W912P5-14-R-0003-0003.pdf

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. Revise the Plans and Specifications.

2. Post the second site visit attendees.

3. Post second round of Questions and Answ ers. The due date for questions remains 6 November 2015 at 9:00 AM CT.

4. Revise the Proposal Price Breakout Schedule

5. Update clause 52.252-3 Alterations in Solicitation.

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

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 05-Nov-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

05-Nov-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 0003

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

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

DeKalb County, Tennessee

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Section 31 00 00 EARTHWORK

1. Remove Section 31 00 00 pages 9 and 10, and replace with revised Section 31 00 00 pages 9 and 10.

II. CHANGES TO CONTRACT DRAWINGS

A. Replace the following drawing with the listed revised drawing:

Previous Revised Drawing No. Drawing No. Description

Q4-RCC-B-15 Q4-RCC-B-15.1 LEFT RIM PRE EXCAVATION PLAN

Q4-RCC-C-08 Q4-RCC-C-08.1 BEHIND LEFT RIM CUT - PLAN

Q4-RCC-C-10 Q4-RCC-C-10.1 BEHIND LEFT RIM CUT – CROSS SECTIONS

STA 1+00 – STA 2+50

Q4-RCC-C-11 Q4-RCC-C-11.1 BEHIND LEFT RIM CUT – CROSS SECTIONS

STA 3+00 – STA 4+50

Q4-RCC-C-12 Q4-RCC-C-12.1 BEHIND LEFT RIM CUT – CROSS SECTIONS

STA 5+00 – STA 6+50

Q4-RCC-C-13 Q4-RCC-C-13.1 BEHIND LEFT RIM CUT – CROSS SECTIONS

STA 7+00 – STA 8+00

--- END OF AMENDMENT NO. 0003 TECHNICAL CHANGES---

III. CHANGES TO PROPOSAL PRICE BREAKOUT SCHEDULE

Changed estimated quantities for CLIN 0004, Excavation for the Main Dam’s Left Rim, CLIN 0009, Overburden Excavation for the Reinforcing Berm, and CLIN 0011, Rock Excavation for Reinforcing Berm.

ATTENDEES 2ND SITE VISIT

Number Name Company Name

1 Robert Allen Phillips and Jordan

2 Herbert Anders Claiborne Hauling, LLC

3 Jeffrey Boone Ameritech Slope Constructors, Inc.

4 Dantanna Bryant Rock Solutions, LLC

5 Randy Cleary Cleary Construction Inc.

6 Bryan Embry GSI

7 Robert Forbes Ameritech Slope Constructors, Inc.

8 Richard Holt Rogers Group, Inc.

9 Dan Hurst KS Ware

10 Michael Hurst Claiborne Hauling, LLC

11 Bruce Jamieson Granite Construction Company

12 Robb Johnson ASI Constructors, Inc.

13 Elizabeth McConnell TEAM Enterprises

14 Timothy McConnell TEAM Enterprises

15 Andrew Naler Phillips and Jordan

16 Jeffrey Pepper S&ME, Inc.

17 Bart Saucier Plateau Engineering

18 Carl Stinnett Rogers Group, Inc.

19 Dana Tally Granite Construction Company

20 John Turner Rogers Group, Inc.

21 Ernie Waterman Granite Construction Company

22 Charles Whittenburg Whittenburg Land Surveying

QUESTIONS AND ANSWERS (2)

Questions and Answers – Amendment 0003

39. Question: Is damage allowed to the left rim concrete platform during blasting and excavation? Does the platform need to be resurfaced after stabilization efforts are completed?

Answer: Yes, damage to the platform is allowed. See Specification Section 31 00 00 Paragraph 3.4 for final platform surface requirements.

40. Question: Is the concrete platform surface at the left rim to be removed and if so, can it be buried in the saddle dam fill area or must it be disposed?

Answer: There is no requirement for removal of the concrete platform at the left rim. There are no left rim platform resurfacing requirements; however, the original platform surface must be passable by maintenance vehicles per Section 31 00 00, Para. 3.4. Demolished concrete debris from the platform and any other areas cannot be placed in the saddle dam backfill but may be placed in disposal sites per Section 01 57 20, Para. 3.6.2.c.

41. Question: Where are disposal sites for saddle dam excavated material and can excavated rock be disposed below the RCC Berm area on State Park land?

Answer: Disposal must be placed in the left rim designated disposal site or hauled to an approved offsite disposal area. No disposal may be placed on State Park land.

42. Question: Please review all disposal areas.

Answer: Disposal Area is identified on drawing Q4‐RCC‐G‐02. Specification section 31 00 00 Paragraph 3.1 covers on‐site and off‐site disposal.

43. Question: Is the disposal area provided sufficient to hold all excess excavated material?

Answer: Yes, the capacity of the left rim disposal area is estimated to be large enough to receive all of the excess material that is not required for the engineered fill to be used at the RCC berm, as revised, in amendment 0003, Paragraphs I.A and II.A.

44. Question: Total quantities on the left rim? (Provide excavation and disposal quantities on the project?)

Answer: Quantities are provided in the bid schedule and specification section, as revised, in amendment 0003, Paragraphs I.A and II.A.

45. Question: Is there an on‐site disposal area for the material?

Answer: Yes, there is a disposal area that has been identified.

46. Question: Job long or short for waste material? (Is there adequate disposal area for the planned excavation?)

Answer: See answer to question 43 issued in Amendment 0003.

47. Question: Is there a difference between the original Solicitation 1, Amendment 1, and Amendment 2 attachments and the attachments uploaded onto www.fbo.gov on 2 November under Solicitation 2?

Answer: No. The original postings for the solicitation, Amendment 0001, and Amendment 0002 were done using the Army Single Face to Industry (ASFI) site. This site was shutdown on 1 November;

therefore, the links to these attachments no longer work. To allow these documents to still be accessible, Solicitation 2 was used to upload all of the attachments to date directly to www.fbo.gov.

48. Question: Please consider a bid extension until after the holidays (January 6th, 2016) which would allow the 120 days for Government acceptance to by May 5th, 2016.

Answer: Proposal due date shall remain 2 December 2015 at 2:00pm local time as stated in Block 13 of Standard Form 1442 (SF 1442).

SECTION 00010 - SOLICITATION CONTRACT FORM

The following have been modified:

PRICE BREAKOUT SCHEDULE

AUXILIARY DAM REINFORCING BERM AND LEFT RIM STABILIZATION

Center Hill Reservoir

DeKalb County, Tennessee

PROPOSAL PRICE BREAKOUT SCHEDULE

ITEM

NO.

DESCRIPTION 01 22 00

Para. No.

EST.

QTY.

UNIT UNIT

PRICE

ESTIMATED

AMOUNT

Mobilization/Demobilization 1.1.1 0001 Mobilization and Demobilization 1.1.1.1 1 JOB $ $ 0002 Miscellaneous Site Work 1.1.1.2 1 JOB $ $

Left Rim Stabilization/Excavation 1.1.2 0003 Presplitting for the Main Dam's Left Rim 1.1.2.1 3,500 SY $ $ 0004 Excavation for the Main Dam's Left Rim 1.1.2.2 290,000 CY $ $ 0005 Shotcrete Placement for Main Dam's Left

Rim

1.1.2.3 400 SY $ $

0006 Reinforcement Bolts for Main Dam's Left 1.1.2.4 1,800 LF $ $

Rim

Excavation - Reinforcing Berm 1.1.3 0007 NQ Core Drilling, Vertical Holes 1.1.3.1.1 1,100 LF $ $

0008 NQ Core Drilling, Angled Holes 1.1.3.1.2 200 LF $ $ 0009 Overburden Excavation for the Reinforcing

Berm

1.1.3.2 50,000 CY $ $

0010 Presplitting at Reinforcing Berm 1.1.3.3 4,000 SY $ $ 0011 Rock Excavation for Reinforcing Berm 1.1.3.4 78,000 CY $ $ 0012 Shotcrete Placement for Reinforcing Berm 1.1.3.5 1,200 SY $ $ 0013 Reinforcement Bolts for Reinforcing Berm 1.1.3.6 500 LF $ $

Foundation Preparation 1.1.4 0014 Hole Drilling in Concrete and Rock 1.1.4.1.1 19,000 LF $ $ 0015 Hole Re-Drilling 1.1.4.1.2 200 LF $ $ 0016 Placing Grout 1.1.4.1.3 76,000 GAL $ $ 0017 Government Directed Stand-by Time for

Grouting

1.1.4.1.4 12 HR $ $

0018 Automated Grouting Monitoring and Data Collection System

1.1.4.1.5 1 JOB $ $

0019 Cement in Grout 1.1.4.1.6 5,000 CF $ $ 0020 Sand in Grout 1.1.4.1.7 87,000 LB $ $ 0021 Bentonite in Grout 1.1.4.1.8 37,000 LB $ $ 0022 Preliminary Cleanup 1.1.4.2.1 31,000 SY $ $ 0023 Foundation Preparation 1.1.4.2.2 16,000 SY $ $ 0024 Dental Excavation 1.1.4.2.3 500 CY $ $ 0025 Dental Concrete 1.1.4.2.4 500 CY $ $ 0026 Protective Concrete (Mud Slab on Monolith

Foundations)

1.1.4.2.5 7,000 CY $ $

Concrete Materials (Conventional and RCC) 1.1.5 0027 Cement 1.1.5.1 18,000 TON $ $

0028 Pozzolan 1.1.5.2 17,000 TON $ $ 0029 Water-Reducing and Retarding Admixture 1.1.5.3 20,000 GAL $ $

0030 Air Entraining Admixture 1.1.5.4 50 GAL $ $

0031 Fine Aggregate 1.1.5.5 59,000 TON $ $ 0032 Coarse Aggregate 1.1.5.6 125,000 TON $ $ 0033 DBase Aggregate 1.1.5.7 135,000 TON $ $ 0034 Reinforcing Steel 1.1.5.8 1 JOB $ $ 0035 Water Supply System 1.1.5.9 1 JOB $ $

RCC Test Section 1.1.6 0036 Test Section Roller Compacted Concrete 1.1.6.1 1 JOB $ $

Reinforcing Berm and Apron 1.1.7 0037 Roller Compacted Concrete 1.1.7.1 1 JOB $ $ 0038 Additional RCC Outside Neat Line Quantity 1.1.7.2 1,000 CY $ $

0039 Reinforced Concrete 1.1.7.3 1 JOB $ $

0040 Internal Waterstop System 1.1.7.4 4,100 LF $ $ 0041 Foundation Drainage Gallery 1.1.7.5 1 JOB $ $

0042 Miscellaneous Metals 1.1.7.6 1 JOB $ $

Placement of Excavated Material 1.1.8 0043 Engineered Rock Fill - Placement 1.1.8.1 160,000 CY $ $

Gallery - Electrical/Mechanical Items 1.1.9 0044 Interior Plumbing 1.1.9.1 1 JOB $ $

0045 HVAC System 1.1.9.2 1 JOB $ $ 0046 Interior Electrical System 1.1.9.3 1 JOB $ $ 0047 Exterior Electrical System 1.1.9.4 1 JOB $ $

0048 Exterior Lighting 1.1.9.5 1 JOB $ $ 0049 Interior Lighting 1.1.9.6 1 JOB $ $

0050 Uninterruptible Power Supply (UPS) Systems

1.1.9.7 1 JOB $ $

0051 Intrusion Detection System 1.1.9.8 1 JOB $ $ 0052 Closed Circuit Television System 1.1.9.9 1 JOB $ $ 0053 Communications Cabling Systems 1.1.9.10 1 JOB $ $

Instrumentation 1.1.10 0054 Thermal Data Loggers 1.1.10.2 225 EA $ $

Grading/Earthwork 1.1.11 0055 Permanent Seeding with Tree Planting 1.1.11.1 33 ACR $ $ 0056 Permanent Seeding without Tree Planting 1.1.11.2 3 ACR $ $

Bonds 0057 Performance & Payment Bonds 1.1.12 1 JOB $ $

TOTAL ESTIMATED AMOUNT $

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

Amendment 0002: The purpose of this amendment is to:

1. Post first round of Questions and Answers. The due date for questions has been changed to 6 November 2015 at

9:00 AM CT.

2. Revise the Specifications and add Appendix B to the Technical Specifications.

3. Replace one exiting drawing, Q4-RCC-G-08.1.

4. Post Site Visit Comments and Attendees.

5. Update clause 52.252-3 Alterations in Solicitation.

6. Update clause 252.236-7001 Contract Drawings and Specifications.

Amendment 0003: The purpose of this amendment is to:

1. Revise the Plans and Specifications.

2. Post the second site visit attendees.

3. Post second round of Questions and Answers. The due date for questions remains 6 November 2015 at 9:00 AM

CT.

4. Revise the Proposal Price Breakout Schedule

5. Update clause 52.252-3 Alterations in Solicitation.

6. 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 W912P5-14-R-0003TspecsAm2Pgs.pdf W912P5-14-R-0003TSpecsAppB1of5.pdf W912P5-14-R-0003TSpecsAppB2of5.pdf W912P5-14-R-0003TSpecsAppB3of5.pdf W912P5-14-R-0003TSpecsAppB4of5.pdf W912P5-14-R-0003TSpecsAppB5of5.pdf W912P5-14-R-0003TSpecsAm3Pgs.pdf

Plans: W912P5-14-R-0003Plans.pdf W912P514R0003PlansAm3.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-08.1 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-15.1 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-08.1 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-10.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 1+00 - STA. 2+50 54 OF 108 Q4-RCC-C-11.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 3+00 - STA. 4+50 55 OF 108 Q4-RCC-C-12.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 5+00 - STA. 6+50 56 OF 108 Q4-RCC-C-13.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 7+00 - STA. 8+00

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)