SOW_Appendix_F_-_Design_Guide_Specs.pdf

INTERMEDIATE DESIGN SUBMITTAL; 65

PERCENT

1. General. This will define by discipline the basic requirements of a prefinal design submittal or a regular preliminary design submittal (65 percent) pertaining to the analysis of design and drawings. This submittal will incorporate all the requirements of a 65 percent concept or early preliminary design plus additional information to complete this level of design. Basis of design narrative and computations developed and submitted at concept design shall be expanded during preliminary design to include review comments and changes addressed during concept review. The specifications, if not submitted at a previous submittal, shall be provided. The prefinal or regular preliminary design shall incorporate the responses to previous submittal reviews.

2. Objective.

2.1. The 65 percent design submittal is intended to provide a thoroughly thought-out design conforming to all the applicable criteria. The 65 percent design will be a logical further development of the concept design. The design shall define all the elements to be incorporated into the project to a level demonstrating a complete functional design consistent with a 65 percent design effort.

2.2. Review Comments and Revisions. Any major design changes which are necessary due to review comments or other reasons shall be resolved at this design submittal. Any changes at this time should only be for the purpose of coordination and refinement of the complete design package.

3. Civil Design.

3.1. Basis of Design. The narrative provided at the concept submittal shall be expanded to give a thorough description of each of the civil design features included in the project.

3.2. Computations. The computations shall support the narrative and be expanded from the previous submittal to be consistent with the 65 percent design effort Each area of the design shall have sufficient computations to demonstrate basic design feasibility.

3.3. Drawings. The design drawings shall cover all aspects of the project design. The drawings should be of sufficient detail to indicate a complete and coordinated design effort appropriate for review. The drawings shall include all the sheets that will be in the final set to indicate what the final package will include.

4. Landscape Architectural Design.

4.1. Basis for Design. The narrative shall completely explain and substantiate the design provided and expand upon what was provided in the previous submittal. State that no landscaping is required if this is the case. Also state whether or not irrigation will be included in the project.

4.2. Drawings. The landscape plan shall show the general placement of plant material, lawn, and all other pertinent landscape features. A legend shall indicate mature height and/or spread of all plant material whether deciduous or evergreen and whether shrub, tree, or ground cover. Specific plant names may be indicated as well, if known in this phase. The level of detail shown for other landscape features such as benches, planter walls, tree grates, bollards, etc., shall be consistent with the percentage of design completed.

5. Architectural Design.

5.1. Basis for Design. The narrative description shall be expanded upon and any changes in color board or scheme boards shall be made for resubmittal.

5.2. Computations. Revise any floor plan area computations as necessary to reflect changes from the concept submittal.

5.3. Drawings. The design drawings shall be sufficiently complete to describe the complete architectural design effort in a form appropriate for review. Every sheet that will be in the final set shall have sufficient Completeness to indicate what type of information will be provided.

6. Structural Design.

6.1. Basis for Design. The narrative description must completely explain and substantiate the design provided. This shall be an expanded document from the previous submittal.

6.2. Computations. Design calculations covering all the major structural elements must be presented. The calculations must support the design to a level consistent with the percentage of design completion.

6.3. Drawing . The design drawing must be sufficiently complete to explain the total structural design. Pertinent structural criteria will be noted on the drawings, and any other information consistent with a 65 percent design. Each sheet that will be in the final set will be provided to illustrate the extent of the complete set.

7. Mechanical Design.

7.1. Basis for Design. Design aspects affecting the types of systems will be described. The systems designs shall be sufficiently described to demonstrate design functionality.

7.2. Computations. The calculations must support the design assumptions made to this stage and be descriptive enough to allow adequate review.

7.3. Drawings. A complete design drawing set showing all mechanical systems in the project is required. The drawings must include any information required to permit a design review consistent with at least 65 percent of design completion. All sheets which will be in the final set shall be included.

8. Electrical Design.

8.1. Basis for Design. The narrative shall explain the electrical design. Any detection, alarm, or miscellaneous systems will also be explained. These descriptions will represent an extension of those in the previous submittal to a level of detail consistent with the percentage of design completed.

8.2. Computation. The calculations will also be expanded to reflect a percentage of completion consistent with the design submission.

8.3. Drawings. All sheets which will be in the final set shall be provided. These sheets shall be complete to a level of detail consistent with the percentage of design completion.

9. Corrosion Design.

9.1. Basis for Design. The narrative shall explain the corrosion design. Any detection, alarm, or miscellaneous systems shall also be explained. These descriptions shall represent an extension of those in the previous submittal to a level of detail consistent with the percentage of design completed.

9.2. Computations. The calculations shall also be expanded to reflect a percentage of completion consistent with the design submission.

9.3. Drawings. All sheets which shall be in the final set shall be provided. These sheets shall be complete to a level of detail consistent with the percentage of design completion.

FINAL DESIGN SUBMITTAL; 95 PERCENT

1. General. This will define, by discipline, all specific requirements of a final design submittal pertaining to the drawings and the Analysis of Design. If all review comments are not satisfied, rechecks and resubmittals will continue until all comments are resolved or withdrawn.

2. Objective.

2.1. The final submittal is intended to present a biddable, design package conforming to all the appropriate criteria. Final design will be accomplished by developing and refining the design in its various stages by using the review comments as a communication vehicle between the A-E, the A-E, and the user.

2.2. Project Review Comments. The A-E shall annotate the action taken on each preliminary and/or concept comments and shall include the annotated comments with the submittal package. If the A-E feels that any comment is inappropriate or in error, he shall call the COR/PM prior to proceeding with the final design to resolve the conflict. If the comment is modified or omitted as a result of this coordination, then a brief record of the conversation shall be included with the annotated comments. Updated listing on deviations from criteria developed for the previous submittal shall be provided. All deviation shall be supported by waivers from authority or by record of correspondence to user by project manager. Review conference actions are not considered supporting authority.

2.3. Changes to Basic Design. Major changes to the basic design will not be permitted at this time unless these changes are the result of review comments, changes in criteria, changes in SOW, or unforeseen problems necessitating the A-E to alter his original design. All the changes will be resolved through the COR/PM before proceeding.

3. Civil Design.

3.1. Basis for Design. Complete the discussion of civil features that was presented in previous submittals. Update the Basis for Design to include any changes brought about by the design process or review comments.

3.2. Computations.

3.2.1. Water Distribution and Service Lines. Furnish final flow requirements, line sizes, friction factors, head 1068, water velocities, and line pressures. Provide fire flow test data or other measurements upon which the calculations are based. Show complete calculations demonstrating the ability of the water distribution and service lines to deliver the required pressure and quantity of water.

3.2.2. Water and Sewage Treatment. List all criteria used for the design of each treatment process and operation. Furnish all calculations showing the design of the processes and operations including the hydraulic and organic loading. Provide a hydraulic profile of the treatment plant.

3.2.3. Sewage Collection. Show the population or fixture unit basis for computing expected flows. Show peak and average expected or measured flows and any factors used in estimated flows. Provide the flows, sizes, slopes, and velocities for each line segment. In addition for lift stations, show required head, volume of wet well, cycle times at peak and average flows, and pump controls.

3.2.4. Storm Drainage. Show all the computations used for determining the designs flow and pipe sizes (including all options in pipe materials). List rainfall intensity, return period, concentration times for each drainage area, and the infiltration factors used.

Provide an analysis of each new culvert and of existing culverts which are used in the designing. Show adequacy of existing drainage facilities to carry runoff. Include a sketch of the drainage area which shows the grading, principal water courses and the location, size, and invert elevation of existing and proposed new drainage facilities, including surface ditches, storm sewers, and culverts.

3.2.5. Roads. Street. Open Storage Areas. Hardstands. and Walks. Show all design calculations including elevation of design wheel loads, material, and type of construction and class of each type of paving. Include all computations for curves, alignment, sight distance, passing distance, and superelevation.

3.2.6. Grading. Furnish cross sections and complete calculations for all earthwork.

3.3. Drawings.

3.3.1. Expand and fully develop drawings used in concepts or early preliminaries as applicable. Add any new sheets necessary to complete the presentation, including the following:

3.3.1.1. Foundation Explorations and Logs. The A-E will provide information on exploration locations and logs of explorations which be incorporated and coordinated into the final drawing set by the A-E.

3.3.1.2. Siting. Show the dimensions of all new work and the relation of new work to existing facilities. The new work will be located by coordinates or other definite means. only one bench mark shall be used except where a very large area is involved. Indicate the bench mark location, elevation, and description.

Provide a north arrow and at least two horizontal control points. Provide complete vertical alignment descriptions. With airfields, this information must be shown for each separate area of pavement. Clearly locate onsite borrow and spoil areas. Indicate possible future construction using short dashed lines.

3.3.1.3. Grading. Provide a north arrow and show the grading and drainage conditions, including scales, direction of drainage, point of discharge, and ditches using notes, symbols, and spot elevations or contours. Provide finished grades for new work and show existing topography. In rigid pavements, grades are to be shown at all joint intersections, or at intersection of joints and centerline, if no regular pattern of intersection exists. Provide sections showing the relationship between existing ground and finished grades, pavements, shoulders, ditches, scales, curbs, gutters, buildings, and other structures.

3.3.1.4. Paving. Railroads. and Fencing. Show the location and dimensions of all roads, streets, walks, pads, open storage areas, runways, aprons, taxiways, overruns, railroads, fences, and gates. Indicate different surfaces and pavement sections with symbols and notes. Furnish all alignment and curve data needed to lay out the work. Provide details showing joints, curbs, gutters, signs, sealants, sidewalks, pavement sections, switches, turnouts, and road crossings.

Include all elements of the pavement or track section with depths and compaction requirements. Clearly show joint layout, thickened edges, dowels, tie bars, reinforcement, joint keys, location of tie-down anchors, markings, and striping. For airfield pavements, all joints will be shown on a scaled drawing(s ) with elevations shown at all joint intersections. Typical geometric layouts will not be used.

3.3.1.5. Utilities.

3.3.1.5.1. Show all pipes with sizes (such as water, sewer, storm drain, and gaslines) valves, manholes, fire hydrants, service boxes, inlets, culverts, headwalls, and cleanouts. Provide a north arrow on the utilities site plan and show the relation between the utilities and roads, buildings, sidewalks, etc. Provide the sizes, strengths, or classes corresponding to the different material options. Indicate the points of entry to buildings for utility lines.

3.3.1.5.2. Profiles shall be provided for wastewater collection lines, force mains, water supply, and distribution lines where there is a possibility of interference with other utilities. Profiles will also be provided to show adequate cover in areas of varying topography. The profiles shall show minimum cover; new and existing utilities; invert elevations; stationing;

surface features such as roads, curbs, sidewalks, etc.; and appurtenances to the utility system.

3.3.1.5.3. Furnish details of all features such as valves, manholes, fire hydrants, service boxes, inlets, headwalls, cleanouts, thrust blocks, pipe encasements, frames, grates, covers, steps, etc. For treatment facilities, provide details for treatment units. Show all inplant lines and process piping. In congested areas or in area where data is unclear as to the exact location of utilities, the utilities drawings should contain the following note: "Elevations of utilities are given to the extent of information available. Where elevations are not given at points of existing utilities crossings, such elevations shall be determined by the contractor and reported to the CO. When unknown lines are exposed, their location and elevation shall likewise be reported."

3.3.1.5.4. Landscaping. The plan shall be clearly delineated and dimensioned where necessary to insure the proper location of plants, lawn divider strips, and similar items. The plant list shall have the botanical and common name, quantity, container size or caliper, and spread of the plants specified. Header board, planting, and staking details shall be shown. Lawn areas, where specified, shall be clearly defined. The planting plan shall be a separate drawing and shall not have irrigation details on the same drawing. Where erosion control seeding and special treatment for erosion control is required, the areas shall be well described and delineated. The irrigation plan shall show the layout of the sprinkler system locating the heads, pipe sizes, valves, backflow preventer, and connection to main. State that no landscaping is required if this is the case.

4. Architectural Design.

4.1. Basis for Design. Complete the discussion of architectural features that was presented in previous submittals. Update the narrative to include any changes brought about by review comments. Update the color boards as directed by the review.

4.2. Computations. Update the floor area computations to reflect changes brought about by review comments and/or floor plan changes.

4.3. Drawings. Expand and fully develop drawings used in concepts or early preliminaries if applicable. Add any new sheets necessary to complete the presentation, including the following:

4.3.1. Provide a detailed typical interior wall section for each type of wall being used.

Section to be taken from plans, not elevations.

4.3.2. Roof Plan. Indicate mechanical equipment and vents, roof drains, roof slopes, crickets, etc. Cross reference to where flashings and curbs are detailed for roof penetrations.

4.3.3. Caulking Joint Shapes. Show all appropriate joint shapes per referenced criteria.

Detail and dimension joints and cross reference to drawings where they are required.

4.3.4. Fire Ratings. Show only required, not inherent, ratings of 1 hour or more for partitions, ceilings, ceiling-roof, or ceiling-floor assemblies. This may be shown on the reflected ceiling plan when provided in a "REQUIRED FIRE RATING SCHEDULE" listing each room or area to be separated; or in a single line floor plan which indicates only fire partitions and firewalls.

4.3.5. Reflected Ceiling Plan. Provide for all buildings with suspended ceilings except industrial type containing minimal office space.

4.3.6. Update the color boards as directed by the review comments, and resubmit them.

Also, provide one additional color board for each AF project.

5. Structural Design.

5.1. Basis for Design. Complete the discussion of structural features that was presented in the concept or early preliminary submittal. Update the narrative to include any changes brought about by review comments.

5.2. Computations.

5.2.1. Present complete structural calculations covering all parts of the structure and miscellaneous facilities. When a computer is utilized to perform design calculations, the analysis will include, but not be limited to, the following information, in addition to information required elsewhere in this manual:

5.2.2. Describe design methods, including assumptions, theories, and technical formulas, employed in design solutions.

5.2.3. Present copies of computer input data and output summaries presented in human language, accompanied by diagrams which identify joints, members, areas, etc., according to the notations used in the data listings. Complete listing of all computer output will be provided in a separate binding when it is too voluminous for including in the design analysis. These listings will be augmented with intermediate results where applicable so that sufficient information is available to permit manual checks of final results.

5.2.4. Live loads shall be placed to produce maximum stresses and minimum stresses where there is a possibility of stress reversal.

5.2.5. If special methods of solution, tables, etc., are employed, references shall be made in the calculations to the sources of such material.

5.3. Drawings.

5.3.1. Expand and fully develop drawings used in concepts or early preliminaries if applicable. Add any new sheets necessary to complete the presentation.

5.3.2. The structure should be carefully studied 80 that elaborate details are not required and all information necessary for construction is clearly and simply presented on the drawings. Typical sections shall be truly typical and not representative of one particular condition.

5.3.3. Wall Elevations. Wall elevations shall be provided for precast or tiltup concrete panels showing typical reinforcing, reinforcing around openings, connections, etc.

The intent is to show one complete design on the drawings, even though manufacturers may prefer to detail things differently.

5.3.4. Joints. The locations and details of all concrete joints shall be shown on the drawings. Included are control joints in slabs on grade; construction joints in walls, floors, and roofs; and expansion and seismic joints.

5.3.5. Structural Data. State the design stresses for all materials, soil bearing values, and other pertinent information from the geotechnical report; classes of concrete and where used; design live loads for various areas of the building including all loads considered in the floor slab; design windload; seismic zone, Z, I, R, C, and S values, whether or not the building has been designed for future horizontal or vertical loads;

and any other notes necessary to clarify or complete the information shown on the drawing.

6. Mechanical Design.

6.1. Basis for Design. Complete the discussion of mechanical features that was presented in the concept or early preliminary submittals. Include any changes brought about by review comments.

6.2. Computations.

6.2.1. Finalize all computations leading to sizing of distribution systems, selection of powered equipment and its power requirements and controls, and selection of auxiliary equipment.

6.2.2. Equipment selection is restricted to regularly cataloged items of domestic manufacturers, in commercial service for more than 1 year, supplied by dealers having service organizations supporting the project location. Completely identify, but not on the drawings, each piece of equipment by manufacturer's name, model, and characteristics. Present a study of floor space in the mechanical room by selecting the largest of three competing makes of each piece of equipment to go into the room. Allow ample room for servicing and replacement of equipment.

6.2.3. Provide complete tabulation of cooling loads and psychrometric charts for all the air handling systems with cooling.

6.3. Drawings. Expand and fully develop drawings used in concepts or early preliminaries if applicable. Add any new sheets necessary to complete the presentation, including the

6.3.1. Plumbing.

6.1.1.1. Show piping and venting in two-dimensional riser diagrams for complicated plumbing systems, e.g., medical and dental facilities and all multistory buildings.

6.1.1.2. Provide a schedule of plumbing fixtures and equipment, showing size data and specification reference.

6.3.2. Mechanical.

6.3.2.1. Provide double-line drawings for all duct work shown on cross sections and in mechanical rooms. Single-line drawings may be used for air distribution duct layout provided sufficient cross sections are shown for congested areas.

6.3.2.2. If required for clarification of duct sizes, show singleline riser diagrams for supply and exhaust systems for multistory buildings. Provide sections where needed to show special relations and indicate the typical location of lights, structural members, etc.

6.3.2.3. Locate and detail all fire dampers.

6.3.2.4. Provide piping schematics to show all complicated flow processes.

6. Electrical Design.

6.1. Basis for Design.

6.1.1. Complete the discussion of electrical features that were presented in the previous submittals. Include any changes brought about by review comments.

6.1.2. Single-Line Diagram. Provide a simplified single-line diagram of the system showing all transformers, motors, conductors, circuit breakers and fuses, etc. All items shall be identified by the same alpha-numeric designation shown on the drawings. The purpose of the single-line diagram is to identify selected points where imaginary faults will be located for the short-circuit study to determine whether protective devices and/or components for such equipment can withstand the available short-circuit stresses. The system equipment may be so simple that calculations may be made using reactances only. This will suffice to indicate that equipment ratings are adequate. If the results are borderline, where equipment ratings are slightly under the required rating, then calculations shall be repeated, using all items such as circuit breaker contacts, small cables, and available reactances and resistances.

6.1.3. Deviations from Criteria Summery. Updated listing on deviations from criteria developed for the previous submittal shall be provided. All deviations shall be supported by waivers from authority or by record of correspondence to user by project manager. Review conference actions are not considered supporting authority.

6.2. Computations.

6.2.1. Provide complete design calculations for all interior and exterior electrical systems.

6.2.2. Provide manufacturers' names and model numbers for each major equipment item used in determining dimensional and weight requirements.

6.2.3. Calculations for the maintained foot-candle intensities in all areas shall be shown.

6.2.4. Provide transformer, generator, switchboard, and feeder computations indicating all demand, diversity, ambient temperature, or derating factors considered in the selection of equipment or conductor sizes. All factors, such as demand and diversity factors, derating factors, etc., shall be supported by engineering or manufacturer data.

6.2.5. Provide load summaries for each panel, switchboard, switchgear, motor control center, etc. The summaries shall have a categorization based on type of load (i.e., heating, pumps, lighting, air-conditioning, receptacle, panel, etc.), and include the respective demand factors applied to each. The summaries shall show spare kVA allocated to each piece of distribution equipment, coordinated with spare capacity in service equipment.

6.2.6. Compute the voltage drop on all service and feeder circuits and on worst case branch circuits supplied by each panelboard and switchboard.

6.2.7. State the rationale for selection of reduced voltage starting equipment.

6.2.8. Outside overhead distribution work shall also include calculations including but not limited to pole sizing calculations, conductor tensioning, and sagging calculations and guy wire sizing and placement calculations.

6.3. Drawings. Expand and fully develop drawings used in concept or early preliminary submittals if applicable. Add any new sheets necessary to complete the presentation, including the following:

6.3.1. Site Plan for Outside Distribution System.

6.3.2. Show location of new and existing poles and routing of new lines on the plot plan.

6.3.3. Show location of new and existing manholes and pull holes on the plot plan.

Locate and show details of major equipment. Show routing and cross section of duct line sections.

6.3.4. Show location of street, parking, and walkway lighting poles. Provide details of luminaire, pole, and base.

6.3.5. Provide layout of lighting poles showing dimensions and aiming angles. Provide complete backup calculations

6.3.6. Where airfield lighting is included in the project, show location, controlling dimensions, extent of the proposed system, routing of supply circuits, location of vaults and control towers, and locations for various types of lighting units.

6.3.7. Where cathodic protection is necessary, show extent of the facilities to be protected, location and type of anode beds, location of test points, details for sectionalizing an underground piping system, and source and routing of supply for impressed current and cathodic protection system.

6.3.8. Floor Plan for Interior Distribution System. The floor plans shall show all principal architectural features of the building which will affect the electrical design. Separate floor plans shall be used to avoid congestion. The floor plans shall also show the

6.3.8.1. Room designation and number.

6.3.8.2. All lighting fixtures, fixture types, and number and size of lamps per fixture.

6.3.8.3. All switches for control of lighting.

6.3.8.4. All lighting circuits and associated wiring.

6.3.8.5. All receptacles and associated wiring. Receptacles shall be identified by appropriate NEMA type.

6.3.8.6. The location and designation of all panelboards. Drawings shall clearly indicate the type of mounting required (flush or surface).

6.3.8.7. Service entrance (weatherhead, conduit, and main disconnect).

6.3.8.8. Fixture mounting details where unusual conditions are encountered.

6.3.8.9. Location and designation of exit lights and main exit light switch.

6.3.8.10. Location of all fire alarm equipment and associated wiring, including alarm bells, manual stations, control panels, power supply switch, and empty service entrance conduit for connection to base fire alarm loop, if applicable.

6.3.8.11. Location and proper designation, including associated wiring, of all transformers, motor generator units, rectifiers, primary equipment, and primary and secondary bus and supports. Show the necessary space requirements for each.

6.3.8.12. Size, location, designation, and space requirements for all switchgear, switchboards, and similar equipment.

6.3.8.13. Location and designation of other signal, communication, or alarm system equipment.

6.3.8.14. All unusual grounding requirements and all grounding for transformer vaults, transformer pads, and enclosing fences; d.c. generators and rectifiers;

and all a.c. generating equipment. Also include grounding for static grounds in hangars, all fuel handling or storage equipment, and all primary equipment.

6.3.8.15. Define the physical limits of each hazardous area and the class, division, and group of equipment and wiring.

6.3.8.16. Location, designation, and rating of all motors and/or equipment which requires electrical service. Show method of termination and/or connection to motors and/or equipment. Show all necessary junction boxes, disconnects, controllers (approximate only), conduit stubs, and receptacles required to serve the motor and/or equipment.

6.3.8.17. The number of conductors in each conduit or cable run when the number of conductors required exceeds two. Circuit designations shall be shown for all home runs and feeders. Circuit and wire sizes shall be shown on the floor plan when not shown on panelboard schedules and/or riser diagrams.

6.3.8.18. Elevation views of motor control centers, switchboards, switchgear, unit substations, and other major pieces of equipment.

6.3.9. Power Riser Diagrams. A complete power riser diagram shall be shown, including:

6.3.9.1. Characteristics of primary supply (voltage, phase, wire, and frequency); size and type of conduit; and size, type, and voltage rating of the primary cable.

6.3.9.2. Size, type, and rating of the primary disconnect.

6.3.9.3. Main transformer characteristics, including voltage kVA rating, impedance and wiring configuration (i.e., delta-wye, etc.).

6.3.9.4. Main secondary feeders and main secondary disconnect.

6.3.9.5. Ratings of panelboards, switchboards, and disconnects.

6.3.9.6. Characteristics, rating, and proper identification of all motor-generator units, rectifiers, battery chargers, minor transformers, fuses, circuit breakers, and all similar special equipment. Indication of all controls and control wiring required for the proper control of the 60-hertz equipment listed. (All 400-hertz and d.c. wiring, control, feeders, panelboards, and associated equipment shall be shown on a separate riser diagram.

6.3.10. Fire Alarm Riser Diagram. A complete, separate riser diagram shall be shown for each fire alarm system. The diagram shall include power supply, control panel, manual and automatic stations, alarm bell, coded transmitter, and zone annunciation.

It shall show connection to the base fire alarm loop or provide a spare entrance for future connection to the base fire alarm. In addition, it shall illustrate conduit runs, numbers of conduit, and conduit size.

6.3.11. Exit Lighting System Riser Diagram. A separate riser diagram shall be shown for the exit lighting system and shall include power supply exit lights with conduit/conductor size and number.

6.3.12. Miscellaneous System Riser Diagram. A separate riser diagram shall be shown for each separate system such as telephone, intercom, paging, CCTV, master clock system, etc. The diagram shall include power supply, control panel or device, conduit runs, other components, and room location of each device.

6.3.13. Schedules for panelboards, switchboards, power-switchgear assemblies, and motor control centers shall be provided showing total connected load, total space load, demand factor, diversity factor, maximum demand, main and branch circuit ratings, bracing requirements, interrupting ratings for individual devices,, frame size for each circuit, number of poles, and description of each load.

6.3.14. Schedule for lighting fixtures shall be developed indicating fixture type, quantity, location, mounting height, and any other information required for installation.

Description and pictorial view for each lighting fixture shall be prepared on 8-1/2-inch by ll-inch drawings and included in the contract specifications.

6.3.15. Construction details shall be provided for concrete pads, fences, gates, special grounding, the installation of motor-generator units, padmounted transformers, primary and secondary bus supports, and similar items or equipment. The drawings shall clearly indicate all equipment which is furnished and/or installed by others.

6.3.16. Schematic diagrams shall be provided to indicate all electrical control, including motor control circuits; switchgear; auto transfer switches; emergency generators;

limit controls; street lighting photocell control; etc.