W912P5-16-B-0004-0005.pdf

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Attached to
Downstream Cofferdam construction at Kentucky Lock Federal contract opportunity
Solicitation number
W912P5-16-B-0004
Issued by
Department of the Army Corps of Engineers Engineering District Nashville

About this file

Amendment 0005 The purpose of this amendment is to 1. Post Set Four Q A 2. Revise Bid Schedule update quantities for line items 0005 0008 0038 and 0046 (new number) and add line items 0041 0045 and 0049 (Helper Boat) 3. Update Technical Specifications 4. Extend the Bid Opening date to August 23 2016 at 1 00 PM and 5. Update clauses 52.252-3 and 252.236-7001.

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Other files attached to Downstream Cofferdam construction at Kentucky Lock, newest first.
File Type Posted
Bid_Abstract-signed.pdf PDF
Bid_Opening_sign-in_sheet.pdf PDF
W912P5-16-B-0004_TSpecs-Am6pgs.pdf PDF
W912P5-16-B-0004-0006.pdf PDF
W912P5-16-B-0004_TSpecs-Am5pgs.pdf PDF
W912P5-16-B-0004-0004.pdf PDF
W912P5-16-B-0004_TSpecs-Am4pgs.pdf PDF
W912P5-16-B-0004_DGN_Files_Am4.7z 7Z file
W912P5-16-B-0004_Plans-Am4Shts.pdf PDF
W912P5-16-B-0004-0003.pdf PDF
W912P5-16-B-0004-DDR-Am3.pdf PDF
W912P5-16-B-0004_Plans-Am3Shts.pdf PDF
W912P5-16-B-0004_DGN_Files_Am3.7z 7Z file
W912P5-16-B-0004_TSpecs-Am3pgs.pdf PDF
W912P5-16-B-0004_AppA-Am2.pdf PDF
W912P5-16-B-0004_TSpecs-Am2pgs.pdf PDF
W912P5-16-B-0004_Plans-Am2Shts.pdf PDF
W912P5-16-B-0004-0002.pdf PDF
W912P5-16-B-0004_DGN_Files.7z 7Z file
Prebidconferencepresentationslides.ppt PPT presentation
Prebidconferenceattendancelist.pdf PDF
Prebidconferenceminutes.pdf PDF
W912P5-16-B-0004-0001.pdf PDF
W912P5-16-B-0004_Plans.pdf PDF
W912P5-16-B-0004.pdf PDF
Foreign_National_Pre-Bid_Meeting_Request_Form.pdf PDF
W912P5-16-B-0004_TSpecs.pdf PDF
Pre-Bid_Meeting_and_Site_Visit_Request_Form.pdf PDF
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CONTRACTING DIVISION (JD9)

JAMIE.DAVIES@USACE.ARMY.MIL

(615) 736-7921

(615) 736-7124

NASHVILLE TN 37202-1070

W38XDD60272136

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

The purpose of this amendment is to:

1. Post Set Four Q&A;

2. Revise Bid Schedule: update quantities for line items 0005, 0008, 0038 and 0046 (new number) and add line items 0041, 0045, and 0049 (Helper Boat);

3. Update Technical Specifications;

4. Extend the Bid Opening date to August 23, 2016 at 1:00 PM; and

5. Update clauses 52.252-3 and 252.236-7001.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 11-Aug-2016

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 W912P5-16-B-0004

X 9B. DATED (SEE ITEM 11)

13-Jun-2016

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

11-Aug-2016

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 W912P5

FACILITY CODECODE

EMAIL:TEL:

W912P5-16-B-0004

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMEND. 0005 TECHNICAL CHANGES

IFB No. W912P5-16-B-0004 Amendment No. 0005

Downstream Cofferdam Kentucky Lock

Livingston County, Kentucky

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Section 01 22 00 PRICE AND PAYMENT PROCEDURES

1. Remove Section 01 22 00 in its entirety (40 pages), and replace with revised Section 01 22 00 (42 pages).

--- END OF AMENDMENT NO. 0005 TECHNICAL CHANGES---

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 16-Aug-2016 01:00 PM to 23-Aug-2016 01:00 PM.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

Q&A SET FOUR

Kentucky Lock Downstream Cofferdam Solicitation Number: W912P5-16-B-0004

Questions and Answers

103. Question: Referencing spec section 03 30 03, it appears the local ready mix providers cannot meet the specified mix production requirements for providing individual aggregate weigh hoppers and the aggregate rescreening/rewashing process. Will a ready mix provider certified with the Kentucky Ready Mix Concrete Association and the Kentucky Department of Transportation Standards that does not comply with individual weigh hoppers and rescreening/rewashing process be approved to provide ready mix concrete for the project?

Answer: Yes, as long as the mix provider meets all other concrete requirements of the contract plans and specifications.

The following have been modified:

BID SCHEDULE

Kentucky Lock Downstream Cofferdam

Grand Rivers, Kentucky

BIDDING SCHEDULE

ITEM

NO.

DESCRIPTION EST.

QTY.

UNIT UNIT

PRICE

ESTIMATED

AMOUNT

GENERAL PROJECT REQUIREMENTS

0001 Mobilization and Demobilization 1 Job 0002 Miscellaneous Site work 1 Job 0003 Site Preparation 1 Job 0004 Government Steel Sheet Pile Removal and Disposal 1 Job 0005 Helper Boat 150 Day 0006 Upstream Cofferdam Unwatering 36 Month 0007 Incentive to Minimize Lock Closure 480 HR $ 2,080.00 $ 998,400.00

CONCRETE COFFERDAM FABRICATION, ASSEMBLY, AND

INSTALLATION

0008 Concrete Cofferdam Fabrication, Assembly, and Placement in its final resting position

106.0 LF

0009 Infill Grout for Cellular Cofferdam / Concrete Cofferdam Connection

21 CY

0010 Tremie Concrete for Concrete Cofferdam upstream tie-in 31 CY 0011 Cast-In-Place Concrete for Concrete Cofferdam upstream tie-in 25 CY

CELLULAR COFFERDAMS INCLUDING GUARD CELLS

0012 Steel Sheet Piling, Type PS 27.5 and PS 31 (Cells 1, 2, 1A, Guard

Cells 1 & 2)

33,700 LF

0013 Steel Sheet Piling - Fabricated Sections (Cells 1, 2 &1A) 650 LF 0014 Cofferdam Overburden Excavation (Cells 1, 2, 1A and Guard Cell

2)

6,200 CY

0015 Granular Fill for Cofferdam (Cells 1, 2, 1A and Guard Cell No. 1) 22,100 CY

0016 Dense Graded Aggregate and Geotextile (Cells 1, 2 & 1A) 500 CY 0017 Tremie Concrete for Cellular Cofferdam (Cells 1, 2, 1A & Guard

Cell No. 2)

4,600 CY

0018 Cast-In-Place Concrete for Guard Cell No. 2 2,100 CY 0019 Metal Banding for Guard Cell No. 2 29 EA

FOUNDATION PREPARATION

0020 Wet Overburden Excavation and Disposal 29,400 CY 0021 Granular Fill Placement 2,400 CY 0022 Rock Excavation and Disposal 8,500 CY 0023 Dental Concrete 575 CY 0024 Tremie Concrete TCF1 & TCF2 4,400 CY 0025 Jet Cleaning 1 Job

EXISTING LOCK WORK (L-22 -L-25)

0026 Partial Demolition and Preparation of Monolith L-25 1 Job 0027 Tremie Concrete 300 CY 0028 Cast-In-Place Concrete 480 CY 0029 Precast Closure Panel 1 Job 0030 Jet Cleaning 1 Job

UPSTREAM COFFERDAM INSTRUMENTATION

0031 Instrument Monitoring and Maintenance 36 MONTH

EXPLORATORY DRILLING

0032 Exploratory Drilling in Overburden (Land) 520 LF 0033 Exploratory Drilling in Overburden (Over water) 69 LF 0034 Exploratory Drilling (Land), Rock Coring, Vertical 750 LF 0035 Exploratory Drilling (Over Water), Rock Coring, Vertical 1,000 LF 0036 Standard Penetration Sampling (SPT) 39 EA

ELECTRICAL

0037 Electrical Conduit Placement 1 Job

TOTAL ESTIMATED BASE AMOUNT $

OPTION (1)

0038 Concrete Cofferdam Fabrication, Assembly, and Placement in its final resting position

221.5 LF

0039 Jet Cleaning 1 Job 0040 Electrical Conduit Placement 1 Job 0041 Helper Boat 115 Day

TOTAL ESTIMATED OPTION 1 AMOUNT $

OPTION (2)

0042 Concrete Cofferdam Fabrication, Assembly, and Placement in its final resting position

104 LF

0043 Jet Cleaning 1 Job 0044 Electrical Conduit Placement 1 Job 0045 Helper Boat 114 Day

TOTAL ESTIMATED OPTION 2 AMOUNT $

OPTION (3)

0046 Concrete Cofferdam Fabrication, Assembly, and Placement in its final resting position

51.5 LF

0047 Jet Cleaning 1 Job 0048 Electrical Conduit Placement 1 Job 0049 Helper Boat 181 Day

TOTAL ESTIMATED OPTION 3 AMOUNT $

OPTION (4)

0050 Stone Dike Construction 2,610 CY

TOTAL ESTIMATED OPTION 4 AMOUNT $

OPTION (5)

0051 Drilled Pipe Pile Installation 1,120 LF 0052 Grout Backfill (Quantity Over 125% Theoretical Volume) 10 CY 0053 Redrilling 85 LF

TOTAL ESTIMATED OPTION 5 AMOUNT $

OPTION (6)

0054 Dry Overburden Excavation and Disposal 4,100 CY 0055 Steel Sheet Piling, Type PZ27 13,900 LF 0056 Steel Sheet Piling, Type PS 27.5 (Cells 3, 4, 2A & 3A) 25,700 LF 0057 Steel Sheet Piling - Fabricated Sections 650 LF 0058 Cofferdam Overburden Excavation 5,200 CY 0059 Granular Fill for Cofferdam Cells and Tied Sheet Pile Wall 28,000 CY 0060 Dense Graded Aggregate and Geotextile 1,575 CY 0061 Jet Cleaning 1 Job 0062 Tremie Concrete for Cellular Cofferdam Cells 4,000 CY 0063 Flood Facility Bridge 1 Job 0064 Flood Facility Flood Gate Structure 1 Job 0065 Cast-In-Place Concrete - Flood Facility 1 Job 0066 Survey Pin Installation 5 EA 0067 Electrical Conduit Placement 1 Job 0068 Lighting and Electrical Work. 1 Job

TOTAL ESTIMATED OPTION 6 AMOUNT $

TOTAL ESTIMATED AMOUNT (Base plus all options)

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. Inform site visit registrants to send their registration to both Jamie Davies (Jamie.Davies@usace.army.mil) and Isaac Taylor (Isaac.J.Taylor@usace.army.mil) as Mrs. Davies will be unavailable June 24-July 4. Failure to do this could result in registrants not being able to attend the site visit.

2. Revise FAR Clause 52.211-10 to add a delayed notice to proceed

3. Update FAR Clause 52.252-3.

Amendment 0002: The purpose of this amendment is to:

1. Post Q&A Set One,

2. Extend Q&A deadline to July 15, 2016 and extend the bid opening due date to August 16, 2016 at 1:00 pm CDT.

No additional requests for extension will be considered.

3. Revise the Bid Schedule: quantity of CLINs 0008, 0041, 0044 and 0063 changed, new CLIN 0024 added, CLINs renumbered, and CLINs within option 6 removed;

4. Update Specifications (See list of changes to follow);

5. Replace Drawings 510N100 and 61N852-10, Remove Drawing 61N52-11, add DGN drawings;

6. Add Appendix A;

7. Instructions Paragraph 1.3 revised to change option exercise deadline; and

8. Update clauses 52.217-7, 52.252-3 and 252.236-7001.

Amendment 0003: The purpose of this amendment is to:

1. Post Set Two Q&A;

2. Update the technical specifications;

3. Include Cofferdam Design Document Report;

4. Revise Plans and include DGN version of those plans;

5. Add an order of precedence;

6. Update DFARS clause 252.236-7001;

7. Update FAR clause 52.252-3; and

8. Include "Highway" Wage Determination.

Amendment 0004: The purpose of this amendment is to:

1. Revise Plans;

2. Revise Technical Specifications;

3. Post Set Three Q&A;

4. Update DFARS clause 252.236-7001; and

5. Update FAR clause 52.252-3.

Amendment 0005: The purpose of this amendment is to:

1. Post Set Four Q&A;

2. Revise Bid Schedule: update quantities for line items 0005, 0008, 0038 and 0046 (new number) and add line items 0041, 0045, and 0049 (Helper Boat);

3. Update Technical Specifications;

4. Extend the Bid Opening date to August 23, 2016 at 1:00 PM; and

5. Update clauses 52.252-3 and 252.236-7001.

(End of provision)

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

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: W912P5-16-B-0004 TSpecs.pdf W912P5-16-B-0004_TSpecs-Am2pgs.pdf W912P5-16-B-0004_TSpecs-Am3pgs.pdf W912P5-16-B-0004_TSpecs-Am4pgs.pdf W912P5-16-B-0004_TSpecs-Am5pgs.pdf

Drawings: W912P5-16-B-0004 Drawings.pdf

W912P5-16-B-0004_Plans-Am2shts.pdf W912P5-16-B-0004 DGN Files.7z W912P5-16-B-0004_Plans-Am3Shts.pdf W912P5-16-B-0004 DGN Files_Am3.7z W912P5-16-B-0004_Plans-Am4Shts.pdf W912P5-16-B-0004 DGN Files_Am4.7z

Appendix A: W912P5-16-B-0004_AppA-Am2.pdf

Reference:

KY DS Cofferdam Design Document Report: W912P5-16-B-0004-DDR-Am3.pdf

GENERAL

510N100 INDEX OF DRAWINGS, SHEET 1 OF 2

510N100A INDEX OF DRAWINGS, SHEET 2 OF 2

510N101 STANDARD ABBREVIATIONS, AND LEGENDS

SITE WORK

510N102 PROJECT LOCATION PLAN

510N102A CONSTRUCTION LIMITS PLAN

510N103 HORIZONTAL AND VERTICAL CONTROL SURVEY MONUMENTS & BASELINES

510N104 EXISTING SITE TOPOGRAPHY PLAN WITH CLEARING & GRUBBING

510N104A DISPOSAL AREA "D", PLAN

510N104B DISPOSAL AREA "D", SECTION

CELLULAR COFFERDAM

510N105 CELLULAR COFFERDAM, FINAL GRADING PLAN

510N106 CELLULAR COFFERDAM, PLAN AND GENERAL NOTES

510N107 CELLULAR COFFERDAM, TYPICAL SECTIONS

510N107A CELLULAR COFFERDAM, TYPICAL SECTIONS

518N200 CELLULAR COFFERDAM, PROFILES

518N201 CELLULAR COFFERDAM, SHEET PILE LAYOUT

518N202 CELLULAR COFFERDAM, SHEET PILE, DETAILS

518N203 CELLULAR COFFERDAM, TIE-IN TO EAST BANK, PLAN AND ELEVATIONS

518N204 CELLULAR COFFERDAM, TIE-IN TO EAST BANK, SECTIONS

518N205 CELLULAR COFFERDAM, TIE-IN TO EAST BANK, DETAILS

518N206 CELLULAR COFFERDAM, FLOODING FACILITY, PLAN AND ELEVATIONS & SECTIONS

518N207 CELLULAR COFFERDAM, FLOODING FACILITY, FLOOD GATE, ELEVATION AND SECTIONS 518N208 CELLULAR COFFERDAM, FLOODING FACILITY, FLOOD GATE, ELEVATIONS, SECTIONS &

DETAILS

518N209 CELLULAR COFFERDAM, FLOODING FACILITY, REINFORCING DETAILS

518N210 CELLULAR COFFERDAM, FLOODING FACILITY, BRIDGE, PLAN, SECTIONS AND DETAILS

518N211 CELLULAR COFFERDAM, FLOODING FACILITY, BRIDGE, SECTIONS AND DETAILS

518N212 CELLULAR COFFERDAM, FLOAT-IN CONNECTION, PLAN, SECTION AND DETAILS

GUARD CELLS

518N250 GUARD CELLS PLAN

518N251 GUARD CELL NO. 1 PLAN, ELEVATION AND SECTION

518N252 GUARD CELL NO. 2 PLAN, ELEVATION, SECTIONS AND DETAILS

CONCRETE COFFERDAM

61N650-1 CONCRETE COFFERDAM, GENERAL PLAN

61N650-2 CONCRETE COFFERDAM, TYPICAL SECTION A-A

61N650-3 CONCRETE COFFERDAM, TYPICAL SECTION B-B

61N650-3A CONCRETE COFFERDAM, GENERAL NOTES

61N650-4 CONCRETE COFFERDAM, GENERAL NOTES AND DETAILS, SHEET 1 OF 3

61N650-5 CONCRETE COFFERDAM, GENERAL NOTES AND DETAILS, SHEET 2 OF 3

61N650-6 CONCRETE COFFERDAM, GENERAL NOTES AND DETAILS, SHEET 3 OF 3

61N650-7 MONOLITHS M-22C THROUGH M-24C, CONCRETE COFFERDAM, PLAN, ELEVATION, & SECTIONS 61N650-8 MONOLITHS M-25C THROUGH M-26C, CONCRETE COFFERDAM, PLAN, ELEVATION, & SECTIONS 61N650-9 MONOLITHS M-27C & M-28C, CONCRETE COFFERDAM, PLAN, ELEVATION, & SECTIONS 61N650-10 MONOLITHS M-29C & M-30C, CONCRETE COFFERDAM, PLAN, ELEVATION, & SECTIONS

61N650-11 MONOLITH M-31C, CONCRETE COFFERDAM, PLAN, ELEVATION, & SECTIONS

61N650-12 CONCRETE COFFERDAM, VERTICAL JOINT

61N650-13 CONCRETE COFFERDAM, TEMPORARY COFFERDAM, ANCHORS AND DETAILS

61N650-14 CONCRETE COFFERDAM, TEMPORARY COFFERDAM, INFILL AND DETAILS

61N650-15 CONCRETE COFFERDAM, TIE-IN TO L-25, PLAN

61N650-16 CONCRETE COFFERDAM, TIE-IN TO L-25, ELEVATION

61N650-17 CONCRETE COFFERDAM, TIE-IN TO L-25, SECTIONS

61N650-18 CONCRETE COFFERDAM, TIE-IN TO L-25, CLOSURE PC PANEL REINF DETAILS

61N650-19 CONCRETE COFFERDAM, TIE-IN TO L-25, TRANSITION NOSE

61N650-20 CONCRETE COFFERDAM, MISCELLANEOUS METAL WALL ARMOR

61N650-21 CONCRETE COFFERDAM, MISCELLANEOUS METAL, CORNER PROTECTION

FOUNDATIONS

61N651-1 FOUNDATIONS, EXCAVATION/BLASTING, EXCAVATION SEQUENCE

61N651-2 FOUNDATIONS, GENERALIZED CONSTRUCTION SEQUENCE, SCHEMATIC SECTION

61N651-3 FOUNDATIONS, EXCAVATION/BLASTING, TOP OF ROCK

61N651-3A FOUNDATIONS, EXCAVATION/BLASTING, EXISTING GRADE

61N651-4 FOUNDATIONS, EXCAVATION/BLASTING, SECTIONS A-A, B-B AND C-C

61N651-5 FOUNDATIONS, EXCAVATION/BLASTING, SECTIONS D-D AND E-E

61N651-6 FOUNDATIONS, EXCAVATION/BLASTING, SECTION F-F

61N651-7 FOUNDATIONS, UNDERWATER, BLASTING & EXCAVATION, PLAN AND GUIDELINES

61N651-8 FOUNDATIONS, SPECIALTY WORK, OVERALL PLAN

61N651-9 FOUNDATIONS, DENTAL CONCRETE & CELL 1/1A FILL AREAS, ENLARGED PLANS

61N651-11 FOUNDATIONS, CELLULAR COFFERDAM, DRILLED PIPE PILES, ENLARGED PLAN & PILE

SCHEDULE

61N651-16 FOUNDATIONS, DRILLED PIPE PILES, PROFILES AND DETAILS

INSTRUMENTATION

61N852-10 INSTRUMENTATION, PLAN AT EL. 343.5

U/S SITE DEWATERING AND INSTRUMENTATION

61N852-13 U/S SITE DEWATERING AND INSTRUMENTATION, PLAN AND DETAILS

POWER AND LIGHTING

65N480 ELECTRICAL, LEGEND, GENERAL NOTES, ABBREVIATIONS AND LIGHTING SCHEDULE

65N481 ELECTRICAL, PLAN FOR POWER, INSTRUMENTATION AND LIGHTING

65N482 ELECTRICAL, MISCELLANEOUS ELECTRICAL DETAILS

65N483 ELECTRICAL, MISCELLANEOUS ELECTRICAL DETAILS

65N484 ELECTRICAL, GEN SET & AUTOMATIC TRANSFER, SWITCH LOCATION

65N780 ELECTRICAL, SINGLE LINE DIAGRAM AND PANELBOARD SCHEDULES

65N880 ELECTRICAL GROUNDING AND BONDING

GEOTECHNICAL BORINGS

822N3030 EXPLORATORY BORINGS, LOWER GUIDE WALL SECTION

822N3031 EXISTING BORING LOCATIONS, LOWER GUIDE WALL SECTION

822N3032 GEOTECHNICAL LEGEND

822N3033 BORING LOGS, SHEET 1 OF 27

822N3034 BORING LOGS, SHEET 2 OF 27

822N3035 BORING LOGS, SHEET 3 OF 27

822N3036 BORING LOGS, SHEET 4 OF 27

822N3037 BORING LOGS, SHEET 5 OF 27

822N3038 BORING LOGS, SHEET 6 OF 27

822N3039 BORING LOGS, SHEET 7 OF 27

822N3040 BORING LOGS, SHEET 8 OF 27

822N3041 BORING LOGS, SHEET 9 OF 27

822N3042 BORING LOGS, SHEET 10 OF 27

822N3043 BORING LOGS, SHEET 11 OF 27

822N3044 BORING LOGS, SHEET 12 OF 27

822N3045 BORING LOGS, SHEET 13 OF 27

822N3046 BORING LOGS, SHEET 14 OF 27

822N3047 BORING LOGS, SHEET 15 OF 27

822N3048 BORING LOGS, SHEET 16 OF 27

822N3049 BORING LOGS, SHEET 17 OF 27

822N3050 BORING LOGS, SHEET 18 OF 27

822N3051 BORING LOGS, SHEET 19 OF 27

822N3052 BORING LOGS, SHEET 20 OF 27

822N3053 BORING LOGS, SHEET 21 OF 27

822N3054 BORING LOGS, SHEET 22 OF 27

822N3055 BORING LOGS, SHEET 23 OF 27

822N3056 BORING LOGS, SHEET 24 OF 27

822N3057 BORING LOGS, SHEET 25 OF 27

822N3058 BORING LOGS, SHEET 26 OF 27

822N3059 BORING LOGS, SHEET 27 OF 27

RIVER CURRENT TRAINING DIKE

518N230 TRAINING DIKE, PLAN

518N231 TRAINING DIKE, SECTIONS

SHEET PILE REMOVAL

510N240 SHEET PILE REMOVAL, OVERALL PLAN

510N241 SHEET PILE REMOVAL, INVENTORY & PLAN VIEW

FOR INFORMATION ONLY

23N217 P&L RAILWAY OVER TENN. RIVER, WEST BANK BOAT BASIN, GENERAL PLAN

61N247-4 SURVEY CONTROL PLAN

61N218 LOCK PLAN SHEET 1, STA. 6+95.00A TO STA. 2+56.00B

61N219 LOCK PLAN SHEET 2, STA. 2+56.00B TO STA. 7+06.00B

61N220 LOCK PLAN SHEET 3, STA. 7+06.00B TO STA. 13+15.00B

61N221 LOCK ELEV. LAND WALL, STA. 2+05.00A TO STA. 10+45.00B

61N250 LOCK CONCRETE, ARMOR, CHECK POSTS, LADDERS, GAGES; DETAILS

61N251 LOCK CONCRETE, DERRICK BASE, JOINTS, PORTS, SLEEVES; DETAILS

61N345 LOCK LOWER GUIDE WALL, CONCRETE, BLOCKS L-21, & L-22

61N348 LOCK LOWER GUIDE WALL, CONCRETE, BLOCKS L-23, L-24, & L-25

61N454 LOCK LOWER GUARD WALL, CONCRETE, BLOCKS R-29 & R-30

505N100-8 APPROACH WALL, CONSTRUCTION GRADING PLAN

65W702 SWITCHBOARDS, 440V. A.C. SWITCHBOARD, FRONT VIEW & WIRING

65W805 CONDUIT & GROUNDING, PLAN & DETAILS, LOWER PORTION

SK-4-25-16 KENTUCKY LOCK, TAILWATER ELEVATION, INFORMATION SKETCH

TRANSMISSION LINE INFORMATION

LW-2171s1A KENTUCKY DAM - NASHVILLE TRANSMISSION LINE, STA. 0+00 TO STA. 18+91.81 LA LW-2284s1 KENTUCKY DAM - MURRAY TRANSMISSION LINE, STA. 0+00 TO STA. 3080+00 LW-2666s2 KENTUCKY DAM - PADUCAH-EARLINGTON TRANS. LINE, (S.LOOP), STA. 0+00 TO STA. 35+83.6 LW-2986s1AA KENTUCKY DAM - CALVERT TRANSMISSION LINE, STA. 0+00 TO STA. 17+26.9 LA LW-3068s1 KENTUCKY DAM - CADIZ TRANSMISSION LINE, STA. 0+00 TO STA. 70+00 LW-3395s1B KENTUCKY DAM - HOPKINSVILLE TRANSMISSION LINE, STA. 0+00 TO STA. 17+40.21 LB LW-5732s4A KENTUCKY DAM - CALVERT NO. 2 TRANSMISSION LINE, STA. 0+00 TO STA. 18+55.96

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