W912DW19B0013_Amendment_No._0001_APSB_JBLM.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

Invitation for Bid (IFB) W912DW19B0013, Aircraft Parts Storage Building, Joint Base Lew is-McChord, Washington Amendment No. 0001

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 27-Jun-2019

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 W912DW19B0013

X 9B. DATED (SEE ITEM 11)

06-Jun-2019

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 X is extended, 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

27-Jun-2019

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW19B0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT NO. 0001

1. The purposes of this Amendment No. 0001 are to incorporate the following revised documents:

a. Sections 01 22 00.00 10, 01 50 00, 00 73 00-A, and Section 00 10 00 SF1442.

b. Plans sheets A-111, A-111A, CP101 and CP101A.

2. The bid due date and time is EXTENDED from 8 July 2019 at 2:00PM Local Time to 9 July 2019 at 2:00PM Local Time. The SF1442 has been revised and included in this Amendment No. 0001 to reflect the due date and time extension.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE TO BIDDERS: Bidders must acknowledge receipt of all amendments including this amendment by number and date on SF1442.

5. All other terms and conditions remain unchanged.

Enclosures

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 08-Jul-2019 02:00 PM to 09-Jul-2019 02:00 PM.

(End of Summary of Changes)

Aircraft Parts Storage Building (APSB), Joint Base Lew is-McChord (JBLM), Washington

Provide all labor, materials, equipment, services, and incidentals required to perform all w ork for the project entitled: Aircraft Parts Storage Building, Joint Base Lew is-McChord, Washington.

In accordance w ith FAR 36.204, the order of magnitude for this project is estimated to be in the range of $1,000,000 to $5,000,000.

A pre-bid site visit is scheduled on 13 June 2019 at 9:00 AM Pacif ic Time. See Section 00 21 13 for more information.

The requirement is set-aside 100% for Women-Ow ned Small Business (WOSB) Concerns Eligible Under WOSB Program Set-Aside (See FAR 19.15).

X

SHAWNA WEST 206-764-6575

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

06-Jun-2019

(RFP)

(IFB)

CALL:

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

See Item 7

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 w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

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 __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________09 Jul 2019 (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 X is, is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill 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

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

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

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

FAX:TEL: TEL: FAX:

W912DW19B0013 63

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

UMMCA Aircraft Parts Storage Building 18020 Joint Base Lewis-McChord, WA W912DW19B0013

00 73 00-A - 1

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING NO. 20s/211-90-05, DATED 26 March 2019

SHEET

NUMBER

PLATE

NUMBER TITLE

REVISION

DATE

GENERAL

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX

3 G-003 FIRE PROTECTION / LIFE SAFETY CODE REVIEW

4 G-003A FIRE PROTECTION / LIFE SAFETY CODE REVIEW

(OPTION)

GEOTECHNICAL

5 B-101 EXPLORATION LOCATION PLAN

6 B-101A EXPLORATION LOCATION PLAN (OPTION)

7 B-301 EXPLORATION LOGS

8 B-302 TEST PIT LOGS

CIVIL

9 C-001 LEGEND, ABBREVIATION AND GENERAL

NOTES

10 C-002 ACCESS AND HAUL ROUTE

11 C-003 EXISTING SITE PLAN

12 CS101 GENERAL SITE PLAN

13 CS101A GENERAL SITE PLAN (OPTION)

14 CS102 SITE PLAN

15 CS102A SITE PLAN (OPTION)

16 CD101 DEMOLITION PLAN

17 CD101A DEMOLITION PLAN (OPTION)

18 CP101 JOINT LAYOUT PLAN R0001 26 JUN 2019

19 CP101A JOINT LAYOUT PLAN (OPTION) R0001 26 JUN 2019

20 CP102 JOINT GRADING PLAN

21 CP102A JOINT GRADING PLAN (OPTION)

22 CG101 GRADING PLAN

23 CG101A GRADING PLAN (OPTION)

24 CU101 UTILITY PLAN

25 CU101A UTILITY PLAN (OPTION)

26 CU102 STORMWATER PLAN

27 CU102A STORMWATER PLAN (OPTION)

28 C-301 SANITARY SEWER PROFILE 1

29 C-301A SANITARY SEWER PROFILE 1 (OPTION)

30 C-501 DETAILS 1 - SECTIONS AND PAVEMENT

00 73 00-A - 2

SHEET

NUMBER

PLATE

NUMBER TITLE

REVISION

JUNCTION DETAILS

31 C-502 DETAILS 2 - UTILITY DETAILS 1

32 C-503 DETAILS 3 - UTILITY DETAILS 2

33 C-504 DETAILS 4 - LEACHING CHAMBER DETAILS

34 C-505 DETAILS 5 - FENCE DETAILS

35 C-505A DETAILS 5 UTILITY DETAILS 2 (OPTION)

36 C-506 DETAILS 6 LEACHING CHAMBER DETAILS

37 C-507 DETAILS 7 FENCE DETAILS

STRUCTURAL

38 S-001 GENERAL STRUCTURAL NOTES

39 S-101 FOUNDATION PLAN

40 S-101A FOUNDATION PLAN (OPTION)

41 S-301 SECTIONS AND DETAILS

42 S-501 TYPICAL DETAILS

ARCHITECTURAL

43 A-001 ABBREVIATIONS, SYMBOLS AND GENERAL

44 A-002 AIR BARRIER PLAN & SECTIONS

45 A-002A AIR BARRIER PLAN & SECTIONS (OPTION)

46 A-101 FLOOR PLAN & PARTITION TYPES

47 A-101A FLOOR PLAN & PARTITION TYPES (OPTION)

48 A-111 REFLECTED CEILING AND ROOF PLAN R0001 26 JUN 2019

49 A-111A REFLECTED CEILING AND ROOF PLAN (OPTION) R0001 26 JUN 2019

50 A-201 BUILDING ELEVATIONS

51 A-201A BUILDING ELEVATIONS (OPTION)

52 A-301 BUILDING SECTIONS

53 A-302 WALL SECTIONS

54 A-501 WALL AND ROOF DETAILS

55 A-502 DOOR AND LOUVER DETAILS

56 A-511 MISC DETAILS

57 A-600 SCHEDULES AND DETAILS

58 A-601 EXTERIOR/INTERIOR SIGNAGE TYPES &

LOCATIONS

59 A-900 PERSPECTIVE VIEWS

60 A-901A PERPECTIVE VIEWS (OPTION)

FIRE PROTECTION

61 FA001 FIRE ALARM LEGEND

62 FA101 FIRE ALARM RCP

63 FA101A FIRE ALARM RCP (OPTION)

64 FA501 FIRE ALARM DETAILS I

00 73 00-A - 3

SHEET

NUMBER

PLATE

NUMBER TITLE

REVISION

65 FA601 FIRE ALARM MATRIX

66 FX001 FIRE PROTECTION LEGEND

67 FX101 FIRE SPRINKLER FLOOR PLAN

68 FX101A FIRE SPRINKLER FLOOR PLAN (OPTION)

69 FX301 FIRE PROTECTION SECTIONS

PLUMBING

70 P-001 PLUMBING LEGEND

71 P-101 SANITARY FLOOR PLAN

72 P-101A SANITARY FLOOR PLAN (OPTION)

MECHANICAL

73 M-001 HVAC LEGEND

74 M-101 HVAC FLOOR PLAN

75 M-101A HVAC FLOOR PLAN (OPTION)

76 M-301 HVAC BUILDING SECTIONS

77 M-501 HVAC DETAILS

78 M-601 HVAC SCHEDULES

79 M-700 HVAC CONTROLS LEGEND

80 M-701 HVAC SEQUENCE OF OPERATIONS

81 M-702 HVAC SEQUENCE OF OPERATIONS - RADIANT

HEATERS

82 M-703 POINT SCHEDULES I

83 M-704 POINT SCHEDULES II

ELECTRICAL

84 E-001 LEGEND, ABBREVIATIONS AND GENERAL

85 EG101A GROUNDING PLAN OPTION

86 ES101 ELECTRICAL OVERALL SITE PLAN

87 E-101 ELECTRICAL POWER PLAN

88 E-101A ELECTRICAL POWER PLAN (OPTION)

89 E-102 MECHANICAL POWER PLAN

90 E-102A MECHANICAL POWER PLAN (OPTION)

91 E-104 ELECTRICAL LIGHTING PLAN

92 E-104A ELECTRICAL LIGHTING PLAN

93 E-501 LIGHTING DETAILS AND SCHEDULE

94 E-502 ELECTRICAL LIGHT POLE DETAILS

95 E-503 ELECTRICAL GROUNDING DETAILS

96 E-504 ELECTRICAL CONTROL DIAGRAMS

97 E-601 ELECTRICAL ONE-LINE DIAGRAM

98 E-620 ELECTRICAL PANEL SCHEDULES 1

99 E-621 ELECTRICAL PANEL SCHEDULES 2

00 73 00-A - 4

SHEET

NUMBER

PLATE

NUMBER TITLE

REVISION

100 E-622 ELECTRICAL PANEL SCHEDULES 3

101 E-623 ELECTRICAL PANEL SCHEDULE 4

TELECOMMUNICATIONS

102 T-001 LEGEND, ABBREVIATIONS AND GENERAL

103 T-002 TELECOMMUNICATIONS OVERALL SITE PLAN 1

104 T-003 TELECOMMUNICATIONS OVERALL SITE PLAN 2

105 T-004 TELECOMMUNICATIONS SITE PLAN 1

106 T-005 TELECOMMUNICATIONS SITE PLAN 2

107 T-006 EXISTING BUTTERFLY DIAGRAM

108 T-007 BUTTERFLY DIAGRAM

109 T-101 TELECOMMUNICATION PLAN

110 T-101A TELECOMMUNICATION PLAN (OPTION)

111 T-201 ENLARGED TELECOMMUNICATIONS ROOM

112 T-401 TELECOMMUNICATION DETAILS 1

113 T-402 TELECOMMUNICATION DETAILS 2

114 T-403 TELECOMMUNICATION DETAILS 3

115 T-501 TELECOMMUNICATIONS DIAGRAMS

116 T-502 TELECOMMUNICATIONS ONE-LINE

GROUNDING AND BONDING DIAGRAMS

End of Attachment 00 73 00-A

FY19 UMMCA Aircraft Parts Warehouse 18020

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

1.3 BASE ITEMS

1.3.1 Item #0001

1.3.2 Item #0002

1.3.3 Item #0003

1.3.4 Item #0004

1.4 OPTIONAL ITEMS

1.4.1 Item #0005

1.4.2 Item #0006

1.4.3 Item #0007

1.5 PROGRESS PAYMENT INVOICE

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

1.6.2 Responsibilities

1.6.3 Certification

1.7 PROPOSED PROJECT MODIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 1 R0001

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

Payment items for the work of this Contract for which payments will be made are listed in the bid schedule and described below. The Contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The Contractor shall be responsible for transporting and disposal of all construction waste off-site.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed job item most closely associated with the work involved. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. No payment will be made for repair of damage resulting from Contractor operations.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.3 BASE ITEMS

1.3.1 Item #0001

Payment will be made at the contract job price for Item #0001: All work for construction of the storage building and all associated site work within 5-feet of the 8000gsf (BASE) building. Payment shall constitute full compensation for this item, complete.

1.3.2 Item #0002

Payment will be made at the contract job price for Item #0002: All work for O&M Manuals as specified in Section 01 78 23 OPERATIONS AND MAINTENANCE DATA from preparation to final approval. Payment shall constitute full compensation for this item, complete.

1.3.3 Item #0003

Payment will be made at the contract job price for Item #0003: All work for As-Built Drawings as specified in Section 01 78 00.00 27 CLOSEOUT SUBMITTALS from preparation to final approval. Payment shall constitute

SECTION 01 22 00.00 10 Page 2 full compensation for this item, complete.

1.3.4 Item #0004

Payment will be made at the contract job price for Item #0004: All work for DD 1354 as specified in Section 01 78 00.00 27 CLOSEOUT SUBMITTALS from preparation to final approval. Payment shall constitute full compensation for this item, complete.

1.4 OPTIONAL ITEMS

Optional item 0005 adds 2,000 GSF to base bid item 0001. If the option is not exercised the storage building will be 8,000 GSF. If the option item is exercised the building will be a total of 10,000 GSF.

If optional item 0005 is exercised, optional item 0007 will be exercised as well. If optional item 0005 is NOT exercised, ONLY optional item 0006 will be exercised.

1.4.1 Item #0005

Payment will be made at the Contract job price for Item #0005: All work for construction of the storage building and all associated site work within 5-feet of the additional 2000gsf (OPTION) building.. Payment shall constitute full compensation for this item, complete.

1.4.2 Item #0006

Payment will be made at the contract job price for Item #0006: All work for site preparation including demolition and construction of site work, site utilities, and all other improvements from the construction limits to 5-feet from the 8000gsf (BASE) building. Payment shall constitute full compensation for this item, complete.

1.4.3 Item #0007

Payment will be made at the contract job price for Item #0006: All work for site preparation including demolition and construction of site work, site utilities, and all other improvements from the construction limits to 5-feet from the 10,000gsf (BASE + OPTION) building. Payment shall constitute full compensation for this item, complete.

1.5 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in RMS). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

SECTION 01 22 00.00 10 Page 3

Submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on-site staff for each week.

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

Within 14 days after award of the Contract, designate a point of contact (POC) within their organization who will be responsible for the Construction Wage Rate Requirements Labor Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and FAR 52.222.

1.6.2 Responsibilities

The designated Contractor POC shall be responsible for Construction Wage Rate Requirements Labor Program activities including, but not limited to:

a. Documentation and record keeping;

b. Submittal and accuracy of certified payrolls;

c. Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;

d. Posting of the wage determination, approved additional classifications and rates, labor and EEO posters;

e. Coordination with the Contracting Officer's Labor Program POC.

Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

1.6.3 Certification

The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor Standards of the contract except as otherwise stated."

1.7 PROPOSED PROJECT MODIFICATIONS

Price proposals for contract modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. The current threshold for requiring cost or pricing data is $ 700,000 2,000,000 but is subject to change. (See FAR 15.403 (a) (1) iii.) Any modification

SECTION 01 22 00.00 10 Page 4 proposal that exceeds the cost and pricing data threshold shall meet the requirements of FAR 15.403. (See instructions for Change Orders/Modification and Claims in Table 15-2 of FAR 15.408.)

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 22 00.00 10 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

1.4 BACKFLOW PREVENTERS CERTIFICATE

1.4.1 Backflow Tester Certificate

1.4.2 Backflow Prevention Training Certificate

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project Identification Signs

2.1.3 Warning Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.3 FENCING

2.4 TEMPORARY WIRING

2.5 BACKFLOW PREVENTERS

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 TEMPORARY BULLETIN BOARD

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

3.3.2 Payment for Utility Services

3.3.3 Meters and Temporary Connections

3.3.4 Final Meter Reading

3.3.5 Retainage and Payment

3.3.6 Sanitation

3.3.7 Telephone

3.3.8 Obstruction Lighting of Cranes

3.3.9 Fire Protection

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

3.4.2 Protection of Traffic

3.4.3 Rush Hour Restrictions

3.4.4 Dust Control

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety Systems

3.5.2 Administrative Field Offices

3.5.3 Storage Area

3.5.4 Supplemental Storage Area

SECTION 01 50 00 Page 1

3.5.5 Appearance of Trailers

3.5.6 Maintenance of Storage Area

3.5.7 New Building

3.5.8 Security Provisions

3.5.9 Weather Protection of Temporary Facilities and Stored Materials

3.5.9.1 Building and Site Storm Protection

3.6 PLANT COMMUNICATIONS

3.7 TEMPORARY PROJECT SAFETY FENCING

3.8 CLEANUP

3.9 RESTORATION OF STORAGE AREA

-- End of Section Table of Contents --

SECTION 01 50 00 Page 2

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

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 WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17)

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

SECTION 01 50 00 Page 3

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. 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

Construction Site Plan; G

Traffic Control Plan; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List , University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that

SECTION 01 50 00 Page 4 states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, provide a clear weatherproof covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Coordinate requirements herein with

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

2.1.2 Project Identification Signs

The requirements for the signs are attached. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of contruction hazards. Signs must require unauthorized persons to keep out of the construction site.

Correct the data required by safety signs daily.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

At contractor's expense, construct access and haul roads necessary for proper prosecution of the work under this contract in accordance with EM 385-1-1 Section 04. Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided.

Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times.

Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

SECTION 01 50 00 Page 5

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Fencing must be installed to be able to restrain a force of at least 250 pounds against it.

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

2.5 BACKFLOW PREVENTERS

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged cast iron, bronze mounted gate valve and strainer, 304 stainless steel or bronze, internal parts. The particular make, model/design, and size of backflow preventers to be installed must be included in the latest edition of the List of Approved Backflow Prevention Assemblies issued by the FCCCHR List and be accompanied by a Certificate of Full Approval from FCCCHR List . After installation conduct Backflow Preventer Tests and provide test reports verifying that the installation meets the FCCCHR Manual Standards.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction contract employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Employee parking must not interfere with existing and established parking requirements of the government installation.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

3.3.2 Payment for Utility Services

a. The Contractor shall enter into a utility service agreement with JBLM DPW for metering and payment of utilities. The Government will make all reasonably required utilities available from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates

SECTION 01 50 00 Page 6 determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

b. Reasonable amounts of electricity and potable water will be made available to the Contractor at the prevailing rates.

c. The point at which the Government will deliver such utilities or services and the quantity available is as indicated. Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing certified backflow-preventing devices on connections to domestic water lines;

providing meters; providing transformers; and make disconnections.

3.3.3 Meters and Temporary Connections

The Installation Utility Officer, (253) 966-1741, will identify available quantity and point of connection at which the Government (JBLM DPW) will deliver electricity and/or potable water. The Contractor shall pay all costs incurred in connecting, converting, and transferring utilities to the work. The Contractor shall make connections, including providing transformers and make disconnections per installation standards. At the Contractor's expense, and in a manner satisfactory to the Contracting Officer, provide and maintain necessary temporary connections, distribution lines, and meter bases and meters required to measure the amount of each utility used for the purpose of determining charges.

Electricity shall be metered using a Square D PM820 meter. Under no circumstances will taps to base fire hydrants be allowed for obtaining domestic water without a required backflow prevention device. Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utility service agreement can be established.

3.3.4 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Installation Utility Officer will arrange for a final meter reading. Following Government final meter reading and clearance, the Contractor shall disconnect service, and remove any equipment it installed, then remove all the temporary distribution lines, meter bases, and associated paraphernalia. Pay all outstanding utility bills before final acceptance of the work by the Government (Beneficial Occupancy Date - BOD).

3.3.5 Retainage and Payment

The Government will retain Contract funds for estimated utility costs until receipts are provided confirming payment. Utility service payment checks shall be made out to "US Department of Treasury" and can be mailed to: Public Works, Box 339500, MS17; ATTN IMLM-PWF; Joint Base Lewis-McChord, WA 98433-5000.

3.3.6 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into any municipal, district, or

SECTION 01 50 00 Page 7 commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor.

Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system.

Maintain these conveniences at all times. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.3.7 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.3.8 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1 . Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.3.9 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials weekly to minimize potential hazards.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect

SECTION 01 50 00 Page 8 the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations without notification to and approval by the Contracting Officer.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

Contractor-owned or -leased trailers must be identified by Government assigned numbers. Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the Government. Temporary facilities will meet requirements as identified in EM 385-1-1 Section 04.

3.5.1 Safety Systems

Protect the integrity of any installed safety systems or personnel safety devices. Obtain prior approval from Contracting Officer if entrance into systems serving safety devices is required. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.5.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.5.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored green, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

SECTION 01 50 00 Page 9

3.5.4 Supplemental Storage Area

Upon request, and pending availability, the Contracting Officer will designate another or supplemental area for the use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. The area will be maintained in an clean and orderly fashion and secured if needed to protect supplies and equipment. Utilities will not be provided to this area by the Government.

3.5.5 Appearance of Trailers

a. Trailers which are rusted, have peeling paint or are otherwise in need of repair will not be allowed on Installation property. Trailers must present a clean and neat exterior appearance and be in a state of good repair.

b. Maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

3.5.6 Maintenance of Storage Area

Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, and will be traversed with construction equipment or other vehicles, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.5.7 New Building

In the event a new building is constructed for the temporary project field office, it will be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building must be waterproof, supplied with a heater, have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities must be furnished. Screen the windows and doors and provide the doors with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins will be non-removable. Arrange the windows to open and to be securely fastened from the inside. Protect glass panels in windows by bars or heavy mesh screens to prevent easy access. In warm weather, furnish air conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 20 degrees F below the outside temperature when the outside temperature is 95 degrees F. Any new building erected for a temporary field office must be maintained during the life of the contract. Unless otherwise directed by the Contracting Officer, remove the building from the site upon completion and acceptance of the work.

SECTION 01 50 00 Page 10

3.5.8 Security Provisions

Provide adequate outside security lighting at the temporary facilities.

The Contractor will be responsible for the security of its own equipment.

3.5.9 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.9.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

Provide the Government Resident Engineer with an office, approximately 200 square feet in floor area, located where directed and providing space heat, air conditioning unit, electric light and power, and toilet facilities consisting of one lavatory and one water closet complete with connections to water and sewer mains. Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4 by 8 foot plan table, computer work space a standard size office desk and chair, and telephone. At completion of the project, the office will remain the property of the Contractor and be removed from the site. Utilities will be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer. Compliance with safety and appearance requirements for temporary facilities stated in previous paragraphs is required.

3.6.2 Trailer-Type Mobile Office

The option is available to, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer to meet the requirements of the minimum facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds. Coordinate requirements for proper anchoring with EM 383-1-1 Section 04.

3.6 PLANT COMMUNICATIONS

Whenever the individual elements of the plant are located so that operation by normal voice between these elements is not satisfactory, install a satisfactory means of communication, such as telephone or other suitable devices and make available for use by Government personnel.

SECTION 01 50 00 Page 11

3.7 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, removefrom the work site.

3.8 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.9 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence. Restore areas used during the performance of the contract to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 12

A-201 F4

A-201 C3

A-201 A3

D

E

C

A

F

B

1 2 3 4

1'

8"

0"

0"

1'

8"

A-201A E2

1" / 1'-0" 1" / 1'-0"

2' - 0"

GENERAL NOTES:

1. SEE SHEET A-001 FOR STANDARD INFORMATION;

SYMBOLS, ABBREVIATIONS, LEGENDS AND DRAWING

CONVENTIONS.

2. DETAILS PROVIDED IN DRAWINGS ARE FOR

COMPLETENESS OF ROOF CONSTRUCTION (1:12 SLOPE),

COMPLETENESS OF AIR BARRIER SYSTEM AND

COMPLETENESS OF THE BUILDING ENCLOSURE. ANY

DETAILS THAT CONFLICT WITH APPROVED ROOF

MANUFACTURERS STANDARD DETAIL SHALL BE REVISED

& RESUBMITTED AS ROOF SYSTEM SHOP DRAWINGS

THROUGH CONTRACTING OFFICER.

3. FOR EXACT LOCATION & DIMENSION OF ROOF

PENETRATIONS SEE MECHANICAL & PLUMBING

DRAWINGS.

4. FALL PROTECTION ANCHORS SHALL BE DESIGNED TO

RESIST 5000…