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

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C!:tfl,O,,NUL.AR

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EX15'\7NG, =5TEE... GA.LlE"-Y cONC= WM.l-

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~sr.=-

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1Lo !

SECTION (9 ",>4'• 1'-o

.;'-.9 <()

'9 -.,.

SECTION AT, MAN DOOR STOOP

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_j ' w

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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

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16.

ROOF FRAMING PLAN A1

WIG

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SCALE 1/4" = 1'-0 T/5TI..., EL.757'-8

T/ct>-p i::>L.t,.TE T/CONC. EL.7581·0

W18

SECTION

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l3x4 . o Si-11P i.=sE · · · "'

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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

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Wl>LL -~

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17.8 16.7 3oc_<D 1-sc10

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ELEVATION - COL LINE A4 SCALE 1/4" = 1'-0

(A)

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SCALE 1" = 1'-0

1A11

2.½_!1 Pl20JEC ON OF T.5

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-----"'---~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

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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

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"'"~ ~.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

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NORIH ELEVATION EXIST'G A-0 LAB BUILQ'G

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PARTIAL PLAN EXIST'G A-O SERVICE BUILD'G ..

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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

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GROUND FLOOR PLAN OF ASSEMBLY AREA

EXIST~ICE CORRIDOR TO CROSS GALLERY

,. :i NEW PASSAGEWi':

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1.8

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EXISTING A-0 SERVICE BUILD'G

i

DESCRIPTIONS

OE91DHED

'""'" APPROVED

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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

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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

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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 "'·