20R1334-Amd 0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N62742-20-R-1334, Amendment 0004

See Next Page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Oct-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N6274220R1334

X 9B. DATED (SEE ITEM 11)

14-Sep-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Oct-2020

CODE

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

FY21 MCAF P-3001/AJJY203001: APSI - Standoff Weapons Complex, MSA 2 Andersen Air Force Base, Guam

1632562

AMENDMENT No. 0004 N62742-20-R-1334

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

STANDARD FORM 1442, SOLICITATION, OFFER, AND AWARD

Delete Standard Form 1442, Pages 1 – 3 and replace it with the attached Standard Form 1442, Price Proposal Schedule – REV 1, Pages 1 - 4.

SPECIFICATIONS

SECTION 01 14 00 – WORK RESTRICTIONS

Remove Replace with Page 3 Page 3 Amendment No. 0002 Amendment No. 0004

SECTION 02 41 00 – DEMOLITION

Remove Replace with Pages 1 through 10 Pages 1 through 10 Amendment No. 0004

Add after Page 10 Attachment A:Targeted Hazardous Material Survey

Report for FY21 MCAF P-3001/AJJY203001, APSI – Standoff Weapons Complex, MSA 2, Building 51109, Andersen AFB, Guam dated 5/29/2020

(46 Pages)

SECTION 31 23 00.00 20 – EXCAVATION AND FILL

Pages 1 and 2 Pages 1 and 2

Pages 12 through 18 Pages 12 through 18

SECTION 32 11 20 – BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE

PAVING

Remove Replace with Pages 1 through 3 Pages 1 through 3

Page 6 Page 6

FY21 MCAF P-3001/AJJY203001: APSI - Standoff Weapons Complex, MSA 2 Andersen Air Force Base, Guam

1632562

AMENDMENT No. 0004 N62742-20-R-1334

DRAWINGS

The following drawings, bearing the revision date of 10/28/2020, supersede previously issued drawings bearing the same number and title:

DRAWING

NUMBER

NAVFAC

DRAWING NO.

REVISION

NUMBER

DRAWING TITLE

CS501 17250297 1 SITE DETAILS

RFP N62742-20-R-1334, NAVFAC WORK ORDER NUMBER 1632562, FY21 MCAF P-3001/AJJY203001 APSI – STANDOFF WEAPONS

COMPLEX, MSA2, ANDERSEN AIR FORCE BASE, GUAM

GENERAL DESCRIPTION: SEE SECTION 01 11 00, PARA 1.2.1 PROJECT DESCRIPTION

THIS PROCUREMENT IS UNRESTRICTED. North American Industry Classification System (NAICS) Code 236210—Industrial Building Construction--Average Annual Receipts for the Past 3 Years--$39.5M

ESTIMATED COST: BETWEEN $25,000,000 AND $100,000,000

DPAS RATING: DOC2

ENFORCEABILITY OF PROPOSAL: The proposal must set forth full, accurate and complete information as required by this solicitation. The Government will rely on such information in the award of a contract. The awardee’s proposal will be incorporated into the contract and all items proposed will become binding requirements of the contract. By submission of the offer, the offeror agrees that all items proposed (e.g. subcontractors with teaming agreements, etc.) will be utilized for the duration of the contract and any substitutions must be equal or better and will require prior approval by the Contracting Officer.

AWARD RESULTING FROM THIS SOLICITATION IS SUBJECT TO RECEIPT OF CONGRESSIONAL / PRESIDENTIAL APPROVAL OF THE FY21 NATIONAL DEFENSE AUTHORIZATION ACT AND FY21 MILITARY CONSTRUCTION, QUALITY OF LIFE AND VETERANS AFFAIRS

APPROPRIATIONS ACT

Norine E. Horikawa (808) 471-2235

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

14-Sep-2020 29 OCT 2020 Rev 1

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______15 calendar days and complete it within ________ 730 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ Document 00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________See Doc 00100 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 150 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N62742

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM HST (hour)

Sealed envelopes containing offers

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (ACQ33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

N6274220R1334 4

X

X

N62742

See Doc 00100

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE-REV 1

FOR

RFP NO. N62742-21-R-1334

FY21 MCAF P-3001/AJJY203001, APSI – STANDOFF WEAPONS COMPLEX, MSA 2

ANDERSEN AIR FORCE BASE, GUAM

RFP N62742-20-R-1334

SF 1442-REV 1 (Continued)

ITEM NO. DESCRIPTION QTY

UNIT

OF

ISSUE UNIT PRICE AMOUNT

0001AA BASE ITEM:

The basis for SLIN 0001AA is the price for all work complete and in accordance with the drawings and specifications for WON 1632562 not including work specified in any other SLINs/CLINs.

1 Lump Sum

0001AB Munitions and Explosives of Concern (MEC) / Material Potentially Presenting an Explosive Hazard

(MPPEH)

The basis for SLIN 0001AB is the price to perform Full Clearance Ahead of Construction for MEC/MPPEH in accordance with section 01 57 19.03, but not including work specified in any other CLINs/SLINs.

SLIN 0001AB is for site work MEC/MPPEH clearance. The price for site work such as clearing, grubbing, grading, excavation, and utilities, shall be included in BASE ITEM SLIN 0001AA (see Note 4 below).

1 Lump Sum

0001AC Unsatisfactory Soil

The basis for SLIN 0001AC is the price for the site work to include the excavation, loading, hauling and disposal of the “unsatisfactory” spoils and the replacement of this (backfill/compaction) with excess suitable materials from the other site excavations, but not including work specified in any other CLIN/SLIN.

4,000 CY $_______ $________

Total CLIN 0001 TOTAL (0001AA-0001AC) $__________

Notes:

1. See Document 00202 for the Price Evaluation.

2. A firm-fixed-price is required for all line items. The following NAVFAC language applies:

ALL OR NONE OFFERS - Offers are solicited on an “all or none” basis and FAR 52.215-1, INSTRUCTIONS TO OFFERORS-COMPETITIVE ACQUISITION in Document 00100, is hereby modified. Failure to submit offers for all line items listed shall be cause for rejection of the offer.

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE-REV 1

FOR

RFP NO. N62742-21-R-1334

FY21 MCAF P-3001/AJJY203001, APSI – STANDOFF WEAPONS COMPLEX, MSA 2

ANDERSEN AIR FORCE BASE, GUAM

RFP N62742-20-R-1334

SF 1442-REV 1 (Continued)

3. Multiple awards will not be made.

4. Price for SLIN 0001AB shall cover all costs to perform Full Clearance Ahead of Construction for

MEC/MPPEH in accordance with section 01 57 19.03, including but not limited to all costs associated with the MEC/UXO response team. The MEC/UXO response team shall consist of a minimum of nine (9) personnel: a Senior UXO Supervisor, a UXO Safety Officer/Quality Control Specialist, a UXO Technician III, and six (6) UXO Technicians II/I.

5. Price for SLIN 0001AC shall include all costs to remove and dispose of “unsatisfactory” spoils and the replacement of this (backfill/compaction) with excess suitable materials from the other site excavations.

Payment for CLIN 0001AC shall be for actual quantities only. The unit price shall be used to adjust the contract price for any increase or decrease in the estimated quantities subject to FAR 52.211-18, Variation in Estimated Quantity (APR 1984). In the event of a difference between a unit price and the extended total, the unit price will be held to be the intended offer and the total will be recomputed accordingly. If an offer provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

Excess funds remaining on SLIN 0001AC at the end of the contract will be deobligated from the contract.

FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

6. The total price for CLIN 0001 (SLINS 0001AA – 0001AC) will form the basis for the evaluation noted in

Document 00202.

7. DFARS 252.247-7023, TRANSPORTATION OF SUPPLIES BY SEA. Within 30 days of each shipment, the Contractor is required to provide an electronic copy of the carrier’s bill of lading to the Contracting Officer and to MARAD via email. MARAD email: russell.haynes@dot.gov (Attn.: MIL team). In addition, the Contractor shall notify the Contracting Officer when oceanic shipments have been initiated within 3 working days of shipment.

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AJJY203001, APSI - Standoff Weapons Complex, MSA2 1632562 Andersen AFB, Guam

SECTION 02 41 00

DEMOLITION

05/10

Amendment No. 0004

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, and a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed.

Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Coordinate with Waste

Jacobs WFXO6312 SECTION 02 41 00 Page 1

Management Plan in accordance with Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Include statements affirming Contractor inspection of the existing roof deck and its suitability to perform as a safe working platform or if inspection reveals a safety hazard to workers, state provisions for securing the safety of the workers throughout the performance of the work. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning. See ATTACHMENT A - Targeted Hazardous Material Survey Report, dated May 29, 2020 attached at the end of this section.

1.2.2 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling of materials. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the buildings or on munitions haul route pavements. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed.

Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements or pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

Jacobs WFXO6312 SECTION 02 41 00 Page 2

1.3.3 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor .

1.3.4 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted . Where burning is permitted, adhere to federal, state, and local regulations.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G Existing Conditions

SD-07 Certificates

Notification; G

1.6 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M.

Notify the Guam Environmental Protection Agency (GEPA) and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

Jacobs WFXO6312 SECTION 02 41 00 Page 3

1.6.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily.

1.7 PROTECTION

1.7.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Notify the Contracting Officer prior to beginning such work.

1.7.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.8 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.9 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition of structures. Fill material shall be waste products from demolition until all waste appropriate for this purpose is consumed.

Jacobs WFXO6312 SECTION 02 41 00 Page 4

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed to 3.0 feet below grade. Interior walls, other than retaining walls and partitions, shall be removed to 1.0 feet below grade or to top of concrete slab on ground. Break up basement slabs to permit drainage. Remove sidewalks, curbs, gutters and street light bases as indicated.

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

Jacobs WFXO6312 SECTION 02 41 00 Page 5

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities , as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.3 Chain Link Fencing

Remove chain link fencing, gates and other related salvaged items scheduled for removal and transport to designated areas. Remove gates as whole units. Cut chain link fabric to 25 foot lengths and store in rolls off the ground.

3.1.4 Paving and Slabs

Remove concrete and asphaltic concrete paving and slabs as indicated.

Provide neat sawcuts at limits of pavement removal as indicated. Pavement and slabs not to be used in this project shall be removed from the Installation at Contractor's expense.

3.1.5 Masonry

Sawcut and remove masonry so as to prevent damage to surfaces to remain and to facilitate the installation of new work. Where new masonry adjoins existing, the new work shall abut or tie into the existing construction as indicated or specified for the new work. Provide square, straight edges and corners where existing masonry adjoins new work and other locations. .

3.1.6 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

3.1.7 Miscellaneous Metal

Scrap metal shall become the Contractor's property.

3.1.8 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals in existing

Jacobs WFXO6312 SECTION 02 41 00 Page 6 masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

3.1.9 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.10 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit;

listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse.

3.1.10.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; tanks, piping and fixtures shall be drained; interiors, if previously used to store flammable, explosive, or other dangerous liquids, shall be steam cleaned.

Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.10.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type.

Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.10.3 Ducts

Classify removed duct work as scrap metal.

3.1.10.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor.

Jacobs WFXO6312 SECTION 02 41 00 Page 7

3.1.11 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.11.1 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.11.2 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.11.3 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition work in areas occupied by structures to be demolished until all demolition in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.4 CLEANUP

Remove debris and rubbish from demolition work. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas.

Apply local regulations regarding hauling and disposal.

Jacobs WFXO6312 SECTION 02 41 00 Page 8

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations in accordance with all applicable federal, state and local regulations.

3.5.2 Burning on Government Property

Burning of materials removed from demolished structures will not be permitted on Government property.

3.5.3 Removal from Government Property

Transport waste materials removed from demolished structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

-- End of Section --

Jacobs WFXO6312 SECTION 02 41 00 Page 9

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∨♣↓°←≡≈ ≠°°↔∂±÷ ←♠÷↑≈≡ ↔•↔ ≡♣↓°←≡← ≡∂↔•≡↑ ←∂≥↔ƒ ←±≈ƒ ≥∂″≡←↔°±≡ ÷↑♥≡≥ ≈↑ƒ ≈≡±←∂↔ƒ ↓≡↑ ⇒⊂⊄ ⇔ ←•°♠≥≈ ≡ ≡♣…♥↔≡≈ ↔° ≡♣↓°←≡ ≈≡±←≡ ←°∂≥ •♥∂±÷ ↔ ≥≡←↔ ↓≡↑…≡±↔ °≠ ∂↔← ″♣∂″♠″ ≈↑ƒ ≈≡±←∂↔ƒ ↓≡↑ ⇒⊂⊄ ⇔ °↑ ″°≈≡↑↔≡≥ƒ •↑≈ ↔° •↑≈ …°↑≥≥∂±≡ ≥∂″≡←↔°±≡⌠ ↔° ″♣∂″♠″ ≈≡↓↔• °≠ ↔♦° ♠±≈≡↑ ↔•≡ ←♠↓≡↑♥∂←∂°± °≠ ↔•≡ ÷≡°↔≡…•±∂…≥ ≡±÷∂±≡≡↑〉 ⊄•≡↑≡≠↔≡↑⌠ ←…↑∂≠ƒ ↔•≡ ≠∂±≥ ≡♣↓°←≡≈ ←♠↑≠…≡ ↔° ↓↓↑°♣∂″↔≡≥ƒ ∫∂±…•≡← ≈≡≡↓⌠ ″°∂←↔♠↑≡ …°±≈∂↔∂°± ← ±≡…≡←←↑ƒ⌠ ±≈ …°″↓…↔ ↔° ↔ ≥≡←↔ ↓≡↑…≡±↔ °≠ ∂↔← ″♣∂″♠″ ≈↑ƒ ≈≡±←∂↔ƒ ↓≡↑ ⇒⊂⊄ ⇔〉 ⇑…×≠∂≥≥ ♦∂↔• ↓↓↑°♥≡≈ ≥∂″≡←↔°±≡ ←±≈ñ÷↑♥≡≥ ←°∂≥ ∂± ∫∂±…• ↔•∂…× ≥°°←≡ ≥∂≠↔←⌠ ″°∂←↔♠↑≡ …°±≈∂↔∂°± ← ±≡…≡←↑ƒ⌠ ±≈ …°″↓…↔ °↔ ↔ ≥≡←↔ ↓≡↑…≡±↔ °≠ ∂↔← ″♣∂″♠″ ≈↑ƒ ≈≡±←∂↔ƒ ↓≡↑ ⇒⊂⊄ ⇔〉 ⇒≥↔≡↑±↔≡≥ƒ ↔•≡ …×≠∂≥≥ …± ≡ ≠≥°♦≥≡ ≠∂≥≥ •♥∂±÷ ↔ ≥≡←↔ ↓°♠±≈← ↓≡↑ ←→♠↑≡ ∂±…• ∫≈ƒ …°″↓↑≡←←∂♥≡ ←↔↑≡±÷↔• ♠↔ ←•°♠≥≈ ≡ •↑≈≡±≡≈ ♦∂↔•∂±

≡♣∂←↔∂±÷ ←♠÷↑≈≡ °≠ ↔•≡ ♠∂≥≈∂±÷ ±≈ ±ƒ °↔•≡↑ ↑≡← ↔° ≡ …°♥≡↑≡≈ ƒ °↑ ↔↑♠…× ∂± ←ƒ←↔≡″↔∂… ″±±≡↑ ↔° ≡±←♠↑≡ ↔•≡ ±♠″≡↑ °≠ ↓←←≡← °♥≡↑ ≥≥ ↑≡←⌠ ±≈ ↔ ←↓≡≡≈← ≡↔♦≡≡± ñ ↔° ñ ″∂≥≡← ↓≡↑ •°♠↑〉 ∪•≡± ↓↑°°≠ ≡♣↔≡±≈ ≠≡≡↔ ≡ƒ°±≈ ↔•≡ ♠∂≥≈∂±÷ ≥∂±≡← °↑ ≡≈÷≡← °≠ ↓♥≡″≡±↔⌠ ±≈ °±≡∫•≥≠ ↔° ↔•≡ °↔•≡↑ ↓←←≡←〉 ∇°↔∂≠ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ∠≠≠∂…≡↑ ″∂±∂″♠″ °≠ ≈ƒ← ♠±≈≡↑…♠↔ ← ≈∂↑≡…↔≡≈ ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ∠≠≠∂…≡↑ ±≈ ↑≡↓≥…≡≈ ♦∂↔• ≠∂≥≥ ±≈

∉≥…≡ ←ƒ±↔•≡↔∂… ≠∂≡↑ ≠∂≥↔≡↑ ≠↑∂… ← ∂±≈∂…↔≡≈ ≈∂↑≡…↔≥ƒ °± ↓↑≡↓↑≡≈ ±≈ °↔•≡↑ ≈≡↑∂← ♦•∂…• ″ƒ ↓♠±…↔♠↑≡ °↑ °↔•≡↑♦∂←≡ ≈″÷≡ ↔•≡ ≠↑∂…〉 ⊆≡↓∂↑ ≈″÷≡≈ ≠↑∂… ƒ ↓≥…∂±÷ ± ≈≈∂↔∂°±≥ ≥ƒ≡↑ °≠ ≠↑∂… ↔° …°♥≡↑

⇐°″↓…↔ ≡…• ≥∂≠↔ ≡≠°↑≡ ↓≥…∂±÷ °♥≡↑≥ƒ∂±÷ ≥∂≠↔〉

∉↑°♥∂≈≡ ≠°↑ ÷≡±≡↑≥ ←∂↔≡〉 ⊇←≡ ←↔∂←≠…↔°↑ƒ ″↔≡↑∂≥←〉 ∉≥…≡ ∂± ∂±…• ″≡…•±∂…≥ •±≈ ↔″↓≡↑←〉 ⇒≡↑↔≡ ″↔≡↑∂≥ ≡♣…≡←←∂♥≡≥ƒ ″°∂←↔≡±≡≈ ƒ ↑∂± ↔° ←↔∂←≠…↔°↑ƒ ″°∂←↔♠↑≡ …°±↔≡±↔〉 ∧∂±∂←• ↔° ←″°°↔• ←♠↑≠…≡ ƒ ≥≈∂±÷⌠

≡≥≡″≡±↔← ↑≡ …°″↓≥≡↔≡≈ ±≈ ……≡↓↔≡≈〉 ⇑…×≠∂≥≥ ÷∂±←↔ …°±…↑≡↔≡ °±≥ƒ ♦•≡±

≡♣↔≡±≈∂±÷ ↔ ≥≡←↔ ≠≡≡↔ ♦∂≈≡↑ ≡ƒ°±≈ ↔•≡∂↑ ≡≈÷≡←〉 ⇔° ±°↔ ↓≥…≡ °♥≡↑ ♦≡↔

°±≥ƒ ♦•≡± ↓↓↑°♥≡≈〉 ∉≥…≡ ±≈ …°″↓…↔ ″↔≡↑∂≥ ↔° ♥°∂≈ ≥°≈∂±÷ ♠↓°± °↑

↓↓↑°♥≡≈⌠ ♠±≈≡↑÷↑°♠±≈ ♠↔∂≥∂↔∂≡← ←ƒ←↔≡″← •♥≡ ≡≡± ∂±←↓≡…↔≡≈⌠ ↔≡←↔≡≈ ±≈ ♠↓ ↔° ± ≡≥≡♥↔∂°± ≠≡≡↔ °♥≡ ←≡♦≡↑ ≥∂±≡← ±≈ ≠°°↔ °♥≡ °↔•≡↑ ♠↔∂≥∂↔ƒ ≥∂±≡← ←•≥≥ ≡ ≠↑≡≡ ≠↑°″ ←↔°±≡← ≥↑÷≡↑ ↔•± ∂±…• ∂± ±ƒ ≈∂″≡±←∂°±〉 ⋅≡♥ƒ ≡→♠∂↓″≡±↔ ≠°↑ ←↓↑≡≈∂±÷ ±≈ …°″↓…↔∂±÷ …×≠∂≥≥ ←•≥≥ ±°↔ ≡ ≡ …°″↓…↔≡≈ ∂± ≥ƒ≡↑← ±°↔ ″°↑≡ ↔•± ∂±…•≡← ∂± …°″↓…↔≡≈ ↔•∂…×±≡←← ♦∂↔• ⇑…×≠∂≥≥ ←•≥≥ ≡ ↓≥…≡≈ …↑≡≠♠≥≥ƒ ↑°♠±≈ ↓∂↓≡← °↑ ↔±×← ↔° ♥°∂≈ ≈″÷≡ ≠°♠±≈↔∂°± ♦≥≥← ↓↑∂°↑ ↔° ≈ƒ← ≠↔≡↑ …°″↓≥≡↔∂°± °≠ ↔•≡ ♦≥≥←〉 ⇒← ≠↑ ← ↓↑…↔∂…≥≡⌠ …×≠∂≥≥ ←•≥≥ ≡ ↑°♠÷•↔ ♠↓ ≡♥≡±≥ƒ °± ≡…• ←∂≈≡ °≠ ↔•≡ ♦≥≥ ±≈ ←≥°↓≡≈ ↔° ≈↑∂± ♦ƒ ≠↑°″ ↔•≡ ♦≥≥〉

⇑…×≠∂≥≥ ← ↑↓∂≈≥ƒ ← …°±←↔↑♠…↔∂°±⌠ ↔≡←↔∂±÷⌠ ±≈ ……≡↓↔±…≡ °≠ ♦°↑×

∪•≡↑≡ ←↔∂←≠…↔°↑ƒ ″↔≡↑∂≥← ↑≡ ±°↔ ♥∂≥≥≡ ∂± ←♠≠≠∂…∂≡±↔ →♠±↔∂↔ƒ ≠↑°″

∉↑°♥∂≈≡ ♠↑∂≡≈ ♠↔∂≥∂↔ƒ ≥∂±≡← ♦∂↔• ♠↔∂≥∂↔ƒ ∂≈≡±↔∂≠∂…↔∂°± ↔↓≡〉 ⇑♠↑ƒ ↔↓≡ ∂±…•≡← ≡≥°♦ ≠∂±∂←•≡≈ ÷↑≈≡ ♠±≈≡↑ ↓♥≡″≡±↔← ±≈ ←≥←⌠ ♠↑ƒ ↔↓≡

⇑♠↑ƒ ≈≡↔≡…↔∂°± ♦∂↑≡ ≈∂↑≡…↔≥ƒ °♥≡ ±°±∫″≡↔≥≥∂… ↓∂↓∂±÷ ↔ ≈∂←↔±…≡ ±°↔ …°±↔∂±♠°♠←≥ƒ ±≈ ♠±↑°×≡±⌠ ≠↑°″ ″±•°≥≡ ↔° ″±•°≥≡〉 ⊄•≡ ≡±≈← °≠ ↔•≡ ♦∂↑≡ ↔•↑°♠÷• ↔•≡ …•∂″±≡ƒ ←≡≥ ≡↔♦≡≡± ↔•≡ ≠↑″≡ ±≈ ↔•≡ …•∂″±≡ƒ ←≡≥〉 ∧°↑

⇔≡↔≡↑″∂±≡ ∂±∫↓≥…≡ ≈≡±←∂↔ƒ °≠ ≡♣∂←↔∂±÷ ←♠÷↑≈≡ ∂≠ ↑≡→♠∂↑≡≈ ≈≡±←∂↔ƒ

←↓≡…∂≠∂≡≈ ≡≥←≡♦•≡↑≡〉 ⇔≡±←∂↔ƒ ↑≡→♠∂↑≡″≡±↔← ←↓≡…∂≠∂≡≈ •≡↑≡∂± ↑≡ ≠°↑ ≈≡±←∂↔ƒ ↑≡→♠∂↑≡″≡±↔← ″ƒ ≡ ↑≡≈♠…≡≈ ƒ ↓≡↑…≡±↔〉

°♥≡↑≥ƒ∂±÷ ↔•≡ ←↓≡…∂≥ ÷↑±♠≥↑ ≠∂≥↔≡↑ ″↔≡↑∂≥ ← ←↓≡…∂≠∂≡≈ ≠°↑ ≈∝…≡±↔ °↑ °♥≡↑≥ƒ∂±÷ ♦°↑×〉

∪↑↓ °±≡ ≥ƒ≡↑ °≠ ≠∂≥↔≡↑ ≠↑∂… ↑°♠±≈ ↓∂↓≡ ∂± ←♠…• ″±±≡↑ ↔•↔ °± ≡…• ←∂≈≡ °≠ ±≈ ∂±…•≡← °♥≡ ↔°↓ °≠ ↓∂↓≡〉 ∉≥…≡ ≥ƒ≡↑ °≠ ≠∂≥↔≡↑

√±←↔≥≥ ≠∂≥↔≡↑ …≥°↔• ∂± ↔↑≡±…•≡← ♦∂↔• ←″°°↔•≥ƒ ÷↑≈≡≈ ←∂≈≡← ±≈ °↔↔°″⌠ ≠↑≡≡ °≠ …♥∂↔∂≡← °↑ ↓↑°∝≡…↔∂±÷ ↑°…×←〉 ƒ ↔•≡ …≥°↔• ≠≥↔ ♠↔ ±°↔ ∂± ≡♥≡↑ƒ ≈∂↑≡…↔∂°±〉

≡≠°↑≡ …°±↔∂±♠∂±÷ ♦∂↔• …×≠∂≥≥ ≠°↑ ≈∝…≡±↔ °↑ °♥≡↑≥ƒ∂±÷ ♦°↑×〉

≈↑∂± ♦↔≡↑ ♦ƒ ≠↑°″ ←↔↑♠…↔♠↑≡←〉 ∂±↔∂± ↑≡← ≠↑≡≡ °≠ ↔↑←• ±≈ ≈≡↑∂←〉 ∧°↑ ≡♣∂←↔∂±÷ ÷↑≈≡← ↔•↔ ♦∂≥≥ ↑≡″∂± ♠↔ ♦•∂…• ♦≡↑≡ ≈∂←↔♠↑≡≈ ƒ

⊂…↑∂≠ƒ ≡♣∂←↔∂±÷ ←♠÷↑≈≡〉 ∉↑°♥∂≈≡ ∂±…•≡← °≠ ↔°↓←°∂≥ ≠°↑ ±≡♦≥ƒ ÷↑≈≡≈ ≠∂±∂←• ≡↑↔• ←♠↑≠…≡← ±≈ ↑≡← ≈∂←↔♠↑≡≈ ƒ ↔•≡ ⇐°±↔↑…↔°↑〉 ⊄°↓←°∂≥ ←•≥≥ ±°↔ ≡ ↓≥…≡≈ ♦•≡± ↔•≡ ←♠÷↑≈≡ ∂← ≠↑°∞≡±⌠ ≡♣…≡←←∂♥≡≥ƒ ♦≡↔⌠ ≡♣↔↑≡″≡≥ƒ ≈↑ƒ⌠ °↑ ∂± …°±≈∂↔∂°± °↔•≡↑♦∂←≡ ≈≡↔↑∂″≡±↔≥ ↔° ←≡≡≈∂±÷⌠

∉↑°♥∂≈≡ ″♠≥…•⌠ ♦↔≡↑⌠ ≠≡↑↔∂≥∂∞↔∂°± ±≈ ±♠↔↑∂≡±↔←ñ″≡±∂↔∂≡← ↔° ≡←↔≥∂←•

∉↑°↔≡…↔ ±≡♦≥ƒ …×≠∂≥≥≡≈⌠ ÷↑≈≡≈⌠ ±≈ ↔°↓←°∂≥≡≈ ↑≡← ≠↑°″ ↔↑≠≠∂…⌠ ≡↑°←∂°±⌠ ±≈ ←≡↔↔≥≡″≡±↔← ↔•↔ ″ƒ °……♠↑〉 ⊆≡↓∂↑ °↑ ↑≡≡←↔≥∂←• ≈″÷≡≈

⊆≡″°♥≡ ≠↑°″ ¬°♥≡↑±″≡±↔ ↓↑°↓≡↑↔ƒ ←♠↑↓≥♠← °↑ °↔•≡↑ ←°∂≥ ″↔≡↑∂≥ ±°↔

⊄≡←↔ ≠∂≥≥ ±≈ …×≠∂≥≥ ″↔≡↑∂≥ ∂± ……°↑≈±…≡ ♦∂↔• ⇒⊂⊄ ⇐ñ⇐ ≠°↑

⇒⊂⊄ ⇔ ≠°↑ ″°∂←↔♠↑≡ ≈≡±←∂↔ƒ ↑≡≥↔∂°±←⌠ ← ↓↓≥∂…≥≡〉

⊄≡←↔ ←≡≥≡…↔ ″↔≡↑∂≥ ∂± ……°↑≈±…≡ ♦∂↔• ⇒⊂⊄ ⇐ñ⇐ ≠°↑ …°±≠°↑″±…≡ ↔° ←∂≡♥≡ ⇒⊂⊄ ⇔ ≠°↑ ″°∂←↔♠↑≡ ≈≡±←∂↔ƒ ↑≡≥↔∂°±←⌠ ← ↓↓≥∂…≥≡〉

〉〉〉 ⇔≡±←∂↔ƒ ⊄≡←↔←

⊄≡←↔ ≈≡±←∂↔ƒ ∂± ……°↑≈±…≡ ♦∂↔• ⇒⊂⊄ ⇔ñ⇔⌠ °↑ ⇒⊂⊄ ⇔〉 ∪•≡± ⇒⊂⊄ ⇔ ≈≡±←∂↔ƒ ↔≡←↔← ↑≡ ♠←≡≈⌠ ♥≡↑∂≠ƒ ≈≡±←∂↔ƒ ↔≡←↔ ↑≡←♠≥↔← ƒ ↓≡↑≠°↑″∂±÷ ± ⇒⊂⊄ ⇔ñ⇔ ≈≡±←∂↔ƒ ↔≡←↔ ↔ ≥°…↔∂°± ≥↑≡≈ƒ ⇒⊂⊄ ⇔ ↔≡←↔≡≈ ← ←↓≡…∂≠∂≡≈ •≡↑≡∂±〉 ∉≡↑≠°↑″ ± ⇒⊂⊄ ⇔ñ⇔ ≈≡±←∂↔ƒ ↔≡←↔ ↔ ↔•≡ ←↔↑↔ °≠ ↔•≡ ∝°⌠ ±≈ ≠°↑ ≡♥≡↑ƒ ⇒⊂⊄ ⇔ ≈≡±←∂↔ƒ ↔≡←↔← ↔•≡↑≡≠↔≡↑〉 ⊄≡←↔ ≡…• ≥∂≠↔ ↔ ↑±≈°″≥ƒ ←≡≥≡…↔≡≈ ≥°…↔∂°±← ≡♥≡↑ƒ ←≥←⌠ ±≈ ≡♥≡↑ƒ ←→♠↑≡ ≠≡≡↔ ≠°↑ °↔•≡↑ ≠∂≥≥ ↑≡← ±≈ ≡♥≡↑ƒ ←→♠↑≡ ≠≡≡↔ °≠ ←♠÷↑≈≡ ∂± …♠↔〉 √±…≥♠≈≡ ≈≡±←∂↔ƒ ↔≡←↔ ↑≡←♠≥↔← ∂± ≈∂≥ƒ

∂±…↑≡←≡ °≠ ♦↔≡↑⌠ ±≈ ↔° ∂±←♠↑≡ ←↔∂←≠…↔°↑ƒ ←♠←≡ …°♠↑←≡〉

≥ƒ≡↑ ″ƒ ≡ ↔•∂…×≡↑ ↔•± ∂±…•≡← ±°↑ ≡ ↔•∂±±≡↑ ↔•± ∂±…•≡← ∂± ♦∂↔•∂± ñ ∂±…• °≠ ↔•≡ ↔•∂…×±≡←← ∂±≈∂…↔≡≈〉 ∪•≡↑≡ ↔•≡ ″≡←♠↑≡≈ ↔•∂…×±≡←← ∂← ″°↑≡ ↔•± ñ ∂±…• ≈≡≠∂…∂≡±↔⌠ …°↑↑≡…↔ ←♠…• ↑≡← ƒ ←…↑∂≠ƒ∂±÷⌠ ≈≈∂±÷ ≈∂↑≡…↔≡≈〉 ∪•≡↑≡ ↔•≡ ″≡←♠↑≡≈ ↔•∂…×±≡←← ∂← ″°↑≡ ↔•± ñ ∂±…• ↔•∂…×≡↑ ↔•± ≥≥ ↔•∂…×±≡←← ″≡←♠↑≡″≡±↔← ↔×≡± ≠°↑ ↔•≡ ∝° ±≈ ″♠←↔ ≡ ♦∂↔•∂± ñ ∂±…• ↔ ∂±↔≡↑♥≥← °≠ °±≡ ″≡←♠↑≡″≡±↔ ≠°↑ ≡…• ←→♠↑≡ ƒ↑≈← °≠ …°″↓≥≡↔≡≈

⇐°″↓…↔ ≡…• ≥ƒ≡↑ °≠ ↔•≡ ″↔≡↑∂≥⌠ ← ←↓≡…∂≠∂≡≈⌠ ♦∂↔• ↓↓↑°♥≡≈ …°″↓…↔∂°± ≥°↑↔°↑ƒ ↔≡←↔← ← ←↓≡…∂≠∂≡≈ ∂± ↔•∂← ⊂≡…↔∂°±〉 ⇑≡÷∂± ↑°≥≥∂±÷ ↔ ↔•≡ ←♠……≡←←∂♥≡ ↔↑∂↓← ↔ ≥≡←↔ °±≡∫•≥≠ ↔•≡ ♦∂≈↔• °≠ ↔•≡ ↑°≥≥≡↑〉 ⊂≥∂÷•↔≥ƒ ♥↑ƒ ≥ƒ≡↑ ∂← …°″↓…↔≡≈ ↔•↑°♠÷• ↔•≡ ≠♠≥≥ ≈≡↓↔• ↔° ↔ ≥≡←↔ ↓≡↑…≡±↔ °≠ ≥°↑↔°↑ƒ ″♣∂″♠″ ≈≡±←∂↔ƒ ↓≡↑ ⇒⊂⊄ ⇔〉 ×≡ ←♠…• ≈∝♠←↔″≡±↔← ∂± …°″↓…↔∂±÷ °↑ ≠∂±∂←•∂±÷ ↓↑°…≡≈♠↑≡← ← ″ƒ ≡ ≈∂↑≡…↔≡≈ ƒ ↔•≡ ⇐°±↔↑…↔∂±÷ ↑≡≈♠…≡ °↑ ∂±…↑≡←≡ ♦↔≡↑ …°±↔≡±↔⌠ ±≈ ↔° ≡±←♠↑≡ ←↔∂←≠…↔°↑ƒ ↑∂÷∂≈ ↓♥≡″≡±↔ ←≡ …°♠↑←≡〉 ⊆≡″°♥≡ ±ƒ ″↔≡↑∂≥← ↔•↔ ↑≡ ≠°♠±≈ ↔° ≡ ♠±←↔∂←≠…↔°↑ƒ ±≈ ↑≡↓≥…≡ ♦∂↔• ←↔∂←≠…↔°↑ƒ ″↔≡↑∂≥ °↑ ↑≡♦°↑×⌠ ←

…°♠↑←≡ ∂± ←♠≠≠∂…∂≡±↔ →♠±↔∂↔ƒ ↔° …°″↓…↔ ↔° ↔•≡ ↔•∂…×±≡←← °≠ ↔•≡ …°♠↑←≡ ≥ƒ≡↑←⌠ ←∂″♠≥↔±≡°♠←≥ƒ ↑°≥≥ ±≈ …°″↓…↔ ↔ ≥≡←↔ ≠°°↔ ♦∂≈↔• °≠ ↔•∂← ←•°♠≥≈≡↑ ″↔≡↑∂≥ ♦∂↔• ↔•≡ ↑°≥≥∂±÷ ±≈ …°″↓…↔∂±÷ °≠ ≡…• ≥ƒ≡↑ °≠ ↔•≡

∧∂±∂←• ↔•≡ ←♠↑≠…≡ °≠ ↔•≡ ↔°↓ ≥ƒ≡↑ °≠ ↑∂÷∂≈ ↓♥≡″≡±↔ ←≡ …°♠↑←≡ ≠↔≡↑ ≠∂±≥ …°″↓…↔∂°± ƒ …♠↔↔∂±÷ ±ƒ °♥≡↑♠∂≥≈ ↔° ÷↑≈≡ ±≈ ↑°≥≥∂±÷ ♦∂↔• ←↔≡≡≥∫♦•≡≡≥≡≈ ↑°≥≥≡↑〉 ⇔° ±°↔ ≈≈ ↔•∂± ≥ƒ≡↑← °≠ ″↔≡↑∂≥ ↔° ↔•≡ ↔°↓ ≥ƒ≡↑ ≥ƒ≡↑ °≠ ↑∂÷∂≈ ↓♥≡″≡±↔ ←≡ …°♠↑←≡ ∂← ñ ∂±…• °↑ ″°↑≡ ≡≥°♦ ÷↑≈≡⌠ ←…↑∂≠ƒ ↔•≡ ↔°↓ ≥ƒ≡↑ ↔° ≈≡↓↔• °≠ ↔ ≥≡←↔ ∂±…•≡← ±≈ ≥≡±≈ ±≡♦

1 2 3 4 5

D

C

B

A

1 2 3 4

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

G U

A M

, M .I.

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

AS SHOWN

1632562

FIRE PROTECTION

F Y

M

C A

F P

-3

/ A

JJ

Y

S

T A

N D

O F

F W

E A

P O

N S

C O

M P

LE

X

, M S

A

N A

V F

A C

P A

C

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A

DRAWFORM REVISION: 30 APR 2015

KATHYRIYA H. KENNEDY

98244

A N

D E

R S

E N

A F

B A

N D

E R

S E

N A

F B

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102 UNITED STATES

A/E INFO

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N62742-19-F-0327

JEG NO. WFXO6312

SCALE

HEAVY DUTY CONCRETE PAVEMENT SECTION

C1

NTS

13" PORTLAND CEMENT CONCRETE, PER SPEC 32 13 13.06

NOTE:

1. SEE DETAIL B4/CS502 FOR REINFORCING OF ODD SHAPED SLABS.

8" BASE COURSE PER SPEC 32 11 20

SUBGRADE PER SPEC 31 23 00.00 20

CONCRETE

FOOTING

3'-6"

3' -3

" 3'-0"

1" CROWN

GRADE SURFACE

8" DIAMETER

SCHEDULE 40

STEEL PIPE

PAINT "ANTIQUE LINEN"

WITH ONE YELLOW

REFLECTIVE TAPE

BAND AT THE TOP

1'-8"

MIN. DIA.

3" DOME, FILL POST

WITH CONCRETE

SCALE

PIPE BOLLARD DETAIL

A1

NTS

SLOPE TO DRAIN 1.50%

BROOM FINISH

1/4" R

COMPACTED SUBGRADE

3'-6"

2'-6"

1'-6"

SAWCUT FULL DEPTH OF

EXISTING AC PAVEMENT

TACKCOAT

MILL EXISTING

AC PAVEMENT

AND REPAVE

EXISTING

8" BASE

RECOMPACT EXISTING

BASE COURSE AND

APPLY PRIMECOAT

NEW CONCRETE TO EXISTING ASPHALT PAVEMENT JUNCTION NOTES:

1. REMOVE EXISTING AC PAVEMENT UP TO A HORIZONTAL DISTANCE OF

3'-6" FROM TRANSITION AS INDICATED.

2. REMOVE EXISTING BASE UP TO A HORIZONTAL DISTANCE OF 2'-6"

FROM TRANSITION AS INDICATED.

3. AFTER PLACEMENT OF FIRST LIFT OF ASPHALT CONCRETE PAVEMENT

WITHIN THE 3'-6" WIDE STRIP, MILL EXISTING PAVEMENT TO MATCH

THICKNESS OF FIRST LIFT OUT TO 10 FT FROM THE TRANSITION AS

INDICATED, TACK COAT, AND PLACE FINAL LIFT OF ASPHALT

CONCRETE PAVEMENT.

4. ASPHALT CONCRETE LIFT THICKNESS SHALL BE BETWEEN 2 IN

MINIMUM TO 3 IN MAXIMUM.

5. REFER TO CONCRETE PAVEMENT SECTIONS ON THIS SHEET FOR

PAVEMENT…