERED (.14"/FT.) STEEL 7.5" X 3.86" X 26'-0" 12 FLAT FLUTE ---PAGE BREAK--- 62 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #745 ANAHEIM RESORT AREA L132 REV 3 3 01-15 3 4 L 132 5" FINISHED GRADE 72" 3O" DIA. 30" DIA.x72" DEEP CONCRETE FDN. REINFORCE WITH 12-#7 VERT. BARS AND 12-#4 LOOPS AT 6 O.C. 4-1"x36"x4" GALV. ANCHOR BOLTS ON 12"B.C. WITH 2 WASHERS AND 2 NUTS EACH BOLT 1" MIN. (TYP.) BANNER ARM DETAIL FOUNDATION DETAIL SEE SH. 1 FOR CONDUIT & GROUND ROD PLACEMENT 1/4" HOLES, EVENLY SPACED, 3 SIDES 33" 9'-O" STAINLESS STEEL SAFETY CABLE W/CRIMPED ENDS HEAVY-DUTY BREAK AWAY SWIVEL (SUITABLE FOR WINDS RATED UP TO 7O M.P.H.) POLE SHAFT (SEE SH. 1) 1" POLE SHAFT SIGN BRACKET BANNER ARM MOUNTS WITH 1" NPT FEMALE THREADS BANNER ARM 1" STEEL PIPE, CAPPED ONE END, AND 1" NPT MALE THREAD ONE END WELDED ON POLE FACE 33" BOLT PROJECTION 1.75" x1"x1/8"x18" MIN. MOUNTING CHANNEL(UNLESS SPECIFIED BY OTHERS) BANNER ARMS SHALL BE INSTALLED ON STREET LIGHT POLES IF ADDRESSED IN W.O. PACKAGE ---PAGE BREAK--- 63 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #745 ANAHEIM RESORT AREA L132 REV 3 3 01-15 4 4 L 132 NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT- DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RECREATION AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MASTARM TO POLE, TORQUE THE SETSCREW @ 21 FT-LBS. ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, CAST BASE AND ANCHOR BOLTS- ANAHEIM TYPE SA- COMPLETE UNIT - - SLDES745-P7 - 1 1 26' POLE, 12 FLUTE WITH CAST RING AND TWO BANNER ARM MOUNTS 476251 - - - 2 2 CAST BASE (2 PIECE) W/DOOR 476255 - - - 3 1 8' TWIN ARM W/ SCROLL & FINIAL 464065 - - - 4 2 LUMINAIRE (NOTE 6,7) 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - 200W-120/208/240/277 474240 - L200HP7 - ---PAGE BREAK--- 64 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #746 ANAHEIM RESORT AREA L133 REV2 2 01-15 1 2 L 133 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #746 FOR ANAHEIM RESORT AREA. POLE LENGTH 23'-1" CURB FACE 30" OR 48" BASE DETAIL CL MAST ARM L RAIL (BY OTHERS) CONCRETE BRIDGE 3" & HANDHOLE CL 8'-0" 26'-4" 7GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) FINIAL LUMINAIRE (SEE TABLE) FLUTED POLE 4" X 6" HANDHOLE IN POLE BOLT PROJECTION 7 1/2" DIA. 11" DIA. x 3/4" THICK BASE 1 1/4" HOLES ON 9 1/4" BOLT CIRCLE SQUARE BASE CAP TOP OF BRIDGE RAIL BRIDGE RAIL TOP OF 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD BASE PLATE DETAIL ---PAGE BREAK--- 65 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #746 ANAHEIM RESORT AREA L133 REV2 2 01-15 2 2 L 133 NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, SQUARE BASE CAP AND ANCHOR BOLTS- ANAHEIM TYPE SA3-BRIDGE MOUNT - - SLDES746-P7 - 1 1 23'-1" POLE, STEEL, FLUTE 476280 - - - 2 2 SQUARE BASE CAP (SA2-SA3) 476305 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE (PAINT COLOR, NOTE 9) 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - 200W-120/208/240/277 474240 - L200HP7 - ---PAGE BREAK--- 66 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #747 L134 REV2 2 01-15 1 2 L 134 CURB FACE 30" OR 48" BASE DETAIL CL MAST ARM L RAIL (BY OTHERS) CONCRETE BRIDGE 3" & HANDHOLE CL FLUTED POLE 4" X 6" HANDHOLE IN POLE BOLT PROJECTION 7 1/2" DIA. 11" DIA. x 3/4" THICK BASE 1 1/4" HOLES ON 9 1/4" BOLT CIRCLE SQUARE BASE CAP BRIDGE RAIL TOP OF 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD POLE LENGTH 13'-8" 8'-0" 17'-0" 7GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) FINIAL LUMINAIRE (SEE TABLE) TOP OF BRIDGE RAIL BASE PLATE DETAIL ---PAGE BREAK--- 67 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #747 L134 REV2 2 01-15 2 2 L 134 NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, SQUARE BASE CAP AND ANCHOR BOLTS- ANAHEIM TYPE SA2-BRIDGE MOUNT - - SLDES746-P7 - 1 1 13'-8" POLE, STEEL, 12 FLUTE 476290 - - - 2 2 SQUARE BASE CAP (SA2-SA3) 476305 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE (PAINT COLOR: NOTE 9) 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - 200W-120/208/240/277 474240 - L200HP7 - ---PAGE BREAK--- 68 ---PAGE BREAK--- 69 ---PAGE BREAK--- 70 ---PAGE BREAK--- 71 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - STREET LIGHT SPACING L136A REV 0 0 01-13 1 4 L 136A SCOPE: THIS STANDARD SHOWS TYPICAL SPACING FOR SPECIFIED STREETLIGHT DESIGN. LOCAL STREET WIDTH 36' 52' MOUNTING HEIGHT 31'-6" 31'-6" SPACING STAGGERED 100W 190 160 COLLECTOR/SECONDARY STREET WIDTH 44' 70' MOUNTING HEIGHT 31'-6" 31'-6" SPACING STAGGERED 200W 250* 205 MAJOR/ PRIMARY STREET WIDTH 100' MOUNTING HEIGHT 31'-6" SPACING STAGGERED 200W 125 S.W. STAGGERED SPACING DESIGN 736 ---PAGE BREAK--- 72 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - STREET LIGHT SPACING L136A REV 0 0 01-13 2 4 L 136A SCOPE: THIS STANDARD SHOWS TYPICAL SPACING FOR SPECIFIED STREETLIGHT DESIGN. LOCAL ST. WIDTH 36' 52' MTG. HGT. 24' 24' SPACING 100W 165 120 COLLECTOR/ SECONDARY ST. WIDTH 44' 70' MTG. HGT. 24' 24' SPACING 100W 105 70 S.W. STAGGERED SPACING LOCAL ST. WIDTH 36' 52' MTG. HGT. 24' 24' SPACING 100W 215 160 COLLECTOR/ SECONDARY ST. WIDTH 44' 70' MTG. HGT. 24' 24' SPACING 100W 135 95 DESIGN 738 DESIGN 739 ---PAGE BREAK--- 73 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - STREET LIGHT SPACING L136A REV 0 0 01-13 3 4 L 136A SCOPE: THIS STANDARD SHOWS TYPICAL SPACING FOR SPECIFIED STREETLIGHT DESIGN. S.W. STAGGERED SPACING COLLECTOR/ SECONDARY ST. WIDTH 44' NO PARKING MTG. HGT. 14'-10" SPACING 100W 20 LOCAL ST. WIDTH 36' 52' MTG. HGT. 14'-10" 14'-10" SPACING 100W 45 30 LOCAL ST. WIDTH 36' 52' MTG. HGT. 15'-4" 15'-4" SPACING 100W 45 35 DESIGN 742 DESIGN 743 COLLECTOR/ SECONDARY ST. WIDTH 44' MTG. HGT. 15'-4" SPACING 100W 25 ---PAGE BREAK--- 74 FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT - - STREET LIGHT SPACING L136A REV 0 0 01-13 4 4 L 136A SCOPE: THIS STANDARD SHOWS TYPICAL SPACING FOR SPECIFIED STREETLIGHT DESIGN. S.W. STAGGERED SPACING DESIGN 744, 746, 747, 749, 750 ALL SINGLE ARM DESIGN 744 & 745 SINGLE & DOUBLE ARM COMBINATION LOCAL ST. WIDTH 36' 52' MTG. HGT. 29'-4" 29'-4" SPACING 100W 195 160 COLLECTOR/SECONDARY ST. WIDTH 44' 70' MTG. HGT. 29'-4" 29'-4" SPACING 200W 250 * 195 MAJOR /PRIMARY ST. WIDTH 100' MTG. HGT. 29'-4" SPACING 200w 120 * NOT MAX SPACING ---PAGE BREAK--- 75 ---PAGE BREAK--- 76 ---PAGE BREAK--- 77 ---PAGE BREAK--- 78 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #749 L139 REV 3 3 01-15 1 2 L 139 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #749 FOR ANAHEIM RESORT AREA. POLE LENGTH 23'-1" CURB FACE 30" OR 48" BASE DETAIL CL MAST ARM L RAIL (BY OTHERS) CONCRETE BRIDGE 3" & HANDHOLE CL 10'-0" 26'-4" FINIAL LUMINAIRE (SEE TABLE) FLUTED POLE BOLT PROJECTION 7 1/2" DIA. 11" DIA. x 1" THICK BASE 1 1/4" HOLES ON 9 1/4" BOLT CIRCLE CAST BASE 2 PIECE ACCESS DOOR IN CAST BASE 43"± TOP OF BRIDGE RAIL BRIDGE RAIL TOP OF 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 4" X 6" HANDHOLE IN POLE 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD BASE PLATE DETAIL 7 GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) ---PAGE BREAK--- 79 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET - - CITY OF ANAHEIM STREET LIGHT DESIGN #749 L139 REV 3 3 01-15 2 2 L 139 ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, CAST BASE AND ANCHOR BOLTS- ANAHEIM TYPE SA- COMPLETE UNIT - - SLDES749-P7 - 1 1 26' POLE, 12 FLUTE WITH CAST RING AND TWO BANNER ARM MOUNTS 476251 - - - 2 2 CAST BASE (2 PIECE) W/DOOR 476255 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE CLOR: NOTE 9 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - `200W-120/208/240/277 474240 - L200HP7 - NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. ---PAGE BREAK--- 80 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET CITY OF ANAHEIM STREET LIGHT DESIGN #750 L140 REV 4 4 01-16 1 2 L 140 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #750 FOR ANAHEIM RECREATIONAL AREA. CURB FACE 30" OR 48" BASE DETAIL CL CONCRETE BRIDGE POST 5" 12" BOLT CIRCLE CL 10'-0" FINIAL FLUTED POLE BOLT PROJECTION 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD 4" X 6" HANDHOLE IN POLE 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.)STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON ? OF FOUNDATION, PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG.CAP ALL UNUSED CONDUITS 7 GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) BASE PLATE THICK) MAST ARM, ACCESS DOOR & HANDHOLE ACCESS DOOR IN CAST BASE CAST BASE 2 PIECE POLE LENGTH 13'-8" MOUNTING HEIGHT 17'-0" LUMINAIRE (SEE TABLE) TOP OF BRIDGE POST TOP OF BRIDGE POST ? ---PAGE BREAK--- 81 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET CITY OF ANAHEIM STREET LIGHT DESIGN #750 L140 REV 4 4 01-16 2 2 L 140 ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, CAST BASE AND ANCHOR BOLTS- ANAHEIM TYPE SA- COMPLETE UNIT - - SLDES750-P7 - 1 1 13'-8" POLE, 12 FLUTE WITH CAST RING AND TWO BANNER ARM MOUNTS 472690 - - - 2 2 CAST BASE (2 PIECE) W/DOOR 476255 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE COLOR: NOTE 9 400W-120/208/240/277 474275 - L400HP120VP7 - 250W-120/208/240/277 474245 - L200HP120VP7 - `200W-120/208/240/277 474240 - L200HP7 - NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. ---PAGE BREAK--- 82 1'-2" 10" 57 8" 315 16" 2'-51 8" 14' 2'-117 8" 17'-716" 512" 1/2" 3 1/2" 4 1/2" 6 3/4" 4" 3 1/2" POLE 5.9" 10" X 10" X 0.55" BASE PLATE DETAIL 10" SQ. APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : CITY OF ANAHEIM STREET LIGHT DESIGN #760 PLATINUM TRIANGLE AREA L 141 REV 1 1 01-16 1 2 L 141 SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #760 - PLATINUM TRIANGLE AREA POLE DETAIL BOLT CIRCLE CL BASE PLATE DETAIL WITH BUTTON TYPE PHOTOCELL 30" or 69" DETAIL 5" X 3" HANDHOLE OPENING WITH COVER (FACE AWAY FROM CURB) TOP OF PAVEMENT TO CURB FACE HANDHOLE & WIRE ENTRY ---PAGE BREAK--- 83 APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : CITY OF ANAHEIM STREET LIGHT DESIGN #760 PLATINUM TRIANGLE AREA L 141 REV 1 1 01-16 2 2 L 141 1" PVC CONDUIT SIDEWALK OR PARKWAY FOOTING DETAIL 42" MIN 18" (MIN.) 4-5# VERTICAL REBARS EQUALLY SPACED W/#3 TIES ON 12" CENTER (MAX.) STEEL POLE & BASE 3" CLR. 5 8"x8 GROUND ROD & CLAMP, TO EXTEND 4" CONDUIT 3-#3 TIES AT 2" O.C. AT TOP 3" CLR 5" X 3" HANDHOLE OPENING WITH COVER (FACE AWAY FROM CURB) #6 B.C. GROUND WIRE (LOOP UNDER WASHER) 3 4"x24" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD DETAIL STANDARD BASE COVER ( 2-PIECE DIE CAST ALUM.) 51 2" 1" 24"x24" CEMENT CAP GROUT POURED IN PLACE T.O. PAVEMENT T.O. PAVEMENT DETAIL BASE COVER DETAIL 135° HOOK W/ 3" LEG MIN. AT THE ENDS OF EACH TIE A A SECTION 'A-A' NOTES: 1. POLE AND LUMINAIRE MANUFACTURED BY SE'LUX.SATURN MAGNUM. SAMG-MR-1-S100-SV-120-SM699 +#ST604-014-GV/SV-T35-PCT-BC-SM1726 2. POLE IS CONSTRUCTED OF GALVANIZED STEEL. FINISHED SILVER: PGV/SV SERIES : ST 6040 3. BULB IS 120V, 100W, HIGH PRESSURE SODIUM. 4. SHIELDING: MR TYPE V MTR. 261 REFRACTOR 5. OPTIONS; QUICK DISCONNECT. SM 699 6. WIRING SHALL BE #14 COPPER WITH XHHW-2 INSULATION. BLACK/PHASE, WHITE / NEUTRAL. 7. INSTALL HAND HALL OPENING AWAY FROM STREET. 8. INSTALL FELT FOR EXPANSION JOINT ON CAP TO SIDEWALK. ITEM QTY DESCRIPTION ANAHEIM PART NO. 1 1 STANDARD STREET LIGHT POLE-14'-SILVER SE' LUX 476325 2 1 LUMINAIRE, 100W, SATURN MAGNUM, SE' LUX 474285 3 1 CONTROL, PHOTO EYE , 120V, BUTTON TYPE 468005 4 1 LAMP, 100W, H.P.S. 47004 5 1 BALLAST, KIT, MULTI VOLTAGE FOR 100 WAT HPS LIGHT. 466075 ---PAGE BREAK--- 84 ---PAGE BREAK--- 85 ---PAGE BREAK--- 86 ---PAGE BREAK--- 87 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT CITY OF ANAHEIM STREET LIGHT DESIGN # 762 L143 REV1 REFERENCE: AMERON DWG. NO. SK062506 REV D 1 01-16 1 2 L 143 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT DESIGN 762 14" OCT. BASE DETAIL 3" 51" ± 1" GRADE HANDHOLE OPENING 3" X 5" 6-1/4" LG. WITH ALUMINUM COVER 0° COVER IS TO BE ATTACHED BY AMERON PRIOR TO SHIPMENT WITH (STD) SCREWS ACCESS HOLE 4-1/4" DIA.X 8" DIA. X 10-3/4" LG. 1" X 18" X 3" ANCHOR BOLTS ASTM F1554 GR.36, GALVANIZED (AMERON P/N: 75769 OR EQUIVALENT BY OTHERS) DEFAULT AMERON ANCHOR BOLTS SHOWN: FOUNDATION DESIGN IS BY OTHERS. 22" SQ. X 24" DEEP FOUNDATION (TYP.) SPECIFIC FOUNDATION DESIGNS MAY REQUIRE ALTERNATIVE BOLT REQUIREMENTS. 7-1/2" ±1/4" I.D. CONDUIT RACEWAY CLEARANCE 16" SQ. X 3/4" PL. ASTM A36 BASE PLATE DETAIL 16-1/2" TO 17-1/2" B.C. 14" 9-3/4" OCT. 7-7/8" OCT. ACROSS FLATS NON-SHRINK GR (BY OTHERS) 12" ± 1/8" (30°) 1-1/2" ± 1/4" STUD EXTENSION 1/2-13NC STUDS GALV STEEL WITH HEX NUTS & WASHERS ON A 3-11/16" DIA. BOLT CIRCLE X 12" LG. (STANDARD MOD90 POLE TOP) 1"X3" SLOTTED WIREWAY EXIT 270° (DRILLED) (MOD28) TOP MOUNT DETAIL CAST ALUMINUM FINNED CAP (INCUDED WITH LMA ASSEMBLY) TOP CAP IS TO BE ATTACHED BY AMERON PRIOR TO SHIPMENT HEX NUTS & WASHERS (INCLUDED WITH POLE) 6" OCT. 1/2"-13NC STUDS 45° (TYP) POLE TOP/STUD DETAIL 12" (NOM.) 14" ± 1" 2° ± 1° SPECIAL 4' GALVANIZED STEEL CLAMP STYLE S ARM LMA ASSEMBLY WITH ATTACHMENT HARDWARE (SHOWN 270° FOR CLARITY) 6" O.D. (ACROSS FLATS) POLE TOP WITH 1-7/8"±5/8" I.D. RACEWAY SPUNCAST PRESTRESSED CONCRETE POLE POLE ORIENTATION 0° 180° 270° 90° HANDHOLE WIREWAY 18'-11" POLE HEIGHT ABOVE GRADE 19'-2" POLE OVERALL LENGTH GRADE LINE 3" 1-1/4" X 1-3/4" SLOTS 1"PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON ? OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS #6 B.C. GROUND WIRE (LOOP UNDER WASHER) 4" 5/8" X 8' GRD ROD (TO EXTEND 4" ABOVE CONDUIT) ADDED TABLE 1 ---PAGE BREAK--- 88 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT CITY OF ANAHEIM STREET LIGHT DESIGN # 762 L143 REV1 REFERENCE: AMERON DWG. NO. SK062606 REV D 1 01-16 2 2 L 143 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-88. 2. THE POLE SHALL BE BLACK AND WHITE AND ENTIRELY COATED WITH AMERISHIELD ANTI-GRAFFITTI SEALER. 3. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16" DIAMETER, A-416 WIRES MINIMUM. 4. FOR COMPLETE POLE UNIT ONLY (WITHOUT THE LUMINAIRE AND ARMS), ORDER "AMERON" PART NUMBER 4B1-19MIX52. VENDORS ARE PACIFIC LIGHTING, 1-SOURCE, HD SUPPLY. 5. FOR COMPLETE LUMINAIRE UNIT WITH SET SCREWS TO ATTACH TO THE ARM , SEE TABLE BELOW. 6. WIRING SHALL BE #14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 7. REVISIT LIGHTING CALCULATION FOR EXISTING OR NEW LUMINAIRE. 8. THE SINGLE CLAMPED ON ALUMINUM PIPE LMA ASSEMBLY [NOT TO EXCEED 51" LENGTH, 1.7 SQ.FT. EPA, 20 LBS PER ARM SIDE (PIPE ARM & CLAMP COMBINED)] DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY A SINGLE LUMINAIRE (NOT TO EXCEED 2.5 SQ.FT. EPA, 50 LBS. MAX); THE POLE DEPICTED IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY THE TOP MOUNT LMA & THE LUMINAIRE AS DESIGNED PER THE 2009 AASHTO LTS-5 IN A 90 MPH WIND ZONE (3-SECOND GUSTS). PLEASE ADVISE IF THE INTENDED LOADING EXCEEDS THESE VALUES. ITEM QTY DESCRIPTION GE ID/CAT. NO. STOCK CODE COMPATIBLE UNIT 1 1 POLE & ANCHOR BOLTS N/A 476070 SLDES 762 2 1 ARM-CLAMPED ON N/A 464070 3 1 LUMINAIRE (100W HPS EQUAL) SEE STOCK CODE 474085 L100LED120/240C 4 1 LUMINAIRE (200W HPS EQUAL) SEE STOCK CODE 474090 L200LED120/240C ADDED TABLE 1 TABLE 1 ---PAGE BREAK--- 89 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT DESIGN #763 FOR INSTALLATION OF CELL SITE ON TOP OF THE STREET LIGHT POLE IN ANAHEIM HILLS AREA FINISH GRADE BASE PLATE DETAIL FINISH GRADE FOUNDATION DESIGN (BY OTHERS)** 4.5 FT SQUARE BY 5 FOOT DEEP FOUNDATION (TYP.)- SEE PROJECT SPECS FOR REQUIRED BASE SIZE ALONG WITH CONDUIT SIZING AND ORIENTATIONS REQUIRED. POLE OD ˜ 11.8" POLE ORIENTATION 0° 180° 270° 90° HANDHOLE WIRE EXIT & POLE I.D. TAG WIRE EXIT 39" ARM TO BE FIELD DRILLED FOR LUMINAIRE ATTACHMENT (BY OTHERS) 65" ± 1" CAST ALUM SCROLL 4"X 6" ALUM. TUBE 25" ± 1" SPECIAL LUMINAIRE ARM DETAILS 2" TYP. 14" POLE TOP DETAILS 3/4-10UNC TOP MOUNT COUPLING NUTS 90° ON 240 MM(9.45") BOLT CIRCLE FOR ANTENNA ATTACHMENT (BY OTHERS) (STANDARD MOD 98 POLE TOP) Ø 7" ID POLE SECTION 3/4" CLEAR COVER (TYP.) (12) 9mm PRESTRESSING STEEL WIRES ASTM A-421 2-1/2" WALL (TYP.) #11 GA. SPIRAL STEEL WIRE AT 3" PITCH ASTM A-1084 (FORMERLY ASTM A-36) #1 GA LONGITUDINAL STEEL WIRE WELDED TO SPIRAL WIRE ASTM A-1084 (FORMERLY ASTM A-36) HANDHOLE FRAME #6 GA X 6" BARE COPPER GROUNDWIRE WITH 1/2" GROUND LUG (MODBD) SPIRAL CAGE WIRE (AT FRAME LOCATION) & GROUND WIRE ARE TO BE CONNECTED & SECURED PRIOR TO CASTING CONCRETE CL CL 6-1/2" ± 1/4" ID CONDUIT CLEARANCE 1-1/2" PL X 15" SQ. GALV. STEEL PLATE ASTM A-36 #1-1/2" X 2-1/2" LG. THRU SLOTS @ 90° APART EQUALLY SPACED ON A 15" TO 17" DIA. B.C. 45° (TYP.) 5'-0" (MAX.) POLE HEIGHT ABOVE GRADE 29'-3" OVERALL POLE LENGTH 29'-6" 24" NOM. 18"DIA BY 60" (MAX.) SHROUDED ANTENNA (BY OTHERS) 65" SPECIAL ALUMINUM LUMINAIRE ARM ASSEMBLY PAINTED STAT. DARK BRONZE (PC) (MOD42) Ø1-1/4" TAPERED TO Ø1-1/2" WIRE EXIT @ 0° & @ 180° (SHOWN @ 90° & 270° FOR CLARITY) SPUNCAST PRESTRESSED CONCRETE POLE 3" 18" (27") POLE I.D. TAG 0° 3" X 7" HAND HOLE WITH CAST ALUMINUM FRAME & COVER @ 0° COVER TO BE ATTACHED BY AMERON PRIOR TO SHIPMENT WIT STANDARD (STD) DOOR SCREWS CLUSTER PLATE ASSEMBLY INCLUDES ANCHOR BOLTS, CLUSTER PLATES, & ADDITIONAL HEX NUTS & WASHERS PER BOLT. 1-1/4" DIA. X 48" ANCHOR BOLTS EACH WITH HEX NUTS & WASHERS; ASTM A36M55 GALVANIZED BOLTS ON A ON A 16" DIA. BOLT CIRCLE CLUSTER PLATE (ALIGNMENT) CLUSTER PLATE (BEARING) FOUNDATION DETAILS SEE FOUNDATION DETAILS FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET CITY OF ANAHEIM STREET LIGHT DESIGN #763 CELL SITE TOP L 144 REV1 1 01-16 1 2 L 144 #6 B.C. GROUND WIRE (LOOP UNDER WASHER) (INSTALL SUFFICIENT NUMBER AND SZE OF CONDUIT INSIDE FOUNDATION PER WORK ORDER DESIGN REQUIREMENT) 5/8" X 8' GRD ROD (TO EXTEND 4" ABOVE CONDUIT) 20'-0" ANTENNA POWER SHUT-OFF SWITCH (NOTE 9) LUMINAIRE 10" MOUNTING HEIGHT 24' NOM. ---PAGE BREAK--- 90 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET CITY OF ANAHEIM STREET LIGHT DESIGN #763 CELL SITE TOP L 144 REV1 1 01-16 2 2 L 144 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-13. 2. THE POLE SHALL BE BUFF LONEPINE YELLOW AND ENTIRELY COATED WITH AMERISHIELD ANTI-GRAFFITTI SEALANT. 3. FINISH TO MATCH ANAHEIM DESIGN 738 FINISH. 4. FOR COMPLETE POLE UNIT ONLY (WITHOUT THE LUMINAIRE AND ARMS), ORDER "AMERON" PART NUMBER BP3300X07. 5. FOR COMPLETE LUMINAIRE UNIT WITH SET SCREWS TO ATTACH TO THE ARM , SEE CONSTRUCTION STANDARD L-123. FOR ARM ORDER ANAHEIM STOCK CODE E464010M (EXCEPT FOR CLAMP, MATCH POLE DIAMETER @ LOCATION). 6. WIRING TO LUMINAIRE SHALL BE #14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 7. THE POLE SUGGESTED MANUFACTURER IS "AMERON", VENDORS TO ORDER THE UNIT ARE HD-SUPPLY, WESCO LIGHTING, PACIFIC LIGHT CORPORATION, AND ONE SOURCE. 8. THE POLE DEPICTED IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY A CYLINDRICAL 18" DIA. X 60" TALL ANTENNA SHROUD, THE TOP MOUNT LMA AND THE LUMINAIRE PER THE 2010 CALIFORNIA BUILDING CODE, ASCE 7-05 & 2013 AASHTO LTS-6 IN A 90 MPH WIND ZONE (3-SECOND GUSTS). POLE CHECKED AGAINST LOCATION SPECIFIC SEISMIC CRITERIA, PLEASE ADVISE MFR. IF INTENDED LOADING EXCEEDS THESE VALUES. 9. ANTENNA POWER SHUT OFF SWITCH, FURNISHED AND INSTALLED BY WIRELESS COMPANY. ---PAGE BREAK--- 91 FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET 13" x 24" PULL BOX AND COVER DETAILS CU1500-1A REV7 7 01-16 1 4 CU 1500-1A B B C C PLAN VIEW SECTION B-B SECTION C-C 1" MIN. HOLD DOWN 1" MIN. FRAME (RING) COVER 16 1 2" DETAIL 13 1 2" 13 3 4" 2" SCOPE: THIS STANDARD SHOWS DETAILS, SPECIFICATIONS, AND ORDERING INFORMATION FOR APPROVED 13"x24" FIBERGLASS REINFORCED OR PLASTIC (HDPE) PULL BOX FOR USE ON CITY ELECTRIC DISTRIBUTION, STREET LIGHTING AND TELECOMMUNICATIONS SYSTEMS. ALSO, THIS STANDARD SHOWS PULL BOXES AND COVERS OF VARIOUS MATERIALS NOW DESIGNATED FOR MAINTENANCE ONLY. FIBERGLASS REINFORCED PULL BOX WITH POLYMER CONCRETE COVER SUITABLE FOR LANDSCAPE LOCATIONS OR LOCATIONS THAT MAY SEE OCCASIONAL NON-DELIBERATE TRAFFIC. CAUTION: 18" 14" 20" TYPICAL FIBERGLASS REINFORCED BOX 2" TYP. 4" 1 2" 23" END VIEW PLAN VIEW 19 3 4" 2" TYP. 26" 1 3 8" 10 1 4" POLYMER CONCRETE FRAME (RING) 9 7 8" 5 1 8" 1 1 2" 4 5 8" 23 1 2" 29 1 2" 13 3 4" 1 2 FLOATING NUT FOR 1 2" BOLT BOLT, PENTA HEAD " x REQ'D. LENGTH HOLD DOWN SEE DETAIL SIDE VIEW TYPICAL POLYMER CONCRETE COVER UPDATED MANUFACTURER TABLE RECESS FOR HOLD DOWN BOLT 2 PLACES FIBERGLASS REINFORCED BOX 23 1 4" ---PAGE BREAK--- 92 ---PAGE BREAK--- 93 ---PAGE BREAK--- 94 ---PAGE BREAK--- 95 ---PAGE BREAK--- 96 ---PAGE BREAK--- 97 ---PAGE BREAK--- 98 ---PAGE BREAK--- 99 ---PAGE BREAK--- 100 ---PAGE BREAK--- 101