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Title 1 Design Report
FERMILAB LINAC UPGRADE
Project No. OO-R-104
CIVIL CONSTRUCTION
February 1990
For The
U. S. Department of Energy
Chicago Operations Office
Argonne, Illinois
Prepared by the Fermi National Accelerator Laboratory Construction Engineering Services
TABLE OF CONTENTS
I INTRODUCTION
Statement of Purpose
Scope of the Project
II SUMMARY AND RECOMMENDATIONS
Page
I-1
I-1
Summary - Design Provisions and General Approach II-1
Cost Estimate Overview II-2
Safety Provisions II-2
Energy Conservation Provisions II-3
Environmental Provisions II-3
Quality Assurance and Value Engineering II-4
Proposed Method of Accomplishing Work II-4
Recommendations II-4
ill CONSTRUCTION OVERVIEW
WBS 1.2.1
WBS 1.2.2
WBS 1.2.3
WBS 1.2.4
Linac Power Supply Gallery
Linac/A-0 Assembly Area
Linac Utilities and Services
Linac Enclosure Access and Penetrations
IV DESCRIPTION AND SYSTEM OUTLINE SPECIFICATIONS
Siting and Orientation
Radiation Shielding
Architecture
i
III-1
III-1
III-1
III-1
IV-1
IV-1
IV-3
Structure and Foundations IV-3
Heating, Ventilation and Air Conditioning IV-4
Fire Detection and Suppression IV-5
Primary Power and Substations IV-6
Secondary Power Distribution and Lighting IV-6
Wave Guide Penetrations IV-7
Sitework and Paving IV-8
Demolition and Protection of Existing Facilities IV-9
V COST ESTIMATE
Cost Estimate Overview
Basis of Cost Estimate - Methodology
Cost Estimate Summary Sheets
VI ENGINEERING AND CONSTRUCTION SCHEDULES
Construction Phases
Construction Schedule
APPENDICES
A Schedule 44 - Construction Project Data Sheets
B Design Criteria, Standards and Code References
C DOE Construction Project Escalation Rates
D Cost Estimate Detail Sheets
E . Title 1 Drawing List
F CPM Network - Construction Schedule
ii
V-1
V-1
V-2
VI-1
VI-1
I
INTRODUCTION
1. Statement of Purpose
The Fermilab Linac Upgrade Project is motivated by the requirement to increase Collider luminosity which will increase the physics discovery potential of the Tevatron Collider. The Linac Upgrade is one of several steps which will increase the Collider luminosity. The basic accelerator physics motivation for the project is the following chain of logic. The existing Main Ring Accelerator has a fixed, relatively small admittance for 8 GeV protons injected from the Booster Accelerator. While it is demonstrably p088ible to increase the number of protons accelerated in the Booster, space charge effects at injection into the Booster from the Linac increase the emittance of the beam delivered from the Booster to the Main Ring beyond the available admittance of the Main Ring. An increase in the energy of the protons injected into the Booster, however, will reduce the emittance growth due to the space charge effects at injection. Therefore, for a given admittance into the Main Ring, a greater number of protons will be accelerated in the Booster with a matching emittance if the injection energy is raised. The goal of the Linac Upgrade is to double the output energy of the Linac from 200MeV to 400MeV.
The doubling of the Linac energy will be accomplished by replacing the last four "drift tube linac tanks" of the present Linac with 28 sections of a side-coupled cavity structure, each section consisting of 16 rf cavities, while raising the rf frequency by a factor of four to 805MHz.
2. Scope of the Project
It has been demonstrated that it is possible to make this replacement without altering the length of the Linac enclosure. It is the intention to build, test and commission (without beam) the entire replacement structure. When complete, the structure will rapidly be installed in place of the drift tube tanks. The entire new Linac structure will be set in place parallel to the existing Linac in the Linac enclosure, and completely powered prior to the replacement.
Thus, it will be necessary to have the capability to operate the existing downstream four tanks of the drift tube linac in parallel with the entire new side-coupled cavity structure. Every four of the 28 new sections will be jointly powered by a 12MWatt klystron operating at 805MHz. These klystrons, with their accompanying pulse transformers, pulse forming networks, and bulk charging supplies are relatively large items. It has not been possible to devise any plan to operate the existing Linac in parallel with the new structure in the Linac enclosure without a modest increase in the area of the Linac power supply gallery. Thus, the first major
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component of the Linac Upgrade civil construction is to provide for an increase in area corresponding to about four of the required klystron system footprints, and to modify existing space to accommodate the remaining systems. Also, appropriate system and structural power and cooling must be provided.
The actual side-coupled cavity structures are assembled from precision tuned and machined pieces of copper. The bulk copper, rough machining, and first stages of the fine machining will be accomplished utilizing commercial vendors and machine shops. The final tuning and machining, however, involves an iterative series of steps of preliminary assembly and "cold" rf measurements, followed by fine cuts on local computer-controlled machine equipment. After this preliminary tuning is complete, the unassembled parts will be commercially brazed into sections, and then returned for final tuning and the addition of cooling and vacuum systems. Then, preliminary high voltage commissioning and testing must be done with some degree of accessibility before the sections are grouped by four into modules, further tested, and then placed into the Linac enclosure. The second civil construction project consists of the construction of an Assembly Area for this work. This Assembly Area must be convenient to both the mechanical and rf sta.ft" of the Upgrade Project, and provide for sufficient shielding for the powered testing of the sections and modules. The basic requirements are very similar to those for the existing separator/septum/kicker group at Fermila.b, and an extension of the existing Assembly Building located at A-0 at Fermilab will be constructed.
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II
SUMMARY AND RECOMMENDATIONS
1. Summary - Design Provisions and General Approach
The functional requirements and design provisions for the civil construction for the Linac Upgrade are summarized below:
Space: Additional space required for the Linac Upgrade equipment fabrication, testing and operation is provided in two locations; the Power Supply Gallery for the new Side-Coupled Cavities (SCC) adjoins the present Linac Gallery and a new A-0 Assembly Area for the SCC modules fills in between the existing A-0 Service Building and Laboratory.
Power and Cooling Systems: Extensions to existing primary power systems and cooling water systems are provided at both the new Linac Power Supply Gallery and the new Linac/A-0 Assembly Area.
Equipment Access: Access to the present Linac Enclosure for installing the new SCC modules and removing the present Linac tanks is provided with a temporary shielded access pit and an access ramp.
Power and Communications Access: Wave Guides and control/communication cables between the sec modules and the power supplies are routed through new penetrations constructed between the Linac Gallery and Linac Enclosure.
The general design approach used for this Title 1 Design Report is based on the following conditions and assumptions:
New Equipment Criteria: Physical sizes, required services and operational characteristics for the new Linac Upgrade equipment is accommodated in the design criteria for buildings and services.
Architecture: The exterior shape and appearance of the new building additions is designed to be compatible with adjoining buildings and to retain design elements common to the Fermilab site. Interior layouts of the buildings accommodate the equipment and personnel requirements.
Site -Conditions: Existing soil borings are used for Title 1 design and new geotechnical studies will be done during Title 2 design. Sub-surface bearing conditions as well as soil activity will be measured and preliminary designs will be modified as needed.
Operational Schedules: Construction for the new Linac Access and Wave Guide Penetrations will be scheduled during accelerator shutdown periods.
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2. Cost Estimate Overview
The cost estimates for the various civil construction WBS elements are summarized by fiscal years below. Cost breakdowns, tabulations and details are shown in Section V and in Appendix D.
WBS No. /Description •
WBS 1.2.1, 1.2.2, 1.2.3 & 1.2.4.
E.D.I.A.
Subtotal with E.D.I.A.
Contingency
Subtotal with Contingency
Escalation
TOTAL
3. Safety Provisions
FY 1900
• 1,120,000
315,000
• 1,445,000
288,000
• 1,733,000
62,000
• 1,795,000
s
FY 1991
590,000
71,000
651,000
132,000
783,000
32,000
815,000
TOTAL
• 1,710,000
386,000
s 2,096,000
420,000
• 2,516,000
94,000
s 2,610,000
The many and varied aspects of safety are incorporated into the basic design for the Linac Upgrade construction. In summary, the following items highlight the safety provisions that have been considered.
Life Safety: Outside exits are arranged for all stairs, hand rails are provided and aisle widths are ample for both personnel passage and utilities. Safe entry and egress are considered in power supply and equipment test areas. Emergency lighting is provided. Access for handicapped employees is not provided in power supply and equipment test areu.
Fire Safety: Non-combustible materials are specified for all building components. Fire suppression systems as well as alarm and detection systems are provided in the new building additions.
Electrical Safety: All equipment is specified in accordance with the National Electrical Code and Underwriters Laboratory. Switchboards and panels are placed in easily accessible locations with sufficient ventilation available.
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Mechanical Safety: All equipment is specified in accordance with the appropriate safety standards and codes. Items of standard safety practice such as belt guards, fan screens and mechanical interlocks are used throughout.
Radiation Safety: Appropriate radiation shielding materials are incorporated into the design and construction techniques specified. Construction work near areas with active soil will be scheduled during accelerator down-times. (Refer to Radiation Shielding, Section IV.)
Construction Safety: The basic phasing of the construction work is arranged so that safety is not compromised at any time. Traffic control, construction limits, fences and barriers, and temporary partitions are all considered. Soil test results and recommendations of soil consultants are incorporated into slope protection, site drainage, active soil protection and construction procedures. Existing asbestos insulation is removed according to prescribed EPA procedures.
4. Energy Conservation Provisions
In accordance with current energy conservation practice, the total energy consumption for both the materials of the initial construction as well as the energy for operation of the facility for its projected lifetime is considered.
Environmental Criteria: Requirements for ventilation, heating, lighting, humidity control and air conditioning are limited to the essential needs of equipment and personnel for effective operations. The extreme high and low ends of the possible range of conditions are not accommodated by these criteria.
Material Selections and Payback Periods: Material alternates for improved insulations, lower maintenance, longer lifetimes, etc., are considered in the view of energy balance of a payback period of 5 years or less.
Alternate Enera Sources: Consideration of other energy sources such as solar, wind, natural gas, etc., require that such sources compete against the heavy electrical service needed in the Linac Power Supply Gallery and Linac/ A-0 Assembly Area. When generation equipment and utility extension costs are considered, these alternate energy sourcee do not compete with electrical service.
5. EnviroDIQental Provisions
The sites on which the two new building additions will be constructed are presently used as parking lots and hardstand areas that date from the initial Fermilab construction in 1968-1970. The impact of the proposed buildings is no different than existing adjacent buildings. There are no wetlands, flood plains, archaeological or historical sites involved.
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6. Quality Assurance and Value Engineering
Documented Quality Assurance Programs for the Construction Engineering Services Section are in place, and these procedures will be followed for all work with the Linac Upgrade Project. Value Engineering has been an integral part of all Conceptual and Title 1 design work, and engineering and design calculations and cost evaluations are on file.
'1. Proposed Method of Accomplishing Work
A series of fixed-price construction subcontracts and Fermilab procurement subcontracts is planned for the civil construction for the Linac Upgrade Project. The subcontracts and procurements parallel closely the WBS elements that will be used and are listed below:
WBS No./Description
WBS 1.2.1 Linac Power Supply Gallery
WBS 1.2.2 Linac/ A-0 Assembly Area
WBS 1.2.3 Linac Utilities & Services
WBS 1.2.4 Linac Encloeure Access and Wave Guide Penetrations
8. Recommendations
Construction Subcontracts
1
1
1
1
Procurement Start Subcontracts Construction
2 May, 1990
2 June 1990
1 May 1990
March 1991
The design of the civil construction for the Linac Upgrade Project as described in this Report, has been dictated by the functional needs of the Fermilab High Energy Physics Program, by safety requirements for operating personnel and the the general public, and by architectural conformity with other facilities at the Fermilab site.
This design is in accordance with recognized architectural and engineering practice, and complies with the applicable standards of the Department of Energy and other standards and codes listed in Appendix B.
It is there!ore recommended that immediate authorization be granted to proceed with the preparation of Title 2 construction drawings and specifications.
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m CONSTRUCTION OVERVIEW
1. WBS 1.2.1 Linac Power Supply Gallery
The Linac Power Supply Gallery will be a single-story structure built on the east side of the existing Linac Gallery. Present exterior walls and windows will be removed/reconfigured to provide access between new and existing areas. Foundations will be concrete caissons and grade beams. Framing for walls and roof will be structural steel. Walls will be of insulated metal siding. The roof of the new structure can accommodate a future second floor and would match adjacent structures at that elevation.
2. WBS 1.2.2 Linac/A-0 Assembly Area
The Linac/ A-0 Assembly Area is a combination high bay with two-level side bay building that will fit between existing A-0 Service Building and A-0 Lab. An existing wall will be removed to allow the existing A-0 Lab bridge crane to travel into the new A-0 Assembly Area. Light assembly and technical work area is provided in the low bay and the mezzanine above. Concrete spread footings will support a structural steel frame for wall and roof support. Walls will be of insulated metal siding with windows to match the existing A-0 Lab building.
3. WBS 1.2.3 Linac Utilities and Services
Two new substations with primary feeders will be installed at the Linac Power Supply Gallery. A storm water lift station will also be added to accommodate relocated storm sewers presently under the new building footprint. Switchboards and secondary power distribution will be made to the SCC Power Supplies.
An existing small substation at the A-0 Service Building will be replaced with a larger substation to provide power for the Linac/ A-0 Assembly Area. Switchboards and secondary power distribution will be installed to power a test area for a SCC Power Supply.
4. WBS 1.2.4 Linac Enclosure Access and Penetrations
Equipment access to the existing Linac enclosure will be through an existing wall opening sealed with a removable concrete panel at the downstream end of the Linac enclosure aisle. This opening, at 10' below grade, was used during the initial Linac drift tank installation by means of a long access ramp and will be used again for the installation of the sec modules and subsequent removal of the drift tube tanks.
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An access pit will be constructed by the wall opening with steel sheet piling and temporary concrete shield blocks. Periodic access to the Linac enclosure is accommodated by this pit for the installation of the sec modules over 3-5 short accelerator shutdowns. When the Linac drift tanks are scheduled for removal during the 400 Me V conversion, the pit will be enlarged and a long ramp will be constructed. After all equipment moves are complete, the ramp will be backfilled. The sheet piling will remain in place should re-excavation and additional access to the Linac enclosure be required in the future.
Nine new penetrations from the Linac Gallery to the Linac enclosure are required for the sec module wave guides and control/ communication conduits. Vertical shafts will be sunk in the shielding berm between the Linac Gallery and Linac enclosure. These shafts will provide access for horizontal pipes to be drilled into both enclosure sidewalls. After placement of the wave guides and conduits, the voids are backfilled with polyethylene bead shielding and capped with a concrete lid.
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IV
DESCRIPTION AND SYSTEM OUTLINE SPECIFICATIONS
1. Siting and Orientation
The Linac Power Supply Gallery is nestled into the corner created by the existing Linac Gallery, Cross Gallery Southwest Addition, and Booster Gallery. Equipment access is through a series of overhead doors opening to the courtyard on the east. Personnel access is also available here and from each of the surrounding structures.
The building is oriented with its long axis parallel to the Linac Gallery. This provides maximum proximity of the power supply equipment to the accelerator components in the Linac enclosure.
The Linac/ A-0 Assembly Area is sited to fill an existing opening between the A-0 Service Building to the north and the A-0 Lab to the south. Equipment access is through existing doors on either of the adjacent buildings. Personnel access from the parking area to the north is provided by a new walkway wrapping the existing Service Building. This walkway also ties into an existing personnel accessway that crosses over the accelerator berm to the west and links to the High Rise/Footprint areas.
The building is oriented to align its high bay area with the existing A-0 Lab high bay. This allows for extension of the existing crane rails and the utilization of the existing 10-Ton crane. New ground level tech areas and mezzanine spaces are extensions of similar existing spaces.
2. Radiation Shielding
a. Linac Enclosure: The new 400Me V side-coupled cavity Linac will be located inside the downstream section of the present Linac enclosure. After consultation with the Accelerator Division Safety Group, that group performed calculations which demonstrate that the existing shielding of the Linac Enclosure is adequate in all respects. Therefore no modification to the east side shield walls or the west or top side shielding berms will be required.
b. Power Supply Gallery: A portion of the Linac Power Supply Gallery will extend over the existing Booster enclosure. In
- consultation with the Accelerator Division Safety Group, a specification of 17' earth equivalent of shielding was set. This specification is equal to or greater than the existing Booster shielding at all other locations around the Booster. A very substantial part of the Booster enclosure is beneath occupied workspace, and the intention is that the small additional part of the Linac Power Supply Gallery extended over the Booster should also be available for occupation without restriction.
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c. Linac/A-0 Assembly Area: The Linac/ A-0 Assembly area is not over any accelerator enclosure containing any beamline, whether injection, extraction, or accelerator. It is over the A-0 Major Vehicle Access labyrinth. Calculations performed by the Accelerator Division Safety Group have demonstrated that at the proposed location a minimum of 32 feet of earth shielding will exist from the nearest accelerator or beamline component, and this is considerably in excess of any requirement at that area. No occupancy restrictions will be required. It is the intention of the Linac Upgrade Project Management to utilize part of the space of the high bay of the Linac/ A-0 Assembly Area for the purpose of full-power testing and conditioning of the side-coupled cavity accelerator structures as they are completed. At full power, substantial X-rays are generated in the structures. It has been determined by the Accelerator Division Safety Group, both by direct measurement of X-ray emission from prototype structures and from calculations, that 18 inch concrete shielding will be needed on all sides of the structures for X-ray shielding during full-power testing.
d. Linac Beam Dumps: Two dumps exist at the end of the 200MeV Linac. Preliminary calculations by the Accelerator Division Safety Group have indicated that the existing dumps are adequate for 400Me V beam. A possibility that the earth shielding on one of the dumps may have to be increased by one foot exists and is being reviewed. If necessary, the extra earth will be added.
e. Penetrations for RF Wave Guides: New penetrations for the RF wave guides from the 12MWatt klystrons to the side-coupled Linac structure are required. After the penetrations are constructed and the RF wave guides inserted, the surrounding voids will be filled. The wave guide path follows a labyrinth route, and any direct line from the Linac enclosure is excluded. When completed, no reduction in the necessary shielding will have been introduced.
f. Shielding During the Time when the Linac Access Doors are Uncovered: In order to insert the new side-coupled Linac modules, and in order to remove the old drift tube Linac tanks, an existing access door, long buried in the shielding berm, will be uncovered. During this time two potential shielding problems could exist; 1) direct radiation from the operation of the 200Me V Linac until the 400MeV structure is installed, and 2) radiation
- from · the nearest of the two dumps to the uncovered area. The intention is to open the access area by the removal of the shielding earth, and then to replace the shielding with concrete shielding blocks of the necessary equivalent earth shielding rating. In addition, the exposed area will be protected by interlocked detectors to control machine operation in the event that any leakage paths exist after the placement of the shield blocks in the excavated area.
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3. Architecture
The Linac Power Supply Gallery is a single-story structure 29'-0" wide by 97'-0" long. The floor elevation (744'-0") matches the existing Linac Gallery to facilitate equipment moves. The new east wall is pre-finished, field assembled metal siding. The new structure abuts existing construction on the other three sides. Removal of window walls and precast concrete panels will simplify the new construction and better incorporate the new space into the existing. The roofing is a single-ply membrane over a concrete deck designed for use as a second floor in the future.
The Linac/ A-0 Assembly Area is 61'-10" wide by 98'-6" long with a 36'-0" wide crane bay and 25'-10" side bay and mezzanine. The exterior skin is pre-finished field assembled metal siding with a parapet height to match the adjacent buildings. The ground floor (Elev. 747'-2") and mezzanine (Elev. 758'-8") are set flush with adjacent existing floor surfaces. The roof is of tar and gravel construction.
The crane bay is 36'-0" by 98'-6" and is serviced by a 10-Ton crane. The east and north walls are of reinforced concrete to a height of 7'-2". These will be used in conjunction with precast concrete shield blocks forming a cave to house the beamline component test station and shield the surrounding areas from X-rays produced during the testing. Equipment access is through existing doors on the adjacent buildings.
The 25'-10" by 98'-6" ground level side bay houses tech areas for inventory, assembly and quality control. The power supply, pulse forming network, and klystron, along with their LCW supply skid, are also located here.
The matching mezzanine above can be easily partitioned into offices using furniture dividers. A notch in the northeast corner leaves a space with adequate height for assembly and operation of the test klystron. Rigging beams are provided at the roof for this purpose.
All areas have exposed construction ceilings, sealed concrete floors and pre-fmished metal siding liner panel walls.
4. Structure and Foundations
The Linac Power Supply Gallery will be founded on nine drilled concrete caissons consisting of 3'-0" diameter shafts with bells averaging 5'-6" in diameter bearing on a consolidated glacial till strata 20 feet below grade with an &llowable capacity of 5,000 psf. This foundation scheme minimizes the impact upon the foundations of the existing structures while allowing the Linac Power Supply Gallery columns to be located proximate to the adjacent existing structures reducing unwieldy cantilever framing and expensive details. The one-story Linac Power Supply Gallery will consist of structural steel columns, wall framing and roof framing, metal roof decking with a composite cast-in-place concrete roof slab designed to support a possible future floor load. The exterior east wall will have a concrete
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grade beam foundation with the end spans doweled into existing foundation walls. The floor will consist of a 6" concrete slab-on-grade at Elevation 744'-0" to match existing floors of adjacent buildings. At the southeastern area of the Linac Power Supply Gallery, the floor level will be raised 3'-6" to Elevation 747'-6" to provide the required 17 feet of radiation shielding between this area and the Booster enclosure below.
The Linac/ A-0 Assembly Area, which connects with the existing A-0 Service Building on the north and the A-0 Lab on the south, will be constructed with a similar concrete spread footing foundation designed for an allowable bearing pressure of 4,000 psf and perimeter grade beams tied to the adjacent foundations. While this structure is located above an existing major vehicle access enclosure to the Main Accelerator, it has been determined that both the radiation shielding and the incremental additional soil pressure are within permissible limits. The framing will consist of structural steel columns, floor beams for the mezzanine, roof beams and wall girts and bracing. The majority of the framing is independent of the A-0 Service Building with its masonry bearing wall, but the A-0 Lab was designed to support both mezzanine and roof loads for the new building. The Linac/ A-0 AHembly Area framing will include an extension of the crane beams for the A-0 Lab 10-Ton overhead crane and also provides a hoist beam for assembling klystron modules. A 7'-6" high by 1 '-6" thick cast-in-place concrete wall will be constructed just inside the east wall with a 20'-0" return along the north wall as shielding against X-rays resulting from testing procedures and also as a provision for erecting future "caves" using precast shielding blocks. The 8" concrete slab-on-grade matches the adjacent building floors at Elevation 7 4 7'-2" while the mezzanine level consisting of a concrete composite slab over metal deck will match the A-0 Lab mezzanine at Elevation 758'-8". An 8 foot wide passageway and stair linking the northwest corner of the Linac/ A-0 Assembly Area with the existing corridor to the Transfer Gallery will be constructed using masonry bearing walls on a concrete foundation with a cast-in-place 4" concrete roof slab partially supported by the A-0 Service Building walls.
5. Heating, Ventilation and Air Conditioning
a. Lin&e Power Supply Gallery: The heating systems for this area will be supplied from connections to the existing Linac dual temperature water system headers located just west of this area. Thi1 water will be used primarily for the tempering of ventilation air and for unit heaters to offset the effects of opening overhead doors. Most of the time, however, we will need cooling during the winter to offset power supply waste heat.
- This makes the existing dual temperature water system an unsuitable source to meet cooling requirements. To accommodate these needs connections will be made to the existing Central Utility Plant chilled water system in the lower level utility tunnels. In addition to routing these lines to air conditioning equipment in the Linac Power Supply Gallery, valved and capped outlets will be provided for use in Linac equipment cooling. Air
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conditioning of the Linac Power Supply Gallery will cover the entire area of new construction, as well as the existing bay immediately north which is to be joined to this space by removal of one wall. Chilled water fan coil units will be employed to provide the air conditioning, and the condensate drains from these units and the ventilation supply unit will be connected to the existing Linac building fan coil drain system located just west of this area.
b. Linac;/A-0 Assembly Area High Bay and Mezzanine: This site is essentially composed of two distinct areas; the High Bay Assembly Area, and the Office/Service Area. The cooling source for both areas is a new air-cooled chiller and all heating is from electric resistance heaters. The High Bay Assembly Area is heated, ventilated and air conditioned by a single air handling unit with economizer-free cooling for energy conservation. Additionally, electric unit heaters are used in the Assembly Area and Service Corridor. The Office/Service Area is ventilated by a single separate make-up air unit. Heating and air conditioning in this area is accomplished with fan coil units. Condensate drains for the units are combined into a single system which dumps into the building drains. Humidity control for the tuning area will be provided at a later date, when the scope and requirements of this room are more clearly defined.
6. Fire Detection and Suppression
Fire protection for both the Linac Power Supply Gallery and the Linac/ A-0 Assembly High Bay and Mezzanine Area is provided by two systems; a fire suppression system, and a fire detection system. Both systems are tied into FffiUS, the site-wide supervisory system.
a. Linac; Power Supply Gallery: Fire suppression is provided by an overhead wet sprinkler system in the area of new construction. The water supply for this system is from a connection to the existing fire protection riser located near Column 15.2-C2, about 60 feet east of this area. This riser presently serves the existing wet sprinkler system to remain in the bay just north of this area which will be combined with the new construction by removal of a wall. Fire detection for this area is provided in two ways. First, by a relocated manual pull station located at the new exterior exit; and second, through the existing sprinkler flow switch for the riser into which this sprinkler system is
- connected. The flow switch will be activated upon release of any sprinkler head in this area.
b. Linac/A-0 Assembly High Bay and Mezzanine: Fire suppression is provided by an overhead wet sprinkler system on all floors. The water supply for this system is from a connection to the existing fire protection riser located at the south end of the
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existing A-0 Lab Building which is directly adjacent to the south end of this area. Manual pull stations are provided at each exterior exit and audible alarms on each floor. An area flow switch to be activated upon release of any sprinkler head in this area will be provided in the new main sprinkler supply line. All detection and annunciation devices will be tied into the existing fire alarm control panel in the north end of the existing adjacent A-0 Lab Building.
1. Primary Power and Substations
The additional electrical and mechanical loads to be installed in the new Linac Power Supply Gallery require the installation of a 1.5 MV A, 13800-480 Volt substation in the vicinity of these new loads. Unfortunately, the power line disturbances that will be created in the 480 Volt system feeding the klystron power supplies will be unlikely to be tolerated by any other load at that voltage level. Therefore, it will be necessary to install an additional 500 KV A, 13800-480 Volt substation to provide clean power for relay racks and other sensitive electrical equipment.
The primary 13.8 KV feeder for these two new substations will be tapped from an existing feeder that is installed in a rigid conduit system along the underground tunnel connecting the Cross Gallery with the Central Utility Plant.
To provide power for the Linac/ A-0 Assembly Area, an existing 750 KV A, 13800-480 Volt substation behind the new building will be replaced by a 1.5 MV A substation.
8. Secondary Power Distribution and Lighting
From the new 1.5 MV A substation at the Linac Power Supply Gallery; a 480 Volt, 2,000 Amp feeder will be extended to a new 2,000 Amp switchboard to be installed inside the new Linac Power Supply Gallery, as close as possible to the klystron power supplies and related mechanical equipment. From the new 500 KV A clean power substation, one 480 Volt, 600 Amp feeder will be extended to a 600 Amp power distribution panel board, also installed inside the new Linac Power Supply Gallery. This new 600 Amp panelboard will provide power for lighting and miscellaneous 277 /480 Volt loads and, through a dry-type transformer, will provide 208/120 Volt power for relay racks and convenience outlets.
At the Linac/ A-0 Assembly Area, a 900 Amp, 480 Volt feeder will be extended from the new 1.5 MV A substation to a 900 Amp power distribution switchboard. From there, power will be provided for lighting and miscellaneous 277 / 480 Volt loads and through a dry-type transformer and 208/120 Volt panelboards, power will be obtained for convenience outlets. Lighting for the Linac/ A-0 Assembly Area will be provided by metal halide fixtures to an estimated level of 75 fc.
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In the general areas of the Linac/ A-0 Assembly Area and in the Linac Power Supply Gallery, industrial type fluorescent fixtures with energy saving ballasts and lamps will provide lighting levels of 50 fc or 30 fc depending on locatiom.
Outdoor type fixtures will also be installed around the perimeter of the new construction to provide a minimum of 2 fc level of illumination for pedestrian safety.
In addition, emergency lighting in the form of wall-mounted battery packs or fixtures with built-in batteries, will be provided for safe egress of the building in case of a power outage.
0. Wave Guide Penetrations
As part of the sequential installation for the new Linac modules, the wave guides between the power supplies in the Linac Power Supply Gallery and the modules in the Linac enclosure must also be installed. Each wave guide, along with one or more conduits for control cables, will be routed from a relatively high elevation in the Linac Power Supply Gallery (above the bottom of the roof trusses), horizontally through the west concrete wall, vertically downward through the earth shielding between the enclosures, and then horizontally through the east wall of the Linac enclosure at an elevation above the existing cavities, but below the existing crane bridge.
The access for imtalling the wave guides will be constructed from the top of the existing Linac shielding berm. Initially, a vertical 50" diameter shaft will be augered at each of the nine penetration locations. The shafts will be drilled tangent to the outside face of the east wall of the Linac enclosure and extend approximately 20 feet to an elevation nominally 3 feet below the centerline of the horizontal wave guide penetration into the Linac. A 48" diameter CMP will be dropped into each shaft and the annular space grouted. A trench can then be excavated between each shaft and the outside face of the west wall of the Linac equipment bay at a depth of approximately 4 feet below the top of berm. A 22" diameter hole will then be core-drilled eastward through the 18" thick concrete gallery wall, a hole will be flame cut in the CMP shaft, and a 20" diameter steel pipe sleeve will be installed between the gallery and the vertical 48" diameter CMP shaft. The horizontal trench can then be backfilled to grade. Another 22" diameter hole will be core-drilled westward from the bottom of the CMP shaft through the 15" thick concrete east wall of the Linac enclosure. The wave guide and conduit can then be installed by Fermilab in each acceesway. At the conclusion of the installation work, the upper and. lower horizontal penetrations will be sealed with closure plates and the 48" diameter vertical shafts and the 20" diameter horizontal sleeves will be filled with polyethylene beads, sand or other removable type of shielding material. The 48" CMP shafts will then be capped with a 12" thick concrete plug.
IV-7
This method of penetration access to existing enclosures has been successfully employed in several past Fermilab projects. Based on experience and assuming two core drills in each operation, all nine accessways can be constructed during the initial shutdown period.
10. Sitework and Paving
The sitework at the Linac Power Supply Gallery area will principally be concerned with re-routing existing utilities. An existing sanitary manhole, located within the new building limits, will be abandoned and replaced by a sealed floor cleanout. An additional short segment of sanitary sewer will run northward to connect the new manhole with the existing system. Roof drainage and 2" diameter pump discharge lines will be re-routed to avoid the caisson foundations. Since the present storm drainage system discharges by gravity flow into the nearby Booster Pond, the water level in the storm system is normally within a few inches of the proposed pavement grade. To alleviate this problem, the existing catch basin just upstream of the discharge run to the pond will be re-built to house a storm water pump station. A new force main discharge with a check valve will be constructed to the Booster Pond. A (ll'e hydrant and gate valve presently located at the toe of the Booster shielding berm will be relocated to the east, requiring a new 8" ICW pipe connection to the existing main.
Primary power for the two new substations will be routed from the underground utility enclosure which connects the Central Utility Building and the Cross Gallery. This enclosure rises to cross over the Booster Enclosure at a point approximately 70 feet east of the substation pad. The interior conduit will be routed southward along the east wall of the utility enclOl!lure from an existing pull box, cross over to the west wall at the stairway over the Booster, and emerge through a cored hole at an elevation approximately 3 feet below grade. From that point, an underground 5" diameter PVC conduit encased in concrete will be routed along the toe of the Booster berm to the raised substation pad location. The concrete pad, measuring 12 by 20 feet will be set into the berm at Elevation 747'-6" to afford 17 feet of radiation shielding. A secondary duct bank consisting of 6-5" diameter PVC conduits encased in concrete will be extended underground from the pad to the switchboard and panelboards inside the Linac Power Supply Gallery.
The area immediately east of the new building will include a continuous concrete apron at the four truck doors, a concrete stoop at the personnel door, and bituminoUll paving to meet the existing courtyard paving.
Sitework -at the Linac/ A-0 Assembly Area will be minimal since most services are already available within the adjacent buildings. A 6' x 9' concrete pad will be provided along the west wall near the A-0 Lab for a chiller. At the existing substation pad where a 1.5 MV A substation will replace an existing 750 KV A unit, underground PVC conduits encased in concrete for the 480V secondary power will be routed approximately 25 feet to switchboards within the building. Along the east side of the new
IV-8
building adjacent to the Ring Road, a paved swale will be constructed between the road edge and the building foundation to collect downspout run-off' and direct it to one relocated existing catch basin and a new catch basin to be located in front of the A-0 Service Building. The latter will discharge into a storm sewer to be constructed across the Ring Road to the existing ditch system. Guard rail will be mounted on the entire length of the east foundation wall of the new building to match the existing protection on the adjacent buildings. A concrete stoop will be provided at the personnel door at the northwest access to the existing corridor.
An existing crushed stone hardstand located at the northwest quadrant of the Ring Road and South Booster Road intersection will be utilized as a subcontractor's area. At the conclusion of the work, the crushed stone base will be supplemented and regraded and bituminous pavement will be provided over an area of 900 SY for use as a parking lot for the A-0 buildings.
11. Demolition and Protection of Existing Facilities
Considerable demolition at the Linac Power Supply Gallery will precede the new construction. An existing 450 SF Linac office area west of Column Line A and south of Column Line 17 will be removed consisting of metal stud and drywall partitions. A section of the exterior Cross Gallery wall consisting of precast concrete sill, window wall, insulated aluminum soffit and sloped upper precast panel will be removed from Column A4 west along Column Line 15.2. The window wall and sill removal will extend 5'-0" east of Column A4 to correspond with the precast joints. Demolition in this area also includes removal of steel support bracket at Column A3 and removal of roofmg, insulation and cant along the roof edge. Similarly, the precast concrete sill, window wall, softit and sloped upper precast panel will be removed from the east wall of the Linac Gallery along Column Line A between Column Lines 16 and 17. This demolition work includes removal of structural steel framing above the windows, removal of the cast-in-place endwall and precast concrete sloping wall at the personnel door, removal of 240 SF of concrete apron, and removal of the upper portion of foundations at the door enclosure.
At the Booster Gallery mechanical room, the existing concrete retaining wall and footing west of the exterior passageway will be partially demolished to provide acce11 for a caisson shaft, another portion of the same wall will be saw-cut horizontally to match the new floor elevation at 747'-6", and the north 4' of the retaining wall will be demolished to Elevation 743'-0". The sidewalk between the mechanical room and the retaining_ wall . will be demolished. The north end of the companion retaining wall located east of the mechanical room will also be demolished. At the juncture of the Booster Gallery and Linac Power Supply Gallery, selective demolition of the roofmg, timber blocking and sheet metal cap will be required at the roof and waterproofing will be removed from those exterior wall surfaces which will be exposed to interior view by the Linac Power Supply Gallery work. Bituminous pavement located within the
IV-9
limits of the new work will be removed, hydrant bumper posts demolished, a sanitary manhole abandoned and filled, and an existing 2" ICW abandoned pipe formerly for filling the Booster sumps will be removed.
Demolition work at the Linac/ A-0 Assembly Area includes removal of a concrete apron at both the A-0 Service Building and the A-0 Lab, removal of a support slab for a liquid nitrogen dewar at the A-0 Service Building, removal of bumper posts at apron and dewar slab, demolition of approximately 320 SF of sidewalk at the southwest corner of the A-0 Service Building, relocation of an existing catch basin and 20 feet of storm sewer near the northeast corner of the A-0 Lab, saw-cutting 100 LF of pavement at the edge of the Ring Road, and removal of approximately 925 SY of bituminous pavement between the two existing buildings.
Demolition of the north wall of the A-0 Lab will include removal of approximately 950 SF of metal siding, insulation and liner panel, 63 LF of cap flashing, cant, roofing and insulation, associated girts, door hood, concrete curb, and three existing exterior light fixtures. Demolition includes removal of structural Column D4 (designed to be removed) and crane stops (to be relocated to new building).
Demolition at the A-0 Service Building includes removal of 550 SF of metal siding, sub-girts and insulation from masonry walls abutting new stair and accessway at the southwest corner, removal of 180 SF of metal siding, insulation, and liner panel with trim, girts, sub-girts, angles, one double door, hardware and frame at south wall, removal of 63 LF of aluminum gravel stop at roof edge, removal of one exterior light fixture, and removal of end closure at southeast building comer.
Demolition at the corridor linking A-0 Service Building and the Transfer Gallery includes removal of two doors with frames and hardware and removal of approximately 20 SF of 12" masonry wall for new door and sidelight.
Demolition work includes hauling of concrete and bituminous paving debris to the Meson Shielding Hill for disposal as well as off-site disposal of all other debris. Additionally, demolition of interior partitions or exterior wall elements will require temporary dust or weather barriers to protect adjacent occupied areas from weather and construction activities. Where new work abuts existing structures or utilities, the subcontractor will be required to erect protediTe barriers or structures. Interruption of existing services will be minimiHd by closely scheduled shutdowns or weekend outages.
IV-10
v COST ESTIMATE
1. Cost Estimate Overview
Civil construction costs for the Linac Upgrade Project are divided into four Work Breakdown Structure elements/construction phases as described in Section II and Section VI. Totals are listed below:
WBS No. /Description
WBS 1.2.1 Linac Power Supply Gallery
WBS 1.2.2 Linac/ A-0 Assembly Area
WBS 1.2.3 Linac Utilities & Services
WBS 1.2.4 Linac Enclosure Access and
Wave Guide Penetrations
SUBTOTAL
ESCALATION
WBS 1.2
Construction Cost & EDIA
592,000
861,000
274,000
368,000
• 2,096,000
74,000
TOTAL WITH ESCALATION $ 2,170,000
2. Ban• of Cost Estimate - Methodology
Total Contingency w/Contingency
119,000
172,000
55,000
74,000
420,000
20,000
440,000
711,000
1,033,000
330,000
442,000
• 2,516,000
94,000
• 2,610,000
The Cost Estimate is based on the following data sources, conditions, and assumptiou:
Con.8tructi9n Costs: Construction costs are based on quantity take-offs from the Title 1 Drawings and unit costs derived from Means Construction Cost Data 1990 tempered with local construction experience.
Subcontractor's Overhead. Profit and Bonds: These items are included at 20% of the construction costs. These percentages are based on recent bid experience on similar type construction packages.
V-1
Engineering. Design. Inspection & Administration (EDIA): EDIA is estimated on the required drawings and specifications needed for final Title 2 construction packages. EDIA ranges from 20% to 26% of the bare construction costs including subcontractor's overhead, profit and bonds.
Fermilab Overhead: These items are included in the Linac Upgrade Project overall budgets.
Contingency: Contingency is applied to each civil WBS element, including EDIA at a rate of 20%. This percentage is appropriate for Title 1 civil design.
Escalation: Data from the DOE Departmental Price Change Index, FY 1991 Guidance, dated August 1989, is used for escalation rates. This data and the escalation computations for the civil WBS elements are shown in Appendix C.
3. Cost Estimate Summary Sheets
Civil Cost Estimate Summary Sheets including WBS elements, EDIA, Fiscal Year costs and construction discipline cost breakdowns are included on the following pages. Cost Estimate Detail Sheets are included in Appendix D.
V-2
FERMILAB PROJECT TITLE PROJECT IO. DATE REVISION DA TE PAGE / OF
COST FERMILAB LINAC UPGRADE - Title 1 4-1-2 Feb. 1990 1/1 ESTIMATE CIVIL CONSTRUCTION COST OVERVIEW IITH CONTINGENCY
St•rt Construction EDIA Tot.I Contingency TOTAL 185 No. P•ck•ae I N•• Construction Coat Coat with EDIA Cost with Contina.
WBS 1.2.1 LINAC POWER SlJ>PLY GALLERY W.1, 1990 I 482,000 I 110,000 I 592,000 I 119,000 I 711,000
WBS 1.2.2 LINAC/A-0 ASSEMBLY AREA June 1990 716,000 145,000 861,000 172,000 I 1,033,000
... i' " WBS 1.2.3
LINAC UTILITIES AND SERVICES May 1990 220,000 55,000 274,000 55,000 330,000
WBS 1.2.4 LINAC ACCESS AND March, 1991 292,000 76,000 368,000 74,000 442,000
WAVEGUIDE PENETRATONS
185 1.2 TOTAL CIVIL CONSTRUCTION • 1,710,000 • 3U,OOO • 2,098,000 I 420,000 • 2,618,000
Esc•l•tion 86,000 9,000 74,000 20,000 94,000
TOTAL WITH ESCALATION a 11 1151 000 I 3961000 • 2.110.000 I 4401000 a 21 &10 1000
1
FERMZLAB COST ESTIMATE FERMZLAB L7NAC UPGRADE
WBS 1.2.1 L7NAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. quantiti .. By: J.G.
SUMMARY OF COSTS
02 SITE WORK
03 CONCRETE
0'4 MASONRY
06 METALS
07 MOISTURE-THERMAL CONTROL
08 DOORS, WIN>OWS I GLASS
09 FINISHES
16 MECHANICAL
18 ELECTRICAL
SUBTOTAL
CONTRACTOR'S OVERHEAD I PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
Statu.: TITLE-1
Priced By: J.G.
TOTAL COSTS
1173,000
31,000
6,000
44,000
44,000
7,000
16,000
37,000
48,000
'402,000
80,400
•12,000
o-oo
l••U• D•t•: 2-14-90
Checked By:
Rev. D•t•:
Page 1 of 13
<: I
V1
FERMXLAB COST ESTXMATE 4-1-2
FERMXLAB LXNAC UPGRADE was 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES Statue: TITLE-1 leeue D•te: 2-15-90
Project Engin .. r: E.C. .. BJ: J.Q. Priced Br: J.Q. Checked B.r:
SUMMARY OF COSTS
TOTAL COSTS
02 SITE WORK 184,000
03 CONCRETE 83,000
04 MASONRY 13,000
06 METALS 110,000
07 MOISTURE-THERMAL CONTROL 70,000
08 DOORS, WINDOWS i GLASS 45,000
09 FINISHES 28,000
16 MECHANICAL 100,000
18 ELECTRICAL 84,000
SUBTOTAL 697,000
CONTRACTOR'S OVERHEAD i PROFIT I 20.0001, 119,400
SUBTOTAL 718,000
TOTAL CONSTRUCTION COST 8718,000
I
Rev. D•te:
P1ge 1 of 17
< I
°'
FERMZLAB COST ESTZMATE •-1-2
FERMZLAB LZNAC UPGRADE was 1.2.a LZNAC UTZLZTZES AND SERVZCES
CONSTRUCTION ENGINEERING SERVICES
Project Engin .. r: E.C. quantiti .. a,: J.Q.
SUMMARY OF COSTS
02 SITE IORK
16 MECHANICAL
la ELECTRICAL
SUBTOTAL
CONTRACTOR'S OVERHEAD l PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
Stetua: TITLE-1
Priced 81: J.Q.
TOTAL COSTS
116,000
16,000
163,000
183,000
ae,eoo
220,000
•22-0-, 000
Iaaue D•t•: 2-20-80
Checked 81:
R•v. Date:
Page 1 of 4
<: I
"
FERMILAB COST ESTIMATE •-1-2
FERMILAB LINAC UPGRADE WBS 1.2.• LINAC ENCLOSURE ACCESS A PENETRATIONS
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. qijantitiea 81: J.G.
SUMMARY OF CONSTRUCTION COSTS
02 SITE WORK
SUBTOTAL
CONTRACTOR'S OVERHEAD A PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
St.etua: TITLE-1 Iaaue Date: 2-18-80
Priced 81: J.Q. Checked 81:
TOTAL COSTS
1243,000
243,000
-48,800
282,000
1292,000
R•v. Date:
Page 1 of 4
VI
ENGINEERING AND CONSTRUCTION SCHEDULES
1. Construction Phases
Civil f?r the Fermilab Linac project may be conveniently divided into four phases due to construction site separation and to construction sequences required by programmatic needs. Each of these phases is defined as a WBS element and will be a discrete construction package with some advance procurement of long lead building equipment items. The WBS numbers and the phase/packages are as follows:
WBS 1.2.1
WBS 1.2.2
WBS 1.2.3
WBS 1.2.4
Linac Power Supply Gallery
Linac/ A-0 Assembly Area
Linac Utilities & Services
Linac Enclosure Access and Wave Guide Penetrations
The Linac Power Supply Gallery and the Linac/ A-0 Assembly Area are both building additions that are constructed simultaneously, though at widely separated sites. The Utilities and Services package relates mainly to the Linac Power Supply Gallery, and extensions to existing cooling water systems are installed in this package. The Enclosure Access and Wave Guide Penetration work can occur only during an Accelerator shutdown period scheduled one year after the start of the first three packages.
2. Construction Schedule
Critical Path Network diagrams have been dev·eloped for all four construction packages and included in Appendix F. These networks include all major construction tasks and related procurement items for each package. Construction times are estimated on standard 40 hour work weeks, using conventional construction techniques. Considerable Fermilab experience on similar past construction projects has been folded into all estimates.
VI-1
A Construction Bar Chart Schedule and Milestone List is shown on the following pages. This Schedule is developed around key dates from the Linac Upgrade Project Master Schedule:
Mar. 15, 1990
Dec. 15, 1990
Apr. 1, 1991
Jul. 15, 1992
Approval of Title 1 Design Report.
Complete Construction of Linac Power Supply Gallery Addition.
Accelerator Shutdown for Linac Enclosure Access and Wave Guide Penetrations (also Accelerator Separators and B-O/D-0 Low Beta Equipment).
Start Conversion to 400 MeV.
• VI-2
<
FERMI LAB CONSTRUCTION SCHEDULE
:PROJECT TITLE
DESCRIPTION
FERllILAB LINAC u>CRADE - Title 1 CIVIL CONSTRUCTION SCHEDULE AND MILESTONES
Iv 1 9 I 9 1 9 CONSTRUCTION PACKAGE/WBS ID N D IJ F M IA M J
TITLE 1 DESIGN & APPROVAL · n __________ j __________ 2
WBS 1.2.1
9
J
PROJECT NO. !°ATE
4-1-2 Feb. 1990
0 y I A s
lo N D IJ F
LINAC POWER SlJ>PLY GALLERY =========2.J:l++++xxxxxJxxx6xxxxxxxqxxxxxxl2xxl!
z I WBS 1.2.2 LINAC/A-0 ASSEMBLY AREA 1
WBS 1.2.3
LINAC llTILITIES & SERVICES
WBS 1.2.4
,EV-.. An
1 9 9 M r M J
18 20 IACCa..OFF
LINAC ENCLOSl.fiE ACCESS & WAVE GUIDE PENETRATIONS
:: = I:: = 18 I
5 (Refer tq Page 2 for IMi lestone Lilst)
1/2
1
IJ A s
5 LEGEND 0000 ... t ==== 2 ++++ xxxx " vvvv BO ==3++ ..._ __________________________________ .;.... ________________ ..;... ______________________________________________________ _;. __________________________________ ..;.. ______ __.
... .... -I I
: :ro 0
FERMILAB CONSTRUCTION SCHEDULE
PROJECT TITLE FERllILAB LINAC UPCRADE - Title 1
CIVIL CONSTRUCTION SCHEDULE AND MILESTONES
Year No. Date Description
1989
1990
l Oct. l Start Title l Design Report.
2 Mar. 15 Title 1 Design Report Reviewed and Approved by DOE. Continue Title 2.
3 Apr. 9 Release Bid Package for Linac Power Supp I y Ga 11 ery .
4 Apr. 16 Release Bid Package for Linac Utilities and Services.
5 Apr. 23 Release Bid Package for Linac/A-0 Assembly Area.
6 Jul. 28 Power Supply Complete.
7 Aug. 7 A-0 Assembly Complete.
Gallery Caissons
Area Foundations
8 Aug. 18 Linac Utilities and Services PROJECT COMPLETE.
9 Sep. 21 Power Supply Gallery Roof and Walls Complete.
10 Oct. 1 A-0 Assembly Area Roof and Walls Complete.
PROJECT NO. DATE REVISION DA TE PAGE
4-1-2 Feb. 1990 2/2
Year No. Date Description
1990 11 Nov. 5 A-0 Assemb I y Area High Bay
1991
BENEFICIAL OCClJ>ANCY.
12 Nov. 20 Power Supply Gallery BENEFICIAL OCClJ>ANCY.
13 Dec. 10 A-0 Assembly Area Side Bay and Mezzanine BENEFICIAL OCClJ>ANCY.
14 Dec. 12 Release Bid Package for Linac Enclosure Access and Penetrations.
15 Dec. 15 Power Supply Gallery PROJECT COMPLETE.
16 Jan. 9 A-0 Assembly Area PROJECT COMPLETE.
17 Mar. 17 Sheet Piling for Linac Enclosure Access Complete.
18 Apr. 2 ACCELERATOR OFF. Start excavation for Linac Access and Penetrations.
19 Apr. 12 First Linac Penetration and Linac Enclosure Access Complete.
20 May 17 Linac Enclosure Access and Wave Guide Penetrations PROJECT COMPLETE.
a I (Refer to Page 1 for Construction Schedule) I
Appendix A
SCHEDULE 44
CONSTRUCTION PROJECT DATA SHEETS
DEPARTMENT OF ENERGY FY 1991 CQNGRESSIONAL BUDGET REQUEST
CQNSTRUCTIQN PRQJECT DATA SHEETS GENERAL SCIENCE ANQ RESEARCH - PLANT ANO CAPITAL EQUIPMENT
HIGH ENERGY PHYSICS (Tabular dollars tn thousands. Narrative .. tertal tn whole dollars.)
1. Title ana--locatton orproJect:- Ferai lab ltnac Upgrade 2. Project Ho. : 90-R-104 Ferat National Accelerator Laboratory Batavia, llltnots
3. Date A-E work lntttated: fst-Qtr. FY 1990 5. Previous cost estt .. te: S Date:
3a. Date physical construction starts: 1st Qtr. FY 1990 6. Current cost estt .. te: S 22,800
4.
7.
8.
Date construction ends: 2nd Qtr. FY 1993 Date: May 1988
E101nc111 Scbedult: E1sc1J ie1r Autbortzathm Aooroort 1tt ons ObJ hi1tlons '2ll1
1990 s 4,634 s 4,634 s 4,634 s 2,500 1991 12,000 12,000 12,000 8,000 1992 6,166 6,166 6,166 7,400 1993 - - - 4,900
Brief PhvsJcal Descrtot ton _of__lm.iect This project provides for the replace11ent of the downstre .. accelerating cavtttes and ancillary syste11s of the Ltnear Accelerator to increase the ktnettc energy fro11 200 MeV to about 400 MeV. It also provides for the replace11ent of SCllll of the ele11ents tn the bel9 analysts and transport syste11 at the end of the Ltnac, and tnjectton syste11 into the 8-GeV Booster Accelerator in order to accOllllOdate the htgher energy. Cavities tn the downstre111 end of the Ltnear Accelerator wtll be replaced wtth 110re efftctent, htgher accelerattn,g gradtent cavtttes and a 11atchtng sectton wtll be inserted between the extsttng Ltnac cavtttes and the htgher accelerating gradient cavities. The downstre .. drtft tube tanks will be replaced with new structures operating at a frequency of 800 MHz, four tt111s the operating frequency of the present Ltnac. The higher.frequency cavtttes wtll be operated at an accelerattng gradient of 7 KV/• or 110re COllPared to the 2.5 MY/• in the present drtft tube system •• They wtll be installed tn the space •ade available by removing the old drtft-tube tanks, and will be driven by 12 ""· 800 MHz klystron type
175
"'d ttj z t:1 H >:: >
CQNSTRUCTIQN PRQJECJ DATA SHEETS
1. Tttle ancflocit1on of project: Fer11tlab Unac Upgrade Fer11t Nattonal Accelerator Laboratory Batavta, llltnots
a. lflef PbrstcaroesC:rJillcin-pf ProJect (continued)
2. Project No.: 90-R-104
radtofrequency power 111Pltfters. Thts new htgh frequency conftguratton wtll be capable of accelerattng the be111 f.._ 116 MeV to about 40GMeV. In adclttton to the cavtty structures and cf power sources, other COllPOnents wtll be requtrecl. These tnclude: focustng and steertng el1111nts tn the Ltnac and along the transport ltne fro11 the Ltnac to the Booster accelerator, an cf debunchtng cavtty, Booster tnJectton gtrder elements, and beu posttton, stze, and bunch length mnttors. . The scope of thts project spectftcally provtdes for: a) 1IOO lltz cf Unac cavtttes to accelerate the be111. b) RF power sources and assoctatecl equtpment. c) A 200 lltz to 800 lltz utchtng sectton and power source. d) Focustng and steertng elements along the new Ltnac secttons. eJ Dtagnosttc and vacu ... equtp111nt, and other assoctated power suppltes and equt11111nt along the new Ltnac secttons. f) Modtftcattons to the be111 analysts area, be .. transport ltne to the Booster and Booster tnjectton, conststtng of
changes to or replacement of .. gnettc or electrostattc COllPOnents, rf debunchtng cavtty, dtagnosttc devtces and vacu ... COllPOnents, and other assoctated electrontcs equtp111nt and power suppltes.
g) Control syst .. tnterface to tntegrate the new c011pOnents tnto the Fer11tlab accelerator controls s1st111. h) Butldtng and uttltty adcltttons to the Ltnac gallery (about 14,000 sq ft). t) Standby statton.
9. Purpose. Justtfjcatton pf Iced for. and Scppe pf ProJect The overall purpose of thts project ts to tncrease the colltston rate tn the anttproton-proton colltder. The bea• 111tttances, longttudtnal and transverse, are amng the crtttcal para111ters whtch deter11tne be111 stze and consequently tr1nS111sston efftctency throughout the chatn of accelerators and, therefore, the final 11111tnostty and tntenstty of the colltstons.
176
CONSTRUCTIQH PROJECT DATA SHEETS 1. Title and location of project: Fer11il1b lin1c Upgrade
Fer11i National Accelerator laboratory Blt1vi1, Illinois
9. pyrpose, Jysttftc1tion 9f Neecl for, •ml Scope of Protect (continued)
2. Project No.: 90-R-104
When either the be• •1ttance grows or tntenstty ts lost at any stage tn the acceleration chatn, the growth cannot be reversed and the 10S$ cannot be restored tn subsequent steps in the chatn. These 11•1tattons tn early stages of the ch1tn adversely affect perfor111nce of later stages. One such li•ttatton occurs durtng the first few •1111seconds after injection fro11 the Ltnac to the Booster where the be .. transverse emittance grows stgntftcantly. This emittance growth ts due to the be .. tune spread resulting fro11 electromagnetic space charge forces of the be• acting on tts own tndtvtdual particles. Thts emittance growth can be reduced by tncreastng the tnjectton energy of the be• gotng· tnto the Booster. Spectftcally, by tncreastng the booster tnjectton ktnettc energy fra11 200 MeV to
.about 400 MeV,·the betatron tune spread at tnjectton due to space charge wtll be reduced by a factor of about 1.75 at the present tntenstttes. The transverse emtttance growth wtll be reduced as a consequence. If thts gain at Booster tnjectton ts preserved tn subsequent steps of acceleration in the Booster, Matn Rtng and Tevatron, as
···expected, there wtll be a gatn tn peak luminosity tn the Colltder, mode as well as tn the extracted be .. tntenstty tn the Ftxed Target mde, by 50 to 75 percent. In addttton to be .. perfor11ance tmprovements, thts project wtll replace the downstre .. end of the present Ltnac, whtch ts outdated, wtth a new system based on modern technology. Design and fabrtcatton of standtng-wave Alvarez linear accelerators has advanced remarkably tn the last 20 years stnce the Fer11tlab 200-MeV Ltnac was butlt. The present Ltnac relies upon a ftnal radtofrequency power ampltfter tube, whtch ts no longer c01111erctally available, for each of tts ntne stations. Though the repair and rebutldtng of each fatled tube can and has been done a number of tt111s, tt cannot go on tndeftnttely, and represents the single largest •atertals and services Ltnac operating expense. By replactng half of the extsttng stattons wtth mdern 800 lltz, 12 MW klystron power sources, half of the ZOO lltz output tubes can be taken out of service, reducing the operattng problem and creattng 4 spares for the ftrst part of the ltnac. Several·vendors_ can now make aootltz klystrons with thts peak power rattng.
10. Qetatls of Cost Estt11te
a. Engtneertng, design and tnspectton at 16S of constructton costs b. Construction costs
1. Conventional construction z. Special facilities c. Contingency at about 191 of above costs
Total
1·n
It• Cost
s 1,850 14,600
Total Cost
s 2,600 16,450
$22,800
CQNSTBUCTIQH PRQJECI DATA SHEETS
1. Tttlilncf location of project: Fenlilab Unac Upgrade 2. Project No.: 90-R-104 Ferat Nattonal Accelerator laboratory Batavta, llltnots
11. M@tbodHPerfomnce Oestgn of factltttes wtll be bJ the operattng contractor and subcontractors as approprtate. To the extent feastble, constructton and procu,.._..t wtll be acc011Pltshed bJ ftxed-prtce contracts awarded on the basts of cG11pettttve btds.
12. FWldtna Scbedyle of Pntect Fundtna and Other Relatecl Fundlna Regutrwnts Prtor llm FY lnG FY 1991 FY 192 FY 193 I1b1
a. Total project costs 1. Total factltt1 costs
(a) Constructtan ltne tt• s 0 S 2.500 S 8.000 S 7.400 S 4.900 S22.800
Total factltty costs s 0 s 2,500 s 8,000 s 7,400 s 4,900 $22,800
2. other project costs (a) RID operattng costs necessary to
C011Pl1t1 construction 2,470 2,100 800 300 0 5,670 lb) Pre-operattng costs 0 0 0 420 690 1,110 c) Capttal EqutPlllftt 150 100 100 50 0 400.
Total other project costs 2,620 2,200 900 770 690 7,180
Total project costs s 2,620 s 4,700 s 8,900 s 8,170 s 5,590 $29,980
b. Total related tncreMntal annual fundtng requtraents (estt .. ted ltfe of project: 15 years) 1. F1ctltt1 operattng cost-power •••••••••••••••••••••••••••••••••••••••••••••••• l1H
Total related tncr1111ntal annual fundtng requtraents •••••••••••••••••••••••• $150
178
CONSTRUCTION PROJECT DATA SHEETS
I. Title and location of project: Fer11ilab linac Upgrade Fer11i National Accelerator laboratory Batavia, Illinois
2. Project No.:
13. Narratiye £xplanat1on of Total ProJect Funding ao<I Other Related Funding Reguire11ents
a. Total project funding
1. Total facility costs (a) Construction ltne ite11 - explained in tte11s 8, 9, and 10.
2. Other project funding
90-R-104
(a) Direct R&D operating costs - This will provide for the design and develop11ent of c9111>onents, and for the fabrtcatton and testing of prototypes for the special factltties.
(b) Pre-operating costs - This will provide for funds to cover the initial run-in period of the new Linac structures and the be• comtssiontng pertod. The plan ts to assellble the new rf structure bestde the present Ltnac tanks during down days and short down periods. Then only when tt ts ready wtll there be a shutdown of 2-3 110nths to re110ve the tanks and replace the11 with the new sections.
b. Total related incre111ntal annual funding requirements (estimated ltfe of the project 15 years)
There will be an increase in cost for power, uttltties, and butldtng •atntenance required for the higher energy Ltnac of about SlSOl(/year. The Ltnac wtll not requtre any additional people to maintain or operate the new equtpMnt.
179
Appendix B
DESIGN CRITERIA. STANDARDS AND CODE REFERENCES
Appendix B
DESIGN CRITERIA, STANDARDS AND CODE REFERENCES
This design is in accordance with recognized architectural and engineering practice and complies with the applicable standards and referenced standards of the United States Department of Energy and the State of Illinois including, but not limited to, the latest edition of the following:
DOE Order 6430.lA, General Design Criteria
Uniform Building Code
NFPA 101, Life Safety Code
Building Code Requirements for Reinforced Concrete - ACI 318
Manual of Steel Construction - AISC
NFP A-13, Sprinkler Systems
NFP A-70 National Electric Code
ASHRAE Standard 90
Accessibility Standards, State of Illinois
Fermilab Engineering Standards, Safety Manual and Radiation Guide
Appendix C
DOE CONSTRUCTION PROJECT ESCALATION RATES
FERMILAB COST ESTIMATE
PROJECT TITLE
185 No.
CONSTRUCTION
WBS 1.2.1
WBS 1.2.2
WBS 1.2.3
WBS 1.2.4
FERllILAB LINAC UPGRADE - Title 1 ESCALATION RATES ON CIVIL COST A EDIA BY 185
185 P•ck•ge Na ..
LINAC POWER SlfPLY GALLERY
LINAC/A-0 ASSEMBLY AREA LINAC UTILITIES ANO SERVICES
LINAC ACCESS AND WAVE GUIDE PENETRATONS
Fiac•I Midpoint
Oct. 90
Oct. 90
Jul. 90
Apr. 91
PROJECT NO.
4-1-2
llontha Jan. 1990
10
10
7
16
DATE REVISION DATE
Feb. 1990
Eacal•tion C011put•tion
1.043 10/12 - 1.000 /100
1.043 10/12 - 1.000 /100
1.043 7/12 - 1.000 /100
1.043 +1.047 4/12 -1.000 /100
PAGE / OF
1/1
Eac•l•tion Rate I
3.571
3.571
2.491
6.841
........................................................................................................................
E.D.I.A.
WBS 1.2.1 LINAC POWER SlJ>PLY GALLERY May 90 5 1.043 4/12 - 1.000 /100 1.411 WBS 1.2.2 LINAC/A-0 ASSEMBLY AREA May 90 5 1.043 4/12 - 1.000 /100 1.411 WBS 1.2.3 LINAC UTILITIES ANO SERVICES May 90 5 1.043 4/12 - 1.000 /100 1.411 WBS 1.2.4 LINAC ACCESS ANO Oct. 90
WAVE GUIDE PENETRATIONS 10 1.043 10/12 - 1.000 /100 3.571
.......................................................................................................................
CONTINGENCY
WBS ALL All Packages (Average) Jan. 91 12 1.043 - 1.000 /100 4.301
t%J
H >d (")
August 1989 Update
DEPARTMENTAL PRICE CHANGE INDEX
RECEIVED FY 1991 GUIDANCE
ANTICIPATED ECONOMIC ESCALATION RATES OCT U 1989 DOE CONSTRUCTION PROJECTS
PMED ENERGY RESEARCH DEFENSE PROGRAMS, EP
FISCAL AND NUCLEAR FOSSIL CONSERVATION/SOLAR & GENERAL CONSTRUCTION YEAR INDEX i CHANGE lNDEX % CHANGE INDEX i INDEX iCAANGE 1989 1.000 NA 1.000 NA 1.000 NA 1.000 NA
1990 1.043 4.3 1.041 4.1 1.041 4.1 1.042 4.2
1991 1.092 4.7 1.089 4.6 1.089 4.6 1.090 4.6
1992 1.152 5.5 l.149 5.5 1.147 5.3 1.150 5.5 . 1993 1.217 5.7 1.214 5.7 1.209 5.4 1.215 5.7
. 1994 1.288 5 .8 1.284 5.8 1.275 5.5 1.285 5.8
1995 1.365 6.0 1.360 5.9 1.348 5.7 1.358 5.7
Based on the materials and labor data contained in the Energy Supply Planning Model and appropriate escalation rates forecasted by Data Resources, Incorporated, it would be expected that DOE projects conform to those rates shown above. Should a submission reflect different escalation rates, supporting doctJDentation should specifically delineate assumptions and the methodology used in developing the escalation rates. DOE Order 5700.3C requires that any local rates different fran those above be submitted to the ICE Staff for approval, prior to their use. Additional advice and assistance can be obtained fran the Independent Cost Estimating Staff (FTS 896-9697).
'> '1::1
§
• .
.. •
-
Appendix D
COST ESTIMATE DETAIL SHEETS
FERMZLAB COST ESTZMATE 4-1-2
FERMZLAB LZNAC UPGRADE WBS 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. .. 87: J.Q.
SUMMARY OF CONSTRUCTZPN COSTS
02 SITE WORK
03 CONCRETE
04 MASONRY
05 METALS
07 MOISTURE-THERMAL CONTROL
08 DOORS, WINDOWS A GLASS
09 FINISHES
15 MECHANICAL
18 ELECTRICAL
SUBTOTAL CONTRACTOR'S OVERHEAD A PROFIT I
20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
St•tue: TITLE-1
Priced S,: J.Q.
TOTAL COSTS
1173,000
31,000
5,000
44,000
44,000
7,000
15,000
37,000
48,000
402,000
80,400
482,000
ne2,ooo
Ieeue D•te: 2-14-90
Checked 87:
Rev. D•t•:
Page lof 13
.. -1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES Status: TITLE-1 Ia•ue Date: 2-14-90 Rev. Date:
Project. Ei19inMr: E.C. Qu1nt.it.i .. By: J.Q. Priced BJ: J.Q. Checked BJ: Page 2 of 13
No. ITEM - DESCRIPTION lMIT COST Total Coete Per It.. Per Unit Qu111tit1 Allount
02 SZTE WORK
02.0 Subsurface
849 ASBESTOS RBIJYAI.. 0011
Set-Up a Mob i I i ze LOT 3,000 1.000 3,000 0012
Duat Protection She1t i ng, 20 'x 120' SF 2.00 2400 4,800 0013
Remove She1t i ng LOT 500.00 1.000 500 0014
Remove Aabuto. FrOll Plnel1, ll'x 120' HRS 35.00 200 7,000 0016
Remove Asbestos FrOll Steel a Pipes LOT 2,000 1.000 2,000 0018
Sc1ffolding LOT 2,000 1.000 2,000 0017 • Y1euu1 lork Ar•• LOT 3,000 1.000 3,000 0018
Dispose Of Aabuto. LOT 0019
4,000 1.000 4,000
Cle1n-Up All Are1a LOT 2,500 1.000 2,500
Cl1aa 849 aubtot1I 128,800.00
850 FRAMING DEMOLITION 0011
Mobilize Cr1ne, 50 Ton LOT 4,000 1.000 4,000 0012
Remove F1aci1 Pinela w/ Crane a Crew DAYS 3,000 4.000 12,000 0013
Remove Entry Pinela a 11111 DAYS 3,000 2.000 8,000 0014
S1w Cut Concrete l Drill Holes LOT 2,000 1.000 2,000 0015
Reaove Steel Fr11ing HRS 45.00 40 1,800 0018
Reaove Concrete Base lall, 4'x 33' SF 15.00 132 2,000 0017
Reaove Concrete Base Sill, l'-81x 25' SF 15.00 40 800 0018
Saw Cut Retaining Walls LF 35.00 80 2,800
WBS
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. lluantiti• BJ: J.Q.
No. ITEM - DESCRIPTION
0019 Remove Concrete 11111, 1' Thick
00211 Haul Any Concrete Panela
0021 Load l H1ul Miac. Concrete
161 EXTERIOR IALL DBllLITION 0011
c1 ... 860 subtotal
Remove Olua 111 la, 411 30' l 711 24' 0012
Dispoae Of Al I Gl1aa 0013
Bui Id T•p. Steel Partition, 17 11 70' 0014
Remove T•p. Steel Partition
162 INTERIOR DEMOLITION 0011
Cl1aa 861 aubtot1I
Rlmove Stl. Stud l D.1. Partition, 10'1 70' 0012
Dispoae Of All Debria
163 SITE DBIUTION 0011
Rlmove 41 D.S. Dr1in Line 0012
Remove Cone. Stoop, 8'1 30' 0013
Rlmove Paving, 30'1 80' 0014
Miac. O..ol it ion 0016
Haul Debris To Du•p
02.0 SUBTOTAL
02. 2 Eu·thwork
Cl ... 862 aubtot1I
Class 653 subtotal
-4-1-2 FERMZLAB LZNAC UPGRADE
1.2.1 LZNAC POWER SUPPLY GALLERY
Stetua: TITLE-1 Issue Dete: 2-14-90
Priced BJ: J.Q. Checked BJ:
UNIT COST Per It• Per lkl it
-LOT 1,600
LOT 4,000
LOT 2,000
138,700.00
SF 12.00
LOT 1,000
SF 4.50
SF 1.60
112,300.00
SF 2.60
LOT 500.00
12,300.00
LF 8.00
SF 12.00
SF 1.60
LOT 2,000
LOT 1,000
19,000.00
Rev. D•te:
Page 3 of 13
Tot•I Costa qu1ntit1 Mount
1.000 1,500
1.000 4,000
1.000 2,000
340 4,100
1.000 1,000
1200 5,400
1200 1,800
700 1,800
1.000 600
60 400
240 2,900
1800 2,700
1.000 2,000
1.000 1,000
----------191,100
FERMXLAB LXNAC UPGRADE WBS 1.2.1 LXNAC POWER SUPPLY CALLERY
CONSTRUCTION ENGINEERING SERVICES
Project. Engineer: E.C.
No. ITEM - DESCRIPTION
239 EXCAVATE FOR llJILDING 0011
Ae.ove Exiat.. Bll'll 0012
Trench For Foot.inga 0013
Handwork At. Ut.i I it.i• 0014
lllu I An1 Fi II 0015
Diapoae Of Rlclio Act.ive Soi I
283 BACKFILL FOR llJILDINC 0011
Backfi II l Grlde Elrt.h 0012
Granular Slab, l'x 30 11 98'
02.2 SUBTOTAL
02.3 Tunneling Piles A Caissons
806 CAISSONS 0011
•t.it.i• BJ: J.Q.
Cl111 239 aubt.ot.11
Claaa 283 aubt.ot.al
Mobilize Equipeent. l Reaet., Tight. Working Are• 0012
381Dia. Caiaaona, let. Grounda, 26'Dp.x 9-EI. 0013
Bell, 81 Dia. 0014
St.eel Caaing, 381Di1. CMP, 26'x 9 El. 0016
Load & Hau I Away Fi 11
Class 805 subtotal
02.3 SUBTOTAL
02.6 Paving I Surfacing
St.et.ua: TITLE-1
Priced BJ: J.Q.
113,200.00
14,800.00
145,000.00
UNIT Per It.ell
HRS
HRS
HRS
HRS
LOT
HRS
CY
LOT
LF
EA
LF
CY
Iaaue Det.e: 2-14-90
Checked BJ:
COST Per lklit.
100.00
100.00
40.00
80.00
6,000
100.00
20.00
8,000
90.00
900.00
46.00
6.00
Rev. Dat.e:
Plge 4 of 13
Tot.a I Coat.a qu1nt.it.1 Amount.
24
24
80
18
1.000
24
110
1.000
226
9.000
226
100
2,400
2,400
2,400
1,000
6,000
2,400
2,200
117,800
8,000
20,300
8,100
10,100
600
----------146,000
'4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.1 LXNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES Stetua: TITLE-1 Iaaue Oete: 2-14-90 Rev. Oete: Project. Engineer: E.C. quant.it.i .. BJ: J.0. Priced BJ: J.O. Checked BJ: Page i of 13
No. ITEM - DESCRIPTION lMIT COST Totel Costa Per It. Per Quant.it.1 Allount.
106 BITllllNDUS PAVING 0011
Regnde Lot., 46 11 eo• HRS 100.00 8.000 800 0012
Pave Lot., 46 11 80 1 SY 4.60 300 1,400 0013
Pat.ch Ut.i I it.1 Trench To Lot., 311 100' LOT 800.00 1.000 800 Clua 106 aubt.ot.11 13,000.00
----------02.6 SUBTOTAL 13,000 02.8 Piped Utilities
887 ICI MODIFICATIONS 0011
Relocat.e Fire H1dr1nt. LOT 2,000 1.000 2,000 0012
lnat.1 I I Pipe Bu.per Poat.a EA 0013
200.00 2.000 400 Abandon Exist.. ICI Pipe LOT
0014 600.00 1.000 600
ExC1vat.e l Blclcfi II HRS 120.00 18 1,900
Cl1u 887 aubt.ot.11 14,800.00 ----------
02.8 SUBTOTAL 14,800
02.7 Sewerege •nd Drein•ge
888 SANITARY SEIER 0011
Inat1ll New Manhole, 4' Di1. 1 81 Dp. EA 1,800 1.000 1,800 0012
Relocat.e Existing Fra•e l Cover LOT 600.00 1.000 600 0013
Abandon Existing Manhole l Fill w/ Sand LDT 600.00 1.000 600 0014
61 Dia. San. Pipe, Duct. Iron LF 18.00 120 2,200 0016
Trench l Backfill HRS 120.00 16 1,900
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.1 LZNAC POWER SUPPLY CALLERY
CONSTRUCTION ENCINEERINQ SERVICES Stetue: TITLE-1 Ieaue Dete: 2-14-90 Rev. Date:
Project Engineer: E.C. llu1ntiti .. BJ: J.Q. Priced BJ: J.Q. Checked BJ: Page I of 13
No. ITEM - DESCRIPTION UNIT COST Totel Coate Per It. Per qu111tit1 Amount
0011 Cr1nu I 1r Blc:kf i 11 At Lot LOT 2,000 1.000 2,000
0017 Protect Existing Ut.i I itiea LDT 2,000 1.000 2,000
Cl111 Ill aubtot1I 110,900.00 ----------
02.7 SUBTOTAL 110,900
02 SUBTOTAL 8172,800.
03 CONCRETE
03.3 Ceat-in-plece Concrete
131 CONCRETE FOUNDATION 0011
Footing I Raised Pad, l'x 2'x 20' · CY 240.00 2.000 500 0012
1111 I Raised Pad, l'x 4'x 20' CY 300.00 3.000 900 0013
Bldg. Front Peri1eter 1111, l'x 2'-81x 80' CY 300.00 7.000 2,100 0014
Concrete Bldg. Sl1b, 81x 30'x 70' CY 230.00 40 9,200 0016
Concrete Apron, lO'x 3'x 41' CY 240.00 5.000 1,200 0018
Concrete Stoop, 101x 4'x 4'-81 CY 240.00 1.000 200 0017
Cone. Pieri I Stoop, 8' Di1. x 31 EA 150.00 2.000 300 0018
Concrete Slab I Corridor, 41x 4'x 22' CY 240.00 1.500 400 0019
Raised Concrete Slab, 41x 26 1-61x 30' CY 220.00 12 2,600
Class 131 subtotal 117,400.00
132 MISC. CONCRETE 0011
Concrete Roof Slab, 31x 30'x 98' CY 250.00 30 7,500 0012
Substation Pad Walls, l'x 4'x 41' CY 300.00 7.000 2,100 0013
Substation Pad Slab, l'x 12'x 20' CY 240.00 10 2,400
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.1 LXNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. lu1ntiti .. BJ: J.Q.
No. ITEM - DESCRIPTION
01114 Misc. Concrete
Clua 112 aubt.ot1I
03.3 SUBTOTAL
03 SUBTOTAL 130,900.
04 MASONRY
04.2 Unit Maaonry
233 CONCRETE 11..0CK IALLS 0011
Retaining 1111 Extension, 61 • 10'-21 • 26' 0012
Linac Roof Enclosure, 61 x 6'x 66' 0013
Booster Roof Enclosure, 81 x 3'• 77'
Class 233 subtotal
04.2 SUBTOTAL
04 SUBTOTAL 14,600.
06 METALS
06.1 Structur1I Metal Fr1•ing
261 STROCT\JRAI... STEEL 0011
Steel Colu1ns, 18 x 31 x 16'• 1 Ea. 0012
Steel Colu1n, I 10 x 49 x 11 1-61
0013 Girder, I 21 x 68 x 25'
0014 Girder, I 16 x 50 x 270'
Sutua: TITLE-1
Priced BJ: J.Q.
113,600.00
14,600.00
UNIT Per It.ell
CY
SF
SF
SF
TON
TON
TON
TON
Iaaue Date: 2-14-90
Checked BJ:
COST Per lklit
300.00
6.00
6.40
6.40
1,600
1,500
1,400
1,400
Rev. Date:
Plge 7 of 13
Tot•I Coate lu1ntit1 Allount
&.ODO
276
330
240
1.700
0.600
0.900
6.800
1,600
130,900
1,400
1,800
1,300
----------14,600
2,700
900
1,300
9,500
4-1-2 FERMZLAB LZNAC UPGRADE
was 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES Statue: TITLE-1 Ieeue Rev.
Project Engineer: E.C. quantiti .. BJ: J.Q. Pricell BJ: J.G. Checked By: Page 8 of 13
No. ITEM - DESCRIPTION UNIT COST Totel Coete Per It. Per lklit quantity Mount
0015 Roof Beau, I UI x 21 x 211' TON 1,800 3.600 6,800
0018 Roof Beau, I 10 x 16 x 47' TON 1,800 0.400 700
0017 Roof Ar19le, 4 I 4 I 1/4 I 8.8f I 172 1 TON 2,000 0.800 1,200
0018 Roof Angle, 4 I 8 I 1/2 I lt.8f I 30 1 TON 2,000 0.300 800
0019 Roof Ar19le, 3 I 3 I 1/4 I 4.9 I 78 1 TON 2,200 0.200 400
0020 Roof Deck, 20 Ga. 21 •v• 30'x 106' SF 1.40 3160 4,400
0021 lall Fraaing, C 11.6 x 161' TON 2,000 0.900 1,800
0022 Floor Angle, 4 x 3 x 1/4 I 6.Bf x 18' TON 2,000 0.100 200
0023 Beaa Pockets In Block 111 ls EA 80.00 6.000 400
0024 Misc. Steel TON 2,400 1.000 2,400
0026 Modify Existing Steel Structures LOT 10,000 1.000 10,000
Cl1aa 261 aubtot1I 142,100.00
262 MISC. STEB.. 0011
Steel Stairs, 31-81 lide Riaers 140.00 8.000 1,100 0012
Steel Pipe H1ndr1il LF 30.00 18 500
c1 ... 252 subtotal 11,800.00 ----------
06.1 SUBTOTAL 143,700
06 SUBTOTAL 143,700.
07 MOISTURE-THERMAL CONTROL
07.2 Insulation
205 ROOF INSLl.ATION 0011
Roof Insulation, Rigid, 30'x 98' SF 3.00 2900 8,700
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.1 LXNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES St.tu•: TITLE-1
Project Engineer: E.C. Quantiti• BJ: J.Q.
No. ITEM - DESCRIPTION
0012 Block lall Inaulation
c1 ... 205 aubtotal 111,000.00
07.2 SUBTOTAL
07.4 Prefor ... d Roofing• Siding
203 SIDING, Dbl. FKe Inaulated, 4 1/21
0011 Front lall, 14'1 41'
0012 Booater Cap, 3'x 13'
0013 Existing 1111, 6'x 10'
0013 Connections To Existing lalls
0014 1111 Tri1
0016 Caulking
07.4 SUBTOTAL
07.6 Melllbran• Roofing
303 ROOFING 0011
Single Pl7 U..br1ne, 30'x IHI' 0012
21 Stone Bal Int 0013
Blocking l Flashing 0014
Existing Roof Repair l Flashing
07.6 SUBTOTAL
Cl1aa 203 subtotal 114,800.00
Class 303 subtotal 117,700.00
Priced By: J.G.
Per Item
SF
SF
SF
SF
LOT
LF
LOT
SF
SF
SF
LOT
Ieeu• D•te: 2-14-90
Checked By:
COST Per
4.00
12.00
16.00
16.00
2,000
10.00
2,000
2.20
1.00
12.00
5,000
Rev. D•te:
Page I of 13
Tot•I Coete Quantit7 Amount
670 2,300
111,000
620 8,200
60 800
60 800
1.000 2,000
300 3,000
1.000 2,000
----------114,800
2900 8,400
2900 2,900
280 3,400
1.000 5,000
----------117' 700
FERMZLAB LZNAC UPGRADE WBS 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. qu1ntiti .. BJ: J.Q.
No. ITEM - DESCRIPTION
07 SUBTOTAL 143,600.
08 DOORS, WZNDOWS A GLASS
08.3 Speclel Door•
806 DOORS 0011
Roll-Up Steel Door, Inaul1ted, 13'x 12' 0012
Section1I Metil Doors, Inaul1ted, 7'x 8' 0013
Hollow Metil Door, 3'• 7'
08.3 SUBTOTAL
08 SUBTOTAL
09 FZNZSHES
09.9 Peinting •Well Covering
200 PAINTINQ 0011
Structur1I Steel 0012
Cone. Block 111111 2-Sidea 0013
Cl1aa 805 aubtot1I
17,200.
Existing Building 11111, Interior, 14'x 180' 0014
Doors, Ro I I-Up 0015
Hollow Metal Door 0018
Seal All Cone. Floors 0017
Misc. Painting
Stetua: TITLE-1
Priced BJ: J.Q.
17,200.00
Class 200 subtotal 114,800.00
UNIT Per It..
EA
EA
EA
LOT
SF
SF
EA
EA
SF
LDT
Iaau• Dete: 2-14-90
Checked By:
COST Per lki it
3,500
1,000
700.00
7,000
0.80
0.70
300.00
100.00
a.so 2,000
Rev. Dete:
Plge 10 of 13
Total Coata Qu1ntity Allount
1.000
3.000
1.000
1.000
1600
2600
4.000
1.000
2900
1.000
3,600
3,000
700
17,200
7,000
1,200
1,800
1,200
100
1,500
2,000
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.1 LXNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project. Engineer: E.C. qu111t.it.i• By: J.Q.
No. ITEM - DESCRIPTION
09.9 SUBTOTAL
09 SUBTOTAL 114,800.
16 MECHANXCAL
16.4 Fire Extinguishing Syate.a
200 FIRE PROTECTION 0011
let Sprinkler•, 30 11 IMI' 0012
Extend 31 Heider l Instil I V1lve 0013
Fire Detection l Annunciation 0014
Teat Syatee 0016
Shop Dr1winga
Statu•: TITLE-1
Priced By: J.Q.
Cl1aa 200 aubt.ot1I 111,400.00
16.4 SUBTOTAL
16.7 Air Conditioning/ Ventilation
200 HVAC SYSTEM 0011
Reloc1te Existing Exh1uat Fin 0012
Fin-Coil lkiita, 4-Ton 0013
Fin-Coil lkiita, 2-Ton 0014
Air Handler, 400 CFM 0016
Unit Heaters, later, 50 MBH 0016
Ductwork l Registers 0017
Cond. Drain Line, 11 PVC Sch.40
lMIT Per It.
SF
LF
LOT
LOT
LOT
LDT
EA
EA
EA
EA
LDT
LF
I••ue Date: 2-14-90
Checked By:
COST Per
2.20
3,000
SOD.DD
800.00
900.00
800.00
1,500
1,000
2,500
700.00
2,000
8.00
Rev. Date:
hge 11 of 13
Total Co•t• Quantity Allount.
114,800
2900 8,400
1.000 3,000
1.000 SOD
1.000 600
1.000 900
----------111,400
1.000 800
4.000 8,000
1.000 1,000
1.000 2,500
2.000 1,400
1.000 2,000
100 800
4-1-2 FERMXLAB LZNAC UPGRADE
was 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES Sbtu.: TITLE-1 Iaaue Date: 2-14-90
Project Engineer: E.C.
No. ITEM - DESCRIPTION
0018 Teat l Balance
0019 Shop Drawings
0020 Control a
16.7 SUBTOTAL
16 SUBTOTAL
18 ELECTR:ICAL
18.2 Box•• & Wiring Devices
200 a.ECTRICAI.. 0011
2DDDA Switchboard 0012
&ODA Pane I , 480V 0013
lDDA Panel 0014
30 KVA Tr1naforeer 0015
Misc. Boxes l Switches 0018
21 Cond. w/ 4f 11 0017
11 Cond. w/ 6f 10 0018
3/41 Cond. w/ 6f 12 0019
Grounding Roda w/ lire 0020
Power to Mech. Units 0021
Outlets, 110/208 0022
leld Outlets 0023
Fluor. Lights, l'x 8'
quantiti .. S,: J.Q.
Claaa 200 subtotal 121,000.DD
137,400.
Priced BJ: J.Q.
UNIT Per It.
LDT
LDT
LDT
EA
EA
EA
EA
LDT
LF
LF
LF
EA
EA
EA
EA
EA
Checked By:
COST Per lti it
600.DD
1,000
10,DDD
15,000
4,000
2,000
2,500
2,000
20.00
10.DD
7.00
300.00
250.00
100.00
300.00
150.00
Rev. Date:
Pate 12 of 13
Total Costa quantit7 Allount
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
100
200
400
4.000
12
10
2.000
22
500
1,000
10,000
121,DDD
15,000
4,000
2,000
2,500
2,000
2,000
2,000
2,800
1,200
3,000
1,000
800
3,300
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.1 LZNAC POWER SUPPLY GALLERY
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C.
No. ITEM - DESCRIPTION
0024 Exit Light.
0026 Exterior Light
0028 Modify Electrical I Exist. Bldg.
0027 Gener1I Cleen-Up
Qu1ntiti .. BJ: J.Q.
Statue: TITLE-1
Priced BJ: J.Q.
Cl1u 200 aubtot1I 148,400.DD
18.2 SUBTOTAL
18 SUBTOTAL S48,"400.
l.tlIT Per It.
EA
EA
HRS
LDT
Iaaue Date: 2-14-90
Checked By:
COST Per lklit
140.00
800.00
46.00
600.DD
Rev. Date:
Pete 13 of 13
Total Coate Qu1ntity Allount
2.000 300
1.000 800
80 3,800
1.000 600
----------148,400
FERMXLAB COST ESTXMATE •-1-2
FERMXLAB LXNAC UPGRADE WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project EnginMr: E.C. flu1ntitiM BJ: J.Q.
SUMMARY OF COSTS
02 SITE WORK
03 CONCRETE
04 MASONRY
06 METALS
07 MOISTURE-THERMAL CONTROL
08 DOORS, WINDOWS A GLASS
09 FINISHES
16 MECHANICAL
18 ELECTRICAL
SUBTOTAL
CONTRACTOR'S OVERHEAD A PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
Statue: TITLE-1
Priced By: J.Q.
TOTAL COSTS
184,000
83,000
13,000
110,000
70,000
46,000
28,000
100,000
84,000
697,000
119,400
718,000
S718,000
I••U• D•te: 2-16-90
Checked By:
Rev. D•te:
Page 1 of 17
4-1-2 FERMXLAB LZNAC UPGRADE
WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project. Engineer: E.C.
No. ITEM - DESCRIPTION
02 SZTE WORK
02.0 Subaurface
8511 llJILDINQ DBllLITION, Phaae-1 0011
Quant.it.i• e,: J.Q.
Remove Siding A Furring Fre111 A-0 Block 1111 0012
Remove Gravel St.op I A-0 0013
Inat.111 T•p. leather Seal I A-0 Roof 0014
Remove Top Of Siding I S.8., 2'x 54' 0016
Cut. Openings For Crane A 1111 St.eel 0018
Install Teap. leather Seal 0017
Scaffolding or Lift 0018
Hau I Away Debr i a
CI us 860 subtota I
861 llJILDINQ DEllJL.ITIDN, Phase-2,(Bldg. in Place) 0011
Remove SW.I Door, 81 x 7' A Salvage 0012
Remove 12'x 14' Roi I-Up Door I. Salvage 0013
Remove Steel Siding I A-0, 14'x 16' 0014
Reaove Stee I F rae I A-0 0016
Reaove Siding I S.B., 2D'x 38' 0018
Reaove Steel Fraae I S.B. 0017
Crane For All Steel Deaolition 0018
Cut I. Reaove Siding 0 S.B., 6'x 7' 0019
Reaove Exist. Exterior Lights
Statua: TITLE-1
Priced BJ: J.Q.
la,000.DD
UNIT Per It.ell
SF
LF
LF
SF
EA
LOT
LOT
LDT
EA
LDT
SF
HRS
SF
HRS
DAYS
SF
HRS
Iaaue Date: 2-16-80
Checked By:
COST Per Unit
4.00
4.00
6.00
4.00
100.00
1,000
600.00
600.00
300.00
1,600
4.00
46.00
4.00
45.00
1,200
5.00
45.00
Rev. Date:
Page 2 of 17
Tot•I Coata quantity Amount.
680 2,300
83 300
83 300
128 600
8.000 800
1.000 1,000
1.000 600
1.000 600
1.000 300
1.000 1,600
210 800
24 1,100
660 2,200
48 2,200
3.000 3,600
42 200
16 700
"4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES St•tua: TITLE-1 I••u• D•te: 2-16-90 Rev. D•te: . Project Engineer: E.C. quantiti .. By: J.Q. Priced B1: J.Q. Checked B1: Pate 3 of 17
No. ITEM - DESCRIPTION I.MIT COST Tot•I Coata Per It. Per Unit quantit1 Mount
0020 Haul An1 Debris LOT 600.00 1.000 600
Claaa 851 aubtot1I 113,100.00
862 SITE DElllLITION 0011
Rlllove Cone. Pad, 81 x 10 11 10 1 SF 12.00 100 1,200 0012
Rlllove Cone. Aprons, 81 x 411 60' SF 8.00 200 1,800 0013
Rlllove Cone. lalk, 81 x 60 1 SF 8.00 300 2,400 0014
Rlllove Paving, 31 x 80'1 98' SF 0.80 6700 4,800 0016
Rlllove Bmper Poata EA 160.00 6.000 800 0018
Load l Hau I An1 Cone • LOT 600.00 1.000 600
Cl1sa 862 subtotal 111,100.00 ----------
02.0 SUBTOTAL 130,200
02.2 E•rthwork
239 EXCAVATE 0011
Strip Building Area HRS 100.00 18 1,800 0012
Exc1nte For Foot i nga HRS 120.00 18 1,900 0013
Hlndwork I Uti I itiea HRS 40.00 32 1,300
Cl1ss 239 subtot1I 14,800.00
283 BACKFILL 0011
Backfill Earth l Grade HRS 120.00 24 2,900 0012
Granular Around Foundation, 3'x 3'x 200' CY 20.00 70 1,400 0013
Granular Under Slab, 81 x 83'x 98' CY 20.00 120 2,400
Class 283 subtotal 18,700.00
'4-1-2 FERMXLAB LXNAC UPGRADE
wes 1.2.2 LXNAC/A-0 ASSEMBLY AREA CONSTRUCTION ENGINEERING SERVICES Status: TITLE-1 Iaaue Date: 2-16-90 Rev. Date:
Project Engineer: E.C. llulfttiti• BJ: J.Q. Priced e,: J.Q. Checked By: P1ge 4 of 17
No. ITEM - DESCRIPTION UNIT COST Tot.al Coats Per It.a Per Unit Quantity Amount
309 NEI PARKING LDT, 86 11 126' DDll
Strip Area HRS 120.DD 18 1,90D OD12
Haul Any Fi 11 CY 2.6D 3DO 8DD OD13
Granular ea.., 1'-81 1 8611 126' CY 18.DD 480 8,300 OD14
181 CllP •/ Enda, 30'1.g. LOT 1,000 1.000 1,00D 0016
Grade Hardatancl HRS 120.DD 8.000 1,DOO
c1a .. 309 aubtotal 113,DOO.DO ----------
02.2 SUBTOTAL l24,5DO
02.6 Paving A Surfacing
1D6 PAVING A GRADING DDll
Fill A Grade Behind Building LOT 8DD.OD 1.DDO 800 DD12
Fi 11 A Grade At Road, 311 160' LOT 4DD.DD 1.DDO 400 0013
Pave Snl• Along Building, 311 160' LOT 400.00 1.000 400 D014
Pave New Parking Lot, 211 86 11 126' SY 4.80 910 4,200 0016
Paved Sidenlk, Lot to Bldg., 211 611 100' SF 1.40 600 700 D018
Misc. Striping LDT 400.00 1.000 400
Clan 106 aubtotal la,90D.OO ----------
02.6 SUBTOTAL 16,900
02.8 Site Improvements
405 GUARD RAIL 0011
Modify Existing Guard Rails EA 200.00 2.000 400
-4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES Stetus: TITLE-1 Issue Date: 2-16-90 Rev. Date:
Project Engineer: E.C. lluantiti .. BJ: J.Q. Priced BJ: J.Q. Checked By: Page 6 of 17
No. ITEM - DESCRIPTION IMIT COST Total Costs Per It.a Per quantity Allount
0012 New Guard Rlli 11 LF 13.00 100 1,300
0013 Connect To Exi1ti119 Rlli 11 EA 200.0l 2.000 400
0014 Miac:. 8Ullper POlta A Rlli 11 LOT 600.00 1.000 600
Claaa 406 aubtot.al 12,800.00 ----------
02.8 SUBTOTAL 12,800
02 SUBTOTAL Se-4,200.
03 CONCRETE
03.3 Cast-in-place Concrete
131 llJILDING FOUNDATION 0011
Coluan Foot.inga, 1'-31 x 7'x 7'x 9 Ea. CY 210.00 22 4,800 0012
Coluan Piers, 11-31x 1'-3'x 4'-2'x 9 Ea. CY 360.00 3.000 1,100 0013
Retaining 1111 Footings, l'x 41-81x 116' CY 210.00 22 4,800 0014
Lower Ret.1ini1191111, 2'-l'x 4'-2'x 98' CY 240.00 36 8,400 0016
Upper Retaining lall, 1'-81 x 81-81 x 117' CY 280.00 48 13,400 0018
Grade Bea1 1 81 x 4'-21 x 98' CY 300.00 12 3,800 0017
Building Floor Sl1b w/ 1.1.F., 81x 81'x 98' CY 200.00 180 32,000 0018
Coluan Inserts, l'x 2'x 2'x 4 Ea. CY 300.00 0.800 200 0019
Elev1t.ed Mezz. Slab, 31x 28'-8'x 98' CY 220.00 28 8,200 0020
Misc. Concrete CY 300.00 6.000 1,500
Class 131 subtotal 175,600.00
132 ACCESS FOUNDATION l MISC. 0011
Cone. Footings, l'x l'-61 x 52 1 CY 220.00 4.000 900
FERMXLAB LXNAC UPGRADE WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENCINEERINQ SERVICES
Project Engineer: E.C. Quantiti .. By: J.Q.
No. ITEM - DESCRIPTION
0012 Peri .. ter lall, 81x 3'x 62'
0013 Floor Slab•/ 1.1.F., 61x ll'x 44 1
0014 Roof Slab on Deck, ll'x 81-l'x 411'
0016 Fore A Pour Sloped Roof
00111 Concrete Stoop, 81 x 41x 41-111
0017 Concrete Piera, 81 Dia. x 3' Dp.
0018 Ut.ility Pld, l'x ll'x II'
00111 C1ulk A Seil Cone. Roof, ll'x 411'
Cl1u 132 aubtot1I
03.3 SUBTOTAL
03 SUBTOTAL saa,100.
MASONRY
04.2 Unit Masonry
233 CONCIETE 11..0CK IAU.S, 81 Reinforced 0011
Re1r 1111, 1 St. Floor, 81-a•x 118' 0012
Rear .. 11, Mezz., a•-a•x 118' (-210) 0013
Accesa 111 ls, 7'-41x 63' 0014
Fill Opening At S.B. 1111, 15'x 15' 0015
Scaffolding
04.2 SUBTOTAL
Class 233 subtotal
Statua: TITLE-1
Priced BJ: J.Q.
17,600.00
113,200.00
lMIT Per It.
CY
CY
CY
LOT
CY
EA
CY
SF
SF
SF
SF
SF
LDT
Iaaue Date: 2-16-90
Checked BJ:
COST Per IMit
300.00
220.00
280.00
600.00
400.00
160.00
400.00
1.00
5.00
6.40
5.00
5.40
2,000
Rev. Date:
Page I of 17 -Total Coat•
qu1ntity Allount
4.000 1,200
11.000 1,300
11.000 2,300
1.000 600
0.600 200
2.000 300
1.000 400
400 400
----------183,100
850 4,300
1140 3,500
430 2,200
225 1,200
1.000 2,000
----------113,200
•-1-2 FERMXLAB LXNAC UPGRADE
was 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. q111ntiti .. By: J.G.
No. ITEM - DESCRIPTION
Q.i" SUBTOTAL 113,200.
06 METALS
06.1 Structur•I Met•I Fr••ing
261 llJILDING IALL FRAMING 0011
Col1111na, II x 24 x 21'x 6 El. 0012
Cr1ne Col1111na, 18 x 40 x 21 11 4 Ea. 0013
Crane Col1111n1, 18 x 40 x 1311 4 Ea. 0014
1111Girta,C8x11.6 x 98 11 3 Ea. 0015
linclow Fr .. ing, C8 x 11.6 x 100' 0018
lall Br1eing, 3 x 3 x 1/41 I 6f x lOO'x 4 El. 0017
S19 Roda, 1/21 Dia. 0018
Modify a Connect to Existing Steel
Class 261 aubtot1I
262 ROOF FRAMING 0011
Roof Girder, 118 x 80 x 38'• 4 Ea. 0012
Roof Girder, 112 x 50 x 26'x 6 Ea. 0013
Roof ee .... 112 • 21 x 98'• 2 Ea. 0014
Roof ee ... , 112 • 18 • 98'• 8 Ea. 0016
Roof Angles, 6 x 3 1/2 x 6/161 I 9.8f x 98 11 2 El. 0018
Misc. Steel 0017
Corr. Metal Roof Deck, 22 Ga. x 1 l/21 x 63'x 98'
Class 252 subtotal
253 MEZZANINE FRAMING, 26'x 98'
St..tua: TITLE-1
Priced By: J.G.
117,400.00
140,900.00
UNIT Per It..
TON
TON
TON
TON
TON
TON
LOT
LOT
TON
TON
TON
TON
TON
TON
SF
Iaaue Date: 2-16-90
Checked By:
COST Per
1,700
1,600
1,600
1,800
2,000
2,400
200.00
4,000
1,400
1,400
1,600
1,800
2,000
2,000
1.40
Rev. D•te:
Page 7 of 17
Total Coat• qu1ntit7 Allount
1.300 2,200
1.700 2,800
1.100 1,700
1.700 3,100
0.800 1,200
1.000 2,400
1.000 200
1.000 4,000
4.400 8,200
3.200 4,600
2.600 4,200
6.300 11,300
1.000 2,000
2.000 4,000
6200 8,700
FERMXLAB LXNAC UPGRADE WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES .
Project Engineer: E.C. llulntitiu BJ: J.Q.
No. ITEM - DESCRIPTION
0011 Circler, 118 x 50 x lll'x 2 Ea.·
0012 Ill x 20 x 98'
0013 Angle, 4 x 4 x 1/41 I I.If x 98'
0014 Floor Beaa, 112 x 40 x 28'x 20 Ea.
0016 Iliac. St.I
0018 Corr. Metal Deck, 22 C.. x 1 l/21x 28'x 98'
254 CRANE BEAMS 0011
ee ••• 118 x 66 x lll'x 2 Ea. 0012
Channel, Cl2 x 20.7 x lll'x 2 Ea. 0013
Crane Rail, 40f/ Yd. x 98'x 2 Ea. 0014
Be .. Bracket., 260f x 10 Ea.
06 .1 SUBTOTAL
06.& Met•I F•bric•tion•
106 MISC. l ACCESSIAY STEB.. 0011
Stairway, 3'-11 lide 0012
Accessway Roof Steel 0013
ct ... 251 subtotal
c1 ... 254 subtotal
Accessway Roof Deck, 20 Ca. x 21 x 9'x 60' 0014
Misc. Steel l Fabrication
Class 105 subtotal
06.6 SUBTOTAL
St•tu•: TITLE-1 I••u• D•te: 2-16-90
Priced By: J.Q. Checked By:
UNIT COST Per It. Per Unit
-TON 1,400
TON 1,800
TON 2,000
TON 1,400
TON 2,000
SF 1.40
129,700.00
TON 1,300
TON 1,400
TON 2,000
TON 2,400
116,800.00
Risers 150.00
TON 2,400
SF 1.60
LDT 1,000
15,900.00
Rev. D•te:
Page I of 17
Tot•I Co•t• Quantity Allount
4.900 1,900
1.000 1,800
0.400 800
10 14,800
1.000 2,000
2800 3,800
5.400 7,000
2.100 2,900
1.400 2,800
1.300 3,100
----------1103,800
20 3,000
0.600 1,200
460 700
1.000 1,000
----------15,900
FERMZLAB LXNAC UPGRADE WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. qu1ntiti .. BJ: J.Q.
No. ITEM - DESCRIPTION
06 SUBTOTAL 8109,700.
07 MOISTURE-THERMAL CONTROL
07.4 Preformed Roofing I Siding
203 IETAI.. SIDING, Dbl. F1ee w/ Inaul. 0011
Front 1111, 22'x 118' (-780) 0012
Re1r 1111, 22'x 118' (-300) 0013
Connect To Existing Siding 0014
Tri• a Flashing, Incl. AcceSSWIJ 0016
Caulking
Statue: TITLE-1
Priced BJ: J.Q.
Cl1aa 203 aubtot1I 141,900.00
07.4 SUBTOTAL
07.6 Membr•ne Roofing
106 PARAPIT IAl..L ROOF CONNECTION, 4'-811 63' 0011
Stl. Stud l 3/41 Plywood 2-Sidea, 4'-81 1 63' 0012
le1ther Proof 1111, 2-Sidea
Cl1aa 106 aubtot1I
108 ROOFING, Bui It-Up 4-Ply, 83'x 118' 0011
Rigid Insulation, 3 1/41
0012 6 4-Ply Roofing
0013 Blocking l Flashing, New l Connection
0014 Cap Flashing G Parapit
0015 Re•ove Te1porar7 leather Proofing
12,700.00
lMIT Per It.
SF
SF
EA
LOT
LDT
SF
SF
SF
SF
LF
LF
LDT
Iaaue Date: 2-16-90
Checked BJ:
COST Per Unit
11.00
11.00
400.00
3,000
1,000
8.00
2.00
1.80
1.40
8.DD
12.00
2,000
\.
Rev. Date:
Page 9 of 17
Total Coate qu1ntit7 Allount
1400
1900
4.000
1.000
1.000
286
630
8200
6200
380
63
1.000
16,400
20,900
1,800
3,000
1,000
----------141,900
1,800
1,100
11,200
8,700
3,000
600
2,000
•-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES St•tue: TITLE-1
Project Engineer: E.C. qu1ntiti .. BJ: J.Q. Priced BJ: J.Q.
No. ITEM - DESCRIPTION
c1 ... 1111 aubtot1I 126,600.00
07.6 SUBTOTAL
07 SUBTOTAL 870,100.
08 DOORS, WZNDOWS & GLASS
08.1 Metal Door• and Fra11ea
104 IETAL DOORS DOU
Hollow Metal Doors, 3'x 7' 0012
Reaove Existing Acceaaway Door 0013
Hollow Metil Door, Dbl., 6'x 7' 0014
Reaove Exist. Door & Modify Cone. Block lal 1 0016
Instill H.M. Door, 3'x 7' •/Side Lite
Cl1as 104 aubtot1I
08.1 SUBTOTAL
08.6 Metal Windows
206 ALlllIIUI IINDOIS w/ 11 lnsul. Gl1u 0011
Windows, 3'x 6'
Class 2D6 subtotal
08.6 SUBTOTAL
08.9 Glazed Curtain Wal I
2D3 GLAZED CURTAIN WALL
18,300.DD
l6,3DD.DD
llilIT Per It..
fA
fA
EA
LDT
fA
fA
Ieeue D•te: 2-16-90
Checked By:
COST Per lMit
660.DD
3DD.DD
8DD.DD
1,DOO
900.00
45D.OD
l
Rev. D•te:
P199 10 of 17
Tot•I Coete quantity Allount
128,2DD
6.DDD 3,3DD
l.DDD 3DD
l.DDD 8DD
l.DDD 1,000
I.DOD 9DO
----------l6,30D
14 6,3DO
16,3DO
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES Statua: TITLE-1
Project Engineer: E.C. qu1ntiti• By: J.Q. Priced By: J.Q.
No. ITEM - DESCRIPTION
0011 AIH. FrlH •/ 11 Inaul._ Qlua, 20 1-8111 19111 2-Ea.
Clua 201 aub\ot1I 132,800.00
08.9 SUBTOTAL
08 SUBTOTAL 846,400.
09 FZNZSHES
09.2 L•th, Pl•ater & Cypau• Bo•rd
821 STL. STLO PARTITION, In1ul1ted •/ 6/81 D.I. 2-Sidea 0011
Mezz. Edge 1111, 91-81 11 98' 0012
Mezz. P1rtition1, 91-81 11 86' 0013
Furring A 6/81 D.I. I Plr1pit, 3111 83' 0014
Miac. Tri• A Plrtition Encloauru
09.2 SUBTOTAL
09.9 P•inting & W•ll Covering
100 PAINTING 0011
Structur1I Steel, 66 Tona I 260 0012
Concrete 1111, 71-81 11 120' 0013
Concrete Block lalls 0014
Drywall Partitions, 2-Sides 0015
H.M. Doors A Fra1es 0016
Stair A Misc. Steel
Cl1aa 821 1ub\ot1I 18,200.00
UNIT Per It.
SF
SF
SF
SF
LOT
SF
SF
SF
SF
EA
LDT
Iaaue D•te: 2-16-90
Checked By:
COST Per lklit
42.00
4.60
3.60
4.00
1,000
0.86
0.70
0.70
a.so 120.00
1,500
Rev. D•te:
Plge 11 of 17
Tot•I Coata qu1ntit1 Allount
780 32,800
132,800
940 4,200
820 2,200
190 800
1.000 1,000
----------18,200
14000 9,100
900 800
2800 2,000
2400 1,200
7.000 800
1.000 1,500
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES Stetue: TITLE-1 Iaau• Dete: 2-16-90 Rev. Dete:
Project Engineer: E.C. tuantiti• By: J.Q. Priced By: J.Q. Checked By: P1ge 12 of 17
No. ITEM - DESCRIPTION UNIT COST Totel Coate Per It. Per Unit quantity Amount
0017 St.eel Siding SF 0.70 3300 2,300
0018 Misc. Plinting LOT 2,000 1.000 2,000
Cl1u 100 aubtot1I 119,600.00 ----------
09.9 SUBTOTAL 119,600
09 SUBTOTAL 827,700.
16 MECHANXCAL
16.1 Pip•• A Fitting•
129 PllJllING I DRAINS 0011
Floor Dr1ina, FD-1 EA 300.00 6.000 1,600 0012
Cle1n-Outa EA 260.00 6.000 1,300 0013
Drain Pipe, 41 Di1. C1at Iron LF 13.00 180 2,300 0014
Fittings I Elbow EA 80.00 12 1,000 0016
Connect Pipe to C1tch Blain LOT 600.00 1.000 600
Cl1aa 129 aubtot1I 18,800.00 ----------
16.1 SUBTOTAL 18,600
16.4 Fire Extinguiahing Syatema
171 SPRINKLERS, let Pipe, Ord. H1z1rd 0011
New Heider•/ Valve, 41 LOT 2,500 1.000 2,500 0012
Sprinklers, First Floor, 63'x 98' SF 1. 70 6200 10,500 0013
Sprinklers, Accessway, 8'x 33' SF 1.90 270 500 0014
Sprinklers, Mezz., 26'x 98' SF 1.40 2600 3,600
FERMZLAB LZNAC UPGRADE WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. llu•ntitiu BJ: J.Q.
No. ITEM - DESCRIPTION
0015 Fire Detection/ Annunci•tion.Syat...
0018 Tut Syat...
0017 Shop Drawinga
Stetua: TITLE-1
Priced By: J.Q.
Claaa 171 aubtotal 119,800.00
16.4 SUBTOTAL
16.7 Air Conditioning/ Ventil•tion
161 HYAC SYSTEM 0011
Fan Coil i..its, 1-Ton 0012
Chiller, 30-Ton, Air Cooled 0013
Air Handler, 8000 CFM, 16-Ton 0014
Make-Up Air 1-Ton 0016
Roof Exhaust Fan, EF-1 0018
Duct Heaters, Electric, 26 Kl 0017
Heaters, 6 Kl 0018
Chilled later Puap •/Tank 0019
Louver, Motorized, 311 4' 0020
Louver, Motorized, 211 2' 0021
Duct, 341 1 121 1vrg. x 70' 0022
Duct Transitions 0023
Duct Insulation 0024
Gri Iles 0025
Misc. Daapers l Accessories
UNIT Per It•
LOT
LOT
HRS
EA
EA
EA
EA
EA
EA
EA
LDT
EA
EA
LBS
EA
SF
EA
LDT
Iaaue Dete: 2-16-90
Checked By:
COST Per
1,000
800.00
38.00
750.00
19,000
4,600
2,200
1,400
800.00
600.00
400.00
800.00
600.00
3.30
700.00
2.00
50.00
1,000
)
Rev. Dete:
hge 13 of 17
Tot.I Coata Qu•ntity Allount
1.000
1.000
24
9.000
1.000
1.000
1.000
1.000
2.000
2.000
1.000
1.000
1.000
900
2.000
700
8.000
1.000
1,000
800
900
119,800
8,800
19,000
4,600
2,200
1,400
1,200
1,000
400
800
600
3,000
1,400
1,400
400
1,000
-4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES St•tu•: TITLE-1 I••u• D•te: 2-16-90 Rev. Dete:
Project &19ineer: E.C. ...... titi• BJ: J.Q. Priced S,: J.Q. Checked By: P199 14 of 17
No. ITEM - DESCRIPTION UNIT COST Tot.I Co•t• Per It. Per qu1ntit1 Mount
DD28 Control• LDT
DD27 19,DDD 1.DDD 19,DDD
Steel Piping w/ Inaul. 11/21Di1. LF 13.DD 2DD 2,8DD DD21
Steel Piping w/ Inaul. 11 Di1. LF 1D.6D 160 1,8DD D029
Dr1in Pipe, 11 Di1. Copper LF 8.DD lDD 8DD DD3D
Miac. V1lvea l Fittinp LDT 2,DDD 1.DDD 2,DDD DD31
Glycol Fi 11 LDT 6DD.DD 1.DDD 6DD DD32
Teating l llll1ncing LDT 8DD.DD 1.DDD 8DD DD33
Shop Dr1winga HRS 46.DD 24 1,lDD DD34
Cle1n-Up LDT 6DD.DD 1.DOO 600
Cl1aa 161 aubtot1l 173,700.0D ----------
16.7 SUBTOTAL 173,700
16 SUBTOTAL S99,900.
18 ELECTRICAL
US. 0 Recew•1•
208 CONDUIT RlJIS 0011
11Cond. w/ 4 f8 LF 7.00 420 2,900 0012
3/41Cond. w/ 8 f12 LF 6.00 1900 9,600 0013
1/21Cond. •/ 4 f12 LF 4.00 1600 8,000 0014
Grounding Rods I Bldg. l Pad EA 300.00 2.000 600
Class 206 subtotal 119,000.00 ----------
16.0 SUBTOTAL 119,000
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.2 LXNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES Stetu•: TITLE-1
Project EnginMr: E.C.
No. ITEM - DESCRIPTION
'li:"2 Box•• I Wiring Device•
111 RECEPTACL.ES & MISC. BOXES 0011
Outlet., 110/208 0012
leld Outlet., 480v. 0013
Power to Mechanie1I EquipHnt 0014
Power to Heaters 0016
Power to 10-Ton Crane Extension
18.2 SUBTOTAL
Qu1ntiti .. BJ: J.Q.
Claaa 111 subtot1I 111,800.00
18.3 Stert•r•, Boerd•, & Switch••
208 EQUIPIEHT 0011
Transfor1ers, 76 KVA 0012
Switchboard, 900A 0013
Power Panels, 226A 0014
Motor St1rters & Acceaaoriea
18.3 SUBTOTAL
18.8 lighting
115 EXTERIOR LIGHTING 0011
1001 Mere. Vapor 0012
1751 Mere. Vapor
Cl111 2oa subtotal 120,600.00
Priced BJ: J.Q.
UNIT Per It..
EA
EA
EA
EA
LOT
EA
EA
EA
LOT
EA
EA
I••u• Dete: 2-16-90
Checked By:
COST Per lktit
80.00
360.00
260.00
160.00
1,000
3,000
6,000
2,500
2,000
400.00
500.00
Rev. Dete:
Plge 16 of 17
Tot•I Co•t• Qu1ntity Allount
88
4.000
16
2.000
1.000
2.000
1.000
3.000
1.000
1.000
4.000
6,300
1,400
3,800
300
1,000
----------111,800
8,000
6,000
7,500
2,000
----------120,500
400
2,000
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES St•tue: TITLE-1 Ieeue D•te: 2-16-90 Rev. D•te: Project Engineer: E.C. tu111tit.i• BJ: J.Q. Priced BJ: J.Q. Checked BJ: P-oe 11 of 17
No. ITEM - DESCRIPTION UNIT COST Tot.I Coate Per It.ea Per lluantity Allount
0013 Existing Lighting Moclificati.ona LOT 1,000 1.000 1,000
C 1... 11& aul»t.ot.a I h,400.00
131 INTERIOR LICllTS 0011
Met.al Halide Fixturu, 400I EA 460.00 31 14,000 0012
Fluor. Fixture, l'x 8' EA 180.00 27 4,300 0013
Fluor. Fixture, l'x 4' EA 160.00 13 2,000 0014
Ex it. Li gilt.a EA 120.00 8.000 700 0016
Misc. Boxu l Swit.chu LOT 1,000 1.000 1,000 Cl1u 131 subtotal 122,000.00
----------US.S SUBTOTAL 126,400 19.7 Utiliti••
111 SB:ONDARY FEBlER, Substation To Building 0011
3-61 PVC Duct.a, EB, LF 16.00 20 300 0012
Trench l Blc:kfill HRS 100.00 18 1,600 0013
Concrete, 81 x 1'-81 x 20' LOT 200.00 1.000 200 0014
Handwork 1t. Ut.i I it.iu HRS 40.00 18 600 0016
Pul I lire, 360 MCM, 6 e1.x 20'x 3 e1. LF 8.00 300 1,800 0018
Ter1in1t.iona EA 60.00 30 1,800 0017
Misc. Equip11ent l Materials LOT 1,000 1.000 1,000 Class 111 subtotal 17,300.00
----------16.7 SUBTOTAL 17,300
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.2 LZNAC/A-0 ASSEMBLY AREA
CONSTRUCTION ENGINEERING SERVICES
Project. Engineer: E.C. Quant.it.i .. By: J.Q.
No. ITEM - DESCRIPTION
18 SUBTOTAL 18-4,000.
St•tua: TITLE-1
Priced By: J.Q.
UNIT Per It...
Iaaue Date: 2-16-90
Checked By:
COST Per
Rev. Date:
Page 17 of 17
Tota I Coat• quant.it.1 Allount
FERMXLAB COST ESTXMATE •-1-2
FERMXLAB LXNAC UPGRADE WBS 1.2.3 LXNAC UTXLXTXES AND SERVXCES
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. qu1ntitiea BJ: J.G.
SUMMARY OF CONSTRUCTXpN COSTS
02 SITE WORK
16 MECHANICAL
18 ELECTRICAL
SUBTOTAL
CONTRACTOR'S OVERHEAD a PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
Stetue: TITLE-1
Priced BJ: J.Q.
TOTAL COSTS
116,000
16,000
163,000
183,000
3e,eoo
220,000
•220,000
Ieeu• Dete: 2-20-90
Checked By:
Rev. Dete:
Page 1 of 4
4-1-2 FERMZLAB LZNAC UPGRADE
was 1.2.3 LZNAC UTZLZTXES AND SERVXCES
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C.
No. ITEM - DESCRIPTION
02 SXTE WORK
02.7 Sewerage and Drainage
1167 STORM SEIER 0011
lluantiti .. By: J.O.
Inat1ll S.S. Lift Station, 41 Di1. x 81 Dp. 0012
Inat111 Dup I ex Puap 0013
Diach1rge Pipe, 41 Di1. Duct. Iron 0014
Trench & S.ckfill 0016
Or1nul1r Backfill At Lot 0018
Protect Existing Ut.ilitiea
St•tu•: TITLE-1
Priced By: J.Q.
Clasa 1167 aubtot1I 114,800.00
02.7 SUBTOTAL
02 SUBTOTAL
16 MECHANZCAL
S14,600.
16.7 Air Conditioning/ Ventilation
200 HVAC SYSTEM PIPING, Power Supply Gallery 0011
Chi I led ltr. Piping, Insul. 2 1/21 Stl. 0012
Chilled ltr. Piping, lnsul. 21 Stl. 0013
Chilled ltr. Piping, Insul. 11 Stl. 0014
Core 41 Holes In Cone. Floor 0015
Hot Taps, 31
0016 Valves & Accessories
llilIT Per It..
EA
EA
lF
HRS
LDT
LOT
lF
lF
lF
EA
EA
LDT
I••ue Date: 2-20-90
Checked By:
COST Per
2,500
4,000
12.00
120.00
2,000
2,000
19.00
16.00
10.00
200.00
500.00
2,000
Rev. D•te:
Page 2 of 4
Total Co•t• quantity Allount
1.000 2,600
1.000 4,000
100 1,200
24 2,900
1.000 2,000
1.000 2,000
----------114,800
20 400
300 4,600
160 1,600
2.000 400
2.000 1,000
1.000 2,000
4-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.3 LXNAC UTZLZTXES AND SERVXCES
CONSTRUCTION ENGINEERING SERVICES Stetue: TITLE-1 I••u• Dete: 2-20-90 Rev. Dete:
Project; Engineer: E.C. quant;it;i .. BJ: J.Q. Priced BJ: J.Q. Checked BJ: Page 3 of 4
No. ITEM - DESCRIPTION UNIT COST Totel Co•t• Per It. Per quant;it;y Allount;
0017 D111l-T•P· lt;r. Piping, lnaul. 11 St;I. Lf 10.00 160 1,600
0018 Hot; T1pa, 11 EA 260.00 4.000 1,000
0019 V1lvea 1 Fit;t;inga LOT 1,000 1.000 1,000
0020 Teat; 1 Balance LOT 600.00 1.000 600
0021 Shop Dr1winp LOT 1,000 1.000 1,000
Cl ... 200 aubtot1I 114,800.00 ----------
16.7 SUBTOTAL 114,800
16 SUBTOTAL Sl-4,800.
18 ELECTRZCAL
18.2 Boxea·& Wiring Devices
200 POIER DISTRlllJTION TO R.T. SlJIA..IES 0011
Connect; 8-Power Suppliea, I 32-Hrs. HRS 47.00 268 12,000 0012
Materials For Connections LOT 12,000 1.000 12,000
Class 200 subtotal 124,000.00
201 DEIUICHER CONNECTION 0011
Connect; Debuncher HRS 47.00 40 1,900
Claaa 201 subtotal 11,900.00 ----------
18.2 SUBTOTAL 125,900
16.7 Electric Uti litiea
110 SUBSTATION MODIFICATION 0011
Re•ove 1 Salvage 750 KVA Substation LOT 3,000 1.000 3,000
•-1-2 FERMZLAB LXNAC UPGRADE
WBS 1.2.3 LZNAC UTXLZTZES AND SERVZCES
CONSTRUCTION ENGINEERING SERVICES
Project Ellgineer: E.C. flu•ntiti .. BJ: J.Q.
No. ITEM - DESCRIPTION
DD12 Modif1 Exiating Subat1tion Pld
DD13 Inst.I I New 160D KYA Subabtion
111 SlllSTATIDN l FEEDERS DDU
l&OD KYA Tr1naforaer DD12
&OD KYA Tr•naforaer DD13
Cl•u UD aubtot1I
4-61 Power Duct, PVC Cone. Enc. (26'• 80') DD14
lire, (3) 76D llCM, 86'1 3 1 4 DD16
lire, (2) 360 llCM, 86 11 2 1 4 D018
2-61 Power Duct, PVC Cone. Enc. DD17
Steel Mlnhole, 311 311 3' DD18
Exc1v1te l Backfill P1rking Lot 0019
Corel S.11 Holea In Utilit1 Tunnel DD20
lire,(3) 760 llCM, 12D'1 3 DD21
Terain1tiona 0022
Miac. Conn.I Tunnel l Cle1n-Up
Cl1a1 111 aubtot1I
18.7 SUBTOTAL
16 SUBTOTAL S162,600.
St•tua: TITLE-1
Priced BJ: J.Q.
14D,DDD.DD
l88,8DD.DD
I••u• D•t..: 2-20-90
Checked BJ:
UNIT COST Per Itee Per
-LDT 2,DDD
LDT 36,DDD
EA 36,DDD
EA 16,DDD
LF 46.DD
LF lD.DD
LF 4.6D
LF 36.DD
EA 2,6DD
LDT 3,6DD
LDT 1,DDD
LF lD.DD
EA 8D.DD
LDT 2,DDD
Rev. D•t..:
Plge 4 of 4
Total Coat• flu1ntit1 Mount
1.DDD 2,DDD
1.DDD 36,DDD
1.DDD 36,DDD
1.DDD 16,DDD
86 3,8DD
llDD 11,DDD
7DD 3,2DD
12D 4,2DD
1.DDD 2,SDD
1.DDD 3,SDD
1.DDD 1,DDD
38D 3,8DD
23 1,8DD
1.DDD 2,DDD
----------l128,6DD
FERMILAB COST ESTIMATE •-1-2
FERMILAB LINAC UPGRADE WBS 1.2.• LINAC ENCLOSURE ACCESS A PENETRATIONS
CONSTRUCTION ENGINEERING SERVICES
Project Engineer: E.C. Qu1ntiti .. By: J.G.
SUMMARY OF CONSTRUCTXpN COSTS
02 SITE WORK
SUBTOTAL
CONTRACTOR'S OVERHEAD A PROFIT I 20.0001,
SUBTOTAL
TOTAL CONSTRUCTION COST
Status: TITLE-1 Issue Date: 2-19-90 Priced By: J.Q. Checked By:
TOTAL COSTS
1243,000
243,000
48,800
292,000
1292,000
Rev. Date:
Page 1 of 4
•-1-2 FERMXLAB LXNAC UPGRADE
WBS 1.2.• LXNAC ENCLOSURE ACCESS A PENETRATXONS
CONSTRUCTION ENGINEERING SERVICES Statue: TITLE-1 Iaaue Date: 2-19-90 Rev. Date: . Project Engineer: E.C. Quantiti .. By: J.Q. Priced BJ: J.Q. Checked By: Page 2 of 4
No. ITEM - DESCRIPTION UNIT COST Total Coat• Per It. Per lklit Quantity Allount
02 SXTE WORK
02.1 Site Preparation
816 LINAC ENCLDSlll: ACCESS PIT (Pha .. -1) DOU
Prepare Equi119ent Pad I Ber11 HRS 125.DD 8.DDD 1,000 0012
Mobilize Pile Driver LDT 3,000 1.DDD 3,000 0013
Drive Sheet Piling, 38' Dp.1 100' SF 18.DD 3800 57,800 0014
Excavate Pit •/ Backhoe HRS 125.DD 18 2,000 0015
Handexcavate HRS 40.00 18 600 0016
Dispose Of Radio Active Soil LOT 5,DDD 1.000 5,000 0017
Reeove Concrete End Cover w/ Mach. LDT 2,DDD 1.000 2,000 0018
Install Steel Roll-Up Door, 10'1 12' EA 3,000 1.000 3,000 0019
Install Gravel Drain, Suap Pit A Pu•p LDT 2,DDD 1.000 2,000 0020
Install Concrete Pad, 811 9'x 28' CY 240.00 5.000 1,200 0021
Place Steel Plates, 111 8'1 91 TON 1,800 1.500 2,700 0022
Excavate Equi119ent Area In Ber• HRS 125.00 8.000 1,000 0023
Place Granular Pad, 111 20'1 30' CY 25.DD 30 800 0024
Haul-In 40 Cone. Shield Blocks DAY 3,DDD 1.DDD 3,000 0025
Place 40-Shield Blocks w/ Crane DAY 3,DDD 1.000 3,000 0026
lood Cover Over Pit, 12'x 40' LDT 3,000 l.DDD 3,DDD 0027
Fare Fence •/ Gate Around Pit LDT 2,000 1.000 2,000 0028
Soil Borings LOT 17 ,000 1.000 17,000
Class 615 subtotal 1109,900.00
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.4 LZNAC ENCLOSURE ACCESS A PENETRATZONS
CONSTRUCTION ENGINEERING SERVICES Statue: TITLE-1 Ieeue Date: 2-19-90 Rev. Date:
Project Engineer: E.C. Quantit.i• BJ: J.Q. Priced By: J.Q. Checked By: Page 3 of 4
No. ITEM - DESCRIPTION UNIT COST Tot•I Coate Per It... Per Unit qu1ntity Amount
1118 OPEN ACCESS l Pl.ACE Eql.IIPllENT (5-Ti ... ), Ph ... -2 0011
Rellove Shield Blocks DAY 3,000 1.000 0012
Place Equip119nt in Pit DAY 3,000 1.000 0013
Repl1ce Shield Block• DAY 3,000 1.000 0014
Repe1t Dper1tion TIE 9,000 6.000 46,000 Cl1aa 818 aubtot1I 146,000.00
817 LINAC EJICLllSUIE ACCESS RAMP, Ph1H-3 0011
Rellove Sheet Pi I i 119 I End LDT 2,000 1.000 2,000 0012
Exe1nte Rl•p HRS 125.00 18 2,000 0013
Place Rlep Gr1Vel BIH, l'x 12'x 60' CY 25.00 40 1,000 0014
DispoH Of All Debris l Cle1n-Up LDT 1,000 1.000 1,000
Claaa 817 aubtot1I 18,000.00
1118 LINAC EJICLDSURE ACCESS PIT BACKFILL, Phaae-4 0011
Top of Sht. Piling•/ Mach. HRS 126.00 8.000 1,000 0012
Burn-Off Top of Sht.. Piling HRS 50.00 18 800 0013
Rellove Shielding Blocks DAY 3,000 1.000 3,000 0014
lllul Shield Blocks to R.R. DAY 3,000 1.000 3,000 0015
Rellove Ro 11-Up Door l S1 Inge LDT 1,000 1.000 1,000 0016
Rellove Suep Pu1p LDT 500.00 1.000 500 0017
Replace Cone. Access Enclosure a Seal LOT 2,000 1.000 2,000 0018
Backf i II R11p HRS 125.00 16 2,000 0019
PI ace Topso i I l Grade HRS 125.00 8.000 1,000
Class 618 subtotal 114,300.00
4-1-2 FERMZLAB LZNAC UPGRADE
WBS 1.2.4 LZNAC ENCLOSURE ACCESS A PENETRATIONS
CONSTRUCTION ENCINEERINQ SERVICES
Project Engineer: E.C. Qu1ntiti .. BJ: J.G.
No. ITEM - DESCRIPTION
02.1 SUBTOTAL
02.3 Tunn•ling Pil•• • Caiaaona
805 LINAC IAVE CIJIDE PENETRATIONS, I-El. 0011
Mobilize Equipment 0012
Drill 4'Di1. Penetr1tion1 w/o Cone., 20'Dp.x I El. 0013
Pl1ee CllP C11inga, 2D'Dp.x I El. 0014
Core Drill 221 Di1. 11o1 .. In 121 Cone. 11111 0015
F1brie1te 20' Dia. Stl. Pipe w/ Flange, 8'L9. 0018
Exe1Y1te I Lin1e For 201 Pipes 0017
Pl1ee 201 Steel Pipes A Se1 I 0018
Blckfi 11 20' Pipes 0011
Instil I 41 PVC Pipes, Scheel. 40, 4 El. I 30' 0020
PVC Elbon 0021
Fi 11 Pipes •/ Polyethelene Beads 0022
F1bric1te A Pl1ee Cone. Pipe Covers
Cl1s1 805 subtotal
02.3 SUBTOTAL
02 SUBTOTAL S243,200.
Statue: TITLE-1
Priced BJ: J.G.
188,000.00
UNIT Per It.
LOT
VLF
LF
EA
EA
HRS
EA
HRS
LF
EA
HRS
EA
Ia•u• Oat.: 2-19-90
Ch«ked BJ:
COST Per lki it
3,000
86.00
70.00
300.00
700.00
125.00
500.00
125.00
12.00
80.00
45.00
300.00
R•v. Oat.:
Plge 4 of 4
Total Costa Qu1ntit7 Amount
1175,200
1.000 3,000
180 11,700
180 12,800
18 5,400
t.000 8,300
18 2,000
9.000 4,600
18 2,000
1100 13,200
18 1,400
72 3,200
9.000 2,700
----------168,000
Appendix E
TITLE 1 DRAWING LIST
4-1-2 General
G-1 G-2
Appendix E
TITLE 1 DRAWING LIST
Location Plan Site Plan
4-l-2A Linac Power Supply Gallery
4-l-2B
EQ-1 C-1 C-2 C-3 D-1 A-1 A-2 A-3 S-1 S-2 S-3 S-4 S-5 M-1 E-1 E-2
Equipment Plan & Sections Site Plan for Linac Access Site Plan at Penetrations Grading and Utility Plans Plan and Sections Architectural Floor Plan Building Sections Wall Sections Caisson Plan Plan at El. 744'-0" Sections Plan at El. 758'-0" Elevations and Sections Mechanical Floor Plan & Criteria Electrical Power Distribution Plan Electrical Plan
Linac / A-0 Assembly Area
EQ-1 C-1 D-1 A-1 A-2
- A-3 A-4 A-5 S-1 S-2 S-3 S-4 S-5 S-6
Equipment Plan Site and Demolition Plan Demolition Plans, Elevations Ground Floor Plan Mezzanine and Roof Plans-Section Elevations and Section Wall Sections and Details Details Foundation Plan Concrete Sections and Details Passageway Plans and Sections Mezzanine Framing Plan Roof Framing Plan Steel Sections and Details
M-1 M-2 FP-1 E-1 E-2
HVAC Ground Floor Plan & Criteria HV AC Mezzanine Plan & Criteria Fire Protection Plan and Criteria Electrical Ground Floor Pla.n Electrical Mezzanine Floor Plan
F MIL LINAC GRA E 4-1-2
FERMI NATIONAL ACCELERATOR LABORATORY
A FERMILAB LINAC UPGRADE LOCATION PLAN o1
f-----= '"111'111"'=------'-----,-------,------=----------,a~c,---.j it' ......... ~. 4-1-2 TITLE I G-1 ""· !!?
• )
>
0
= = 1= = =
TRANSFER GALLERY
0 D
T Pl"I ....... ==== -====-
Parkln9
ParktnQ
WILSON HALL
--- - -=======
==,,,=====:::;;;"? I r I I I
\
SWAN LAKE
'(~--- . . ..
l.··-···~···-···-
====~
NEW LINAC/A-0 ,_
..,-,-===-=--.. -. ===--.. -.~==--.. -.~~_ASSEMBLY AREA --···--···--···-==--t:···--···---···---~--···--·>A---... f-~ RO~O =--···= ., I / l / ...
RING ... ::::::---::::.:.__.....--g···'V I I ... ~· .. --···--··· --···~-----···----···--···---···-···-----c----- ... _____ {J ! o' 05 l'~~r' =~~~===~==="'=N"====~~~~~;;:===========~
_.,- - --- __...........- r;;;iC --------- 0 ,- OESCfllPTIOHS ··~ -- ···-:.:::::-----··· IJ '"r·· o,-,.,· .. --···-----..::: ... ~::~··· ~··· '..-.------.:.~··· •.. ____......--···------···---------··· ''"""'" o,m f "'"""
C::::-·· :::-.-----···_..".!!'--··· -------- I --···--···--... -···-----···----···--... __ ff°'- L---+-------------+----1 "~·;:.~--~::.:=·::-------·-----···--·· -------·· ___..-- __ _-··· ... ___...--···--···--;;··· D , . ·~ ···--···-···----._......___ ··ci-----------.,------.. .. t=,=,=,=.,~,.=.=j~=======================t===~--1 ~·::~ -----···--------- . ..---------· ---· '3
?"~-·---·~----------···-------··· . -----···--------- --------
,.-----· ... -----···--------- -~ ounlall'! , •• -------· .~
0 0
FERMI NATIONAL ACCELERATOR LABORATORY
A FERMILAB LINAC UPGRADE
··------ 0
0 V SITE PLAN l-~~_..1__---c----------,G'--;2:;,•-... -. -------J !!! 4-1-2 TITLE I
FLOOR PLAN 1/B" - 1'-0"
NEW WAV SEE SEC
GUl~Ef ______ 7 A I
I I
I I
I EXISTING uJAc KLYSTRON 1:,
! ~{ CONTRO RACKS
D --,
I _,
I ct=
I I I ___ [.\ -~~~--=-=---~-A
I --i;i-=-----:::,cJJ- ---lr------1- ------ ---------0
I I
I irr=o=-= I I
& --- -ttfl--...... -1 I
-,------ -- - -- -~ - -111F' -----~, I
EXISTING PRECAST l PANEL ABOVE TO l REMAIN. -------ll
I I
OF BOOSTER : BELOW & I
ELEV. T.S. 757'-8"+--
ELEV. 744'-0~_
C1 --- 1-, I I I I
NEW CONSTRUCTION
SECTION 1/B" - 1 '-0"
I
EXISTIN SOUTH
CROSS GALLERY ! - -ST ADDITION I
------+------i-~
EXISTING CONSTRUCTION
C9
I
NEW WAVE GUIDE PENETRATION SEE C-2
EXISTING EARTH BERM
NEW SIDE COUPLED CAVITIES IN TEST POSITION
SCALE:
~----il11f-- - - - - - - - - -----G
.i;'====a!ll----------------0
""· """ -"""""" DE3IOHED E.CRUMPLEY 2-US-10 - J,W.BANKS 2-115-90
""""" 2-115-90
""""""' 2-115-90
"'""""' 2-115-90
FERIII NATIONAL ACCELERATOR LABORATOIIY UNITl!:P STATE:S PEP"-"TMIE:NT 0,.. 11!:NE"ay'
Fm A FERMILAB LINAC UPGRADE
V LINAC POWER SUPPLY GALLERY EQUIPMENT PLAN & SECTIONS
DAAWttO HO. 4-1-2A TITLE I EQ-1 ~.
; =
X=99,400
I I I
COOUNC:r e1N1:::i ENClDSL)iZ.-E ,t:,,..T C,eADE / I
I I
/ /
/
I I
I
I I
/ ( ,~ I~
3cJ-o
I I I I I I
C,b.,V!TY Tb.NI'. ENCL05L)e£= ?
c:oo'-1
PHA.':iE i ~CCE55 PIT
Gl2t>.DE
EX15TIN"1 e:El>M DL.lMP (~¼.sc;:,."' li-0 LONC:::i) /\TNEAe. SIDE OF ea:::TION
SH~T PIUNC:r
SECTION
3 1x~1 5µ1ELOINC.C f'_:>L.DCll.'.::> .b..Gi:'.OSS E:ND OF CAVITY TbNll. EI-JCL05l)\2..!:;:
3 ;:.
F.F.EL.73Co 1-0
EXISTIN C1 l::.0 4' DNOE(202A!N (END INV, El.., 735'-IIYs)
P!ZOVICE NEW 'c>L>MP PlT~OPDtv\P
,SCALE: 1/8"=1'-0" C9
0-
:,lw
of'j _, " /:9
>'t ,u
(18)
- 74<:o
PLAN
EQL>IPMENT Dt>,Y F,F. EL. 744 1-0
SCALE: 1/8"=1'-0"
3c 1 :- -~/ 51-41E.LDIN~ 6u.:x::.x.$
f;..Ceoss END CF CA.V!TY Tbt,.JI(_, E'.NCL0$1.)12E..
pl2.0/1 De NEW SL.»-1P PIT .\.ND P!.)MP
zs'-o
ai a, II >-
(17) 30'-0
----71 11 11 , ,
..,_ ____ SHEETPIUN::1
SECTION SCALE: 1/8"=1'-0"
I
I I _lj_
F, F, EL, /441-0
t:,EISML\Ne EL,IZG:i'-<o
F.F.EL, 72.7. 1-G,
FENCE
SECTION SCALE: 1/8"=1'-0" E::)
cisV11Y TANK. ENCLO=E F, F, EL, 7!,!,,'·0 - -
-----+-<A1)
F. F. EL. /44'-0
f,F.EL. 72..'J!-C..
1,a·-1 } 0 SCALt:
Jl 16 30 nn
DEICIUPTIONI' R~VlllO'"
2-l&-90
FERMI NATIONAL ACCELERATOR LABORATORY
A FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
.. SITE PLAN FOR LINAC ACCESS 1-,M_: .. =,=. ,:.-.-_ _L._4 ___ 1 ___ 2_A ___ r_lT_L_E_1 ---=c:----1",-.,-. --1 !I!
NEW UNAC POWER SUPPLY fi ~:~L~~~:i~~ITh0!3 II
II T/FLOOR II
2o" DIA. X 7' LG. SCHED. 30 STEEL PIPE W/ 3"X 1/4" FLANGE FOR MOUNTING TO CONCRETE WALL
ELEV. 744.0lr' t',==f}~======r--,=.====i
SECTION SCALE: 1/8" = 1 '-o"
745.9 +
+ L ACCESS TO ROAD A-1
----- ACCESS TO BERM
+ 742.6
7 +
EXISTING SWALE
'1' EXISTING COMMUNICATION I/DUCT BANK
+
+ 742.9
-----745 ii . ~---------
BITUMINOu'S PAVED PARKING LOT
+ 745.4-
+ 745.3
742,9 +
745-----
+745.1
+742,9
TOE BEAM]
I ----------- 750 -----
----------
+ 743.1
T + X:99,500
TOP/BERM
t=======~====f EL 761.5't 7
INSTALL -4-" TH. CONCRETE PLUG
r. FOR TEMP. CLOSURE
BACKFILL SHAFT &: UPPER HORIZ. PENETRATION r W/ POLYETHYLENE BEADS
INSTALL 48" DIA, CMP
19'± r X 20' LG. 16 GA. STEEL
ED
+74~.3
TOE/BERM El. 743.0'±
C/L UPPER PENETRATION EL. 756,-4-'-
C/L LOWER PENETRATION EL 745.0'
EXIST. 3d DIA. ASBESTOS CONCRETE
EXISTING LINAC GALLER FIN. [ FL. EL. 744.0'
LINAC AREA SITE PLAN SCALE: 1" = 10-0"
PENETRATION ~--+---+--+--+-----+-----+---+---+-------4-+--+--+-c/L EL. 737 .25'
SECTION SCALE: 1/rr' = 1'-0" ED
t/8"=1'-fr4\'!SO~AL~E ..,."'liii_; .... '§iiiiii/i,.~'
I" = 10'-fr 1
~:C~Al;!"E = ............. '§iiiiiiii,~· ,m
7'-1"
EXISTING LINAC GALLERY
REV, ... ,. --""'""' LINDA EVEN 2-HS-90
""""' LINDA EVEN 2-16-90 QEl(ED 2-10-90
""""""' 2-18-90
"""1TEl> 2-15-to
FERMI NATIONAL ACCELERATOR LABORATORY UNITE:0 STATES OE:PARTMENT OF ENE:RC,Y
A FERMILAB LINAC UPGRADE
V LINAC POWER SUPPLY GALLERY SITE PLAN AT PENETRATIONS
"""""'"°· 4-1-2A TITLE I C-2 REV, :e
EXIST. BOOSTER GALLERY f'IN. Fl. EL 744.0'
I /
/ ?,-.!-: . .:i
/~
l/BERM El. 749,0'±
I 17'-o" MIN.
I I
SECTION SCALE: 1/4" = 1 '-o"
GRADING PLAN SCALE: 1" = 10'-o"
NEW SUBSTATION PAD T/CONC. EL 747.5'
EXISTING BOOSTER GALLERY
G.V. 7\ •'
2' DIA. C.B. \ T/FR.ELl\ 743.03' '-,)
'h / < ' 0 ,
' ~/
:! \ \
M / i
,,,.-
NkW F.H. & G.V. L0'9ATION
I I J
\\
Cfl NEW 3' D1A. CAISSON
I 26'-3"
rbP /EXISTING BERM El. 749.2'±
I
______________ ,
----,....-----FIN. FL. El. 7,44,0' I _.- -: / ---;DOSTER C,(l
-====;====:::jµ::..::_-+--,
14'-4- 1 ,4H
I 17'-o" Mr
I
I I
I
-~-------------..._ -.... -.... -..._
NEW 4" CONCRETE SLAB FlN. FL. EL. 747.50'
NEW O THICK GRANULAR BASE
NEW 6H CONC. FLOOR FIN. fl. EL. 744.00'
-....-...._ li½f'~~====ccz:±=== '- '\ Lrx1sr. GRADE
/\ EL,743'±
\ 17'-0" M1N.
EXIST. LOW STAIRWELL
EXISTING BOOSTER ENCLOSURE :1.~:: =~-------~----------------FIN. Fl. El. 722.5'
® EXIST. BihosTER ENCLOsUilE FIN. Fl. El. 722.5'
SECTION SCALE: 1/4" = 1'-o" CD
UTILITY PLAN SCALE: 1 = 1 o•-o
1/,t=l'-0" "~""""' ..... '<iiai"""'"""'"""--iiiiiiii~ ,- = 10'-0"
1~:,!'!.Q;!"-iiiiil""""""""'"'--iiiiiiii~ IO
mo
I
I EXISTING LINAC
FIN, FL EL.
REV. """ D£Sl<.{ED
llAAWH
CHECKED
N'PROVED
SUBMITTED
FERMI
A V OR4WING NO,
/ EXIST. STORM MANHOLE TO BE CONVERTED TO
_ - - - PUMP STATION r REMOVE EXIST. STORM
L. L EVEN
SEWER, INSTALL NEW ff' PVC PUMP DISCHARGE PIPE TO BOOSTER POND.
--L, L EVEN, A, SCHMITT
2-16-90
2-16-90
2-16-90
2-16-90
2-16-90
NATIONAL ACCELERATOR LABORATORY UNITED STATES OE'.F'AF<TME'.NT OF" ENERGY
FERMILAB LINAC UPGRADE UNAC POWER SUPPLY GALLERY
GRADING AND UTILITY PLANS
4-1-2A TITLE I C-3 REV.
;
\ \ \
17 16
\ \
\
\ I I I \
i,(., 17
'101.o
16
EXIST. LINAC GALLERY
_;-~""'°"1 +~.v,>.e,&,IO"T \..IG,1-11' e,e,t,JOU1j
,,
/ ,--------7' I
~I®- 1r I I I
AI.L Plt8"-'~f IN°™I~ Mil" 11:, I!,~ ilEMOVJI.C>
6-
our.1we e,F P2!tMT___..I ~\!J.Aeove I
I I \ I
\ \ \ \
15.2
DEMOLITION PLAN
A
15 '1;0~0
~ore.:seePON&i~A·I i=o1Z\l!J,r,.pO,a,.t,.1c,.,. PA!iln1'10N~
1(11MCN!'211(<>M ~~1' '511..L + WIIJOOW
A
= -d-()
___A As -e
~al/Cv• ?<ar.;10"' !CW OR""-'t-J(.DlJC.T\U! 0 UWt.J P1f"&E.) e:.i.relJOlt,J -.; 'f'Hll,LJ P~e!.c:,,0..-=,1
_A
.. z 0 E: Cl Cl <(
I-(/) w ;;:: I I-:::, 0 (/) I
>-a: w ..J ..J <( (!)
(/) (/) 0 a: 0
...: (/)
x w
0 -0 "'
NOTES: 1. PANELS ARE TO BE REMOVED IN THE ORDER INDICATED ON THE
DRAWINGS AFTER SOFFIT, WINDOWS AND ROOF ARE REMOVED.
2. PANELS SHALL BE LIFTED VERTICALLY AT A MINIMUM OF FOUR POINTS, REQUIRING UNEQUAL SLING LENGTHS. PANELS SHALL NOT BE ALLOWED TO ROTATE AGAINST THE EXISTING BUILDING STRUCTURE.
3. THE PANELS ARE TO BE COMPLETELY RIGGED ANO HELD BY A MOBILE CRANE PRIOR TD REMOVING ANY OF THE EXISTING ATTACHMENT HARDWARE.
4. PANEL CONNECTION AT STEEL FRAME CAN BE REMOVED BY REMOVING THE nro THREADED CONNECTORS AT EACH END. THE VERTICAL SEAT CONNECTION HAS NO HARDWARE THAT REQUIRES UNFASTENING.
5. PANELS CONNECTED TO CAST-IN-PLACE CONCRETE OR PRECAST CONCRETE SHALL BE REMOVED BY FLAME CUTTING CONriECTOR PLATES AS REQ,UIREO.
201-o
\..INE! PF pJZ.ec::,t,.6,. P·""·t-U!.L. 3'1NT
.j;""""'»TCl!TWIIGN
PARTIAL ELEVATION' (LOOKING WEST)
!~11- 11.l)
""""""'~-
PARTIAL ELEVATION (LOOKING NORTH) '&'• 1t.:,
SECTION ® 5.2
lr.elMINEi WFI\-J~ t li-J$l.)i-, TO i, \).)\O
~eMOv!! 12" Dfi!:-/W~LI.. 4°Me.'f'~!==IJR/Z.O.JC.-, .,,~lps
•-' UMIN& =FINl'f ; --~t-r,-r7~!lo=z-l>l'!>ULMIOI-J 1'01:, ,:/,,=
'NfO
l!!"-l'!>T. Plr.i!<:.A~T V f'"Niu. ro e,eite~o
SECTION
-~\ ... ____
-:o FiiEiMl>VE: ,;,l1t>W,><I01•IOH. 1'!1.eCA,_T P_..\.J&~ AT ,;,,,;,001< cP1<e""'"'T ""''-f•" ro c:Jl,,.e,'•IN•F'L.,tl,.C:.E. il2.1• ,A./Jt!,U'-"'1". WAI..~) fH!IZ.0 P~'- TO ~a, li?.eMOVe"
I I I I I 1: I
SECTION ®
Dl!ICl'IPTIOMI ,.,, .. ,, .. DHIOMf:D
aic.-1',., ..... , ........ Clff!Cllf:O
SUIYITTf:D 2-ffi-90
FERMI NATIONAL ACCELERATOR LAIORATORY II NlflD IT A Tl I DIP ANT II INT OP IN Ille f
A FERMILAB LINAC UPGRADE '
V LINAC POWER SUPPLY GALLERY PLAN AND SECTIONS
DftA'WltlGlfO. 4-1-2A TITLE I D-1 ""·
i !I!
FLOOR PLAN SCALE: 114• .. 1 •-o•
EAST ELEVATION
EXISTING BOOSTER GALLERY FLR. EL. 744'-0"
T
B.
--- - T---_,
STORAGE AREA FLOOR ELEV. 747'-6"
NEW CONG. BLK
1B.
T EXISTING CONSTRUCTION
22'-6"
1-1/2"' PIPE II I -i . HAN DR:~)\ I
GALLERY
1 FLOOR ELEV.
/\"I ' \ I LINAC POWE7R44
~_u0~
0
PLY
\ ".) \ > \ ..._ OUTLINE OF OVERHEAD DOOR ,\\ \ Y'_ I [ OVERRUN IN OPEN POSITION / _ (TYPICAL)
/ TO SOOSTeR BE;L W \ OUTLINE 6F STAii
/ \ / \ / )< \ t / \ \i 1 7 ,---, ,---,
// \ I I I I I I I
EXISTING CONSTRUCTION
35'-0"
\ I I I I I I
\ \
STOOP
NEW CONC. APRON
L EXISTING BLACKTOP
30'-0''
TOE OF BERM ELEV 743'-0"
GROUND L\NE
6.
SCALE:
15'-10"
1 11
I I"
""'· "" """""' """"' """""" """""" -FERMI
Fm
A V """"""'·
TEMP. CONST. PART1TION
I Ol N
EXISTI G CONS RUCTIO
----@
--fT/OF STEEL EL. 757'-8"
EXISTING CONSTRUCTION
-fT/OF MAIN SLAB EL. 744'-o"
"""""""" -E, CRUMPLEY
J.W.BANKS
2-15-90
2-15-110
2-18-90
2-19-to
2-HS-90
NATIONAL ACCELERATOR LABORATORY UNITED STATES DEPARTMENT OF ENEROY
FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
ARCHITECTURAL FLOOR PLAN
4-1-2A TITLE I A-1 ..,_
:
NEW CONSTRUCTION
NEW SINGLE P~OOF ELEV. T.S. oveR NEW cO~fJLAB 760,~6"
ELEV. T.S. + - -, 757'-B"=t-- _
NEW ROLL-UP DOOR
NEW STL.BMS.
LINAC eoWER SUPPLY
GALLERY
SECT.ION © SCALE: 1ta• 1'-0-.
NEW CONSTRUCTION
NEW SINGLE PeOOF OVER NEW A~LAB
ELEV. T.S. 757'-"4- -- -,=a=-..a!===------
NEW METAL SIDING NEW------,,11 OVERHD.DOOR
ELEV.:=;:;:1 744'-o.=,- __ _ NEW HAND RAIL
7 I I
p
EXISTING CONSTRUCTION
EXISTING CONSTRUCTION
I I I I I 11 ! ELEV. I I _1 L 732' ~NEW CONCRETE---')! :=-.1 __ J : CAISSONS l : I I I I I I I I I
I I I l r-~ r-~ ~==~ ~==~
SECTION SCALE: 118'" 1 •-0• ®
ELEV.~ NEW OONC, 758'-0~ _ ~-BLOCK
EXISTING TECH.IOFF,
SPACE
STORAGE AREA
ELEV-~ 722'-~ _ --
SECTION SCALE: 110• 1•-0• ®
NEW CONC.SLAB EX!ST.CONC.WALL
I r--RATlONsl I
f---~ I I I I I I I I I I I I I I L_J
EXISTING LINAC
ENCLOSURE
NEW 20•01A. PENETRATION
EXISTING LINAC
ENCLOSUF..E
~-\--------J NEW 20•01A. PENETRATION
NEW $TL.COL.
EXISTING BERM
r~LEV. ------,-? 3 s · - o··
EXISTING TECH.I OFF.
SPACE
EXISTING BOOSTER GALLERY ELEV.
744'~- -- it======"fc===='.=:==7"='7
I-ELEV. -=--=-~732'-5"
I I I I I I I I I I
I I I
ELEV. 722'-~---
~----~----~---~ \
EXISTING LINAC
ENCLOSURE
SECTION SCALE: 1/8 .. 1'-0'
ELEV.~ , 736'-0~
~----~
NEW CONC. BLOCK
SECTION SCALE: 1/8• 1-o•
I _TEMPORARY I I CONST.WALL
EXISTING CROSS GALLERY SOUTHWEST ADDITION
II
II
cEXIST.CONC. .J FOOTINGS
I EXIST.CONC,SLAB I
®
SCALE:
I I I I L ____ J
NEW CONSTRUCTION
?
NEW CONCRETE CAISSONS
r~LEV. ,,-22· 6"
E,CRUMPLEY 2-15-10 J.W.SANKS 2-15-IO
2-15-90
2-11-90
2-15-IO
FERMI NATIONAL ACCELERATOR LABORATORY
.ft. FERMILAB LINAC UPGRADE ! LINAC POWER SUPPLY GALLERY·
i--.. _~----:--,-----::-:-BU_I_L_DI_N_G_S_EC_T_IO_Nc-S---c-.------l~ 4-1-2A TITLE I A-2 ""'· -NO.
-:-:-~-\-_!_E_C_T_IO_N __ o -,-:-~--LL_1
__ -:_E_C_T_IO_N __ o -~-:-:-~-,--~(J"_EC_T_I_O_N_-io
EXISTING STRUT. TO REMAIN
- ----+257'-8'' EL BEAM
TEMPORARY MIT. STUD AND CORR. SIDING CONST. WALL
-:-:-L-L_1 __ :-o" E_C_T_IO_N_ ...... o
REV. DI.TE
E, CRUMPLEY 2-16-90 J,W.BANKS 2-16-90
CHECKID 2-16-90
2-16-lil0
2-16-90
FERMI NATIONAL ACCELERATOR LABORATORY
0 FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
WALL SECTIONS
4-1-2A TITLE I A-3 ""'·
<
g <D g >-
--7 I I
I I I I-
I L-- LJ
/
z.6'-o
A /
\
/ /
< \
R ai
1181 @ m r:::t--------2"°5"----'.-"'o'-____ _;_ ___ +--------~3=0--='--"o'---->----l----------i---------'23'-"o'-''-=--o-c'_ ________ -----1
"' J ef
" )-
E'X.I !NG LIN~C GALLEIZ'(
1F.F. EL. 744'-0
5'-G,
L __
19'-<o
C-1
,,~E12.M.H, \I II I\ \\ \\ \\
\ \ ,, \ \E;',:.
C-2
\\'3' \\' \\~~ \\\.
\ \'I;' \\
1\
,, \\ ,1
\I ,1 1\ \\ \\
\ \ 0
C-2
,--1
I
1. CAISSONS C-3, C-4 ANO C-5 MAY ENCOUNTER ACTIVATED SOlLS. A FERIHLAB RADUTION SAFETY OFFICER WILL BE PRESENT WHILE DRILLING TO MONITOR SOIL ACTIVATION LEVELS, ACTIVATED TAILINGS SHALL BE STOCKPILED AND DEPOSITED AS DIRECTED BY THE fERI.IILAB RADIATION SAFETY OFFICER.
-------7-
C-1
C-1
C-2
- _J
I I L- - _J
EXI5TING.
I - _J
0 o:,
ceoss GI.LLEeY F.F. EL. 744 1-0
-----+-"IA.31
_Y-._-_9_9~,5_9~1~-4-eG,-=-9'--<'-V-1,-1'
X: 99,600
3s'-o . ----t-----";--\_-¾;-----==----;"--'-:-----'-:0?F'f--,--,----+--------~3c;o"-''-:co='-~--------+----_1_'.l5?__::_'-1i_so2__ ____ +-±:lSc'~
\ \ ~C/>-TC~ >::>"-OolN 16.
PLAN
CAISSON SCHEDULE
Ml>.12.lL CAP C:,ELJ.., T/,c,HAFf P.o/1:>ELL* [D,-/EL5 0=MM?.K.S TYPE DI/I.ME1El2. ELEVATION ELEV1q10N
C-1 I ,4'1.'-o
C-2 2 140'-10
c-::, IP.::> 74:l.'-o
C-4 II>. 745'-,c
C-5 II>. 745'-<o
* R::e F.:,IDDINC.. Pl)l2.P05ES ONLY- MIN\ML)M_.:'.SF SAFE. =1Nca. PIZES5012E "2:Ec;>'-'>11ZEQ.
SCALE 1 /4" 1'-0
T/SHo-FT -~-+---~--
P121oe iD eEMOVINGo TEMFOe<AeY 5T!=EL LINEIZ. /,,NNL)e-l>.12. Vo!D5 TO bE '::,"NO FILLED
j r.:8-\- Oil-
12-=,'CLE.
E1EI::-
DOWE.LS-:;f-::E 5CI--IE00Ll=
\I\ .. \ \ IJ'il I i\ \ (\ RQ.E. HY::,JCJ.,i • T 1.1 I
~\ I \c)
EL 743 @ TYPE I EL. i4Co1-c.. @ TYPE: IL
SEC ION TYPE I AND TYPE IA
T G~"-DE OM, EL. 744 1-0
2-16-90
FERMI NATIONAL ACCELERATOR LABORATORY
A V
FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
CAISSON PLAN
4-1-2A TITLE I S-1 '"·
0 0 (0 c,; Ol
>- --, I
I I I
--7 I L
I I I I I L---
LJ
26-0
151-Co
(18) (17')
2-s'-o
t:)(ISTING LINl>-C Gl>-LLEIZY F. F. EL. 7441-0
I
T/G~IZAE M. EL. 74=>'-B
\ C \
\ I 3,4~
\ \
19'-0
.. , I I
I I
101-<..o
I I L-~-==j
L~===~
( Gs' C0NO2ETE SL"-P.:> ON <,," GQANWLIS~ FILL T/5Ll.b EL. 744!.o
:r,o'-o
~01-0
\~
... ,
0
R c,; Ol
>-
15'-10
PLAN SCALE 1/4' = 1'-0
,-- --7 I 1
---- X=_99,5Gl.55Z. A\ 0
""'t 0-< ,A @ 0 c:, A2
o'--7
L7 I ) I ,- I
l' I _J E)(l-:iT1NG crzos5 Gib.L..LEe'-r
I F.F. EL. 744 !...o I I r--
I "t-11
C"' 0
I 0 <,{
I I
0 ~- qq,591.4,:;,q A4'
X; 99,600
ORAWff JTH 1/17/<,o
APPROVED
SUBMITTED 2-16-90
114•.1•.r/;,..',c","'n..,_:!!,,,.....,,.;:_=~ FERMI NATIONAL ACCELERATOR LABORATORY
FEET UN!l£0 STATE$ oe,AftTIHMT OF <NtftGT
A FERMILAB LINAC UPGRADE i V LINAC POWER SUPPLY GALLERY PLAN AT EL. 7 441-0 11
4-1-2A TITLE I S-2 '"· !!!
r u~'""""' .. ,
(1.1, MIN,)
TYPICAL WALL GRADE BEAM CONSTRUCTION JOINT DETAIL
TYPICAL COLUMN POCKET DETAIL
SECTION
'·'-'
SECTION ~4 • 1-o
K
'.a Oil>I.IQUe \JieW
OF Wit>
H
TYPICAL SLAB ON GRADE CONSTRUCTION JOINT DETAIL
Roo~~i. .. ~01' 1:~l~·l"IN'51 ,r,,'i..\R 1:»0LD'aUR8
-"' <l -.;.
SECTION (9 (l
1. J ... J
5.2 i ,-: " ii-I;, ;; Ill ,=
SECTION -?J411 • tl.o
1'1. 11 Pli!EMOUI.OED
. .JT. FILL.ER
!!XGAVM't! ro ""'7ffOM oF =ere t!N~e> Pl!IJI! T"-"'TIDIJ • <:Le!.a.lJ )I.ND M'PL'/ r1f<H•A·MUTIG
. '-""flNt\O'iltR t!Y.PMl!O "'"-1!1>.• il>"""-l'ILL Wlfl,j
C!:tfl,O,,NUL.AR
SECTION C)
EX15'\7NG, =5TEE... GA.LlE"-Y cONC= WM.l-
10' eJ eJ
T/e,o~. "-'- 74-4-'0 f-.-~---'-u+---+---·---------- ----~
"' T
()
'
-9 i:-
2 -.. -~ ... ... (l ,-. ,-. '"st j j
ll 111 <I' .: .: ,-. J :i _; .. II, I!) <ll 41 ii -4 1 1 J
"' -"-!! '" " I\- ,= -
c,,"
e' Ji WNt:..PU!R (S!!E1 F'L,.N F"'" LOC,)
' I
{1o"
'.4
SECTION 0'4u=- 1to
A.4
~sr.=-
,,J.o
1Lo !
SECTION (9 ",>4'• 1'-o
.;'-.9 <()
'9 -.,.
SECTION AT, MAN DOOR STOOP
'f--->oe =-9 _<) .-1 (l = ' d\ J '<I' Ill ,-.
_j ' w
.!/' J \- .I
' '( ".s -~ IR,,1 ".s
-
-11 c)'r:, t!o , /Ji'
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t.l-4
SECTION "'4"= 1Lo
e)'
SECTION
YT I I I I
(
)
u:'J11 <ae,c-.NULlrr.JZ. F(Lt.
.'.,' :·, .·· ·. o~t ·.·o. ·. ':-•C,'.
SECTION
llESIOHED
CHECKED
FERMI feet
A V ORAWINO NO.
0 -...
SECTION ® ~4"=1'-o
.--+-,,",-----'!"' - . -~---j -:·.-;-_: ,· a., ..... -:?.
SECTION
0-..... .-c,,_ .. .....,, ... t,1
1"
2-W-90
NATIONAL ACCELERATOR LABORATORY UM ll EO 8 TAT£. n £,,\~TIO EMT Of ! N ! O 1
FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
SECTIONS
4-1-2A TITLE I S-3 "'·
i al It !!!
lv\Ae.K-
CAP 11:,
>-
DESIGN LIVE LOAD = 175 P.S.F. (FUTURE MECHANICAL FLOOR LOADING)
3- SP!--,@ 7 0
0 N
COLUMN SCHEDULE /1.'I--IG,1, /1.4-IG,I, /l.'.2..9-I8,9 Al-15,7 At- l<o,7, M-IGo,7, /1.4- IB,8 A1-I7,8 A4- 17,8
.
EL.15'8~0 1.~, ------. z'.h,. n n 1 I I
I I II t ' I II I p '
o) <() 0 <()
:S I 3: -, s: ""1 ' I
EL.7.47!/o ' I ' ' I =+ I EL.144'-o • I I ( , I ' I
-=t~ r--t- .. DASE A?_ qx.d-9 q ,o'-q I1-, I'-o q,o'-9
SETTING 1B
PC . \-I/
3<:I WIB <111
1
SECTION
(18) (17) 301-0
DESIGN LIVE LOAD= 75 P.S.F. FUTURE OFFICE LOADING CONCRETE BLOCK PARTITION
28'-o
-4-SPt..@ 7 1-<,, Z-SR'.. r;;, 7'- II
T/El<.15'f'G. coNc. WALL EL.
'>5'-o
<()
3
L~x,4
..,____ -i1 CONC Te. + 'l'i PE.
11 V11
'ZOGI>-, ETl>-L r= (4'10TAL-) T/STL EL,757'-B
W18 + L4,..4TOP
L4,31?0T.
, 30'-0
<()
,g :2 s: s .... ,
\-.1\G, + L4,4TOP ¢L4,@I
S-5
IscI0
16.
ROOF FRAMING PLAN A1
WIG
5TIFFENEl2. ft:''
SCALE 1/4" = 1'-0 T/5TI..., EL.757'-8
T/ct>-p i::>L.t,.TE T/CONC. EL.7581·0
W18
SECTION
_j
8 <D
'2.'-o IL.4 (Al
I"
l3x4 . o Si-11P i.=sE · · · "'
I ·~
··,_1,,
e,O11.eD Fll-./I5>-l EXI5TIN<'.a =Ne. WALL
E)(IST'C'I, CONC. WM.L
-\ _.1.:
SCALE 1" = 1'-0 SCALE 1' = 1'-0 ED
a)
FeAME INTO EXl51]N6 SlDP\N<:O, P'26:AST C:0NC"5l"E WC>U- p;.NEL-
4
GleT LINE
DESJGHEO
""'"" Jn-1
f FERMI NATIONAL
---.-!A~3)
X: 99,600
2-16-90
ACCELERATOR LABORATORY FEET UNITED STATEI D•PAAT•HWT 0~ .WEO<lY
A FERMILAB LINAC UPGRADE FEET LINAC POWER SUPPLY GALLERY V PLAN AT EL. 7581-011
ORAW,NQNO 4-1-2A TITLE I S-4 IIEV.
i o! If !!!
T CONC. EL.755-0
Ti:STL, j EL.7571-13
T/EX15T1C. ECL. 754 ·,_cg~-
18.8
I id-<,,
EXTEN OF CONC. M~'SOt--J..E'..~r::.
W18rL4J(.4TcP
Wl>LL -~
.J 8
!,Slo
Brn=NT CF L-4,3
L4d =T,
\....t...4 )l~ e/ca,1ssl:t --7T/CEL. 153'-8
. b/CEL. i7s1~z~ I ..,_,.
<() ,: EXl'.'>TING to::51EE Gbll..EO.Y I _';'
TOP/ EL. 7 ~~~~SL.Al?'. --~
STA-11:..Wl>.Y r-
- -
17.8 16.7 3oc_<D 1-sc10
:-:/-4½ zJ.o s'o 7~0 2.~0 7'-0 z.!o 1'0 ~c I'' l'l.Llo
I I
.Wl8~L4,4TOP ¢;L4,!>l!;,O'f, W IC..+L~K.4
C(. -=- e,/cEL.752(0 >< v a;=- / L\ L L --=- .J Cl3 Cc\ C/3 C/3 0 g u
<O <() ,: u <() <() <() s <() <O <()
<O <O u u u u u u V V - - - - - -
ELEVATION - COL LINE A4 SCALE 1/4" = 1'-0
(A)
WIC,,
A S-4
SCALE 1" = 1'-0
1A11
2.½_!1 Pl20JEC ON OF T.5
' ~I,~ g QCT (1/CONC. SLAP:>
-----"'---~EL...c 7___4_±'::.Q__
SECTION SCALE 1/4" = 1'-0 C9
t½.11 MTL. t2=FDEC~
T/CONC. DL!XI:.. EL 7571-10
ck1 CU:..Wl>.LL
SECTION SCALE 1" = 1'-0
§;) 1 '
SECTION SCALE 1" = 1'-0
3/a'P11-1e.Et>O= 12= c>4Lo o/c IN ~DHESIVI: CO£ iWG-I0\2A-Gt: IN CONCl2E,'E. Ml>-SON2.Y
C SECTION S-4 GD
------- ,..I
E ELEVATION SCALE 1" = 1'-0
EXISTING; 7' PIZECo.ST CONC. w•LL :=t.NEL
SECTION SCALE 1" = 1'-0
PLAN DETAIL
H
WIO
SCALE 1" = 1 '-0 s-4
iJ.-,::." MTL.. IZCOF OE.CL. w/NO L4,4 ~T SECTION F-1
z.-½:·4> x l'-4 LG. /l-NCl-102. D::)LT5
SECTION SCALE 1" = 1'-0
SECTION AS NOTED
Ti~'T\.... EL,757'-e,
6.1 r1--4 1-lo
1~,
' I
I'
5 '
i ti Jf C TOP I STEEL
EL, 757 1-8
8 <() ,:
ma1
EL.754'-O
LEXl'.:,TIN6 [ w10,4s coL.
l croP/CONC. SLAI;:, EL. "744 1-0
4'-5
16.1 4 1-10
EXISTINC. l" Pl2ECAST calCIZETE \,,/I.LL RNcL
EXlc,TlNG EaJF T'ZJ.)SS TS 5,5 MEMl:JEI:?
~DGjE: OF L.4"'?
DETAIL SCALE 1" = 1'-o @
DETAIL SCALE 1" = 1'-0
DETAIL SCALE 1" = 1'-0
T5 5 ,5 ON CENTEI'.. -LINE. OF =L. l>--4
c)(l'oTINGi W I0,45 COLUMN
L4x::>
MI11:E L CO~NEl2.5
I:;TINGi \o,/10x45 C:Ol.,
ECGE OF L4x4 t,.r::,OI/E.
SECTION @ SCALE 1/2" = 1'-0 7.".i
2'TH
SUBMITTED 2-16-90
FERMI NATIONAL ACCELERATOR LABORATORY FEET
0 ff IT• 0 , T .. 1 E • DE~ .. RT II E ijT Of ENE ~Q y
.ft. FERMILAB LINAC UPGRADE feel V LINAC POWER SUPPLY GALLERY
ELEVATIONS AND SECTIONS Feel 4-1-2A TITLE I S-5 REV.
i !£
LINAC POWER SUPPLY GALLERY HVAC SYSTEMS: TEMPERATURE: 68"f HEATING
78"f COOLING HUMIDITY: 55% MAX. SUMMER ( NOMINAL ) VENTILATION: 2 AC/HR ( NOMINAL ) EQUIPMENT AIR COOLING CAPACITY: 15 TONS ( 50 KW ) ( IN EXCESS OF NORMAL ROOM LOADS )
FIRE PROTECTION: DETECTION: PULL STATION AND FLOW SWITCH SUPPRESSION: OVERHEAD WET SPRINKLER SYSTEM
DESIGNED FOR NFPA STANDARD 13, ORDINARY HAZARD OCCUPANCY GROUP 2, 0.19 GPM PER SQ.FT. DENSITY OVER THE MOST REMOTE 1500 SQ.FT.
\ \
\ \ \ \
\ \ \ \ \ \ \
\
D l ~~~~E~i~Nr;~w~X~T~N~"fR 4"CHWS & CHWR MAINS AT FLOOR BELOW.~~---
D
_j --- llF----~I
1-
[ITIIIL
MECHANICAL FLOOR PLAN EL. 7 44'-0" SCALE: 1/8" =. 1'-0"
Q:i:, t;:,: ..,,_ (I) d~
ll<Z ... ...
SCALE:
LINAC EQUIPMENT COOLING CHILLED WATER: 100 GPM
50"1 MAX. SUPPLY 150 KW COOLING CAPACITY AT 1 O"f TEMPERATURE DIFFERENCE.
------®
II ~-----lll~ EXISTING PUMP ROOM AT FLOOR BELOW.
-- - -- - ----©
-------®
S,KRSTULOVICH 2-16-90
""'''" I.I.OLSON 2-16-90
2-16-90
2-16-90
2-16-90
FERMI NATIONAL ACCELERATOR LABORATORY
A V
FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
MECHANICAL FLOOR PLAN & CRITERIA 4-1-2A TITLE I M-1 REV.
/
EXISTING LINAC BOOSTER FIN. FL EL 7 --44.0'
EXISTING UNAC GALLERY FIN. FL EL 744.0'
22·-~ ' 25
·-~ t ~-: ri~ - =+ 1 1
POWER DISTRIBUTION PLAN SCALE: 1• = 10'-0" •
ENLARGED SUBSTATION PLAN SCALE: 1/1 .. = 1'-o".
SCALES:
" F[[T . F[[T
flEV, "'"' DESt<lHED
DAAWN
C1£CO<ED
N'l'!l<MD
"'"""" FERMI
A V DRAVffiG HO.
DESCIIFl10!IS -A,R,FLOWERS 2-16-90
LLEVEN/A,R,FLOWERS 2-16-90
2-18-90
2-16-90
2-115-90
NATIONAL ACCELERATOR LABORAT ORY UNITEO STATES DEPARTMENT OF ENERGY
0 FERMILAB LINAC UPGRA DE LINAC POWER SUPPLY GALLER y
ELECTRICAL POWER DISTRIBUTION PLAN
4-1-2A TITLE 1 E-1 ""'·
4DW,, 48", 2 LAMP FLUORESCENT FIXTURE,
95W., 98", 2 LAMP FLUORESCENT FIXTURE.
22·-s-100' ?
25' --------f+---------- 30'
1--------------r-===----------+---- =t - : ,.._,,. I
\ \
\ \
\ \
\ \
\ \
\
ELECTRICAL GROUND FLOOR PLAN SCALE: 1/4·= 1'-rf
\1 I ---~Ii
I I I I I I 1
16,7
SCALE:
I I
- - - ------1--1-+- I I
I I
I 15'
'""· DATE
"'''''"" ORA ..
""""'° N'PR<MD
"'"'ITTID FERMI
rm A V OfV.'MHG HO,
30'
20•-1"
TOP MAIN SLAB TOP RAISED SLAB TOP ROOF SLAB 1YP. ROOF BM.
EL.744'-0'' EL.747'-6" EL.758'-0"
W16
"""""'°"' -A,R,f'LOWERS
J.BAHKS/ A.R.f'LOWERS
2-16-90
2-16-90
2-16-90
2-16-90
2-16-90
NATIONAL ACCELERATOR LABORATORY UNITED STATES OEF'ARTME'.NT OF c'.NEROY
FERMILAB LINAC UPGRADE LINAC POWER SUPPLY GALLERY
ELECTRICAL PLAN
4-1-2A TITLE 1 E-2 ""'·
0 m m
5
71--;---._~?._~,,~.---J-8+-_-_====-~~~•,c'-',"'j, ----1--====_:;1-~,cc,~.-"~"=====T~D;-=====~"-~'~'--,"'~"-=-=-=-=-~~E=-=-=-=-=--~-z~,.,._~~ .. -__ = __ ~_-_-:==~==--::'_1-':_•''._<>,'"__"-::_-_:_-_:_-_--1G;==-;-; ~2~,.,c,~"-::_-::_-_:_-_:_-_~--,'_--,'-,./---I r
1 EXISTl~G A-O LAB BUIL~ING i
MEZZANINE PLAN FINISH FLOOR ELEVATION 758'-8" J/~• ... 1.0"
EXISTING A-0 LAB BUILDING
GROUND FL,OOR PLAN FINISH FLOOR ELEVATION 747'-2" l}e>"-1~0·
NEW LINAC/ A-c0 ASSEMBLY AREA
I
1 I I
___ L_'l:_ I __ l_ __ L FUTURE FURNITURE PARTITIONS
--T--1
I
I I
_ _ _L_r-
MECHANICAL
HIGH BAY AREA OVERHEAD WAVE GUIDE 4P II II II II II
BENCHES I I I r.::::::::::J
ONVENTORY [11 I I = -0l :~~~-:L AREA STORAGE AREA ASSEMBLY AREA lcoyTR~L twjt<s I - ~==~ r-
oe PULSE Im POWER FORMING I -,. -C STORAGE I SUPPLY NETWORK ON'
______ I ----L1t-le0f!~'l,'l,J,,.)Jl1.JE:7-- I_ 1 ~--_j
--- --- -- - ~NECOVERAGE :___J--- ---._ ---1<~ TUNING AREA VACUUM AND WATER AREA (lo ro..i C,!,.f'AC..l'f'()) TRUCK UNLOADING AREA 'y-
=-- _n m_ nlilffi_ = [Li l1l UGHT FABROCATOON AREA
NEW LINAC/ A-0 ASSEMBLY AREA
EXISTING A-0 s1RVICE BUILDING
EXISTING A-0 SERVICE BUILDING
3: 1,·,1·-0·4, O
¢"· 8 Sc•l•
Wf- 1,;:1 ·-0'4 -,a:: 0 Seil• a::z Q.
w
Cf ,:,;., fLLV, -25!.f'°!·~
------w1:,.vec;\JJDEi
~~,t"~
1..»i.lu1.c;,
\ J.b4K.-e-T
"'"~ ~.f.'#"'-'+ I
SECTION 0!) 1/Ar"•l'--o"
. 12 16 20 FERMI NATIONAL ACCELERATOR LABORATORY F••I U ~IT! D a TAT! I D! p ART U ! T Op IN IR a T
A FERMILAB LINAC UPGRADE i F••I LINAC/ A-0 ASSEMBLY AREA V al EQUIPMENT PLAN .. ...
DIIAWINONO. 4-1-28 TITLE I EQ-1 !!I
ii +
DEMOLITION PLAN SCALE. : I 11
:c '201
-- J::-;::-<_ 0
DEMOLITION WORK: Dl TRAILER RELOCATED BY FERlilILAB.
D2 NITROGEN DEWAR RELOCATED BY FERMILAB.
D3 REMOVE36' OFGUARDRAILAND-4 CONCRETE SUPPORTS.
D~ TElilPORARILY REMOVE 38' OF GUARDRAIL AND -4 CONCRETE SUPPORTS.
05 REMOVE 5' OF GUARDRAIL AND 3 POSTS.
06 SAWCUT 100' OF BITIJlilINOUS PAVEMENT.
07 DEMOLISH 925 S. Y. OF BITUMINOUS PAVEMENT (SHADED).
08 DEMOLISH CONCRETE APRONS.
09 REMOVE 5 BUMPER POSTS.
010 DEMOLISH CONCRETE \t!ALK.
011 REIi.DYE 20' OF 101 Cl.IP.
D12 REMOVE CATCH BASIN, FRAME AND GRATE.
D13 Rewove BITUMINOUS PAVElilENT AT STORM SEWER CROSSING (SHADED).
l.l a I
EXISTING A-0 LAB
FlN,FL,. EL, P<:11,!7
+ X:100,000
--~-~-;~d"w (-==. 1.'INW
SITE PLAN
11.1-0
f
1-Z M <f, CMP w/ ENO ~e.cnoN
PAVEO 5WALE AT 5AG
SECTION C9
o:i: UJl--¢>
~ ,_ <J) ,0::
1 • • 20 -0·2·~:.~'!T'.~. 'liiil"""°'"'"~'°~;;;;;i'!.-#i.i°
319: l '·o·: .... ~1"' • .,..,..,__;., .... _,,, .. ,~.-! ..
UJ
00 o::z 0.
SITEWORK: 1. PROTECT EXISTING UNDERGROUND CONCRETE
ENCASED 13.SK POWER DUCT.
2. PROTECT UNDERGROUND CONCRETE ENCASED COUMUNlCATION DUCT.
3. PROVIDE 20 l.F. OF 10' CUP STORM SEWER ANO REINSTALL CATCH BASIN TO INTERCEPT PAVED SWALE.
4. PROVIDE CATCH BASIN TO INTERCEPT PAVED SWALE AND 30 l.F. OF 12' (MP STORM SEWER WITH ENO SECTION. REPAIR RING ROAD.
5. CONSTRUCT 150 L.F. OF PAVED SWALE BETWEEN EDGE OF RING ROAD PAVEMENT AND BUILDING FOUNDATIONS.
6. PROVIDE 100 L f. OF GUARDRAIL MOUNTED TO FOUNDATION WALL.
7. REINSTALL GUARDRAIL ANO CONCRETE WPPORTS, ADD 12.5 L.F. OF NEW GUARDRAIL AND ONE CONCRETE SUPPORT.
8. CONSTRUCT 4' X 4' CONCRETE STOOP AT PERSONNEL DOOR.
9. CONSTRUCT 6' X 9' CONCRETE PAD FOR CHILLER.
10. EXTEND EXISTINQ HARDSTANO WITH 18' THICK CRUSHEO STONE. PROVIOE 3 1
THICK BITUMINOUS PAVING AT CONCLUSION OF WORK.
11. PROVIDE 5' WIDE WALK CONSISTING DF 8' CRUSHED STONE BASE AND 2 1 BITUMINOUS PAVEMENT.
12. REGRADE 150 l.F. OF EXISTING DITCH,
13, CoHSTRUCT 3-5M PVC CONDUITS EUCASED JUCOtlCRETE,
T, PAWLAK.
E.'i<l5i'(),,.IG, ,A.o 61!.RYtGI!.
1!!,U!L.cLMGi
FERMI NATIONAL ACCELERATOR LABORATORY
A V
FERMILAB LINAC UPGRADE LINAC/ A-O ASSEMBLY AREA SITE AND DEMOLITION PLAN
1-, .. -.,-,-,.-.-_ _,__4 ___ 1 ___ 2_s ___ T-1T_L_E_1 ___ c_--1~----'!!?
PARTIAL PLAN EXIST'G k-0 LAB BUILO'G
"""""--·-!':tmc. COIG,,e:t..«-1'- \IJ.1Ll-/.10 c.+1~6t, '-....... _ _.,,.'
9
u 11 11 11 11
I
• y G\fl!i"l,,>'tol"mt'Nr,),!.016
l'o-(J~~~INC.
SOUTH ELEVATION EXISTING A-0 SERVICE BUILD'G
~I
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q-3 ..
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11 I i r LI i . :,T J i ' '
I! WEST ELEVATION EXIST'G A-O SERVICE BUILD'G
1\¥.fP,.LL ffl~ ;;1-10 ~IA--~e ! I /1,.,...f'/>+'.A~C,<..'t"·O!'r"
[ _}-~?,.{~t~ . I
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l~'iibHJ~ ~'?VH6
I e;,'J!l'r1Nt; l~rD M_~-:ilOINf, 7t') ~ll-i
NORIH ELEVATION EXIST'G A-0 LAB BUILQ'G
r___:------
1 I I
r I ·o I I I
! I I_ I I
PARTIAL PLAN EXIST'G A-O SERVICE BUILD'G ..
3: '":c >1;-1·-o·:,.,,
111z--1·-o·!":."'.~,.=..,...,;;.,...,..~,"',"'":i., a::z n.
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FERMI NATIONAL ACCELERATOR LABORATORY
A V
FERMILAB LINAC UPGRAIE LINAC/ A-0 ASSEMBLY AREA
DEMOLITION PLANS, ELEl,11J)ONS
4-1-28 TITLE I D-1' ""·
I T T
_EXIST'G -0 LAB BUILD'G
SERVICE ABEA
l -)~-
T
~-
HIGl::!_BAY ASSEMBLY AREA
GROUND FLOOR PLAN OF ASSEMBLY AREA
EXIST~ICE CORRIDOR TO CROSS GALLERY
,. :i NEW PASSAGEWi':
Jti!..U':1:
"';:!
,, _,
1.8
i
EXISTING A-0 SERVICE BUILD'G
i
DESCRIPTIONS
OE91DHED
'""'" APPROVED
sun1,11nEo
FERMI NATIONAL ACCELERATOR LABORATORY f••l \ll<IT!O •TATEi DE•AATllll<T O• fllfftGY
A FERMILAB LINAC UPGRADE
V LINAC/ A-0 ASSEMBLY AREA GROUND FLOOR PLAN
DIIAWIHQHO. 4-1-2B TITLE I A-1
i ,l I:! !I!
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CD-~-i
I
t,'·1'+' '"' •_G__IECl::L AREA_ I
~·
- '• µ:~hl f----------
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f----------
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t
l §i EXIST'G STAIR #2 ,,_
l ------+ I _tj -
1----:rn t I
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JANITOR'S C i
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r t --•;l"!.!.{O" 1-¾- -23~(/
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I '7'·0~ ~~o· 114~ l!-f4' f'-'1+' l!it" ,'d r~o· I 9,0· I 9'-o' ,,/ri4 ,,,.~,~· !5'-o'
I ;i'-d i 1fi-o•
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1> UNAC/ A-0 SSEMBLY AREA RO F I
D
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I
ROOF PLAN OF A-0 BUILDINGS !/111'1 = l'-o~
I OFFICE-TECH. SPACE
I
q-}L!J~~ ,z~'-v" ,Z,31-t;I
, I -1-
MEZZANINE PLAN
EXIST'G A-0 SERVICE BU\ill'G_fil)!)f
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FERMI NATIONAL ACCELERATOR LABORATORY UNITED STATES DEPARTMENT OF' E:NE:RGY
fttT A FERMILAB LINAC UPGRADE V LINAC/A-O ASSEMBLY AREA
ELECTRICAL GROUND FLOOR PLAN
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A,R,FLOWERS 2-16-90 J,BANKS/ A.R.F'LOWERS 2-16-90
2-16-90
2-1.6-90
2-16-90
NATIONAL ACCELERATOR LABORATORY UNITEO ST .... TES DEPARTMENT OF ENERGY
FERMILAB LINAC UPGRADE LINAC/A-0 ASSEMBLY AREA
ELECTRICAL MEZZANINE FLOOR PLAN 4-1-2B TITLE 1 E-2 ""·
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2. ACTIVITY STATUS:
DUMMY ACTIVITY FOR LOGIC RELATlOH8HlP HAS ZERO DURATION
NON-CRITICAL A.CtlVITY
CRITICAL PATH
3. NETWORK LOGIC RULES:
1. 'B' CANNOT BEGIN UNTIL 'A' IS COMPLETED
2. 'D' CANNOT BEGIN UNTIL BOTH 'A' l 'C' ARE COMPLETED
3. '8' DOES NOT DEPEND ON 'C'
-4. INTERFACE ACTIVITIES :
INTERFACE CONVENTION' IS USED TO AVOID DRAWING UNUSUALLY LONO ACTIVITY ARROWS
0-~-•{¥1 SHEET +1 W/NODE .. 21 ON SHEET tr,2
(Y->--8 SHEET .,.2 W/NODE .-13 ON SHEET ,J 1
ti, MILESTONE EVENTS:
A SIGNIFICANT EVENT IN THE ' PROJECT FOR WHICH A BCHED.
DATE HAS BEEN 8PECIFlED V CALENDAR DAYS CONVERTED FROM WOIIK DAY TOTALS
EVENT TITLE & NUMBER
4c.o .• 171 DATE:
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t. A81tftEVIATIONS : 1'-a-1" • P'OftM !'LACI! l'IH4F, STL,
l H..ACE CONCPtt:TE LP,O, - ~8U£ P'URCHAIE ORDER P.S,D, • PftlPAIU! IHOP Dl'IWQI. A.I.D. • APPftOYE IHOP DftWQS.
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FERMI NATIONAL ACCELERATOR LABORATORY TCO STATES OEPAlllMENl OF ENEAG¥
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A FERMILAB LINAC UPGRADE 9J WBS 1.2.I ANO W88 1.2.2
... CONSTRUCTIOH NETWORK DIAGRAM of 1---~----~-~ 4-1-2 TITLE t CPM-1 .... ii
Appendix F
CPM NETWORK - CONSTRUCTION SCHEDULE
4-1-2
Appendix F
CPM NETWORK - CONSTRUCTION SCHEDULE
CPM-1
CPM-2
WBS 1.2.1 and WBS 1.2.2 Construction Network Diagram WBS 1.2.3 and WBS 1.2.4 Construction Network Diagram
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FERMI NATIONAL ACCELERATOR LABORATORY
A V
FERMILAB LINAC UPGRADE was 1.2.3 AND was 1,2.4
CONSTRUCTION NETWORK DIAGRAM
4-1-2 TITLE I CPM-2 "'·