W912P518B0005_DRAFT_TSpecs_Appendix_B_-_Forms_and_Attachments.pdf

PDF 26 MB Posted May 4, 2018

Attached to: Downstream Lock Excavation Construction Federal contract opportunity
Solicitation number: W912P518B0005
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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DRAFT TECHNICAL SPECIFICATIONS FORMS AND ATTACHMENTS ONLY W912P18B0005

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W912P518B0005

US Army Corps Of Engineers Nashville District

DOWNSTREAM LOCK EXCAVATION

Kentucky Lock Addition Livingston County, Kentucky

Technical Specifications

Appendix B: FORMS AND ATTACHMENTS

95% BCOES Review

May 2018

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Downstream Lock Excavation Kentucky Lock Addition W912P518B0005 95% BCOES Livingston County, Kentucky

Appendix B - Page 1

APPENDIX B

FORMS AND ATTACHMENTS

TABLE OF CONTENTS

1. PROJECT IDENTIFICATION SIGN

2. SAFETY PERFORMANCE SIGN

3. CONTRACTOR PERFORMANCE ASSESSMENT REPORT (CPAR) FORM

4. ENG FORM 4025 TRANSMITTAL FORM

5. SUBMITTAL REGISTER

6. LRNP 385-1-2 CONTRACTOR GUIDELINES

7. CELRN-EC-CD-G FIELD MANUAL

8. ENG FORM 1836 and 1836-A DRILLING LOG

9. ENG FORM 4794 RIPRAP GRADATION CURVES

10. KENTUCKY LOCK ADDITION SOIL BORINGS

11. ANCHOR INSTALLATION QC CHECKLIST

12. TAILWATER DURATION DATA

13. TAILWATER FREQUENCY

14. TAILWATER PLOTS

15. WATER CONTROL FINAL CONFIGURATION-2017 (1 of 2)

16. WATER CONTROL PLAN (2 OF 2)

PROJECT IDENTIFICATION SIGN

LEGEND GROUP 1: ONE- TO TWO-LINE DESCRIPTION OF CORPS RELATIONSHIP TO PROJECT,

COLOR: WHITE, TYPEFACE: 1.25" HEL VETICA REGULAR MAXIMUM LINE LENGTH: 19".

LEGEND GROUP 2: DISTRICT NAME PLACED BELOW 10.5" REVERSE SIGNATURE (6" CASTLE).

COLOR: WHITE. TYPEFACE: 1.25" HELVETICA REGULAR.

LEGEND GROUP 3: ONE- TO THREE-LINE PROJECT TITLE LEGEND DESCRIBES THE WORK BEING

DONE UNDER THIS CONTRACT. COLOR: BLACK. TYPEFACE: 3" HELVETICA BOLD MAX IMUM LINE

LENGTH: 42'".

LEGEND GROUP 4: ONE- TO TWO-LINE IDENTIFICATION OF PROJECT OR FACILITY (CIVIL WORKS), TYPEFACE: 1.5" HELVETICA REGULAR MAXIMUM LINE LENGTH: 42".

CROSS-ALIGN THE FIRST LINE OF LECEND GROUP 4 WITH THE FIRST LINE OF THE CORPS

SIGNATURE (US ARMY CORPS) AS SHOWN.

LEGEND GROUPS 5: ONE- TO FIVE-LINE IDENTIFICATION OF PRIME CONTRACTORS INCLUDING: TYPE

(GENERAL CONTRACTOR, ETC,), CORPORATE OR FIRM NAME, CITY, STATE.

COLOR: BLACK. TYPEFACE: 1.25" HEl VET ICA REGULAR MAXIMUM LINE LENGTH, 21 ".

ALL TYPOGRAPHY IS FLUSH LEFT AND RAG RIGHT, UPPER AND LOWER CASE WITH INITIAL

CAPITALS ONLY AS SHOWN.

PANEL SIZE 4' X 6', POST SIZE 4" X 4", MOUNTING HEIGHT 48", COLOR BKG/LGD WH-RD/BK.

SAFETY PERFORMANCE SIGN

LEGEND GROUP 1: STANDARD TWO-LINE TITLE “SAFETY IS A JOB REQUIREMENT” WITH (8” OD.)

SAFETY GREEN FIRST AID LOGO. TYPEFACE: 3” HELVETICA BOLD COLOR: BLACK.

LEGEND GROUP 2: ONE- TO TWO-LINE PROJECT TITLE LEGEND DESCRIBES THE WORK BEING DONE

UNDER THIS CONTRACT AND NAME OF HOST PROJECT. COLOR: BLACK. TYPE FACE: 1.5”

HELVETICA REGULAR MAXIMUM LINE LENGTH: 42”.

LEGEND GROUP 3: ONE- TO TWO-LINE IDENTIFICATION: NAME OF PRIME CONTRACTOR AND CITY, STATE ADDRESS. COLOR: BLACK. TYPEFACE: 1.5" HELVETICA REGULAR MAXIMUM LINE LENGTH:

42'".

LEGEND GROUP 4: STANDARD SAFETY RECORD CAPTIONS AS SHOWN. COLOR: BLACK. TYPEFACE:

1.25" HELVETICA REGULAR.

REPLACEABLE NUMBERS ARE TO BE MOUNTED ON WHITE .060 ALUMINUM PLATES AND SCREW-

MOUNTED TO BACKGROUND. COLOR: BLACK. TYPEFACE: 3” HELVETICA REGULAR. PLATE SIZE:

2.5” X 5.0”.

ALL TYPOGRAPHY IS FLUSH LEFT AND RAG RIGHT, UPPER AND LOWER CASE WITH INITIAL

CAPITALS ONLY AS SHOWN.

PANEL SIZE 4' X 4', POST SIZE 4" X 4". MOUNTING HEIGHT 48". COLOR BKG/LGD WH/BK-GR.

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.3 G

C o m p re h e n s iv e F in a l R e p o rt

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

G C o n s tr u c ti o n S it e

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S D

-0

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.1 B a c k fl o w T e s te r

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S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

.1 P re c o n s tr u c ti o n S u rv e y

S o lid W a s te

M a n a g e m e n t

P e rm it

G E n v ir o n m e n ta l P ro te c ti o n P la n

.1 .2

G S to rm w a te r

N o ti c e o f

In te n t

.8 .1

G D ir t a n d D u s t

C o n tr o l P la n

.4 G

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R e c o rd s

.3 G

E n v ir o n m e n ta l M a n a g e r

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S D

-0

T e s t

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.1 .1

.2 L a b o ra to ry

A n a ly s is

.1 .3

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.2 .1

G S o lid

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R e p o rt

S D

-0

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.4 G

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.4 E ro s io n a n d

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In s p e c to r

S D

-1

C lo s e o u t S u b m it ta ls

.1 .4

G S to rm w a te r

P o llu ti o n P re v e n ti o n

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.1 .5

G S to rm w a te r

N o ti c e o f

T e rm in a ti o n

.1 G

W a s te

D e te rm in a ti o n

D o c u m e n ta ti o n

.3 .6

G D is p o s a l D o c u m e n ta ti o n f o r

H a z a rd o u s a n d

R e g u la te d W a s te

.4 G

A s s e m b le d

E m p lo y e e T ra in in g

R e c o rd s

S o lid W a s te

M a n a g e m e n t

P e rm it

.2 .1

G S o lid

W a s te

M a n a g e m e n t

R e p o rt

.1 G

C o n tr a c to r H a z a rd o u s M a te ri a l

In v e n to ry L o g

.3 .1

G H a z a rd o u s W a s te

/D e b ri s

M a n a g e m e n t

.2 .1

G S a le s D o c u m e n ta ti o n

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

G P a rt

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In it ia l U n w a te ri n g P la n

G P a rt

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G ro u n d W a te r C o n tr o l

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G P a rt

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G ro u n d W a te r C o n tr o l

P la n

G P a rt

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P la n

G P a rt

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S D

-0

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T e s t

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G W e ll

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S U

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L D o w n s tr e a m L o c k E x c a v a ti o n

G P u m p in g T e s t

R e c o rd s

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R e c o rd s

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

G W a s te

M a n a g e m e n t

P la n

S D

-1

C lo s e o u t S u b m it ta ls

R e c o rd s

S D

-0

P ro d u c t

D a ta

.1 W a rr a n ty M a n a g e m e n t P la n

.5 W a rr a n ty T a g s

S p a re

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S D

-0

M a n u fa c tu re r’ s I n s tr u c ti o n s

.1 In s tr u c ti o n s

S D

-1

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G O p e ra ti o n a n d

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M a n u a ls

S D

-1

C lo s e o u t S u b m it ta ls

G A s -B u ilt

D ra w in g s

G R e c o rd D ra w in g s

A s -B u ilt

R e c o rd o f E q u ip m e n t a n d M a te ri a ls

F in a l A p p ro v e d S h o p D ra w in g s

C o n s tr u c ti o n C o n tr a c t

S p e c if ic a ti o n s

S U

B M

A L

R E

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R C

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A C

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S P E C S E C T

D E

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C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

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L D o w n s tr e a m L o c k E x c a v a ti o n

S D

-1

O p e ra ti o n a n d

M a in te n a n c e

D a ta

G O

D a ta b a s e

.1 G

T ra in in g P la n

.3 G

T ra in in g O u tl in e

.2 G

T ra in in g C o n te n t

S D

-1

C lo s e o u t S u b m it ta ls

.4 G

T ra in in g V id e o R e c o rd in g

.6 G

V a lid a ti o n o f T ra in in g

C o m p le ti o n

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

.1 G

B o ri n g P la n

.1 G

S c h e d u le o f

D ri lli n g

S a m p lin g a n d T e s ti n g

S D

-0

T e s t

R e p o rt s

G D ri lli n g

L o g a n d

P h o to g ra p h s

G g

D a ta b a s e

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

.1 G

D e m o lit io n P la n

E x is ti n g C o n d it io n s

.1 G

D ri lli n g

A n d C h ip p in g P e rm it

S D

-0

C e rt if ic a te s

G N o ti fi c a ti o n

S D

-1

C lo s e o u t S u b m it ta ls

R e c e ip ts

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

.1 G

D e m o lit io n P la n

S U

B M

A L

R E

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R C

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S P E C S E C T

D E

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G O V T O R A / E R E V W R S

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P A

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L D o w n s tr e a m L o c k E x c a v a ti o n

.1 G

D e c o n s tr u c ti o n P la n

E x is ti n g C o n d it io n s

.1 G

D ri lli n g

A n d C h ip p in g P e rm it

S D

-0

C e rt if ic a te s

G N o ti fi c a ti o n

S D

-1

C lo s e o u t S u b m it ta ls

R e c e ip ts

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

.2 .1

G F o rm

R e m o v a l S c h e d u le

.5 G

Q u a lit y C o n tr o l P la n

.7 G

L a b o ra to ry A c c re d it a ti o n

S D

-0

S h o p

D ra w in g s

.2 .1

G F o rm w o rk

.2 .2

G R e in fo rc in g

S te e l

S D

-0

P ro d u c t

D a ta

G M a te ri a ls f o r

F o rm s

.1 G

C e m e n ti ti o u s M a te ri a ls

G R e in fo rc e m e n t

.5 G

A d m ix tu re s

.3 .1

G P u m p in g C o n c re te

.1 G

R e in fo rc in g B a rs

S D

-0

D e s ig n D a ta

.1 G

M ix

D e s ig n

.1 .1

G F o rm w o rk C a lc u la ti o n s

S D

-0

T e s t

R e p o rt s

.1 .2

G C o n c re te M ix D e s ig n

S U

B M

A L

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S P E C S E C T

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C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

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D A

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L D o w n s tr e a m L o c k E x c a v a ti o n

.4 .1

F ly

A s h

.3 A g g re g a te s

.2 .3

G C o m p re s s iv e S tr e n g th T e s ts

.2 .5

G U n it W e ig h t o f

S tr u c tu ra l

C o n c re te

.2 .4

G A ir C o n te n t

.2 .1

G S lu m p T e s ts

.4 .1

P o z z o la n

.2 W a te r

S D

-0

P ro d u c t

D a ta

.5 F ib e r R e in fo rc e m e n t

S D

-0

D e s ig n D a ta

C o ld W e a th e r P la c e m e n t

P la n

.4 G

C o ld W e a th e r P la c e m e n t

P la n

S D

-0

T e s t

R e p o rt s

G M ix tu re P ro p o rt io n s

.2 G

A g g re g a te s

G P re c o n s tr u c ti o n T e s t

P a n e ls

S D

-0

C e rt if ic a te s

.1 G

P o rt la n d

C e m e n t

.4 G

M e m b ra n e -F o rm in g

C u ri n g

C o m p o u n d s

G S te e l F ib e r R e in fo rc e m e n t

.6 G

S ili c a

F u m e

G Q u a lif ic a ti o n s

S D

-0

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S U

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L D o w n s tr e a m L o c k E x c a v a ti o n

.1 G

D e ta il

D ra w in g s

.2 .1

G W e ld in g

O f

S tr u c tu ra l S te e l

.4 G

S tr u c tu ra l S te e l W e ld in g

R e p a ir s

S D

-0

P ro d u c t

D a ta

.2 .1

.3 .1G

F ill e r

M e ta l

S D

-0

T e s t

R e p o rt s

T e s ts

In s p e c ti o n s a n d

V e ri fi c a ti o n s

S D

-0

C e rt if ic a te s

.2 .3

.1 G

A p p lic a ti o n Q u a lif ic a ti o n f o r

S te e l

S tu d s

.2 G

W e ld in g Q u a lif ic a ti o n s

S D

-0

S h o p

D ra w in g s

G S h o p F a b ri c a te d

M e ta l It e m s

G M is c e lla n e o u s M e ta ls A n d

S ta n d a rd

M e ta l A rt ic le s

S D

-0

P ro d u c t

D a ta

G S h o p F a b ri c a te d

M e ta l It e m s

S D

-0

P re c o n s tr u c ti o n S u b m it ta ls

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LRNP 385-1-2

June 2016

Nashville District

Contractor Guidelines For:

1. Preparation of the Accident Prevention Plan (APP)

2. Preparation of Activity Hazard Analysis (AHA)

APPENDIX A

HELPFUL HINTS FOR THE PREPARATION OF THE

CONTRACTOR’S

ACCIDENT PREVENTION PLAN (APP)

1. The following are minimum considerations for developing the Contractor’s Accident Prevention Plan. These helpful hints raise a number of basic questions that need to be answered for the Contractor’s accident prevention plan to be an effective management tool for use by on-site supervision. This plan shall be specific for this job.

a. Time Of Submittal. The accident prevention plan and the activity hazard analysis for the first phases of the job shall be acceptable prior to start of work. Submit an outline for the APP no more than 30 days after contract award. Submit the full APP so that Government approval is obtained no more than 60 days after issuance of the NTP. Job hazard analysis for later phases of work shall be acceptable prior to the start of that phase. It is recommended that the activity hazard analysis for the next phase of work be submitted twenty (20) days before scheduled phase start in order to give ample time for review. The accident prevention plan shall contain a list of the phases to complete the works. Each phase shall have an anticipated start date. On short jobs one submittal covering the total job will be sufficient.

b. Responsible Individual(s). Who will be responsible for enforcing the accident prevention program and what are the basic duties? How will this person be held accountable? Include a statement that there will be compliance with pertinent provisions of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

c. Subcontractor Supervision. What procedures will be followed to assure that Subcontractor activities are fully integrated into the project accident prevention plan and activity hazards analysis?

d. Indoctrination of New Employees before Start of Work. Every employee is required to receive an initial safety briefing prior to starting work. The accident prevention plan shall establish the procedure for ensuring the following items are covered:

(1) General safety policy and pertinent provisions of EM-385-1-1.

(2) Requirements for employee and project safety.

(3) Employee’s responsibilities for property and safety of others.

(4) Employee’s responsibilities for reporting all accidents.

(5) Medical facilities and required treatment.

LRN 385-1-2

(6) Procedures for reporting or correcting unsafe conditions or practices.

(7) Safe clearance procedures.

(8) Fire fighting and other emergency procedures.

(9) Activity hazard analysis.

(10) Personal protective equipment.

e. On-the Job Safety Meetings.

(1) When and where will monthly safety meetings for all supervisors be held? Who will conduct the meetings and what will be covered?

(2) How will the weekly “tool box” meetings be conducted?

f. Accident Reporting. The contract requires prompt reporting of injuries, fire, and property damage. Initial reports must be made immediately to the on-site Government representative and written reports shall be submitted within one to four working days. How does the accident prevention plan reflect responsibilities assigned for immediate oral reporting, accident investigation, determining proper corrective action, and preparation of reports?

g. Sanitary Facilities. What toilet facilities will be provided considering the number and distribution of employees? What other considerations are planned for drinking water and washing facilities?

h. First Aid and Medical. Describe first aid facilities and qualifications of attendant. List telephone numbers of physician, ambulance, and hospital.

i. Housekeeping. How will access ways to work areas be maintained during work hours? What procedures will be followed to assure daily cleanup?

j. Fire Protection. Considering the availability of existing fire protection, what general types and size of extinguishers and fire barrels will be required to protect buildings, shops, and storage areas as well as to deal with special hazards such as welding and flammable liquids? Name the local professional fire fighters. List their telephone number.

k. Machinery and Mechanized Equipment. How will inspection of cranes, trucks, and other mechanical equipment be accomplished? Frequency, by whom, what type of records will be kept?

2. Posters, contests, safety awards help develop positive attitudes toward safety rules. What methods, if any, will be used on this project? Most accidents are preventable by well thought out and executed accident prevention plans.

APPENDIX B

GUIDELINES FOR THE PREPARATION OF

THE ACTIVITY HAZARDS ANALYSIS (AHA)

1. Activity Hazards Analysis Development. Submit a sample AHA for approval no more than 30 days after contract award to ensure understanding of the AHA procedure.

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. This analysis will evaluate anticipated hazards and outline the proposed methods and techniques which will be utilized to accomplish the work in a safe manner.

2. Phases of Work. Listed are examples of major phases of work, but this list is not all inclusive. Phases of work shall be tailored to the specific characteristics of the contract.

Clearing and Grubbing Earthwork Trench Excavation Blasting Concrete Placement Steel Erection Masonry Electrical Work, Exterior Mechanical Work Carpentry

3. Sample Activity Hazards Analysis. Enclosed is a blank form and a partially completed form of an activity hazard analysis that might be submitted on a construction project. This sample incorporates a phase of work, the safety hazards that may be encountered, actions that will be taken to eliminate or minimize these hazards, and a risk assessment for each hazard. Each safety hazard identified must be accompanied by the appropriate paragraph reference number from EM 385-1-1. A risk assessment code must be determined for each hazard utilizing the risk assessment code matrix. A fillable Acrobat version of this form may be found at:

http://www.usace.army.mil/SafetyandOccupationalHealth/ActivityHazardAnalysis.aspx

4. Indoctrination. Employees performing the work must be made aware of the activity hazard analysis. For this reason, an important part of any phase plan is the indoctrination of all employees who will be performing the work.

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CORPS OF ENGINEERS

GEOLOGY SECTION FIELD MANUAL

NASHVILLE ENGINEER DISTRICT

Table of Contents

I. PURPOSE AND SCOPE

II. SAFETY

III. DRILLING LOG (ENG FORM 1836)

1. General

2. Specific Drill Data

3. Examples of Drilling Logs

IV. WEEKLY OPERATIONS REPORT

V. DRILL HOLE DESIGNATION

1. General

2. Code Letters

3. Numbers

4. Offsets

VI. DRILL HOLE LOCATION AND PROTECTION

1. Marking Drill Hole Locations

2. Tying in Hole Locations

3. Completed Holes

VII. LOGGING THE SOIL COLUMN

VIII. SOIL IDENTIFICATION

IX. VISUAL (FIELD) CLASSIFICATION OF SOIL SAMPLE

X. LOGGING CORE

1. General

2. Pull Data

3. Description of Materials

4. Concrete Core Logging

5. Abbreviations

XI. RQD

1. General

2. Method

3. Example

XII. BOXING THE CORE

GEOLOGY SECTION FIELD MANUAL (11 Aug 2014)

CELRN-EC-CD-G

U.S. Army Corps of Engineers Nashville Engineer District

2. Marking the Core Box

3. Placing the Core in the Core Box

4. Placing Filler Blocks in the Core box

5. Sample Preservation

XIII. PHOTOGRAPHY

2. Core

XIV. GEOLOGIC MAPPING

XV. GROUNDWATER

1. General

2. Observations During Overburden Drilling

3. Observations During Core Drilling

4. Continuing Water Level Readings

XVI. PRESSURE TESTING OF CORE HOLES

2. Water Pressure

3. Single Packer

4. Double Packer

5. Wireline Packer

6. Testing

7. Examples of Pressure Test Data (ORN FORM 123)

XVII. STANDARD PENETRATION TEST AND SPLIT BARREL SAMPLING

1. Scope

2. Apparatus

3. Procedure

XVIII. UNDISTURBED SAMPLING

1. Shelby Tube

XIX. FIELD INSTRUMENTS

1. Hand Penetrometer

2. Torvane Shear Device

3. Point Load Tester

XX. INSTRUMENTATION INSTALLATION

1. Piezometer

2. Monitoring and Observation Wells

3. Reference Monument

4. Inclinometer

CELRN-EC-CD-G

XXI. GEOPHYSICAL

1. General

2. Operations

3. Example E-log Plot

APPENDIX A. PROJECT INFORMATION

1. Barkley Dam

2. Center Hill Dam

3. Cheatham Dam

4. Cordell Hull Dam

5. Dale Hollow Dam

6. J. Percy Priest Dam

7. Laurel Dam

8. Martins Fork Dam

9. Old Hickory Dam

10. Wolf Creek Dam

APPENDIX B. ENGINEER MANUALS, REGULATIONS, AND TECHNICAL

LETTERS

APPENDIX C. CORE BOX SPECIFICATIONS

CELRN-EC-CD-G

I. PURPOSE AND SCOPE

This manual was prepared to serve as a guide during field operations. With the wide range of operations routinely performed by our field personnel, it is obvious that all problems that occur cannot be addressed in this format. However, the most common problems and basic procedures have been addressed herein.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.