Specifications_1886_BAEY_DCGS_24JAN14.pdf

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BEALE AIR FORCE BASE, CA

SPECIFICATION NO.: 1886

DRAWING FILE NO.: 131-25-1383

US Army Corps of Engineers Sacramento District

JANUARY 2014

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

TABLE OF CONTENTS

ATTACHMENTS:

ATTACHMENT NO. 1 – NOT USED

ATTACHMENT NO. 2 – NOT USED

ATTACHMENT NO. 3 – NOT USED

ATTACHMENT NO. 4 – CONTRACTOR PREPARED AS-BUILTS

ATTACHMENT NO. 5 – MILCON PROJECT CLOSEOUT (REDZONE MEETING)

ATTACHMENT NO. 6 – CONSTRUCTION SECURITY PLAN

TECHNICAL SPECIFICATIONS:

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

DIVISION 03 - CONCRETE

DIVISION 04 - MASONRY

DIVISION 05 - METALS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DIVISION 08 - OPENINGS

DIVISION 09 - FINISHES

DIVISION 10 - SPECIALTIES

DIVISION 12 - FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

DIVISION 22 - PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

DIVISION 26 - ELECTRICAL

DIVISION 27 - COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

DIVISION 33 - UTILITIES

DRAWINGS:

GENERAL

CIVIL

LANDSCAPE

STRUCTURAL

ARCHITECTURAL

FIRE PROTECTION

PLUMBING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

ATTACHMENTS

ATTACHMENT NO. 1

NOT USED

ATTACHMENT NO. 2

ATTACHMENT NO. 3

ATTACHMENT NO. 4

CONTRACTOR PREPAIRED AS-BUILTS

Preparing As-Built Drawings INSP05L0.DOC Effective 09/13/04

Rev 1

Preparing As-Built Drawings

Scope

This instruction covers preparing high-quality As-Built drawings to show changes made to the project during construction. As-Built drawings are an official record of the project at the time of construction completion. The original "as-designed" contract drawings and specifications are modified to show all additions, deletions and other changes made during construction. Accurate as-built drawings are very important for project operation and maintenance, and future modifications, particularly for plumbing and electrical systems, which are hidden from view.

References − CADD/GIS Technology Center Architectural, Engineering, and Construction (A/E/C) CADD Standards[https://cadbim.usace.army.mil/]

Definitions.

See the Glossary of Engineering Quality System Terms and Acronyms [REFQ10L0], for definitions.

Contractor Markups - Drawings that are marked and annotated to show the project As-Built and constructed by the contractor. They are part of the working as-built set.

As-Built Drawings - The amended "As-designed" drawings revised to show the project as the contractor built and constructed it. The revisions from Contractor Markups and field inspection notes are transferred to the Final as-built set of drawings. The final as-built drawings include modifications during construction, field requested changes, shop drawing modifications, and contractor designs.

As-Constructed Drawings - These are As-Built Drawings for Civil Works Projects. The term As-Built used in these instructions is synonymous.

Working As-Built

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction. Working as-built drawings shall be kept current on a weekly basis and at least one paper set of as-built drawings shall be available on the jobsite at all times.

Areas of Concern

There are some general items that need some special checking to ensure that the marked-up prints are complete and accurate. The working as-built shall show, but shall not be limited to, the following:

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division http://tsc.wes.army.mil/products/standards/aec/intro.asp http://iso9000.spk.usace.army.mil/docs/REFQ10L0.pdf

Rev 1

(1) The actual location, kinds and sizes of all of existing and new utility lines, especially underground lines within the construction area. Measurements will be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, clean outs, meters, etc. The descriptions of exterior utilities shall include the actual quantity, size, and material of the utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

(2) The location and dimensions of any changes within the building structure.

(3) Layout and schematic drawings of electrical circuits and piping.

(4) Correct dimensions and details transferred from shop drawings.

(5) Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

(6) Actual location of anchors, construction and control joints, etc., in concrete.

(7) Changes in location of equipment and architectural features.

(8) Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints. Cross out such words and phrases as "optimal requirement," "or equal," etc., and list specifically the items of material provided.

(9) Unusual or uncharted obstructions that are encountered in the contract work area during construction.

(10) Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

(11) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(12) The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

(13) If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

(14) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems

(15) Changes or modifications that result from the final inspection.

Mark-up Guidelines

The following information is provided to improve the quality of the marked-up prints and thereby facilitate preparation of final as-built drawings. The most important guideline is that the marked-up changes on the prints shall be complete and understandable. Visits to the site by the draftsperson, or visits to the draftsperson by the construction superintendent, can be minimized by providing complete and understandable marked-up prints.

(1) Frequently use written explanations on As-Built drawings to describe changes - do not rely totally on graphic means to convey the revision.

(2) Legibility of lettering and digit values shall be precise and clear when marking prints, and clarify ambiguities concerning the nature and application of change involved.

(3) Wherever a revision is made, make changes to affect related section views, details, legend, profiles, plans and elevation views, schedules, notes and call-out designations, and mark accordingly to avoid conflicting data on all other sheets.

(4) When changes are made, cross out all features, data and captions that relate to that revision.

(5) When changes are required on small-scale drawings and in restricted areas, suggest large-scale inserts be drawn or sketched, with leaders to the location where applicable.

(6) Provide a legend if colors other than the "base" colors of red, green, and blue are used.

Be sure descriptive markings conform to legend symbols shown.

(7) Be sure to add and denote in legend, any additional equipment or material facilities, service lines, etc., incorporated under As-Built Revision if not already shown in legend.

(8) When attached prints (or sketches) are provided with marked-up print, indicate whether:

a. Entire drawing shall be added to contract drawings or

b. Whether the contract drawings shall be changed to agree, or

c. For reference only to further details not required for initial design.

(9) Make the comments on the drawing complete without reference to letters, memo's, or materials that are not also a part of the As-Built. Annotating the drawing, “Per Change Order #42,” means nothing when the actual change order states, “added an additional 12 duplex” outlets or similar statements. The same is true when the drawing is marked, Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

“changed per COE instructions.” This office and ultimately the using organizations must know what was changed, how it was changed, where the items(s) were relocated to and how the affected connections were altered. Change Orders usually do not provide information as to how the facility was changed, only what was changed.

(10) The markups shall be accomplished on blue or black line prints of the most current originals.

(11) Shop drawings are to be incorporated into the As-Built drawings. They will be provided in electronic CADD file format and conform to the Sacramento District CADD Standards and the A/E/C CADD Standards. Hand drawn or plotted paper shop drawings will not be accepted as submittals.

The hand drawn or plotted paper shop drawings are not usable as original drawings for several reasons.

a. The "shop drawings" are not reproducible in blue line form.

b. The drawings are not of an adequate scale or are drawn to no scale and are not transferable to the CORPS drawings due to lack of information.

c. The limited numbers of reproducible shop drawings that have been received have not been on the Corps of Engineers standard sheets sizes making it difficult to convert these drawings to standard COE drawings.

Any drawing provided by non-COE sources will be drawn in CADD. Sheets shall be drawn at the same scale as similar drawings in the set (example: Fire alarm systems shall be drawn to the same scale as the plumbing or electrical drawings). The drawing shall meet the same standards required for the rest of the drawings set. Sheet number, detail number, etc shall tie details and sketches to existing drawings.

FINAL AS-BUILT DRAWINGS

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

DRAFTING STANDARDS

The Corps requires that standard professional engineering drafting practices be utilized in correcting the original electronic CADD drawings to show as-built conditions. In general, the letter styles, line thickness, and scale will be the same as the original drawings. When shop drawings or other sheets are added, they will be drawn in electronic CADD.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

CADD Standards: File Naming Convention will be maintained on all existing CADD files and followed for any new files added. The Contractor shall revise CADD files as-built drawing layers, to show the as-built conditions during the prosecution of the project. All as-built “triangle” changes shall be on a separate single layer, using a single color, with an associated medium pen width.

• Name the layer AS-BUILT for AutoCAD files (DWG).

• MicroStation files (DGN) use:

− Level #63 − Level/Layer Name contains: ANNO-REVS − Level/Layer Description: Revisions

The following specific requirements apply to the preparation of as-built drawings:

The Title Sheet (first sheet): The first sheet will be labeled with the word AS-BUILT. The words CONTRACT NUMBER and the actual contract number will be entered as shown on attachment

1. The contract number contains the Fiscal Year, the letter C (for construction), and the sequence number (example: 96-C-0000). No other work need be done on this sheet unless sheets are being added or deleted from the List of Drawings or other actual changes are made on this sheet. (See Attachment 1.)

The second and subsequent sheets: All the sheets following the title sheet will be labeled with the AS-BUILT stamp. (See Attachment 2.)

Signature representation (CADD files only): All signatures that appear on the approved original design drawings need to be represented on all the electronic as-built files. The format for these are /s/Name (i.e. /s/Raymond Dennis). The only name that does not require the /s/ is the District Commander’s name that appears only on the cover sheet (the title sheet). (See Attachments 1 & 2.)

Revisions Block entries: Those sheets, which have no changes, will only be labeled AS-BUILT as described above. Those sheets which have changes shown on them will have REVISED AS-BUILT entered in the first available space. This will be revision one and a number 1 will be entered in the triangle at the beginning of that line. In the event the sheet has already been revised and a number and revision appear in the revision lines the next sequential number will be used. Normally the first entry is made in the first line. The completed originals CADD file drawings will be reviewed for accuracy and initialed by the Contractor. (See Attachments 2 & 3.)

Marking Revisions: Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1 deleted. The triangles will contain the same number as the As-Built revision on that sheet. (See Attachment 4.)

Revision Annotations:

Deletion - to show an item was not installed, cross the item out on the drawing along with any associated devices, connecting lines, ducts, pipes etc., including notes and dimensions.

To show a detail is not being used, box the detail and letter NOT USED across the detail. A box will be drawn on the sheet with an X as shown in Attachment 5. The words NOT USED will be in heavy block lettering a minimum of 5/8" high. Place a triangle and revision number inside the box where notes are indicated as not being used.

Notes - draw a line thru the note or line item in a table in lieu of erasing the line item or note. A triangle and number will be placed near the deleted item.

Additions - show a new or additional item or items and associated connections made if the print indicates such connections. A triangle and number will be placed near the new item.

All lettering will conform to the existing lettering on each sheet.

Relocations - draw the item in the new location and erase it from the old location. All connections will be transferred if applicable, such as wiring, piping, and ducts. Revision triangles with appropriate number will be shown at the new and old location.

Drawing continuity: The applicable drawings shall be marked-up when a change was made, although this will not always be the case. Final responsibility for drawing continuity is with the person doing the As-Built. When one floor plan indicates a wall, room, doors etc., has been changed, the same change shall be made on all other applicable drawings. When the change is applicable to only one discipline such as electrical and does not directly affect other discipline sheets, a note may be added to other discipline sheets such as "See sheet _____ for As-Built Conditions.”

Shop drawings: When shop drawings are added to the original contract drawing set they need to be appropriately labeled with the Sacramento District file number, and discipline and sequence sheet number. The Index of Drawings will also need to be revised to show the additional sheet

(s) with the appropriate sheet title. In the case where the shop drawing are smaller than the Corps standard sheet size (i.e. 8.5"x11" or 11"x17" etc.) the sheets will be cut into a standard Corps sheet size border sheet and appropriately labeled. (For additional information refer to Mark-up Guidelines, Shop drawings above.)

Distribution

Archives Unit

Contractor*

Resident Engineer*

Specification Engineer

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Ownership

The Archives Unit [Raymond.E.Dennis@usace.army.mil?Subject=INSP05L0-Preparing As- Built Drawings] is responsible for ensuring that this document is necessary and that it reflects actual practice.

Activity Preface

These tasks are performed whenever changes, additions or deletions from the original "as-designed" contract drawings and specifications are made during construction.

Prior Activity

Creation, Packaging, and Delivery of Project Documents [PROP09L0]

Contractor

1. Print two sets of paper drawings and specifications for working as-built.

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction.

2. Mark working as-built set to show changes, additions or deletions.

Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or deleted. The triangles will contain the same number as the As-Built revision on that sheet.

(See Attachment 4.)

Changes, additions or deletions will immediately be noted on each of the working as-built set by redline process. No other marks, doodles, notes, or annotations shall be put on these sets of working as-built prints. All changes from the contract plans, which are made in the work, or additional information which might be uncovered in the course of construction will be accurately and neatly recorded as they occur by means of details and notes.

All changes and/or required additions to the paper prints will be clearly identified in color contrasting to black, as follows:

Colors shall be the "base" colors of red, green, and blue. Color code for changes shall be as follows:

(1) Deletions (red) - Deleted graphic items (lines) shall be colored red with red lettering in notes and leaders.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division mailto:Raymond.E.Dennis@usace.army.mil?subject=INSP05L0-Preparing As-Built Drawings] mailto:Raymond.E.Dennis@usace.army.mil?subject=INSP05L0-Preparing As-Built Drawings]

Rev 1

(2) Additions (Green) - Added items shall be drawn in green with green lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes shall be in blue.

The working as-built sets will be annotated in as much detail as necessary to clarify exactly what construction changes were performed.

3. Transfer the changes from the working as-built marked prints to the "as-designed" electronic CADD files.

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files on a monthly basis. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project).

If Project feature complete, goto task #4. Otherwise, goto task #2.

4. Submit As-Built drawings for review.

The contractor shall submit the Final As-built conditions on a new CD to the Resident Engineer in the customer specified electronic format as a Government, District Office Approval (G, DO) required submittal.

Resident Engineer

5. Review As-Built drawings.

The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

If As-built OK, goto task #7. Otherwise, goto task #6.

6. Note required corrections on submittal and return to Contractor.

Goto task #3.

7. Notify Contractor of submittal acceptance.

If Final Submittal, End of activity; Goto Managing As-Built & As-Constructed Drawings [PROQ08L0]. Otherwise, goto task #2.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Flow Chart Preparing As-Built Drawings

PROP09L0

Start

Contractor Print two sets of paper drawings & Specs for working as-built. (1)

Contractor Mark working as-built set to show changes, additions or deletions. (2)

Contractor Transfer changes from working as-built marked prints to "as-designed" electronic CADD files. (3)

Proj feature complete?

Contractor Submit As-Built drawings for review.

(4)

Resident Engr Review As-Built drawings. (5)

As-built OK?

Resident Engr Note required corrections on submittal & return to Contractor. (6)

Resident Engr Notify Contractor of submittal acceptance. (7)

Final Submittal?

End

PROQ08L0

A

B

B

A

Y

N

Y

N

Y

N

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

ATTACHMENT NO. 5

MILCON PROJECT CLOSEOUT (RED ZONE MEETING)

ENGINEERING AND

CONSTRUCTION BULLETIN

No. 2008-18 Issuing Office: CECW-CE Issued: 9 Jun 2008

Subject: MILCON Project Close-out, the RED ZONE Meeting Video

Applicability: Information

1. The purpose of this ECB is to provide an update to a web link that was provided in ECB 2004-21 entitled “MILCON Project Close-out, The RED ZONE Meeting,” and instructions for accessing the TEN site and saving the file.

2. The referenced ECBs provided a web link to access the “Red Zone Video” with file name of RedZonecpressd.avi. However, this web link no longer exists.

3. To access the Red Zone Video, created by Air Force Air Combat Command, the following link to the USACE Technical Excellence Network (TEN) site is provided:

https://ten.usace.army.mil/TechExNet.aspx?p=s&a=Courses;275

4. Users that have never accessed TEN before with their CAC card will not be taken directly to the Red Zone page upon clicking the above URL. Instead first time users of TEN will be taken to a personal page automatically created for them by TEN. It is recommended such users view the FAQ page in TEN to see how first time users can set-up their personal page with basic contact information and more advanced features such as relating themselves to CoPs or other knowledge areas contained in TEN. After first time users have established a page in TEN they can either close TEN and then re-hit the above URL or go to it by choosing from the left side button “Educational Resources”, then “non-PROSPECT”, and then choose “Red Zone” from the alphabetical listing.

5. Upon getting to the Red Zone page to view the video: Click on the URL shown on the TEN page. The file will download and you can view it through Windows Media Player. This download can take up to 5 minutes. If you desire, you may save the video to your local PC. To do so choose save to “Desktop” or “Copy to Folder” after the video has been pulled up by Windows Media Player and click on FILE, then click “SAVE AS” your choice of Desktop or to Copy to Folder. You may also create a CD of the video by using your CD creation software after saving the file. Contact your local help desk for instructions.

6. HQUSACE point of contact for this ECB is Paul Dicker, CECW-CE, 202-761-0995.

//S// James C. Dalton, P.E.

Chief, Engineering and Construction Directorate of Civil Works https://ten.usace.army.mil/TechExNet.aspx?p=s&a=Courses;275 a0edesgb Text Box Expiration of this ECB is extended to 8 October 2012 under the direction of JAMES C. DALTON, P.E., Chief, Engineering and Construction, Directorate of Civil Works.

The point of contact for this ECB is Paul Dicker, CECW-CE-D, 202-761-0995.

ENGINEERING AND

CONSTRUCTION BULLETIN

No. 2004-21 Issuing Office: CECW-E /CEMP-I Issued: 15 Dec 2004

Subject: MILCON Project Close-out, The RED ZONE Meeting

Applicability: Guidance

Note: This is an update of ECB 2002-14, which expired on 22 May 2004.

1. The U.S. Army Corps of Engineers is endorsing the Air Force’s Air Combat Command (ACC) initiative called The Red Zone Meeting as an approach for timely completion and close-out for MILCON projects. The Red Zone meeting gets its name from the football term used to describe the team effort to move the ball the last 20 yards into the end zone. The close-out of a MILCON project sometimes can be equally as hard and most definitely requires the whole team’s efforts.

2. The Red Zone meeting is held approximately 60 days before the anticipated Beneficial Occupancy Date (BOD). The whole Project Delivery Team (PDT) meets to discuss the close-out process, to schedule the events and assign responsibilities for actions necessary to produce a timely physical, as well as fiscal, project close-out. Enclosed is a copy of the ACC brochure describing their program.

(Enclosure1)

3. The Corps of Engineers will apply the Red Zone meeting process to all MILCON projects. The Red Zone meeting should be included in every Project Management Plan (PMP). Ongoing projects with existing PMPs should incorporate Red Zone meetings if project BOD has not been reached. The Corps’ Project Manager will schedule the meeting and ensure all the key players attend. The enclosed sample checklist (in Word) will help to ensure key milestones are discussed. (Enclosure 2) This file can be customized to include unique requirements for individual projects.

4. The Red Zone Video has been loaded on the Corps’ FTP site at ftp://ftp.hq.usace.army.mil/video. The file name is RedZonecpressd.avi. There are a few options to view the video: 1) Double-click on the file name. The file will download and you can view it through Windows Media Player. This download can take up to 5 minutes. 2) Right-click on the file name and select “copy to folder”. Then select “desktop” or “create new folder”. Choose the directory where you want to save the file to and save the video file.

3) Create a CD of the video by using your CD creation software. Contact your local help desk for instructions.

5. POCs are Mark Grammer, CECW-SAD, 202-761-4108, and Jane Smith, CEMP-II, 202-761-5771.

2 Encls ftp://ftp.hq.usace.army.mil/video

SAMPLE

Red Zone Meeting Checklist

Date:_____________

Contract No.

Description / Location

Contractor Contracting Officer

Action Completion Milestone √

Inspections Fire

Safety Pre-final

Mechanical Test & Balance Commissioning Landscaping Complete Beneficial Occupancy Date (BOD) Furniture Installation Comm Installation As-Built Contract Drawings Provide all O&M manuals, tools, shop drawings, spare parts, etc. provided to customer

Provide Warranty documents to Customer

Contract completion Final Inspection User move-in DD Form 1354, Transfer of Real Property completed & signed

Ribbon cutting DD Form 2626 - Construction Contractor Performance Evaluation

DD Form 2631 – A-E Performance Rated after Construction

Final Payment Completed Release of Claims Return of Unobligated Funds Move Project from CIP to General Ledger

Financial completion

ATTACHMENT NO. 6

CONSTRUCTION SECURITY PLAN

UNCLASSIFIED

CONSTRUCTION SECURITY PLAN

FOR

BAEY 143000

DGS-2 OPERATIONS CENTER PROJECT

548TH INTELLIGENCE, SURVEILLANCE, & RECONNAICANCE GROUP

BEALE AFB, CALIFORNIA

SITE SECURITY MANAGER: Mr. Sean Beermann

- DSN: 368-7076

- COMM: 530-634-7076

- NIPRNet E-mail: sean.beermann.1@us.af.mil

PROCURMENT AND TRANSPORTATION

A. PROCUREMENT PLAN: Construction material will be procured in the United States and in accordance with Federal Acquisition Regulations. The Site Security Manager (SSM) will maintain records of all material procurements.

B. NON-INSPECTABLE CONSTRUCTION MATERIALS: Will be procured from random U.S.

vendors.

C. TRANSIT PLAN: No transit plan is required. All materials are destined for use within the

U.S.

D. SECURE STORAGE: The construction site is located at 10763 B Street, Beale AFB and has been designated Building Number 2142 by the 9th Civil Engineering Squadron’s Real Estate Officer. Upon arrival at the site, all construction materials will be stored within the Secure Storage Area (SSA). The SSA will be located on or near the job site as determined by the SSM and will consist of security fencing with gates secured after hours by Sergeant and Greenleaf model 8077AC combination locks which will be supplied by the SSM. The job site and SSA will have random armed security patrols conducted 24/7 by SECRET cleared 9th Security Forces Squadron (9 SFS) members.

E. INSPECTION REQUIREMENT: There are no inspection methods required. All construction materials will be procured and are destined for use within the U.S.

CONSTRUCTION AND SECURITY PERSONNEL

A. CITIZENSHIP AND CLEARANCE REQUIREMENTS FOR WORKERS: General Construction personnel will be comprised of uncleared U.S. citizens and uncleared U.S. persons. The general contractor will provide prior to their arrival on site copies of each worker’s INS form 9 with copies of the two supporting documents and their 9 SFS issued base entry credential or a Department of Homeland Security (DHS) E-Verify printout with copies of the supporting documents and their 9 SFS base entry credential. The 9 SFS will conduct a local records check of each worker prior to issuing entry credentials. Finish work will be accomplished by uncleared U.S. citizens and uncleared U.S. persons.

B. CONSTRUCTION SURVEILLANCE AND ESCORTS: The SSM and Beale AFB Special Security Office (SSO) staff will conduct random inspections and surveillance of the work site and personnel during the general construction phase of the project. The general contractor will provide a daily log of construction, showing work performed, contractors on site, and labor hours performed. All walls, spaces below the subfloor, above the false ceiling, and any other space which will become inaccessible will be photographed by the SSM or SSO representative prior to being sealed. SECRET cleared 548 ISR GP personnel may be used to augment the SSM and SSO staff in over watching construction work during the finish phase of the project.

C. GUARDS: Beale AFB has a fenced perimeter and manned controlled access points. All construction personnel and material will pass through the 9 SFS commercial vehicle inspection station prior to reaching the construction site. Vetted construction workers will be identified by 9 SFS issued base entry credentials. The 9 SFS’s armed base patrols conduct random patrols around the job site 24/7 due to the multiple Beale AFB designated controlled areas which exist near this location.

SITE SECURITY

A. PHYSICAL SECURITY: Access to the construction site will be secured using temporary security fencing. The entrance gates will be secured by Sargent & Greenleaf model 8077AC combination locks supplied by the SSM. The SSM or a SECRET cleared escort will open and close the site to the construction contractor. No unauthorized material or personnel will be allowed site without prior SSM approval.

B. ACCESS CONTROL: The 9 SFS controls the Beale AFB access points and conducts credential checks of all personnel prior to admitting them on the base. The 9 SFS Pass and ID office will issue the construction contractor employees a picture entry credential valid for the period of construction after completing a background check. The SSM and SSO staff will conduct random construction site inspections to ensure vetted personnel are present on the job site.

C. TECHNICAL SURVAILLANCE COUNTER MEASSURES (TSCM): A TSCM will be scheduled after the construction is completed and the facility has been occupied.

SECURITY ADMINISTRATION

A. SECURITY RECORDS: The SSM will maintain documentation and logs of all contractor personnel, construction material delivered, and day to day construction activity. Details of any anomalies in the construction process will be documented and forwarded to the Accrediting Official (AO).

B. CONSTRUCTION PLANS AND DOCUMENTATION: All construction plans and documents will be maintained by the construction contractor or subcontractors in locked cabinets and marked FOR OFFICIAL USE ONLY. Plans and documents will not be marked so as to identify them as pertaining to a SCIF. Plans and documents identified for a SCIF will not be posted or sent on unprotected information technology systems or internet venues without encryption. The Construction Security Plan will be maintained on site, in the Beale AFB SSO and available for audit by agency or department personnel.

C. PROHIBITED/RESTRICTED ITEMS: Weapons, explosives, electronic listening devices, satellite transmission/receiving devices, drugs, cameras and any other item determined to be detrimental to the successful accomplishment of the mission function unless approved in writing prior to their arrival on site. Cell phones will not be allowed on the construction site or in the secure storage area. They will be stored in the General Contractor’s site construction trailer or off site in privately owned vehicles.

TECHNICAL SPECIFICATIONS

Specifications

Ready to Advertise

Distributed Common Ground Station (DCGS)

Operations Facility Beale Air Force Base (AFB), CA

BAEY 143000

Prepared for the

U.S. Army Corps of Engineers Sacramento District

With

DISTRIBUTED COMMON GROUND STATION OPERATIONS FACILITY 1886

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

SUPPLEMENT:

CONTRACTOR EQUIPMENT DATA SHEET

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUPPLEMENTS:

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL

SAMPLES, OR MANUFACTURER'S CERTIFICATES OF COMPLIANCE

FORM

SUBMITTAL REGISTER

01 33 29 LEED(TM) DOCUMENTATION

SUPPLEMENT:

LEED FOR NEW CONSTRUCTION V3.0 PROJECT CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 45 00 QUALITY CONTROL

SUPPLEMENT:

SAMPLE OF TYPICAL REPORTS

01 45 35 SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS FOR

STRUCTURAL SYSTEMS

SUPPLEMENTS:

SPECIAL INSPECTION RECORD

SPECIAL INSPECTION DAILY REPORT

SPECIAL INSPECTION DISCREPANCY NOTICE

SPECIAL INSPECTION FINAL REPORT

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

SUPPLEMENT:

PROJECT IDENTIFICATION SIGNAGE DETAILS PLATES 6 AND 7

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 88 15 SEISMIC CERTIFICATION, SUPPORT, AND ATTACHMENT OF

EQUIPMENT AND NON-STRUCTURAL COMPONENTS

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

PROJECT TABLE OF CONTENTS Page 1 January 23, 2014

03 45 00 PRECAST CONCRETE

DIVISION 04 - MASONRY

04 21 13.13 NONBEARING MASONRY VENEER

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

05 70 00 STRUCTURAL GLASS RAILING SYSTEM

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 DRAINABLE EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 00.45 10 BUILDING AIR BARRIER SYSTEM

07 27 00 ROOFING UNDERLAYMENT

07 27 13 SELF-ADHERED SHEET MEMBRANE AIR BARRIERS, VAPOR

IMPERMEABLE (VAPOR BARRIER/AIR BARRIER SYSTEMS)

07 42 13 METAL WALL PANELS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD SMOKE CURTAIN ASSEMBLIES

08 34 01 FORCED ENTRY RESISTANT COMPONENTS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES

08 42 33.13 SECURITY REVOLVING DOORS

08 44 00 CURTAINWALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

PROJECT TABLE OF CONTENTS Page 2

09 30 00 CERAMIC TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 69 13 RIGID GRID ACCESS FLOORING

09 72 00 WALL COVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 19 DEMOUNTABLE MOVABLE PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13.13 ENTRANCE FLOOR MATS

12 65 00 FIXED SEATING AND TELESCOPIC PLATFORM

12 93 00 SITE FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 00 ELECTRONIC GLAZING CONTROL SYSTEM

26 09 13 POWER MONITORING SYSTEM

SUPPLEMENT:

CENTRAL MONITORING SYSTEM (CMS) SERVER I/O LIST

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

SUPPLEMENT:

FIGURE 1: EXAMPLE ARC FLASH LABEL

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00.00 20 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 16 00 SOUNDMASKING SYSTEM PERFORMANCE SPECIFICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 COMMERCIAL INTRUSION DETECTION SYSTEMS (IDS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSE

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 20 ORNAMENTAL STEEL FENCING

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

PROJECT TABLE OF CONTENTS Page 4

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 52 10 SERVICE PIPING, FUEL SYSTEMS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

10/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SCRAP MATERIAL

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

1.5.2 Construction Equipment

1.5.3 Circuit Protection

1.6 UTILITIES

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

1.7.2 The Prime Contractor's Superintendent

1.7.3 Job Hazard Analysis

1.7.4 Violations

1.7.5 Fire Prevention

1.7.5.1 Inspections

1.7.6 Recordkeeping/Reporting Requirements

1.7.7 Accident Reporting

1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.9 EXCAVATION PERMITS

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 EQUIPMENT DATA FORM

1.12 SPECIAL CONSTRUCTION PROCEDURES

1.12.1 Identification of Employees

1.12.2 Contractor Access

1.12.3 Construction Restraints

1.12.4 Night Work

1.12.5 Construction Coordination

1.12.6 Outage Affecting Existing Facilities

1.12.7 The Construction Project Area

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

1.14 WEEKLY COORDINATION MEETING

1.15 AFTER AWARD DOCUMENTS (CONTRACTOR PREPARED)

1.16 RED ZONE MEETING

1.17 MAJOR PHASE AND FINAL PROJECT COMPLETION

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

SECTION 01 00 00 Page 1 PW/GFI/463125 December 23, 2013

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2 PW/GFI/463125

SECTION 01 00 00

GENERAL REQUIREMENTS

10/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2011; Errata 2 2012) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he/she has made due allowance for value, if any, of such scrap in the contract price.

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

SECTION 01 00 00 Page 3 PW/GFI/463125

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and shall cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.5.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring shall be secured above the ground or floor in a workmanlike manner and shall not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.5.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws shall also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.6 UTILITIES

All utilities that are indicated to be in the footprint of the building that needs to be relocated by the Contractor as part of the contract.

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price shall be made pursuant to the Contract Clause CHANGES to cover the cost of any

SECTION 01 00 00 Page 4 PW/GFI/463125 additional pertinent work or delay.

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract Clauses, Section 00700, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable. For information regarding changes to EM 385-1-1, visit following website:

http://publications.usace.army.mil/publications/eng-manuals/

1.7.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.7.3 Job Hazard Analysis

Based on the construction schedule, submit a job hazard analysis of each major phase of work prior to entering that phase of activity.