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Center Hill - Auxiliary Dam Reinforcing Berm and Left Rim Stabilization
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W912P5-14-R-0003
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Amendment 0001

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W38XDD33094432

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

Center Hill - Auxiliary Dam Reinforcing Berm and Left Rim Stabilization The purpose of this amendment is to:

1. Add an additional organized site visit and opportunity to view geologic cores.

2. Extend the due date for questions to 2 November 2015 at 9:00 AM Central Time.

3. Revise the Specifications.

4. Add the CAD draw ings.

5. Update clause 52.236-27 Alt I Site Visit (Construction)

6. Update clause 52.252-3 Alterations in Solicitation

7. Update clause 252.236-7001 Contract Draw ings and Specifications

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 16-Oct-2015

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 W912P5-14-R-0003

X 9B. DATED (SEE ITEM 11)

30-Sep-2015

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

16-Oct-2015

CODE

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, ROOM A680

NASHVILLE TN 37202-1070

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P5-14-R-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

RFP No. W912P5-14-R-0003 Amendment No. 0001

Auxiliary Dam Reinforcing Berm and Left Rim Stabilization Center Hill Reservoir Project

DeKalb County, Tennessee

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Section 01 22 00 MEASUREMENT AND PAYMENT

1. Remove Section 01 22 00 pages 7 through 12, and replace with revised Section 01 22 00 pages 7 through 12.

B. Section 01 55 26 MAINTENANCE AND CONTROL OF TRAFFIC

1. Remove Section 01 55 26 in its entirety (pages 1 through 6), and replace with revised Section 01 55 26 (pages 1 through 6), C. Section 31 00 00 EARTHWORK

1. Remove Section 31 00 00 pages 5 and 6, and replace with revised Section 31 00 00 pages 5 and 6.

D. Section 31 23 05 EXCAVATION

1. Remove Section 31 23 05 page 13, and replace with revised Section 31 00 00 page 13.

E. Appendix A – FORMS AND ATTACHMENTS

1. Remove the SUBMITTAL REGISTER in its entirety (pages 1 through 21), and replace with revised SUBMITTAL REGISTER (pages 1 through 21).

--- END OF AMENDMENT NO. 0001 TECHNICAL CHANGES---

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMEND 0001 INSTRUCTIONS

1.8 Pre-Proposal Site Visit and Opportunity to View Geologic Cores

An organized site visit and an opportunity to view geologic cores from the site area are scheduled during the solicitation period. Offerors should inspect the job site prior to submitting a proposal. Offerors should take such other steps as may be reasonably necessary to ascertain the nature and location of the work and the general and local conditions that can affect the work or the cost thereof. Failure to do so will not relieve Offerors from the responsibility for properly estimating the difficulty or cost of successfully performing the work. The Government assumes no responsibility for any understanding or representations concerning conditions made by any of its officers, agents or employees, unless included in the solicitation, the specifications or related documents.

Please refer to the Federal Acquisition Regulations (FAR) clause 52.236-27 Alt I, incorporated by full text in this solicitation, for information pertaining to the scheduled site visit.

1.9 Requirement to Register to Attend Site Visit

NOTE: Contractors that received approval for the initial organized round of site visits do not need to resubmit their form, but please still notify Heather Turner that you will be in attendance for the second organized round of site visits. Contractors that have not already submitted a form, please follow instructions below.

Only registered persons will be permitted to attend the site visit. In addition to the information below, please also provide your firm’s name, firm’s CAGE and/or DUNS number, and name and position title of primary point-of-contact and their telephone number and email address. Please provide this information via email to Heather.D.Turner@usace.army.mil. Four persons from each business entity will be permitted to attend.

U.S. CITIZENS: The Offeror shall submit a Nashville District Corps of Engineers U.S.

Citizen Pre-Bid and/or Site Visit Request Form to the LRN Point of Contact, Contract Specialist Heather Turner, no later than five (5) days prior to the site visit. If submitting the document in less than five days, the Offeror may not receive approval for participation. The LRN POC will notify the individual(s) if the request is approved or denied. The form is available as a pdf attachment on www.fbo.gov with this solicitation and is titled Pre-Bid Meeting and/or Site Visit Request Form.

FOREIGN NATIONALS (FNs): All non-U.S. Citizens, including permanent residents wishing to attend the site visit must be approved in advance. FNs wishing to attend a site visit shall submit a completed Nashville District Corps of Engineers Foreign National Pre-Bid Meeting Request Form and legible color copies of two of the following documents: Passport

(unexpired or expired), Certificate of U.S. Citizenship (INS Form N-560 04 N-561), Certificate of Naturalization (INS Form N-550 or N-570), unexpired foreign Passport with I- 551 stamp or attached INS Form I-94 indicating unexpired employment authorization, an Alien Registration Receipt Card with photo (INS Form I-151 or I-551), unexpired Temporary Resident Card (INS Form I-688), unexpired Employment Authorization Card (INS Form I- 688A), unexpired Reentry Permit (INS Form I-327), unexpired Refugee Travel Document (INS Form I-571), or unexpired Employment Authorization Documentation issued by the INS which contains a photograph (INS Form I-688B) to the LRN Point of Contact, Contract Specialist Heather Turner, who will forward the documents to the LRN-SM mailbox (dll-celrn-sm@usace.army.mil) for approval. These documents must be submitted one (1) week prior to the site visit. FN requests require approval at the Headquarters U.S. Army Corps of Engineers (HQUSACE) level. Exceptions will be considered on a case by case basis but will be limited. The form is available as a pdf attachment on www.fbo.gov with this solicitation and is titled Foreign National Pre-Bid Meeting Request Form.

POINT-OF-CONTACT: For questions and /or concerns regarding the site visit, please contact Contract Specialist Heather Turner via email at the address referenced in the first paragraph of this section.

These will be the only site visits for this project. If you miss the scheduled site visits, no other arrangements will be made due to personnel and time restrictions.

1.10 Questions and Clarifications

Questions and clarifications regarding the solicitation must be submitted to Heather Turner via email at Heather.D.Turner@usace.army.mil no later than 9:00 AM CT on 2 November 2015.

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit and opportunity to view representative geologic cores from the site are scheduled for—

Site Visits on 14 and 27 October 2015 at 9:00 a.m. Central Time

(c) Participants will meet at—

Participants will meet at Center Hill Dam, near Lancaster, TN at the Center Hill Resource Manager’s Shop Conference Room.

From North of Center Hill Lake: Travel I-40 to Exit 268; head south on Highway 96. Travel about 5 miles to the stop sign at the intersection of Highways 96 and 141 (Big Rock Market will be on the right, Edgar Evins State Park ahead). Turn right at the stop sign. About ¼ mile on the right, veer right at the “Resource Manager’s Office” sign.

Take the first road to the right. Pass the stone Resource Mgrs office on the right and continue through the gate. The SHOP Facility is the metal building on the right. Enter at the glass doors along the end.

From South of Center Hill Lake: From TN State Highway 70, travel Highway 56 to I-40 and follow directions above OR take TN State Highway 96 north about 25 miles over Center Hill Dam. Take the first left on the north side of the dam, at the “Resource Manager’s Office” sign. Take the first road to the right. Pass the stone Resource Mgrs office on the right and continue through the gate. The SHOP Facility is the metal building on the right. Enter at the glass doors along the end.

NOTE: The Reinforcing Berm site and the Left Rim area are accessible over unimproved roads. The Government will not provide transportation. Offerors are encouraged to arrive in vehicles capable of traversing unimproved access road which contains swells and ditches.

Opportunity to view representative geologic cores on 15 and 28 October 2015 at 9:00 a.m. – 12:00 p.m. Central Time

Participants will meet at—

J. Percy Priest Dam Maintenance Compound, 3699 Bell Rd, Nashville, TN 37214

From Interstate 40, take Exit 219 Stewarts Ferry Road, drive south to Bell Road, turn left (east). Make an immediate right and another right into the Compound. Once inside the compound, turn left and proceed to the second building on the left.

(End of provision)

SECTION 00600 - REPRESENTATIONS & CERTIFICATIONS

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001: The purpose of this amendment is to:

1. Add an additional organized site visit and opportunity to view geologic cores.

2. Extend the due date for questions to 2 November 2015 at 9:00 AM Central Time.

3. Revise the Specifications.

4. Add the CAD drawings.

5. Update clause 52.236-27 Alt I Site Visit (Construction)

6. Update clause 52.252-3 Alterations in Solicitation

7. Update clause 252.236-7001 Contract Drawings and Specifications

SECTION 00700 - CONTRACT CLAUSES

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Technical Specifications: W912P5-14-R-0003TSpecs.pdf W912P5-14-R-0003TSpecsAppendixA.pdf W912P5-14-R-0003TspecsAm1Pgs.pdf

Plans: W912P5-14-R-0003Plans.pdf

SHEET DRAWING TITLE

1 OF 108 Q4-RCC-G-01 COVER SHEET

2 OF 108 Q4-RCC-G-02 VICINITY AND LOCATION MAP

3 OF 108 Q4-RCC-G-03 LIST OF DRAWINGS

4 OF 108 Q4-RCC-G-04 LEGENDS AND ABBREVIATIONS - GEOTECHNICAL

5 OF 108 Q4-RCC-G-05 LEGENDS AND ABBREVIATIONS - STRUCTURAL

6 OF 108 Q4-RCC-G-06 LEGENDS AND ABBREVIATIONS - ELECTRICAL

7 OF 108 Q4-RCC-G-07 LEGENDS AND ABBREVIATIONS - SECURITY

8 OF 108 Q4-RCC-G-08 CONTRACTOR WORK LIMITS - RCC REINFORCING BERM

9 OF 108 Q4-RCC-G-09 CONTRACTOR WORK LIMITS - LEFT RIM

10 OF 108 Q4-RCC-V-01 REFERENCE MONUMENTS

11 OF 108 Q4-RCC-V-02 EXISTING INSTRUMENTATION

12 OF 108 Q4-RCC-V-03 SURVEY MONUMENTS

13 OF 108 Q4-RCC-V-04 SURVEY DISK DETAILS

14 OF 108 Q4-RCC-V-05 THERMAL DATA LOGGER - LOCATION AND DETAILS

15 OF 108 Q4-RCC-B-01 EXPLORATION PLAN

16 OF 108 Q4-RCC-B-02 LEFT EXPLORATION TRENCH

17 OF 108 Q4-RCC-B-03 RIGHT EXPLORATION TRENCH

18 OF 108 Q4-RCC-B-04 SECTION A1-A1

19 OF 108 Q4-RCC-B-05 SECTION A2-A2

20 OF 108 Q4-RCC-B-06 SECTION B-B

21 OF 108 Q4-RCC-B-07 SECTION C-C

22 OF 108 Q4-RCC-B-08 SECTION D-D

23 OF 108 Q4-RCC-B-09 FOUNDATION PLAN AND TOP OF ROCK

24 OF 108 Q4-RCC-B-10 RCC EXCAVATION PLAN

25 OF 108 Q4-RCC-B-11 RCC EXCAVATION SECTIONS

26 OF 108 Q4-RCC-B-12 DENTAL CONCRETE DETAILS

27 OF 108 Q4-RCC-B-13 SLOPE REINFORCEMENT DETAILS

28 OF 108 Q4-RCC-B-14 BLANKET GROUTING

29 OF 108 Q4-RCC-B-15 LEFT RIM - PRE EXCAVATION PLAN

30 OF 108 Q4-RCC-B-16 NORTH FACING - SHEET 1 OF 2

31 OF 108 Q4-RCC-B-17 NORTH FACING - SHEET 2 OF 2

32 OF 108 Q4-RCC-B-18 SOUTH FACING PROFILE - SHEET 1 OF 2

33 OF 108 Q4-RCC-B-19 SOUTH FACING PROFILE - SHEET 2 OF 2

34 OF 108 Q4-RCC-B-20 LEFT RIM - POST EXCAVATION PLAN

35 OF 108 Q4-RCC-B-21 LEFT RIM - CROSS SECTIONS SHEET 1 OF 9

36 OF 108 Q4-RCC-B-22 LEFT RIM - CROSS SECTIONS SHEET 2 OF 9

37 OF 108 Q4-RCC-B-23 LEFT RIM - CROSS SECTIONS SHEET 3 OF 9

38 OF 108 Q4-RCC-B-24 LEFT RIM - CROSS SECTIONS SHEET 4 OF 9

39 OF 108 Q4-RCC-B-25 LEFT RIM - CROSS SECTIONS SHEET 5 OF 9

40 OF 108 Q4-RCC-B-26 LEFT RIM - CROSS SECTIONS SHEET 6 OF 9

41 OF 108 Q4-RCC-B-27 LEFT RIM - CROSS SECTIONS SHEET 7 OF 9

42 OF 108 Q4-RCC-B-28 LEFT RIM - CROSS SECTIONS SHEET 8 OF 9

43 OF 108 Q4-RCC-B-29 LEFT RIM - CROSS SECTIONS SHEET 9 OF 9

44 OF 108 Q4-RCC-C-01 GRADING PLAN

45 OF 108 Q4-RCC-C-02 CROSS SECTION

46 OF 108 Q4-RCC-C-03 GRADING SECTIONS - A-A TO C-C

47 OF 108 Q4-RCC-C-04 GRADING SECTIONS - D-D TO F-F

48 OF 108 Q4-RCC-C-05 GRADING SECTIONS - G-G TO I-I

49 OF 108 Q4-RCC-C-06 GRADING SECTIONS - J-J TO L-L

50 OF 108 Q4-RCC-C-07 DRAINAGE PLAN AND SECTIONS

51 OF 108 Q4-RCC-C-08 BEHIND LEFT RIM CUT - PLAN

52 OF 108 Q4-RCC-C-09 BEHIND LEFT RIM CUT - NOTES AND DETAIL

53 OF 108 Q4-RCC-C-10 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 2+00 - STA. 3+00

54 OF 108 Q4-RCC-C-11 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 3+50 - STA. 4+50

55 OF 108 Q4-RCC-C-12 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 5+00 - STA. 6+00

56 OF 108 Q4-RCC-C-13 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 6+50 - STA. 7+50

57 OF 108 Q4-RCC-C-14 MISCELLANEOUS – DETAILS

58 OF 108 Q4-RCC-S-01 RCC BERM - PLAN

59 OF 108 Q4-RCC-S-02 ELEVATION

60 OF 108 Q4-RCC-S-03 SPILLWAY SECTION - SHEET 1 OF 2

61 OF 108 Q4-RCC-S-04 SPILLWAY SECTION - SHEET 2 OF 2

62 OF 108 Q4-RCC-S-05 WATERSTOP DETAILS

63 OF 108 Q4-RCC-S-06 NON OVERFLOW SECTION

64 OF 108 Q4-RCC-S-07 GALLERY ENTRANCE

65 OF 108 Q4-RCC-S-08 FACING DETAILS

66 OF 108 Q4-RCC-S-09 GALLERY DETAILS

67 OF 108 Q4-RCC-S-10 HANDRAIL DETAILS

68 OF 108 Q4-RCC-S-11 RCC TEST SECTION

69 OF 108 Q4-RCC-S-12 GENERAL PLACEMENT - PROCEDURES

70 OF 108 Q4-RCC-S-13 GENERAL PLACEMENT - GERCC PLACEMENT METHODS

71 OF 108 Q4-RCC-S-14 BARRIER SWING GATE - DETAILS

72 OF 108 Q4-RCC-E-01 GENERAL LAYOUT AND DETAIL

73 OF 108 Q4-RCC-E-02 SINGLE LINE DIAGRAM

74 OF 108 Q4-RCC-E-03 GALLERY DETAILS - SHEET 1 OF 2

75 OF 108 Q4-RCC-E-04 GALLERY DETAILS - SHEET 2 OF 2

76 OF 108 Q4-RCC-E-05 AREA AND GALLERY LIGHTING CONTROLS

77 OF 108 Q4-RCC-E-06 480 VOLT PANEL SCHEDULE

78 OF 108 Q4-RCC-E-07 MOTORS WIRING DIAGRAM

79 OF 108 Q4-RCC-E-08 AREA LIGHTING DETAILS

80 OF 108 Q4-RCC-E-09 GROUNDING MAT - PLAN

81 OF 108 Q4-RCC-E-10 GROUNDING MAT - DETAILS

82 OF 108 Q4-RCC-E-11 LIGHTING PROTECTION DETAILS

83 OF 108 Q4-RCC-E-12 MISCELLANEOUS DETAILS

84 OF 108 Q4-RCC-T-01 SECURITY - BLOCK DIAGRAM

85 OF 108 Q4-RCC-T-02 SECURITY - SECURITY AND CCTV BLOCK DIAGRAMS

86 OF 108 Q4-RCC-T-03 SECURITY - UPS BLOCK DIAGRAM

87 OF 108 Q4-RCC-T-04 SECURITY - TELEPHONE BLOCK DIAGRAM

88 OF 108 Q4-RCC-T-05 SECURITY - SITE PLAN

89 OF 108 Q4-RCC-T-06 GALLERY SECURITY LAYOUT - SHEET 1 OF 2

90 OF 108 Q4-RCC-T-07 GALLERY SECURITY LAYOUT - SHEET 2 OF 2

91 OF 108 Q4-RCC-T-08 SECURITY - EQUIPMENT CABINETS LAYOUTS

92 OF 108 Q4-RCC-T-09 ELECTRICAL - SECURITY DETAILS

93 OF 108 Q4-RCC-T-10 SECURITY - CCTV DETAILS

94 OF 108 Q4-RCC-T-11 ELECTRICAL - 120 VOLT PANEL SCHEDULES

95 OF 108 Q4-RCC-T-12 ELECTRICAL - UPS PANEL SCHEDULES

96 OF 108 Q4-RCC-T-13 SECURITY SYSTEM CABLE SCHEDULE

97 OF 108 Q4-RCC-M-01 GALLERY PIPING AND VENTILATION DETAILS

98 OF 108 Q4-RCC-M-02 SUMP PIT DETAILS - MECHANICAL PIPING SECTIONS

99 OF 108 Q-4/315.2 ELECTRICAL - ROADWAY CONDUITS - NON OVERFLOW SECTIONS

100 OF 108 Q-4/316.3 ELECTRICAL SYSTEM - ROADWAY CONDUITS - POWER INTAKE

SYSTEM

101 OF 108 Q-4/317.2 ELECTRICAL - ROADWAY CONDUITS - SPILLWAY PIERS 1 AND 9

102 OF 108 Q-4/317A.1 ELECTRICAL - ROADWAY CONDUITS - SPILLWAY PIERS 2 AND 8

103 OF 108 Q-4/319.1 ELECTRICAL SYSTEM - ROADWAY CONDUITS - MANHOLE DETAILS

104 OF 108 Q-4/320.3 ELECTRICAL - PYLON CONDUITS - FLOOR PLANS

105 OF 108 Q-4/321.3 ELECTRICAL - PYLON CONDUITS - SECTIONS

106 OF 108 Q-4/325.2 ELECTRICAL - GALLERY CONDUITS - LEFT END

107 OF 108 Q-4/827.9 POWER WIRING PLAN

108 OF 108 Q-4/839A.9 SPREAD ROOM ARRANGEMENT - SECTIONS

CAD Drawings:

W912P5-14-R-0003PlansDGN01.zip W912P5-14-R-0003PlansDGN02.zip W912P5-14-R-0003PlansDGN03.zip W912P5-14-R-0003PlansDGN04.zip W912P5-14-R-0003PlansDGN05.zip W912P5-14-R-0003PlansDGN06.zip W912P5-14-R-0003PlansDGN07.zip W912P5-14-R-0003PlansDGN08.zip W912P5-14-R-0003PlansDGN09.zip

W912P5-14-R-0003PlansDGN10.zip

(End of clause)

(End of Summary of Changes)

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