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Home My WebLink About1984-08-28; City Council; 7178-3; Safety Center UpdateGIF OF CARLSBAD - AGENDA JILL AR# 7/2/~2*.=? MTG 8/28/84 DFPT ENG TITLE: CARLSBAD SAFETY & SERVICE CENTER UPDATE DEPT. HD. CITY ATTY.U CITY MGR.^1 <^&] fo^ RECOMMENDED ACTION: City Council receive and approve the progress report of the Carlsbad Safety and Service Center Architect and Construction Manager and assist them with the selection of the Police/Fire Administration Building exterior material. ITEM EXPLANATION: RUHNAU, EVANS & RUHNAU ASSOCIATES will present with the KOLL CO. a summary of the progress to date on the Carlsbad Safety and Service Center. Included in the presentation will be alternatives for the exterior material to be used for the Police/Fire Administration Building. Great care has been taken to retain the original direction of the Council regarding the site concept with revisions to improve the overall feasibility and workability. FISCAL IMPACT: None. EXHIBITS: 1. Minutes of Committee meeting on 8/14/84. KCLL CONTRACTOR EXHIBIT 1 TO: Attendees DATE' August 14, 1984 FROM: Steve Mahoney <^^ RE: Carlsbad Safety Center KCC Job No. 3225 Exterior Wai 1 Study 1. Construction Manager issued a list of ten (10) exterior wall systems based on a cost comparison: Plaster, marblecrete, dryvit, concrete tilt-up, ceramic tile, brick veneer, precast (thin shell), precast (4" thick), glass fiber, and curtainwal1. 2. Construction Manager indicated that all systems except glass fiber and curtainwal1 would be acceptable budget wise based on schematic plans and conceptual estimates to date. 3. Police Department stressed the importance of a strong durable skin with some tolerance to explosives. 4. Plaster being the most economical system was decided against because of future maintenance. Marblecrete and dryvit would basically provide the same finish as plaster at a smaller price increase. Dryvit would eliminate the need for expansion joints, however, the general concern was the system may not be durable enough. 5. Concrete tilt-up was an acceptable system for the vehicle maintenance building but not the police/fire facility. General reasons against tilt-up: a. Present design indicates need for continuous fenestration around entire perimeter of the building. Although tilt-up could be done, the design would require large pilasters which would cut down vision glass area and also protrude into office spaces. b. Architect expressed some concerns with quality control, especially by virtue of the job being open to public bid. 6. It was generally agreed that thin shell precast would be the best system for the police/fire building. Regular precast panels (4" thick) would require a more substantial design to support the weight load. 7330 Engineer Road • San Diego • California 92111 • (714) 292-5550 Carlsbad Safety Center KCC Job No. 3225 Exterior Wai 1 Study Page two. General reasons for precast: ', a. Maximize interior office space b. Variety of finishes to match or blend with concrete tilt-up or block building c. Quality control -panels would be fabricated under '.HI controlled plant operation. Uniform texture. 7. Brick veneer or ceramic tile were also agreed to be accpetable systems, However, if these materials were used it may be harder to blend the design with other building types. 8. Curtainwall systems definately portray the hi-tech image and are the most costly. It was agreed this system would not be condusive to the proposed or future buildings planned to date. 9. All attendees agreed to propose the following systems to the City : Council on August 28, a. Tilt-up b. Thin shell precast c. Brick veneer or ceramic tile. SM/lh Attendees Bill Smith/Koll Construction Company David Ruhnau/Ruhnau, McGavin, Ruhnau Richard Benson/Ruhnau, McGavin, Ruhnau City of Carlsbad Mike Brooks/City distribution Vince Jimno George Suttle Brian Watson Marty Orenyak cc: Bill Miller/Koll Construction Company Frank Aleshi re/City Manager KOLL August 21, 1981 Mayor Mary H. Casler City Council Members Mr. Frank Aleshire, City Manager City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 RE: The City of Carlsbad Public Safety and Service Center Project Report #1 Mayor Casler, City Council Members and Mr. Aleshire: On May 11, 1981 the City of Carlsbad executed a contract with Koll Construction Company to provide Construction Management services during the preconstruction (design) phase and construction phase for a new public safety and service center. An overview of the preconstruction phase requirements are: Evaluate program and budget, Prepare preliminary construction costs estimate based on area and volume, Provide costs evaluations, alternative materials and systems, Review design during development and Provide a schedule including architects and owners requirements. The above requirements are either completed or in progress and are addressed in more detail in the separate catagories of this report. Additional preconstruction phase requirements such as coordination of contract documents, trade breakdowns, development of bidder interest, establishing bidding schedules, conducting prebid conferences, receipt of bids and award recommendations, plus pre-award conferences will be addressed as the project progresses. All construction phase services which are similar to the types of activities normally accomplished by a general contractor will be preformed by Koll on a timely and efficient basis and will be addressed in future progress reports. City of Carlsbad August 2l|, 1981 Page 2 This report satisfies our contractural requirements through the schematic design phase of the project and with the exception of some additional estimating requirements and cost evaluations, completes our obligations through design development. Your review of your architects work through design development is requested at this time and your authorization to proceed into the construction document phase. The architect will conduct a review of the project today. An additional approval is requested on the materials for the exterior of the police and fire building as well as the vehicle maintenance building so final design work may proceed in those areas. Please let me know if additional information is required for this or future progress reports. Sincerely, KOLL CONSTRUCTION William D. Smith Senior Project Manager HDS/kmm cc: Mike Brooks, (15) copies Roll Construction Company Progress Report No. 1 August 21, 1981 TABLE OF CONTENTS Section I II III IV V VI VII VIII IX X Title Design Progress and Review (Preconstruction Phase) Purchasing Construction Costs and Value Engineering Payments Job Progress (Construction Phase) Schedule Quality Control Safety Miscellaneous Progress Photos DESIGN PROGRESS AND REVIEW The design program was prepared by the City's consultant and approved prior to services contracted with ourselves and the architect, Ruhnau, McGavin, Ruhnau Associates. SITEWORK The basic sitework plan although accepted, has been further reviewed and re- evaluated based on the existing zoning requirements and the environmental impact report. After reconsideration of these requirements, as well as additional traffic study and functional review, a revised site plan was prepared and approved. This included introduction of the required one-way loop road, relocation of the fueling island and vehicle wash facility and reconsideration of a more functional location for the future parks, utility, warehouse and shop's building. Additional consideration in this site redevelopment plan was slope protection of the banks and required set-back as well as buffering zones for adjacent property owners. POLICE/FIRE ADMINISTRATION BUILDING In June, the project team toured the new city of Torrance Police Facility. The tour provided a broad overview of the types of systems, equipment and facilities which to some extent would be required for the new Carlsbad Facility. The detailed pre-planning by the Carlsbad Police and Fire Department allowed the project team to efficiently develop the current design development package by relocating and adjusting the required interior facilities. We are currently reviewing progress drawings and specifications and addressing comments to the architect and city representative for the project. VEHICLE MAINTENANCE The initial meetings with the Utilities and Maintenance Department included a functional and equipment analysis for the new facility. The maintenance consultant developed four schedules for the location of the building, and fueling and wash area. The utilities director decided the original location outlined in the conceptual program worked the best. The project team also concluded, the relocation of the fuel and wash area allowed a more efficient traffic flow pattern. The interior layout was also modified based on input from the utilities deprtment and the maintenance consultant. A final equipment booklet is being drafted at this time which outlines quantities, types, and costs. After review, the costs will be included in our conceptual estimate. NEW CONSULTANTS As the project design is being developed, we have made recommendations to bring on additional required consultants. The interior design consultant, (Design Tech), was unanimously approved by a review panel consisting of the CM, architect, and city staff. The interior consultant will work with the architect and engineers to develop finish schedules; fixture and furnishing locations; graphic design; and analyze each departmental need. They also will work with the City Purchasing Department in obtaining competitive bids for the various new furnishings. A utilities consultant, (Utility Specialists, Inc.), was recommended and approved by the project team. They will be coordinating the power, telephone and cable T.V. backbone systems design. Their expertise is in negotiating the proper extention rules to be used for the project, dealing with existing facility relocations and responsibilities, and monitoring the design implementing efficient and cost effective distribution systems. We also met with the City Parks and Recreation Department to discuss landscape and irrigation design. The City wanted to maintain control and actually complete the design, but were unsure whether in-house time was available to devote to the project, and whether actual cost to complete would be as competitive as the outside market. An agreement was reached whereby the parks Department would prepare a schedule for design costs, and the CM would request a proposal from an outside consultant for landscape design only. After reviewing the proposals, we made a recommendation to retain the services of an -2- outside consultant for the entire package. However, the city staff elected to complete the landscape design internally and will also be responsible for obtaining outside proposals for the irrigation design. We will review and respond to documents accordingly. The City has retained the services of the original communications consultant (The Richter Group), and a separate telephone consultant (Communications Resources Co.). DOCUMENT REVIEW As the architect and his consultants put their ideas and design together, we have requested constant update on progress drawings and preliminary specifications. This allows us to review the project development from a cost and life cycle standpoint, as well as monitor time deadlines which correspond to the schedule. Our first major building system analysis was reviewing a variety of exterior skins for the phase one buildings. (See Exterior Wall Study Exhibit and details in Construction Cost and Value Engineering section). Glass fiber and aluminum curtain wall systems were not acceptable based on current plans and conceptual estimates. Plaster was decided against because of required future maintenance. Dryvit would be similar to a plaster finish without expansion joints; however, the concern was the system may not satisfy durability and impact requirements. The Police Department stressed the importance of a strong skin with some tolerance to explosives. Concrete tilt-up was an acceptable system for the Vehicle Maintenance Building but not the Police/Fire Facility. General reasoning being the present design indicates need for continuous fenestration (windows) around the entire perimeter of the building. Although tilt-up could be done, the design would require large pilasters which would cut down vision glass area and also protrude into office spaces. (See Details in Construction Cost and Value Engineering Section). Project team agreed, thin shell precast would be the best system for the Police and Fire building. General reasons for precast: a. Maximize interior office space -3- b. Variety of finishes to compliment and blend with concrete tilt-up or block structures of the future buildings. c. Quality Control of a "Shop" fabricated product would surpass that of job fabricated units. Brick veneer or ceramic tile were also agreed to be acceptable systems. These materials may be harder to blend the design with the Vehicle Maintenance Building and future buildings. Although cost is an important consideration, we are also concerned with compatibility with future development. The City Council is being asked to make the final decision on the type of exterior walls so the project team may proceed into the contract document phase of design. CIH PROJECT TEAM City Manager Prime Contact Frank Aleshire Mike Brooks Engineering Department/Controller DEPARTMENT CONTACTS Engineering Planning Building Utilities & Maintenance Fire Police Parks 4 Recreation Ron Beckman, Assistant City Manager Mike Holzmiller, Director Bill Hofman Marty Orenyak, Director Roger Greer, Director Joe Eggleston James Thompson, Chief Brian Watson, Battalion Chief Vincent Jimno, Chief George Suttle, Lieutenant Dave Bradstreet, Director Mark Steyaert Doug Duncanson, Superintendent -5- PURCHASING At this point in the project development we have recommended the city purchase the services of the following: Company Activity a. Templeton Grading Clearing of site vegetation. b. Rick Engineering Stake proposed building corners. Locate soil boring and trenches. c. GeoCon, Inc. Update soils report per CM and architect requirements. The above work is needed in order to update the preliminary soil investigation prepared by GeoCon for the city dated June 1982. The update will address specific building pads and sitework requirements as follows: a. General surface and subsurface soil conditions c. Presence and effect of expansive and compressible soils d. Excavation and ripability characteristics e. Stability of proposed slopes f. General grading criteria g. Preliminary foundation design h. Preliminary pavement design This information will be used in completing the contract documents and establishing bidding requirements for the project. We, as the construction manager, will be meeting with the purchasing department to develop a specific program for processing bid packages, awarding contracts and purchasing equipment, etc., within the public sector in compliance with the state bidding requirements. -6- CONSTRUCTION COSTS AND YALDE ENGINEERING We are currently developing cost estimates for design/development plans received to date. We are also identifying items which may not be cost effective, recommending alternate systems where applicable, and striving to complete a project which operates effeciently and requires realistic maintenance procedures. In an effort to recapture some front end delays due to conceptual plan approvals, we have pushed to complete the design/development package. Unfortunately, the time frame has not allowed us to prepare a detailed estimate for the entire project, however, our conceptual estimating to date indicates that the project will fall within the approved budget. By the next monthly project report we will make a more detailed cost statement. Please refer to the attached "Exterior Wall System" cost tabulation and details. -7- psw ^ B B JfU F^ _.n EH OOU M* O*WI Wl £ 3 t\T •C *^ «0! Wo S 1 §3 P 5 K H U r-t CO CO J * oK a o *J•H n JC CO E-i 00> E fc.a- Or ^r-l 01 -U£ nco cooB CD•H C. H og •8 r-l 01 H [_. 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I - !: t 1 . 1 Vv 1 1 b I e foiviTov rL?«5"fr<:s'fi'oM , area.l\ol I C PAYMENTS No payments have been processed through your construction manager to date. -8- JOB PROGRESS (Construction Phase) Minor preliminary clearing of the site has been completed to facilitate additional soils investigation. -9- SCHEDULE Attached is a copy of the initial project schedule. We are currently on schedule for design/development submittal on August 28, 1981. If approved by the City Council, the next phase, Contract Document Preparation, will begin September 3, 1981. If the City approval times are met, the sitework package will be ready for the bid at the end of the year, with construction commencing the later part of February. The Police/Fire building will be ready for construction the later part of May and the Vehicle Maintenance Facility following as necessary to complete simultaneously with the Police building. Since the project documents to date are not complete, we are making certain assumptions on the actual construction scheduling. The schedule will be updated through the course of the project and you will be advised of all changes. The preliminary target for completion of sitework, Police/Fire and Vehicle Maintenance facilities is July, 1986. At this time we will be supervising completion of punch list corrections, starting equipment, and the City may move-in required furnishings. -10- <D•»-* <D O 0 <D CO T3 CO 00GO CO CM COw>/ COa ois OCD ^^ •C cO o cH §ffl -fcT3 to CD C42i S .£ o QUALITY CONTROL A quality control and inspection program will be developed with the Architect, City and outside material testing firms as determined necessary. -11- SAFETY Roll Construction Company is very concerned with safe construction practices on all projects. All bid packages will have a general statement and specified guidelines which must be adhered to by all successful contractor's. In addition, Roll construction company has a full time safety consultant who will frequent the job and issue written reports. Copies of these reports and appropriate action taken will be included in the monthly report package. -12- MISCELLAMEODS Nothing to report -13- PROGRESS PHOTOS Once construction commences, progress photos will be included in the monthly reports. These may best be prepared by a professional photographer. -H- Architects Planners RUHNAU McGAVIN RUHNAU I ASSOCIATES 5775 Tenth Street 1207 Elm Avenue Riverside, CA 92501-3669 Carlsbad, CA 92008-1995 714/684-4664 619/729-7144 KOLL Construction Manager Basis of Design and Outline Specification Design Development Phase City of Carlsbad Public Safety and Service Center August28,1984 CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER CITY COUNCIL: Mary Casler, Mayor Claude A. Lewis, Mayor Pro Tern Ann J. Kulchin, Councilmember Richard J. Chick, Councilmember Robert B. Prescott, Councilmember CITY: Frank Aleshire, City Manager Mike Brooks, Project Manager, Eng. Dept./Controller Ron Beckman, Assistant City Manager Engineering Department Richard Allen, Principal Civil Eng., Engineering Department Vincent Jimno, Police Chief George Suttle, Lt., Police Dept. James Thompson, Fire Chief Brian Watson, Battalion Chief. Fire Department Roger Greer, Director, Utilities & Maintenance Joe Eggleston, Administrtive Assist. Utilities & Maintenance Mike Holzmiller, Director, Land Use & Planning Bill Hoffman, Principal Planner Planning Department Marty Orenyak, Director of Planning Department Dave Bradstreet, Director, Parks & Recreation Mark Steyaert, Park Planner ARCHITECT: Ruhnau McGavin Ruhnau/Assoc. CONSTRUCTION MANAGER The Koll Company STRUCTURAL ENGINEER: Brandow & Johnston Associates MECHANICAL ENGINEER: Nack & Sunder!and ELECTRICAL ENGINEER: Randall Lamb Associates CIVIL ENGINEER: Rick Engineering UTILITY CONSULTANT: Utility Specialists, Inc. VEHICLE MAINTENANCE CONSULTANT: Fleet Maintenance Consultants. COMMUNICATION CONSULTANT: The Richter Group TELEPHONE CONSULTANT: Communication Resources, Co. INTERIOR CONSULTANT: Designtech LANDSCAPE CONSULTANT: City of Carlsbad - Parks and Recreation Department SOILS ENGINEER: GEOCON Consulting Eng. & Geol. I J J J J J J J J J J J J J J J J CO 0) <D O CO <D O O O = 30)OQ.CO J CM 8 a~ ia5 - if 8 n - 2 i i I i i 1 ! I 3 s ii *! *. L11 !l fi IS *^" * wi i i i in •-• — I I1 8 I I I I Ii ft 5 A T ? TIU m uj A i II — <M n ljUijji i! I i1111 I 5Uii I II II °* 2 ^ IIH"» * 13$ii]|« dil'S -iiifl til I II ill -lll 0 ? ii! 1l|f§ 5:3=o 4*55 IS8 • 3 i ii)=IS ll lftiili *3 a C(T\ 113 <0^ i •Sol II! I : I 3 J ® 1 III J J J J J J J DC gS <<* (O oi r L L L L 1 1 1 L 1 L L L L L L L L ws Ul ujsf-i 29 i-X0f 111 ocUJQ 0) _ OC HI< "jo < J J X "I/ S eft. 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Mil yPNlNPllu^lM\iUtt>llfan\fabil%£\i\MliM * |H|! ftmiHI.ttHlmiSal!1 J"! i '*'"*' r Ilili fr il fi i! -ijrf?*|!i<!.1*V* ,*• V j \: i* " ?•;• i * y'l^'f.^t >:v! ""•'*(?]; ' * Jl'MCiilfi^ji-Vi-'''! if *iw^vfc-'Jtf.v; ^i •fel JS Ili Iixffl illirrf*? i*, *",MJflflte V'.< i •>*• P /if111mm& Ujll & 11il'- 1 19 * !v I 'P1MI i'i i 11 X ft it It mm n I is 11 »lII i'i uiO(BO J /. 7///'/7//77777//s I?IUJ & V i_S,_1J Basis of Design and Outline Specification RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER Design Development Phase August, 1984 BASIS FOR DESIGN ARCHITECTURAL A. Public Safety Center: The approved program and Schematic plans were reviewed and refined reflecting desired spacial and functional relationships. Successive modifications were made-with the incorporation of architectural systems, structural framing, and mechanical and electrical systems. The basic rectangular form of the building is given visual interest with the introduction of curvilinear forms at the main entry and staff entry. Applied metal awnings and sun shade louvers were added to protect the west and south facing glass. For security reasons, glass at the lower level is either narrow celestory windows, above eye level, or glass block. Larger operable windows are provided for the offices above and continue virtually uninterrupted around the perimeter of the building. B. Vehicle Maintenance Building: The schematic drawings were reviewed and refined based on functional requirements as related by the Utilities and Main- tenance Department of the City of Carlsbad. Architectural expression is limited to the selection of material finishes and the addition of a vaulted sunshade at the west elevation to visually relate to the Public Safety Center. C. Project Summary 1. Building Code, 1982 Uniform Building Code and Carlsbad Municipal Code. 2. Occupancy a. Police and Fire Building, B2. b. Vehicle Maintenance Building, H4. 3. Construction a. Police and Fire Building, Type 11, N. b. Vehicle Maintenance Building, Type 111, N. RUHNAU McGAVIN RUHNAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS GENERAL REQUIREMENTS A. Summary of Work 1. The work consists of furnishing materials and equipment, and performing work required to complete the construction of the Project, including but not limited to: a. One and two story Police Headquarters and Fire Adminis- tration Building, complete. b. One story Vehicle Maintenance Building, including fuel island and storage tanks, complete. c. Site grading and site utilities, including connections. d. Site paving, landscape and irrigation system, and related facilities. SITEWORK A. Paving and Surfacing 1. Soil sterilization a. Apply approved compound over areas to be paved according to manufacturer's recommendations. 2. Asphaltic Concrete Paving a. Type and thickness recommended by Soils Engineer over aggregate base material on compact subgrade. 3. Concrete Paving a. Comply with Division 3 sections for concrete materials and curing methods. b. Provide expansion joints and control joints according to Portland Cement Association recommendations. 4. Quarry Tile Paving a. 6" X 6" x 1/2" thick, slip resistant surface, mortar set. 5. Pavement Marking a. Factory-mixed, quick drying, non-bleeding chlorinate rubber base traffic lane-marking paint. RUHNAU McGAVIN RUHNAU'/'ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) METALS A. Metal Fabrications 1. Steel stair stringers with concrete filled steel pans. 2. Steel pipe handrails, painted. WOOD AND PLASTICS A. Wood Treatment 1. Concealed wood blocking and nailers B. Architectural Woodword 1. Casework, prefabricated, plastic laminate finished. THERMAL AND MOISTURE PROTECTION A. Waterproofing 1. Multiple layer membranes with protective convering at below grade walls. B. Insulation 1. Roof areas rigid and batt type, R19 minimum. 2. Walls, batt type, Rll minimum. 3. Sound partitions, batt type, R7 minimum. C. Membrane Roofing 1. Fire retardant built-up composition with crushed rock surfacing. 2. Slope to roof drains or scuppers and leaderheads. D. Flashing and Sheet Metal 1. Coping and flashing shapes, prefinished galvanized metal, minimum 24 gage. E. Roofing Accessories 1. Skylights, aluminum tubular extrusions. , 2. Insulated glazing materials, two pieces of 1/4" thick tem- pered, tinted glass separated by 1/2" airspace. RUHNAU McGAVIN RUHNAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) THERMAL AND MOISTURE PROTECTION (Continued) F. Sealants 1. Pavement and joints, premolded bituminous impregnated fiber-board units. 2. Concrete construction joints, one part elastomeric sealant, self-leveling type. 3. Wall joints, one-component acrylic sealant recommended by manufacturer for exposed building construction sealant. DOORS AND WINDOWS A. Metal Doors and Frames 1. Frames, 16 gage welded unit type, integral stop and trim. 2. Doors, 16 gage facing sheets, interior spaces filled with sound deadening material. B. Wood and Plastic Doors 1. W.I.C Premium Grade, transparent finish. 2. Plastic laminate, Grade GP-50. C. Special Doors 1. Detention area, steel tubular hinged doors, steel angle or channel frames. 2. Upward acting sectional doors, 1 3/4" thick aluminum extru- sions with multiple glass panels above opaque bottom panel, complete with galvanized steel track as required. D. Entrances and Storefronts 1. Framing members, extruded aluminum shapes, with anodic coating similar to that described for metal window finish. 2. Aluminum and glass doors, medium stiles with increased bottom rail to satisfy requirements for the handicapped. 3. Use tempered glass panels matching adjacent storefront glazing. RUHNAU McGAVIN RUhNAU,'ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) DOORS AND WINDOWS (Continued) E. Metal Windows 1. Commercial quality, fixed and operable type, AAMA classi- fication A25. 2. Finish shop applied, oven-baked, 0.7 mil thickness dispersion coating of polyvinylidene fluoride manufactured by PPG Indus- tries, De Soto, or Glidden-Durkee Division of SCM Corpora- ation. F. Hardware 1. Mortize locksets, lever handles 2. Coordinate keying system with user. 3. Refer to Electrical specifications for door control switches and indicator lights. 4. Finish, 629, polished stainless steel. G. Glazing 1. Primary glass, solargray tinted, 1/4" thick, 41 percent day- light transmittance. 2. Glass block, 12" x 12" x 4" thick. a. Solar reflective, thermally bonded, oxide surface coating, 5.20 percent light transmission. FINISHES A. Metal Support Systems 1. Attach steel runners at floor and structural elements above ceiling. 2. Metal studs, 16 gage, spaced 16" o.c., positioned vertically on continuous floor runners. 3. Frame for door and window frame jambs, abutting partitions and corners. 4. Erect ceiling grillage members to support suspended plaster and gypsum base for proper finished ceiling height. RUHNAU McGAVIN RUt,,iiAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) FINISHES (Continued) B. Lath and Plaster 1. Exterior horizontal surfaces, gun lath, super suction, with factory prepared finish coat, medium dash texture, integral color, then painted. 2. Provide scratch coats behind ceramic tile. 3. Metal accessories, metal shapes used as grounds to provide for required plaster thickness. 4. Veneer plaster, sand float finish over 5/8" thick type X gypsum base. C. Gypsum Wall board 1. Type X, tapered edge, 5/8" thick. D. Tile 1. Wall tile, 4 1/4" X 4 1/4" glazed, with integral cove base, mortar set. 2. Floor tile, 2" X 2" mosaic, mortar set, slope to floor drains, 3. Quarry tile floor, 6" X 6" X 1/2" thick, slip resistant sur- face, mortar set. E. Acoustical Treatment 1. 24" X 24" tegular lay-in system main runners and cross tees with matching wall runners. a. Baked-on vinyl finish. 2. Acoustical units, 24" X 24" X 3/4 " tegular lay-in, NRC Range .70 - .80, STC Range 25-29, light reflectance 70-74 percent. 3. Metal ceiling system, standard panel with recessed filler strip, 4" linear increments, low gloss color, similar to Alcan Planar ceiling. a. Provide lighting and air diffuser slots as required. F. Resilient Flooring 1. Vinyl composition, 12" X 12" X 1/8" thick, using manufactu- rer's standard colors. RUHNAU McGAVIN RUHiMAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) FINISHES (Continued) G. Carpeting 1. Tufted level loop, 4 ply third generation nylon, yarn face weight 30 ounces per square yard. 2. Direct glue-down. H. Painting 1. Exterior a. Concrete, sandblasted amd sealed. b. Plaster, flat vinyl acrylic emulsion. c. Metal, high gloss enamel over primer. 2. Interior a. Veneer plaster, flat wall paint. Use semi-gloss enamel in toilet and shower areas. I. Wall Covering 1. Vinyl coated fabric, mildew resistant fabric backing with final topcoat assuring cleanability. 2. Minimum weight, 28 oz. per lineal yard in 54 inch width. SPECIALTIES A. Chalkboards and Tackboards 1. Chalkboards, tempered headboard with baked-on writing surface laminated to second layer of hardboard. 2. Tackboards, vinyl coated fabric laminated to natural or plastic sealed cork and laminated to hardboard backing. B. Compartments and Cubicles 1. Toilet partitions, overhead braced porcelain enamel, in multiple fixture restrooms. C. Access Flooring 1. Interchangeable, carpet covered removable panels supported by adjustable pedestals and inter-connecting grid members pro- viding an under floor plenum for air distribution, utility serviced lines, electrical conduit, and other required items. RUHNAU McGAVIN RUHuAUlASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) SPECIALTIES (Continued) C. Access Flooring (Continued) 2. Make panels removable with a carpet lifting device. 3. Provide a standard finish floor height of 8" to 18". D. Flagpoles 1. Ground set, cone tapered aluminum. 2. Buffed and sealed with clear, hardcoat wax after fine machine finish. 3. Complete with accessories. E. Identifying Devices 1. Directory, nonilluminated, listing all departments and key personnel. 2. Building identification, metal letters individually mounted. 3. Building plaque, cast bronze with satin polished letters. F. Lockers 1. Factory finished metal, 12" wide, 18" deep, 72" high. G. Exterior Sun Control Devices 1. Alucabond skin over painted metal support system. H. Toilet and Bath Accessories 1. Satin finish stainless steel units. 2. Items included a. Paper towel dispensers and waste receptacles. b. Liquid soap dispensers. c. Toilet tissue dispers. d. Grab bars. e. Feminine napkin dispensers. f. Feminine- napkin disposals. 3. Mirrors, 1/4" polished plate or float glass, mirror glazing quality, with protective copper backing over silver coating. 8 RUHNAU McGAVIN RUHNAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER OUTLINE SPECIFICATIONS (Continued) EQUIPMENT A. Athletic Equipment 1. Not in contract. B. Vacuum Cleaning System 1. Includes power unit of suitable capacity, wall inlets, main line ducts in access flooring with vertical ducts up into partitions to wall inlets. 2. Complete with necessary accessories. FURNISHINGS A. Window Treatment 1. Horizontal blinds, one inch wide aluminum slats, supported by braided ladders, with transparent tilt control arm and cord lift control. a. Provide valance same color as slats covering the head construction. CONVEYING SYSTEMS A. Oil hydraulic passenger elevators 1. One 2500 pound elevator a. Platform size, 35 square feet, 7'-0" x 5'-0". b. Entrance, 3'6" x 7'-0". 2. One 3500 pound elevator a. Platform size 44 square feet, 8'-0" x 5'6". b. Entrance, 4'0" x 7'-0". 3. Provide each elevator with the following a. Maximum travel distance, 15 feet with 2 stops. b. Speed, 125 feet per minute. c. Starting of systems. d. Testing, adjusting, and balancing systems. e. Systems demonstration. f. Maintenance. RUHNAU McGAVIN RUH, Ji'ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 BASIS FOR DESIGN STRUCTURAL SYSTEMS A. Police Headquarters and Fire Administration Building 1. Building Type: (Conform to 1982 UBC and City of Carlsbad Municipal Code) Type II, Nonrated, fully sprinklered. 2. Foundations: Conventional spread footings assumed, based on previous area wide geotechnical investigation performed by GEOCON. 3. Structural Frame: (Noncombustible, nonrated per code) steel and concrete. 4. Roof Framing: Steel beams and girders supporting light gauge metal decking. 5. Floor Framing: Steel beams and girders supporting light gauge metal decking (cellular option) with concrete fill. Slab on grade for ground level floors. 6. Columns and Walls: Steel and concrete. 7. Design Live Loads: Roof - 20 psf; floors - 100 psf, including allowance for partitions. Floor live loads reduced per code for columns and girders. Not reduced for beams. Special live loads as required. 8. Seismic Design: Per Section 2312, 1982 UBC. V = ZIKCSW (Minimum earthquake force) = 0.16 W. Z = 3/4 (Seismic Zone No. 3). I =1.5 (Essential facility). K =1.0 (Independent column system). CS = 0.14 (Maximum required by Code). W = Total dead load, including partition loading. 10 RUHNAU McGAVIN RUHh J/ASSOCIATES 9. Wind Design: p = Ce Cq qs I (Design wind pressure). ce = 1.2 (Exposure C). Cq = /\s applicable. qs = 13 psf (Stagnation pressure). Basic wind speed = 70 mph. I = 1.5 (Essential faciltiy). B. Vehicle Maintenance Building 1. Building Type: Type III, Nonrated. 2. Foundations: Conventional spread footings. 3. Structural Frame: (Nonrated) Concrete and steel. 4. Roof Framing: Steel beams and girders supporting light gauge metal decking. 5. Floors: Concrete slab on grade. 6. Columns: Concrete and steel. 7. Design Live Loads: Roof - 20 psf; floor slabs on grade to be designed to receive appropriate vehicular wheel loads and other special loading. 8. Seismic Design: V = ZIKCSW (Minimum earthquake force) = 0.14 W Z = 3/4 I = 1.0 K =1.33 CS = 0.14 9. Wind Design: p = Ce Cq qs I ce = 1.2 ^q = As applicable. qs = 13 psf I .,.0 RUHNAU McGAVIN RUHf^ ^/ASSOCIATES OUTLINE SPECIFICATIONS STRUCTURAL SYSTEMS A. Earthwork (for structures) 1. Subexcavation and compaction (controlled). 2. Excavation for foundations. 3. Backfilling (controlled). " 4. Subgrade preparation for concrete flatwork. B. Concrete (Cast-in-place) 1. Formwork: Plywood PS 1-74, B-B Plyform, Class I, EXT , for exposed surfaces; construction grade boards concealed surfaces. 2. Reinforcement: ASTM A 615, Grade 40 for #6 bars and smaller; Grade 60 for all others. 3. Aggregates: ASTM C 33, normal weight. 4. Portland Cement: ASTM C 150, Type I or II, low alkali. 5. Strength: 28-day compressive strength (f'c) = 3000 psi. C. Concrete (Precast, tilt-up) 1. General requirements per Concrete (cast-in-place). 2. Provisions for lifting, erection and bracing. 3. Special finishes. D. Unit Masonry 1. Hollow concrete block: Medium weight load bearing units per ASTM C90, Grade N-l. 2. Grade: Coarse grout with 3/8 inch peagravel, f'c = 2000 psi. 3. Mortar: Type S per Table No. 24-A, 1982 UBC, f'c = 1800 psi. 4. Reinforcement: ASTM A 615, Grade 40. 5. Portland Cement: ASTM C 150, Type I or II, low alkali. 6. Reinforced grouted construction with all cells filled. 12 RUHNAU McGAVIN RUHt\ j/ASSOCIATES E. Structural Metal Framing 1. Structural steel: ASTM A 36. 2. Fasteners: ASTM A 307 (machine bolts) and ASTM A 325 (high strength bolts) 3. Steel tubing: ASTM A 500, Grade B. 4. Steel pipe: ASTM A 53, Grade B. 5. Welding: Structural Welding Code AWS Dl.l - Rev 2-77. 6. Design and fabrication per AISC Specification for The Design, Fabrication and Erection of Structural Steel for Buildings, 1978; and AISC Code of Standard Practice for Steel Buildings and Bridges, 1976. F. Metal Deck.ing 1. Sheet steel: ASTM A 446, Grade A; or ASTM A 611, Grade C. 2. Galvanic coating: ASTM A 525, Class G 60. 3. Headed shear connector studs: Nelson, Erico-Jones or equivalent, manufactured from ASTM A 108, Grades C-1015 through C-1020 cold-drawn steel. 4. Decking installation by field weld conforming to AWS Dl.l. 13 RUHNAU McGAVIN RUh. J/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 BASIS FOR DESIGN HEATING, VENTILATING AND AIR CONDITIONING A. Scope: Heating, Ventilating, and Air Conditioning to be provided for all areas, with special attention being given to Dispatch Center. B. Design Conditions: ASHRAE Climatic Data Region 10. 1. Outside: Summer - 83°FDB/67°FWB (Coincident W.B.) Winter - 38°FDB 2. Inside: Summer - 75°FDB/45% RH +5% (78° Operating) Winter - 75°FDB/40% RH +5% (72° Operating) 3. Design ambient for air cooled equipment: Outside: 95° FOB 4. Sound Criteria will be as follows: Office Area - NC 35 to NC 40 Conference Room - NC 25 to NC 30 Public Circulation - NC 40 to NC 45 5. Ventilation - Outside Air and/or Exhaust: Police Headquarters and Fire Administration Small Offices - 15 cfm/person General Offices - 7-1/2 cfm/person Conference - 100% Exhaust (on Demand) Toilet Rooms - 2 cfm per sq. ft. exhaust or 25 cfm/person Jail - 100% Exhaust Labs - 100% Exhaust 14 RUHNAU McGAVIN RUHi J/ASSOCIATES Locker Rooms - 100% Exhaust Physical Fitness - 15 cfm/person Lounge - 15 cfm/person or 100% Exhaust (on Demand) Electrical Room - 2 cfm/KW on Temperature Demand Dispatch Center - 7-1/2 cfm/person Vehicle Maintenance Building . Offices - 15 cfm/person • Lounge - 15 cfm/person or 100% Exhaust (on Demand) • Shops - Outside air (make-up) to meet exhaust requirements (when doors are closed). • Battery Room - 4 min. air change exhaust. C. System Design 1. Central Plant (Mechanical Yard) Reciprocating air cooled chiller Gas fired heating water boiler with outdoor trim. Chilled water pumps (1) primary (1) standby. Heating water pump. Expansion tanks, valves, interconnecting piping and con- trols. 2. Police and Fire Administration (1st Floor) • A central variable air volume (V.A.V.) system will provide cooling for the first floor, and will consist of a central air handler with supply and return fans, each with inlet vanes for variable volume control and energy saving; (Economy Cycle) air distribution through galvanized sheet metal ducts internally lined for acoustical and thermal properties. . Zoning will be provided by V.A.V. standard and fan powered terminals supplying ceiling diffusers. • Heating to be provided by heating only fan coil units serving perimeter areas; or by fan powered V.A.V. ter- minals with heating coils where constant volume cir- culation is required. . Dispatch Center to be provided with standby direct ex- pansion system fan coil DX cooling unit and roof mounted condensing unit. 15 RUHNAU McGAVIN RUHI\ /ASSOCIATES • Jail area to be served by fan powered V.A.V. terminal with air transferred from adjacent areas to provide constant volume supply to meet exhaust requirements. • Locker areas to be served similarly to jail area. 3. Police and Fire Administration (2nd floor) • The second floor to be served in a similar manner as first floor with separate central air handler to meet opera- tional requirements. • Staff lounge, investigation, vice and narcotics to be served by separate fan coil heating and cooling units to provide 24-hour operation. 4. Police and Fire Administration (General) . Areas with varying air flows to be provided with linear or equivalent type ceiling diffusers. . Areas with constant air flow to be provided with rect- angular or linear diffuser consistent with ceiling design. . Masonry walls to be provided around central air handler rooms and sound traps provided for sound attenuation. • Ceiling attics to be used as return plenum. 5. Vehicle Maintenance Building • Administration area to be heated and cooled by a roof mounted, gas fired heating, electric refrigeration pack- age unit. . Shop areas to be heated by gas fired ceiling hung unit heaters. . Shop areas to be provided with general exhaust. • Shop areas to be provided with under floor vehicle carbon monoxide exhaust system, with attachments for high exhaust stacks. . Battery rooms and storage rooms to be exhausted in accordance with applicable codes. 16 RUHNAU McGAVIN RUH, .J/ASSOCIATES D. System Operation 1. All systems to operate in response to 365-day programmable time clock in accordance with preset schedule. 2. Special areas to operate 24-hours per day in accordance with criteria. 3. Manual override for designated areas operating less than 24- hours per day. 4. Laboratory jail and locker areas exhaust to operate 24 hours per day. 5. Central plant to operate when required to meet heating and cooling loads. 6. Central V.A.V. air handlers to operate at variable cfm to meet cooling loads, with economy cycle for utilization of cooler OSA when available. 7. Zone V.A.V. terminals to provide cooling as required; dampered controls to maintain desired minimum cfm. 8. Fan powered V.A.V. terminals, where used to provide cooling and heating as required; damper controls to start fans to maintain desired cfm and return heat from plenum when required. E. Temperature Controls 1. Space thermostats to control heating and cooling in fan coil units and V.A.V. terminals. 2. Central V.A.V. air handler: Discharge duct thermostat to maintain cold plenum at preset temperature consistent with meeting cooling load. 3. V.A.V. terminals: Zone thermostat to control terminal units to meet cooling load by modulating dampers and fan when fan powered terminal is used; at minimum cfm fan shall start mixing return air and supply air to maintain minimum circulation. Units with heating coil will provide heat only after cooling damper is closed. 4. Fan coil units: Room thermostats to control heating and cooling in sequence as required. 17 RUHNAU McGAVIN RU. AU/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 OUTLINE SPECIFICATIONS HEATING, VENTILATING AND AIR CONDITIONING A. Boiler 1. Boiler to be gas fired, water tube type, trim and controls for outdoor installation, to meet requirements of C.A.C. 2. Manufacturer: Bryan. B. Chiller 1. Chiller to have reciprocating compressor, air cooled condenser, water cooler (evaporator), integral controls for outdoor in- stallation, ambient head pressure control. 2. Manufacturer: Trane, Carrier. C. Central Air Handler 1. Central air handlers to have forward curve or airfoil centri- fugal supply and return fans; inlet vanes for each fan; chilled water coils; prefilter; high efficiency (85%) filters, econo- mizer damper systems, drain pan. 2. Manufacturer: Trane, Carrier, York. D. Variable Air Volume (V.A.V.) Terminals 1. Standard and fan powered V.A.V. terminals with integral con- trols and hot water for pneumatic control operation. 2. Manufacturer: Tempmaster, Envirotech. E. Fan Coil Units 1. Fan coil units to have cooling and heating coils, supply fan, filter cabinet, drain pan, integral factory installed three-way valves and controls for pneumatic control operation. 2. Manufacturer: Trane, Carrier, York. 18 RUHNAU McGAVIN RU. .AUIASSOCIATES F. Exhaust Fans 1. Roof mounted: Centrifugal, with weather hood, birdscreen, backdraft dampers, direct or belt drive where indicated. Factory supplied roof curb. 2. Ceiling mounted: Centrifugal, fractional horsepower, multi- speed, integral grille. 3. Manufacturer: Exitaire, Greenheck. G. Package Air Conditioner 1. Roof mounted with gas fired furnace, direct expansion cooling coil, electric driven hermetic compressor, centrifugal supply fan, propeller condenser fan, air cool condenser coil, ambient head pressure control, factory supplied roof curb, room ther- mostat, economizer cycle. 2. Manufacturer: Lennox, Trane, Carrier. H. Underfloor Exhaust System 1. Underfloor duct or pipe, floor fittings, disapearing dual flexible exhaust hoses, "candy cane" fitting for high exhaust, coated exhaust fan. 2. Manufacturer: Car-mon. I. Gas Fired Unit Heaters 1. Units to have stainless steel heat exchanger, natural gas fired burners, power vent, propeller or centrifugal fan as required for volume and throw, factory installed control, factory supplied thermostat, summer-winter switch. 2. Manufacturer: Reznor. J. Fan Coil Unit (Direct Expansion) 1. Unit to have direct expansion cooling coil thermal expansion valve, drain pan, centrifugal fan, filter section and cabinet; ceiling hung or floor mounted as indicated. 2. Manufacturer: Trane, Carrier. K. Roof Mounted Condensing Unit 1. Unit to have hermetic compressor, liquid and suction re- frigerant valves, air cooled condenser coil, propeller fan or 19 RUHNAU McGAVIN RL .AU/ASSOCIATES fans, ambient head pressure control; integral controls; cabinet for outdoor installation. 2. Manufacturer: Trane, Carrier. L. Pumps 1. Pumps to be end suction, flexible coupled, base mounted, bronze impeller and trim, stainless steel shaft, gage tappings. 2. Manufacturer: Bell and Gossett, Weinman. M. Expansion Tanks 1. Tank to be 150# ASME code stamp unfired pressure vessels with refrigerant quality gage glasses, B&G or equivalent "Airtrol" fittings. Provide steel angle iron support frames. 2. Manufacturer: Bell & Gossett. N. Installation 1. Pipe insulation to be fiberglass, thickness per Title 24, C.A.C.; "Snap on" type, chilled water piping to be vapor sealed. 2. Duct insulation to be fiberglass duct liner coated to prevent air erosion, thickness per Title 24 C.A.C., or thicker as required for acoustical purposes. 3. Aboveground piping insulation to have weathertight aluminum or PVC jacket. 4. Underground piping to have PVC jacket with watertight joints. 0. Piping 1. Heating, water, black steel, screwed fittings #150 valves, copper at contractor's option. 2. Chilled water, black steel, 2-inch and smaller, screwed fit- tings, copper at contractor's option; 2-1/2 inch and larger, black steel, welded fittings, "Victaulic" at contractor's option, 150# valves. P. Sheet Metal 1. Galvanized steel sheet metal per SMACNA Standards, insulated, wrapped or acoustically lined per Title 24 C.A.C. 20 RUHNAU McGAVIN RL JAU/ASSOCIATES 2. Flexible duct; per applicable smoke and flame standards. 3. Exhaust Ducts: . Corrosive areas; non-metallic or coated based on service. . Toilet rooms, electrical rooms, non-corrosive storage; galvanized steel sheet metal. Q. Air Distribution 1. Supply diffusers and registers. . Ceiling; VAV, linear diffusers. • Ceiling; constant volume, standard diffusers. . Sidewall; thinline double deflection register. . Dampers at take-off for ceiling diffusers. • Opposed blade dampers for registers. 2. Return and Exhaust: • Ceiling; egg-crate style to fit ceiling pattern. Return air boots for plenum return, with filter for direct connected return. • Sidewall, single deflection thin-line. • With opposed blade dampers. . In corrosive area, stainless steel or coated. R. Air and Hydronic Balance 1. Independent agency, AABC. S. Water Treatment 1. Chilled and heating; closed system, pot feeders; corrosive inhibitors. 2. System cleaning; by water system specialist. T. Temperature Control 1. Electro/pneumatic, dual air compressor, copper control wiring, standard and low voltage. 21 RUHNAU McGAVIN RL. AU/ASSOCIATES 2. Pneumatic valves and damper operators. 3. Direct electrical interlocks, including conduit and control wiring, standard and low voltage. 4. Digital electronic, 365 day, holiday, weekend, etc., pro- grammable time clocks; manual, time limited override for off hour operation. 5. Manufacturer: Johnson Controls, Robertshaw, Honeywell. 22 RUHNAU McGAVIN R, IAUI ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Develoment Phase August 1984 BASIS FOR DESIGN PLUMBING SYSTEM A. Complete system for water, gas, sewer as well as related piping for the following systems" 1. Compressed air OUTLINE SPECIFICATIONS PLUMBING SYSTEMS A. Basic Materials and Methods 1. Copper - solder 95.5 tin-antimony. 2. Schedule 40 and 80 Pipe - screwed. 3. Cast Iron - dual-tite or cast iron no-hub with S.S. no-hub bands. 4. Polypropylene chemical waste - mechanical joint. B. Insulation 1. Hot water system - CSG "Snap-on insulation with fire retardant jacket and self-sealing lap. C. Special Piping Systems 1. Specialized garage equipment, i.e., hose reels, dispensers, pumps, oil tanks, fuel tanks, dispensers and hoists, etc., and interconnecting piping to be covered under garage equipment division of specifications unless otherwise specified. D. Plumbing Systems 1. Sewer system: • Consists of soil waste and vent piping connections to plumbing fixtures and drains throughout the buildings. The underground sewer piping is extended 5 feet outside of building. 23 RUHNAU McGAVIN PL JAll/ASSOCIATES 2. Roof drainage and downspout system: • Consists of roof drains, overflow drains, downspout piping and underground piping. 3. Cold water system: . Consists of cold water piping and connection to fixtures, hose bibbs, water heating equipment, and other miscel- laneous items. 4. Domestic hot water: • Consists of water heaters, piping, insulation and con- nection to plumbing fixtures and other miscellaneous i terns. 5. Gas system: • Consists of piping, valves and connections to all gas using equipment and underground piping outside to point of connection. E. Plumbing Fixtures and Trim 1. Plumbing fixtures will be institutional quality with concealed wall supports. All exposed trim to be brass with polished chromium plated finish. Loose key stops on water lines to each fixture. All fixture faucets and flush valves will conform with "Energy Conservation Standards". Water Closets: Kohler K-4430-ET "Kingston" water-guard siphon jet wall hung with Sloan flush valve. • Urinals: Kohler K-4985-T wall hung water-guard siphon jet with Sloan flush valve. • Lavatories: Kohler K-2034 wall hung Greenwich with soap dispenser and Chicago faucets. • Wash Fountain: Semi-circular 54-inch as manufactured by Bradley or Acorn. . Mop Sink: Kohler K-6710 with Chicago faucet. Electric Water Cooler: Haws HWC-8. • Pantry Sink: Elkay single compartment, stainless steel with Chicago gooseneck faucet. 24 RUHNAU McGAVIN PL . JAUI ASSOCIATES Emergency Eye Wash: Wall mounted Haws 7700 series. Showerhead and Valve: Powers mixing valve with 2.5 gpm flow show head. Floor and Shower Drains: Smith 2010A, drains in toilet room area will have trap primers. Hose Bibbs: Acorn Mfg. Co. 25 RUHNAU McGAVIN RL .AU/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 BASIS FOR DESIGN FIRE PROTECTION A. Complete system of fire protection will be provided for the following coverage: 1. Fire sprinklers for two levels of police headquarters and fire administration building. 23,000 s.f. each floor approximately. 2. Dry standpipe for enclosed stairwell. 3. On-site City of Carlsbad approved fire hydrant (by Civil Engineer). 4. On-site fire department connection. OUTLINE SPECIFICATION FIRE PROTECTION A. Automatic fire sprinkler installations shall be in accordance with National Fire Protection Association Pamphlet No. 13 "Installation of Sprinkler System". 1. Each floor to be equipped with a separate water flow device connected to building alarm complete with OS&Y test valve. B. Sprinkler Equipment 1. All material shall conform to NFPA standards and the City of Carlsbad building codes. 2. Sprinkler heads in all finished areas to be flush. All other heads for exposed or unfinished area to be upright or pendant. Heads installed where mechanical injury may occur shall be protected with approved guards. C. Automatic Sprinkler Area 1. Sprinkler system will be provided in police headquarters and fire administration building. 2. No sprinkler system is required for vehicle maintenance build- ing. 26 RUHNAU McGAVIN RUh. ^/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August, 1984 BASIS FOR DESIGN ELECTRICAL SYSTEM A. Power Distribution Each building will be served at 277/480 volts, three phase, four wire via padmount transformers furnished by SDG&E. Building ser- vices will be individually metered. Dry-type step-down transformers will be provided to meet general power and equipment requirements. Computer related equipment will be protected from voltage surges by metal oxide varistors. It is anticipated that power, telephone and communications wiring for open work areas will be included in moveable partitions and no provision has been made for in- or under- floor distribution in these areas. B. Lighting Exterior lighting will be provided via high pressure sodium fixtures mounted on poles. The lighting fixtures will be low-glare "cut-off" type. Design lighting levels fall into four categories: police vehicle area which requires a relatively high lighting level for camera surveillance; city vehicle and police employee areas which require lighting for security; the loop road which requires lighting for traffic circulation and visitor parking which requires lighting for pedestrian circulation. Interior lighting will be principally fluorescent with lensed fixtures in general use areas and parabolic louvers in public access areas. The dispatch room will be lighted with metal halide indirect lighting fixtures. The vehicle main- tenance bays will be lighted with metal halide direct fixtures. C. Communications Conduit only will be provided for the telephone, radio, computer and closed circuit television systems. Equipment and cable for these systems will be furnished separately from the construction contract. The paging and radio monitoring systems will be included in the construction contract; specifications for these systems will be fur- nished by the communications consultant and incorporated into the construction project by the architectural design team. D. Cable TV Conduit only will be provided. It is presumed that service cable will be supplied by the cable TV utility and that distribution equipment and cable as well as utilization equipment will be owner- furnished. 27 RUHNAU McGAVIN RUt ,UI ASSOCIATES E. Door Control Control switches and indicator lights will be incorporated into the dispatch consoles. Conduit, wire and all interface devices will be provided under the contruction contract. F. Miscellaneous Special Systems Deputy (panic) alarm, intrusion alarm and interview monitoring systems will be provided in accordance with requirements established by the Police Department. G. Fire Alarm A fire alarm system will be provided for the detention area and to monitor the fire sprinkler flow switch. No smoke detection will be provided as part of this system. H. Standby Power An emergency power generator will be located in the mechanical equipment building and will operate selected loads during commercial power failures. OUTLINE SPECIFICATIONS ELECTRICAL A. Basic Materials and Methods 1. Copper conductors for No. 1 AWG and smaller; aluminum conductors for larger sizes 2. All conductors in conduit (EMT indoors, above grade; PVC Sche- dule 40 under slab; rigid steel outdoors, exposed) 3. Specification grade wiring devices 4. Panelboards with bolt-on circuit breakers 5. Heavy duty safety switches B. Service and Distribution Equipment 1. Tin-plated aluminum bus 2. Bolt-on circuit breakers 3. Solid state ground fault devTef on mlirf ttjrcuit breaker for police/fire headquarters building 28 RUHNAU McGAVIN RUL ^/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August, 1984 BASIS FOR DESIGN CIVIL ENGINEERING A. Master Plan Site Development, by H. Wendell Mounce A.I.A, dated July 12, 1983 B. Soil Investigation and Geologic Reconnaissance by Geocon, Incorporated, dated June 14, 1982 C. City of Carlsbad Standards and Specifications D. City of Carlsbad Grading Ordinance E. City of Carlsbad Zoning - P-M Planned Industrial Zone OUTLINE SPECIFICATIONS GENERAL REQUIREMENTS A. Summary of Work 1. The Work consists of furnishing plans and specifications necessary to complete the construction of the project, including, but not limited to: a. Master Grading and Drainage Plan Preparation of an overall preliminary grading, drainage and utility plan addressing all the sites and their relationships to each other and the main infrastructure. b. Final Plans, Loop Road and Utilities (Sewer, Water, Storm Drain and Pavement) Preparation of final plans for the loop road and the sewer, water and storm drain facilities necessary to serve the overall site. c. Site Plan, Phase IA & IB Prepare fine grading plan for site. Prepare storm drain, sewer and water plans for facilities on the site up to five feet from the building, including curb, gutter and pavement. 29 RUHNAU McGAVIN RUh. Ml ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER Design Development Phase August, 1984 BASIS FOR DESIGN UTILITIES: Gas, Electric, Telephone and Cable TV A. This project consists of two public utility design development phases. Phase 1 - Study of existing facilities to identify: 1. Facility sources and applicant extension responsibilities. 2. Construction conflicts with existing facilities. 3. Scope of onsite public utility systems - backbone distri- bution systems by public utilities with points to each major building with stub provisions to future building sites. 4. Preparation of conceptual public utility site distribution design focusing on major utility structure (i.e., transformer) and service locations. 5. Development of preliminary budget estimates based on accepted concept plan outline specifications. Phase 2 - Transform concept designs into public utility extension documents. OUTLINE SPECIFICATIONS UTILITIES A. Electric 1. SDG&E underground electric system design. 2. Extension contract documents. 3. Relocation negotiations as required. B. Gas 1. SDG&E underground gas system design. 2. Extension contract documents. 3. Relocation negotiations as required. C. Telephone 1. Pacific Bell underground system designs. 2. Extension contract documents. 3. Relocation or offsite extension negotiations as required. D. Cable TV 1. Cablevision system design. 2. Extension contract documents. 3. Relocation or offsite extension negotiations as required. It is our intention to complete Phase 1 tasks by August 28, 1984. 30 RUHNAU McGAVIN RUh, .U/ASSOCIATE5 City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 BASIS FOR DESIGN LANDSCAPE A. Follow principles set forth in the "Landscape Guidelines Manual" for the City. B. Arrange plant material in a semi-formal manner to emphasize the loop road (ingress and egress). C. Accent entry nodes. D. Accent architecture. E. Provide pleasant outdoor spaces for employees. F. Blend development into native landscape. G. Use low maintenance/low water use plants. H. Screen undesirable views into and within the site. 31 RUHNAU McGAVIN RUH Ji'ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE BUILDING Design Development Phase August 1984 OUTLINE SPECIFICATIONS LANDSCAPE AND IRRIGATION SPRINKLER SYSTEM A. Finish and Decorative Grading and General Soil Preparation—Execution 1. Finish grading for drainage. 2. Finish grading for mounding. 3. Rock and boulder placement. 4. Soil prep, operation. B. Irrigation—Materials. 1. Pipe—P.V.C. 2. Quick coupler valves. 3. Backflow preventers. 4. Check valves. 5. Gate valves. 6. Control wiring. 7. Automatic controller. 8. Sprinkler heads. C. Irrigation—Execution. 1. Layout. 2. Trenching/Backfilling. 3. Field adjustment. 4. Maintenance. 5. Guarantee and replacement. D. Planting—Materials. 1. Topsoil. 2. Backfill mix. 3. Soil conditioners and fertilizers. 32 RUHNAU McGAVIN RUh J/ASSOCIATES 4. Quality and size of plants. 5. Tree supports. 6. Weed control. 7. Seed. 8. Hydromulching materials. E. Planting—Execution. 1. Weed control. 2. Layout of plants. 3. Planting—trees, shrubs, and vines, 4. Pruning. 5. Staking and guying. 6. Ground cover. 7. Hydroseeding. F. Maintenance Period. 1. Weeding. 2. Fertilizing. 3. Mowing. 4. Clean-up. 5. Guarantee and replacement. 33 RUHNAU McGAVIN RUh, U/ASSOCIATES City of Carlsbad PUBLIC SAFETY AND SERVICE CENTER Design Development Phase August 1984 BASIS FOR DESIGN COMMUNICATIONS A. Dispatch Center. A Police/Fire communications-911-dispatch center will be designed to handle the dispatch and call taking function. New consoles and related equipment will be designed and translated to functional specifications. Necessary building systems will be integrated into the console and electronic design as appropriate. This includes closed circuit TV, building paging, door controls and indicators, and radio system. B. Radio System. Radio base stations and control systems will be specified, both for remote sites and for backup equipment in the new facility. OUTLINE SPECIFICATIONS COMMUNICATIONS A. INTRODUCTION 1.1 GENERAL 1.2 INFORMATION FOR BIDDERS 1.3 PROPOSAL FORM 1.4 BID BOND 1.5 AGREEMENT 1.6 WORKMAN'S COMPENSATION CERTIFICATE 1.7 PAYMENT BOND 1.8 PERFORMANCE BOND B. GENERAL TERMS AND CONDITIONS 2.1 INTRODUCTION 2.2 TURNKEY SYSTEM 2.3 SYSTEM COMPLETENESS 2.4 EQUIPMENT OFFERING 2.5 DOCUMENTATION 2.6 LIST OF USERS 2.7 PERMITS AND LICENSING 2.8 INSTALLATION 2.9 SITE EXAMINATION 2.10 WARRANTY 2.11 MAINTENANCE AND REPAIR 34 RUHNAU McGAVIN RUh. .U/ASSOCIATES 2.12 PARTS 2!13 BIDDER QUALIFICATIONS 2.14 BID SIGNATURES 2.15 EXCEPTIONS 2.16 DELIVERY 2.17 BID AWARD CRITERIA 2.18 QUANTITIES TO BE BID; DELETIONS C. SYSTEM DESCRIPTION AND SCOPE OF WORK 3.1 INTRODUCTION 3.2 RADIO SYSTEMS 3.3 DISPATCH CENTER 3.4 COMPUTER-AIDED DISPATCH 3.5 GENERAL REQUIREMENTS AND SCOPE OF WORK D. EQUIPMENT SPECIFICATIONS 4.1 GENERAL 4.2 CONSOLE EQUIPMENT SPECIFICATIONS — DISPATCH 4.3 BASE STATION (150-170 MHZ) 4.4 RADIO EQUIPMENT SPECIFICATIONS ~ TABLETOP BASE STATION (150-170 MHZ) 4.5 SATELLITE RECEIVERS (150-170 MHZ) 4.6 RECEIVER VOTING EQUIPMENT 4.7 MOBILE RADIO SPECIFICATIONS (150-170 MHZ) 4.8 PAGING ENCODER, PANEL-MOUNTED 4.9 PERSONAL PAGER SPECIFICATIONS 4.10 MONITOR RECEIVER SPECIFICATIONS 4.11 REMOTE CONTROL UNIT SPECIFICATIONS — SINGLE FREQUENCY DC 4.12 REMOTE CONTROL SPECIFICATIONS ~ TONE 4.13 INSTANT RECALL RECORDER 4.14 ANTENNA COMBINING SYSTEM E. COMPUTER-AIDED DISPATCH SYSTEM F. CLOSED CIRCUIT TELEVISION SYSTEM 35 Architects Planners ___ .•*""% RUHNAU McGAVIN RuAUi 'ASSOCIATES ^" 3775 Tenth Street 1207 Elm Avenue Herman 0. Ruhnau F.A.I.A. Riverside, CA 92501-3669 Carlsb.ad, CA 92008-1995 Davia Ruhnau, A.I.A. 714/684-4664 679/729-7/44 Gary L McGavin A I A CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER PROGRESS REPORT August 13, 1984 Prepared By: Ruhnau McGavin Ruhnau/Assodates RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER ARCHITECTURAL OVERVIEW OF SCOPE OF WORK The Architect's responsibilities include working with the Planning Group, which consists of the City Council, the City Department Heads and Staff, and the Koll Company, Construction Manager, to develop a complete and comprehensive Public Safety and Service Center of which the City of Carlsbad can be proud. Also included are the review of the program and schematic design, preparation of Design Development Docu- ments, Bidding Phase, and Construction Phase - Administration of the Construction Contract, including coordinating and inegrating the con- sultants' work. WORK ACCOMPLISHED TO DATE - August 13, 1984 Police/Fire Building: We have worked closely with Lt. George Suttle and Brian Watson in reviewing the program, refining the schematic plans, incorporating architectural systems for structural framing, and mechanical and electrical systems. The plan of the facility was completely developed including the location of all partitions, windows, and doors. The architectural forms and spacial relationships were developed with particular attention to the plaza/entry and lobby/atrium areas. We have completed architectural design development drawings including a site plan, floor plans, and rendered elevations and sections. A basis for design statement and outline specifications are also a part of the design development phase, and are being prepared. Maintenance Bldg: The schematic drawings were reviewed and refined. Several alternative schemes were presented to the City Staff and ul- timately one was selected. The design development drawings include a site plan that indicates the layout of yards and support facilities such as fuel island and vehicle wash. Floor Plans, Rendered Eleva- tions, and Sections of the Vehicle Maintenance Building are complete. A Tool and Equipment List and Cut Sheets have been prepared and a basis for design and outline specifications are being prepared by RMRA. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE At the completion of the Design Development Phase, Concept Design Documents, including drawings, outline specifications, and all writ- ten and graphic documents to describe the overall size and character of the entire City of Carlsbad Public Safety and Service Center will will be completed. This will include architectural, structural, mechanical and electrical systems and building materials. RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER ARCHITECTURAL (Continued) ISSUES TO BE RESOLVED OR CLARIFIED The material for the exterior skin is not finalized as of this date. The Architect is suggesting thin shell precast concrete for the Public Safety Building and tilt-up concrete for the Vehicle Maintenance Buil- ding. An alternate of brick or tile veneer will be considered. RUHNAU McGAVIN RUHNAU'/'ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER STRUCTURAL OVERVIEW OF SCOPE OF WORK 1. Prepare Drawings PS-1, PS-2 and PS-3 illustrating proposed roof and floor framing systems with cellular (full electrical access) floor deck options for suspended floors of Police/Fire Head- quarters Building. WORK ACCOMPLISHED TO DATE - August 13, 1984 1. Analyze RMRA's 1982 UCB code study of both buildings and determine structural material limitations imposed by code. 2. Discuss suitability and cost aspects of various structural framing systems for floors and roofs with RMRA and CM. 3. Discuss suitability and seismic design aspects of various exterior wall systems and materials with RMRA and CM. 4. Confer with RMRA regarding ability of structural roof framing to accommodate space planning modifications proposed by fleet main- tenance consultant. ISSUES TO BE RESOLVED OR CLARIFIED 1. Choice of exterior wall system and materials for Police/Fire Head- quarters Building. 2. Choice of lateral force resisting system for Police/Fire Headquar- ters Building (in part dependent upon preceding item 1.) RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER MECHANICAL OVERVIEW OF SCOPE OF WORK The work covered by Nack & Sunder!and consists of designing the following systems for the Police Headquarters and Fire Administration and Vehicle Maintenance Building: 1. Central air conditioning system for Administration Building. 2. Separate air conditioning system for Dispatch Center. (Dispatch center air conditioning system will be on emergency generator.) 3. Separate air conditioning system for meeting rooms. 4. Office area in vehicle maintenance building will be heated and air conditioned. Other areas will be heated only. 5. Exhaust system will be designed for: .Showers and lockers .Toilet area .Electrical rooms .Vehicle maintenance building general exhaust system and underground exhaust system. .Jail .Labs 6. Complete system for water, gas, sewer as well as related piping for compressed air and central engine oil distribution. 7. Water, gas, sewer and roof drain system will be extended 5 feet outside of the building. 8. Complete system of fire protection will be designed. WORK ACCOMPLISHED TO DATE - August 13, 1984 1. Mechanical and plumbing system description and outline specification. 2. Mechanical and plumbing design development floor plans. 3. Coordination with architect concerning mechanical and plum- bing equipment space requirements inside and outside of the buildings. ISSUES TO BE CLARIFIED OR RESOLVED 1. Equipment heat dissipation in dispatch center and radio equip- ment/computer. 2. What type of equipment will be in photo lab? Does it require any special exhaust system? .,**, RUHNAU McGAVIN RUHNAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER ELECTRICAL OVERVIEW OF SCOPE OF WORK Work Includes developing plans and specifications for the basic power and lighting design for. the two buildings, roadway and area light- ing for the developed part of the site, design of the standby power system, design of the fire alarm, deputy alarm, intrusion alarm and interview monitoring systems, design of a portion of the door control system (the portion between the dispatch console and the door hardware), and provision of conduit for closed circuit TV, cable TV, computer, radio, and television systems, and incorporation into the contract documents of specifications for the paging and radio monitor- ing systems (specifications to be furnished by the Richter Group). We will also work with the utility consultant and provide information required by them for coordination with the respective utilities. WORK ACCOMPLISHED TO DATE - August 13, 1984 Up to now, we have laid out lighting in the police and fire headquart- ers building, selected lighting fixtures for interior and exterior use and developed load estimates and single line diagrams for the police and fire headquarters building and the vehicle maintenance building and single line diagrams for them. We have worked with Lt. Suttle to define the standby power requirements for the project, and we have worked with the telephone and communication consultants to define the division of work between them and ourselves. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT We will have completed the location of all interior lighting fixtures, outdoor area lighting and roadway lighting, defined the essential power distribution systems for the buildings, defined the degree of interface between ourselves and other consultants working with the City and defined the scope of the numerous special systems required in the buildings. ISSUES TO BE RESOLVED Right now, we have only two. One has to do with the work required to incorporate the cable TV system into the project (what equipment is to be owner furnished, what facilities need to be designed into the con- struction project, what facilities are to be provided by the cable TV franchise). The second item has to do with the manner by which util- ities are distributed in large office areas or open work areas. Our presumption for the time being is that the interior design package will provide a solution to this problem by the use of prewired moveable par- titions. RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER CIVIL ENGINEERING OVERVIEW OF SCOPE OF WORK The engineering services include the preparation of an overall preli- minary grading, drainage and utility plan addressing all the sites and their relationships to each other and the main infrastructure. WORK ACCOMPLISHED TO DATE - August 13, 1984 The preliminary grading, drainage and utility plan for the site is 60% complete. The anticipated completion date for these plans are by August 24, 1984. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE The preliminary plans for street layout, building location, grading, drainage and utilities will be approved and work can be started on the final plans for loop road and utilities, and the site plans for Po- lice/Fire Headquarters and the Vehicle Maintenance Building. ISSUES TO BE CLARIFIED OR RESOLVED Awaiting results of soils investigation to determine grading constr- aints, amount of rock to be encountered, pavement section, etc. Awaiting results of potholing of gas main to determine height of Impala Drive over gas main. RUHNAU McGAVIN RUHNAUl'ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER VEHICLE MAINTENANCE OVERVIEW OF SCOPE OF WORK The scope of work is divided into 5 general categories: 1. Programming - includes the design criteria document and prelimi- nary tool and equipment list which have been completed. 2. Schematic Design - includes working with the design team in estab- lishing site area relationships and functional area relation- ships within the facility. This phase is also complete. 3. Design Development - includes continued interface with the design team to develop the plans for the facility as it relates to industrial workflow. The Preliminary Tool and Equipment List was updated based on client input, and cutsheets on the equipment have been assembled. Sketches of initial equipment layouts will be developed based on the approved floor plan. 4. Construction Documents - includes preparation of equipment layout drawings on background mylars provided by Ruhnau McGavin Ruhnau, and preparation of detailed equipment specifications for equip- ment items. FMC will also coordinate requipment related functional requirements with the various disciplines. 5. Bidding & Construction - includes review of shop drawings and equipment submittals to insure that equipment is provided as specified. On-site reviews during construction and final punch- out will also be conducted. WORK ACCOMPLISHED TO DATE - Aygust 13, 1984 Interviews were held within the City Staff on June 11 and 12 to deter- mine the operational characteristics and functional needs of the Facility. These interviews were subsequently documented in the "Design Criteria" book submitted June 22 which also included a Pre- liminary Tool and Equipment List. The City staff reviewed the docu- ment and their comments were incorporated into the "Carlsbad City Service Center Design Criteria" submitted July 6. Fred Selleck has also worked with the design team on developing the facility floor plan with primary considerations for industrial work flow, supervision and safety. Brochures for tools and equipment have been assembled and submitted August 10 for client review. RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER VEHICLE MAINTENANCE (Continued) WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE 1. Update the Preliminary Tool & Equipment List - Completed. 2. Assemble brochures and cutsheets on equipment - Completed. 3. Equipment layout sketches based on approved floor plan. ISSUES WHICH NEED CLARIFICATION OR RESOLUTION 1. A floor plan must be finalized in order to prepare equipment layout sketches for review by the client. 2. The procurement method and specification responsibility must be established prior to beginning construction documents. 8 RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER COMMUNICATIONS OVERVIEW OF SCOPE OF WORK - Phase 2 System Alternatives Development and Design Recommendation To develop several system and dispatch center alternatives for the new facility and to prepare an analysis of the design alternatives identi- fied. Recommendations and justification will then be provided. WORK ACCOMPLISHED TO DATE - August 13, 1984 1. Dr. Richter met with City representatives and Architectural staff on 7/31/84 and 8/2/84 to review and identify elements of the com- munications responsibilities and electrical engineering require- ments. 2. After review of this information, a separate schematic layout from that suggested in phase 1A was recommended. 3. Interviews were conducted with Police/Fire staffs to further refine interior room layouts in the communications center. 4. A preliminary room layout was provided to the Architects' staff. 5. The preliminary layout was reviewed with affected staffs and a description of proposed equipment and functions was conducted. 6. This information is currently being prepared as an analysis of design alternatives, recommendations, and justifications. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE At the end of Design Development, a complete layout and description of functional requirements and equipment will have been completed and will be included in the final design documents. This project is currently ahead of schedule. It is anticipated that Phase 3 (Specification Development-Bid Process) will begin shortly. ISSUES TO BE RESOLVED OR CLARIFIED This project is proceeding within the projected time frame, and there have been no difficulties to date. RUHNAU McGAVIN RUHNAU/'ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER COMMUNICATIONS OVERVIEW OF SCOPE OF WORK- Phase IB Computer Aided Disapatch System Feasibility Study The scope of work for this portion of the communications element consists of a study to establish the cost and operational feasibility of Computer Aided Dispatch for the Police and Fire Communications Center. This would include the advantages/disadvantages to the City including cost/benefit analysis. The report would provide require- ments for a CAD system to serve both departments as well as future consolidated programs. Redommendations and alternatives will be pro- vided. WORK ACCOMPLISHED TO DATE - August 13, 1984 1. Glenn Marin met with City representatives, Architects, and Police/Fire representatives in order to gather preliminary data concerning present operating procedures. 2. Mr. Marin gathered reports and information from the Police and Fire Departments for an analysis of department requirements. 3. From that information, Mr. Marin developed rough drafts of work- load projections for Police and Fire Departments based upon current activities. 4. Marin met with Police and Fire representatives for further review and developed this data. In addition, interviews were conducted by key personnel in both departments. 5. The data collected is presently being analyzed and developed for preparation of the final study report. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE At the end of Design Development, a completed Feasibility Study will be available that provides the information necessary for decision makers to make informed decisions concerning this project. This in- formation will include various alternatives, costs, and recommen- dations. ISSUES TO BE RESOLVED OR CLARIFIED This project is currently on schedule and is proceeding without dif- ficulty. 10 RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER INTERIORS OVERVIEW OF SCOPE OF WORK Our scope of work is to prepare a finish and furniture program for the interior of this facility, so that it can be occupied in a functional and productive manner, and at the same time be a pleasant working environ- ment. We are charged with preparing the interior within a stated bud- get and to use materials that will enhance the facility while taking into consideration the long term maintenance aspects. Our program will be produced in a format based upon professional practice and will allow the City of Carlsbad to procure all of the interior elements in a com- petitive manner. Through the use of plans, specifications, photographs, and samples, we will be able to present a clear picture of the proposed interior to all of the interested parties. WORK ACCOMPLISHED TO DATE - August 13, 1984 1. On Tuesday, August 7, 1984 we met with Architect; David Ruhnau, Police representative; George Suttle, and Fire representative; Brian Watson. We toured the existing facility and spent several hours discussing the philosophy, function, and use of the new facility, area by area. From these discussions we are preparing a written program of our find- ings which will be delivered to those parties in the next two days. 2. We are currently researching finishes and materials which we feel will address some of these items raised in our discussion of August 7th, and we are also obtaining samples for review in due course. 3. We are reviewing the Architect's standard finish schedule and will be preparing a preliminary finish schedule before the end of this week. We are also numbering all of the rooms and areas so as to coordinate our schedule in an easily followed format. 4. The buildng outline has been transferred to our standard title blocks and we have prepared some sketch layouts of furniture in preparaton for review at our next meeting with the various representatives. 5. We plan to meet with the fire department representative, Brian Watson, further this week in order to ascertain their requirements in more detail and visit their existing premises. We will also take that opportunity to meet with the maintenance facility representative. 11 RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER INTERIORS (continued) WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE We anticipate completing a preliminary finish schedule, preliminary lay- out plans, and outline specifications at the completion of the Design Development Phase. We will also have reviewed the existing facilities, programmed the new facility in detail and collected and reviewed a major portion of the finish samples. In addition, we hope this information along with budgets established for artwork, signage, plants, and accessories, will have enabled the Contractor and the Architect to prepare their overall budget for the project. ISSUES TO BE RESOLVED OR CLARIFIED There are no issues that need to be clarified or resolved with regard to our work at this time. 12 RUHNAU McGAVIN RUHNAUI ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER LANDSCAPE OVERVIEW OF SCOPE OF WORK a. Preliminary design concepts. 1) Review by Architect. 2) Review by City Staff. b. Prepare preliminary site plan on architect's base sheet showing landscape concept. 1) City staff review as required. 2) Planning Commission/City Council meetings required. WORK ACCOMPLISHED TO DATE - August 13, 1984 a. Landscape design concepts in rough form. b. Preliminary review by RMRA office. WHAT WILL DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE 1. Preliminary design concepts. 2. Preparation of preliminary site plan on architect's base sheet showing landscape concept. 3. Landscape design concepts in rough form. 4. Preliminary review by RMRA office. ISSUES TO BE RESOLVED OR CLARIFIED a. Project phasing (limits of work) b. Construction phasing. c. To what extent can we develop areas inside the "loop road" and between the loop road and Faraday? d. By whom and how much of Faraday will be installed in Phase One? 13 RUHNAU McGAVIN RUHNAU/ASSOCIATES CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER UTILITY SPECIALISTS OVERVIEW OF SCOPE OF WORK This project covers the gas, electric, telephone and cable TV portion of the Carlsbad Public Safety and Service Center, and consists of two public utility design development phases. Phase 1 - Study of existing facilities to identify: 1. Facility sources and applicant extension responsibilities. 2. Construction conflicts with existing facilities. 3. Scope of onsite public utility systems - backbone distribution systems by public utilities with points to each major building with stub provisions to future building sites. 4. Preparation of conceptual public utility site distribution design focusing on major utility structure (i.e., transformer) and service locations. 5. Development of preliminary budget estimates based on accepted concept plan outline specifications. Phase 2 - Transform concept designs into public utility extension documents. WORK ACCOMPLISHED TO DATE - August 13, 1984 To date, the facility sources and applicant extension responsibili- ties are 50% complete. It is our intention to complet all of the Phase I tasks by August 28, 1984. WHAT WILL BE DONE AT COMPLETION OF DESIGN DEVELOPMENT PHASE All of Phase 1 and Phase 2 will be completed at the end of the Design Development Phase. ITEMS TO BE CLARIFIED OR RESOLVED 1. Telecommunication Vendor responsibilities; i.e the scope of Pacific Bell's work, and that of the Private Vendor. 2. Need more feedback on the scope of the natural gas services to be required. 14