AMD_0001_W9127N18B0009.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

Solicitation W9127N18B0009 LAMPREY PASSAGE STRUCTURE IMPROVEMENTS AND DEVELOPMENTS PHASE III As an amendment to the solicitation the follow ing changes are made:

1. Division 01 - General Requirements, Section 01 10 10.00 25 - Part 1.17 is revised. The attached revised specification is incorporated in full and replaces the previous version in its entirety.

2. Division 01 - General Requirements, Section 01 35 26.00 25 - Part 3.2.3 is added. The attached added specification is incorporated in full.

3. Attachments A7: John Day Dam BRZ Policy and A8: Grove YB7725 Product Guide are added. The added attachments are attached w ith this amendment and are incorporated in full.

4. The bid opening date is extended to Thursday, August 30, 2018 at 2:00 PM Pacific Time.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 22-Aug-2018

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 W9127N18B0009

X 9B. DATED (SEE ITEM 11)

27-Jul-2018

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

22-Aug-2018

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N18B0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 27-Aug-2018 02:00 PM to 30-Aug-2018 02:00 PM.

(End of Summary of Changes)

Lamprey Passage Structure Improvements and Developments Phase III

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 39.10 25 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 28 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00.10 28 MISCELLANEOUS CONCRETE

DIVISION 05 - METALS

05 50 14.00 25 STRUCTURAL STEEL AND MISCELLANEOUS METAL

DIVISION 26 - ELECTRICAL

26 05 00.00 25 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 25 INSULATED WIRE AND CABLE

26 05 48.00 25 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13.00 25 PIPELINES, LIQUID PROCESS PIPING

40 05 13.96 25 WELDING PROCESS PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCESS TO THE NORTH FISH LADDER

1.5 INCLEMENT WEATHER CONSTRUCTION

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.7 WEEKLY COORDINATION MEETINGS

1.8 CONTRACTOR EMPLOYEES

1.9 PAGERS

1.10 ACCESS AGREEMENTS AND WORK AREAS

1.10.1 Access Agreements

1.10.2 Work Areas

1.10.3 Employee Access and Parking

1.11 SECURITY PROCEDURES

1.11.1 Project Security

1.11.2 Contractor's General Personnel

1.11.3 Verification of Employment Eligibility

1.11.4 Identification of Employees

1.11.5 Non-US Citizens

1.11.6 Safeguarding of Information

1.12 SECURITY TRAINING

1.13 ACCESS DECK AND ROADWAY RESTRICTIONS

1.14 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.15 UTILITIES

1.15.1 Sanitary Facilities

1.15.2 Electrical Power

1.15.2.1 General

1.15.2.2 Temporary Electrical Wiring

1.15.3 Telephone

1.15.4 Water

1.16 CONTRACTOR'S EQUIPMENT

1.16.1 Contractor's Planned Equipment Methods

1.16.2 Plant and Equipment List

1.16.3 Movement of Equipment by the Contractor

1.17 CONTRACTOR USE OF GOVERNMENT CRANES

1.18 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.19 USE OF EXPLOSIVES

1.20 DAILY CLEANUP AND DISPOSAL

1.21 DISPOSAL OF EQUIPMENT AND MISCELLANEOUS MATERIALS

1.22 PROTECTION OF MATERIAL AND WORK

1.23 PROTECTION OF EXISTING UTILITIES

1.24 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.25 RESTORATION OF PROJECT ROADS

PART 2 PRODUCTS - NOT USED

SECTION 01 10 10.00 25 Page 1

1.16.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFDUS, HL-93 vehicle and load requirements. Submit a loading diagram for approval showing wheel loads, wheel spacing, and travel speed a minimum of 30 days prior to operating any equipment or vehicles whose loading conditions are in excess of a HL-93 vehicle.

Prior coordination and approval for such loads must be obtained before proceeding. No exclusion trucks, multi-axle specialized hauling vehicles (SHV) or mobile cranes will be allowed on a bridge deck without prior review and approval. At a minimum, the loading diagram must include but not be limited to the following information:

(1) A typical section and plan view of the bridge, the position of the wheel loads and wheel spacing of the truck or crane.

(2) The GVW of the vehicle and all axle weights.

(3) For cranes, the location and weight of axles before and after counter weights are installed, all outrigger loads, required crane boom length, weight and location of center of gravity. This should also include the effects of guy lines, upper spreader and jib mast. If using a jib, show the length, weight, and location of the center of gravity.

b. Any SHV's authorized to drive on the bridge deck must have all lift axles lowered and fully engaged while the vehicle has any load. For cranes, all specialized boom trailers must be engaged until a final set up with the outriggers are made and approved.

1.17 CONTRACTOR USE OF GOVERNMENT CRANES

The Contractor will not be allowed to use Government cranes for any work or access. The Government will support Contractor activities with the 25 ton mobile crane stationed at the 185 EL. deck with a Government operator.

Contractor must provide notice to COR 2 business days in advance prior to requiring crane support. The Contractor will identify activities requiring crane support in the submitted project schedule for Government workload planning and during weekly construction coordination meetings. No crane support will be available during federal holidays.

1.18 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality must not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government shall agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

1.19 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.20 DAILY CLEANUP AND DISPOSAL

Keep all work areas reasonably neat on a daily basis. Collect, remove, and dispose of all debris resulting from the work, such as waste metalwork, SECTION 01 10 10.00 25 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26.00 25

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REGULATORY REQUIREMENTS

1.5 DRUG AND ALCOHOL USE PREVENTION PROGRAM

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.2 Alternate SSHO and Designated Representative (DR)

1.6.1.3 Crane Operators

1.6.2 Personnel Duties

1.6.2.1 Site Safety and Health Officer (SSHO)

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

1.6.3.2 Safety Meetings

1.6.3.3 Work Phase Meetings

1.7 TRAINING

1.7.1 New Employee Indoctrination

1.7.2 Periodic Training

1.7.3 Training Plan

1.7.4 Hazardous Energy Control Plan and HEC Procedures Training

Certification

1.7.5 Fall Protection Training Program

1.8 ACCIDENT PREVENTION PLAN (APP)

1.8.1 General Information

1.8.2 EM 385-1-1 Contents

1.9 ACTIVITY HAZARD ANALYSIS (AHA)

1.9.1 General

1.9.2 Periodic AHA Review and Updating

1.10 DISPLAY OF SAFETY INFORMATION

1.11 SITE SAFETY REFERENCE MATERIALS

1.12 EMERGENCY MEDICAL TREATMENT

1.13 PROJECT SAFE CLEARANCE PROCEDURE

1.13.1 General

1.13.2 Safe Clearance Procedure System

1.14 REPORTS

1.14.1 Accident Notification

1.14.2 Accident or Mishap Reports

1.14.3 Crane Testing Reports

1.14.4 Certificate of Compliance

1.15 HOT WORK

1.16 FACILITY OCCUPANCY CLOSURE

1.17 INCLEMENT WEATHER AND HEAT/COLD STRESS MANAGEMENT

SECTION 01 35 26.00 25 Page 1

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 General

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.2.1 General

3.2.2 Fall Protection Equipment and Systems

3.2.2.1 General

3.2.2.2 Personal Fall Arrest Equipment

3.2.3 Work Over Water

3.2.4 Existing Anchorage

3.2.5 Horizontal Lifelines

3.2.6 Guardrails and Safety Nets

3.2.7 Rescue and Evacuation Procedures

3.2.8 Aerial Lift Equipment and Movable Work Platforms

3.2.9 Safety Monitoring System

3.2.10 Controlled Access Zones

3.3 SCAFFOLDING

3.4 EQUIPMENT

3.4.1 Load Handling Equipment (LHE)

3.4.2 Cranes, Hoists, and Rigging

3.5 ELECTRICAL

3.5.1 Conduct of Electrical Work

3.5.2 Portable Extension Cords

3.5.3 Arc Flash Hazard (AHF) Program

3.6 HOUSEKEEPING

3.6.1 Clean-Up

3.6.2 Dust control

-- End of Section Table of Contents --

SECTION 01 35 26.00 25 Page 2

Competent Person for Fall Protection, the individual must have a minimum of 24 hours of Competent Person for Fall Protection training, with a combination of formal classroom and practical documented training. Training will be performed by a competent person training or a qualified person trainer conforming to the requirements of ANSI/ASSE Z490.1, Criteria for Accepted Practices in Safety, Health and Environmental Training. In addition, Competent Person refresher training must be conducted at least every two years to stay current with fall protection and rescue educational industry requirements, or when new fall protection systems are used or installed, or new fall hazards are encountered per ASSE/SAFE Z359-PKG. A Qualified person may perform the duties and responsibilities of a Competent person if their training meets the above minimum training requirements.

3.2.2 Fall Protection Equipment and Systems

3.2.2.1 General

Enforce use of the fall protection equipment and systems designated for each specific work activity in the Fall Protection and Prevention Plan and/or AHA at all times when an employee is exposed to a fall hazard.

Protect employees from fall hazards as specified in EM 385-1-1, Section

21. In addition to the required fall protection systems, safety skiff, personal floatation devices, and life rings etc., are required when working above or next to water in accordance with EM 385-1-1, Section 05 and 21.

Personal fall arrest systems are required when working from an articulating or extendible boom, swing stages, or suspended platforms. Safety requirements for work platforms suspended from cranes or derricks must comply with ASSE/SAFE A10.28. In addition, personal fall restraint systems are required when operating other equipment such as scissor lifts. Fall protection must comply with EM 385-1-1, and ASSE/SAFE Z359-PKG.

3.2.2.2 Personal Fall Arrest Equipment

Personal fall arrest equipment, systems, subsystems, and components must meet ASSE/SAFE Z359-PKG. Only a full-body harness with a shock-absorbing lanyard or self-retracting lanyard is an acceptable personal fall arrest body support device. Body belts are prohibited, to include use in Fall Restraint. Harnesses must have a fall arrest attachment affixed to the body support (usually a Dorsal D-ring) and specifically designated for attachment to the rest of the system. Only locking snap hooks and carabiners must be used meeting the 3,600 lb. gate strength requirement.

Webbing, straps, and ropes must be made of synthetic fiber. The maximum free fall distance when using fall arrest equipment must not exceed 6 feet. The total fall distance and any swinging of the worker (pendulum-like motion) that can occur during a fall must always be taken into consideration when attaching a person to a fall arrest system. All harnesses must be equipped with Trauma Suspension Straps or similar to provide short-term relief from the effects of orthostatic intolerance. All energy absorbers must be equipped with a deployment indicator.

3.2.3 Work Over Water

Prepare and provide a fall prevention and protection plan. The plan must comply with EM 385-1-1, Section 21. Work over water must conform to requirements set forth in John Day Dam Work Over Water Policy, see Attachment A7.

SECTION 01 35 26.00 25 Page 19

John Day Dam / Willow Creek Dam Page 1

U.S. ARMY CORPS OF ENGINEERS

JOHN DAY/WILLOW CREEK

PROJECT

John Day Dam

Willow Creek Dam

Revised January 2012

ADDED BY AMENDMENT 0001

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1. PURPOSE:

2. SCOPE:

3. REFERENCES:

4. DEFINITIONS:

5. BOAT RESTRICTED ZONE PROCEDURES

6. WATER RESCUE

7. BOAT AND OPERATOR QUALIFICATIONS

8. FALL PROTECTION

JOHN DAY DAM – BOAT RESTRICTED ZONE

APPENDIX A

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WORK ON, OVER, OR NEAR WATER

1. PURPOSE:

Work over or near water occurs often at a hydroelectric facility, adding risk to the work performed by Corps or contractor employees. This Policy examines the ways workers are exposed to this risk, and prescribes the precautions to be taken. Prior to beginning work over or near water, personnel shall have already prepared an Activity Hazard Analysis, attended a pre-work meeting, and contacted the Control Room for coordination and implementation.

This policy details the following procedures:

a) Boat Restricted Zone (BRZ)

b) Water Rescue

c) Boat and Operator Qualifications

d) Fall Protection

2. SCOPE:

This policy applies to all Corps and non-Corps personnel.

3. REFERENCES:

a) EM 385-1-1, U.S. Army Corps of Engineers Safety & Health Requirements Manual

b) ER 385-1-91, Training, Testing & Licensing of Boat Operators

c) JD Standing Order III, Safe Clearance Procedure

d) 29 CFR, Parts 1910 General Industry; 1918 Longshoring; & 1926, Construction

4. DEFINITIONS:

• Activity Hazard Analysis - The AHA will define the activities being performed and identify the sequence of work, the specific hazards anticipated, the control measures to be implemented, and the personal protective equipment (PPE) to be used.

• Boat Restricted Zone - The BRZ at the project is comprised of Outer and Inner Zones. Zone 1

(Outer) is defined by large orange and white signs placed at the shores; and Zone 2 (Inner) is defined as the area close enough to a dam structure (< 600 ft.) as to require reconfiguration of water control equipment to avoid dangerous flow conditions to the boats. Zone 2, therefore, requires compliance with the Safe Clearance Procedures before entering the BRZ. Any person wishing to enter the BRZ must follow the procedures outlined in PARAGRAPH 5, below. Permission to enter the BRZ may be withdrawn due to operational concerns at a moment’s notice by the Operating Manager or his/her representative. See Figures 1 and 2 on pages 10 and 11.

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• Fall Restraint System - Body harness, lanyard and connecting hardware, which can be attached to a solid anchorage point, thereby precluding a fall hazard. EM 385-1-1, Sections 16.T.10 and Appendix Q (definitions).

• Immediately available - The lifesaving skiff or rescue boat must be in the water and all systems tested and operational.

• Lifesaving Skiff - A vessel used for the rescue of a worker who has fallen from work over water that satisfies the requirements of EM 385-1-1, Section 5.K. As defined in Section 5.I., in locations where the waters are rough, swift, or where manually operated boats are not practical, a powered boat suitable for the waters shall be provided and equipped for lifesaving.

• Near water – When a worker is performing work from a shoreline or other surface essentially at the same elevation as the water surface, where a drowning hazard exists.

• On water – When a worker is performing work out of a boat or barge, exposed to the risk of falling less than six feet vertically into the surrounding water.

• Over water - Work performed from a dam deck, structure, or equipment, where a fall (of more than six feet) would result in entering the river, pool or fishway.

• Personal Fall Arrest System (PFA) - A body harness, connecting hardware, lanyard, and lifeline or self-retracting lifeline. EM 385-1-1, Sections 05.H and 21.C. For PFA with retrieval; the system includes a winch (usually hand-operated) by which another worker can hoist a fallen worker to safety.

• Personal Floatation Device (PFD) - USCG-approved Type I, III or Type V (no inflatable’s), International Orange/Red color, with reflective stripe and PFD light. EM 385-1-1, Section 05.J.

• Rescue & Work Boat - Vessels 26’ or Less: A vessel satisfying the following requirements:

powered by two motors, each capable of driving the boat upstream while fully loaded, at twice the swiftest water velocity encountered inside the Boat Restricted Zone. Each motor must have a separate fuel system (to prevent common fuel contamination). Each motor shall be individually capable of driving the boat and all workers (including those from a work boat) from the work site.

• Ring buoy - Life ring with a rope attached (minimum length 70 ft. or longer if appropriate), for worker rescue. EM 385-1-1, Section 05.J.06 (PFD Type IV) and OSHA 1918.97(e)(1).

• Safe Clearance Procedure - A definite operating arrangement whereby an Authorized Individual, acting individually or as a representative for a crew, may have designated equipment removed from or held out of service for maintenance or repair purposes under an approved tagout process which insures the safety of the workers involved, until released for service by the same Authorized

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Individual. The approved process provides protection from hazardous energy sources, which could endanger workers or equipment if energized.

• Standing Order - A project written process for accomplishing a standardized task or mission.

Vessels greater than 26’ shall be sufficiently powered to travel against current while loaded to full capacity with enough freeboard to safely carry its equipment and personnel.

5. BOAT RESTRICTED ZONE PROCEDURES

RATIONALE

Work-related freshwater boating has hazards recognized by most workers However, work near a dam structure can present additional hazards—sudden, large, natural or man-made, often without warning, and deadly—that originate from flow or environmental changes not evident to the boat’s crew. Two scenarios exist where work occurs within the BRZ: working over or near water; and working from a workboat. In both scenarios, a properly staffed and equipped rescue boat shall be immediately available (see definitions for requirements).

PROCEDURE

a. Anyone who intends to enter the Boat Restricted Zone of John Day or Willow Creek project for performing work must apply for permission in writing, at least two weeks in advance of the anticipated entry date. The request must include a schedule, a written work plan, and an Activity Hazard Analysis.

The Operations Manager or his/her designate must approve the request prior to entry.

NOTE: for operational emergencies e.g., debris in forebay obstructing a fishway, the Control Room Operator will call out a trained retrieval crew of project employees (see below) to remove the hazard to operations. The responding crew will follow a pre-approved Activity Hazard Analysis; the two-week prior request notification is waived for such emergencies. The crew will conduct a pre-work meeting in the Control Room.

b. A pre-work safety meeting will be conducted at the facility prior to the anticipated work. The work leader or supervisor of the boat crew must attend this meeting, and must provide evidence there that the requirements of this Policy have been satisfied.

c. When applicable and practicable, the Control Room Operator will configure dam equipment to minimize flows in the work area. This equipment will be “tagged out” via the dam’s Safe Clearance Procedure, thus preventing operation of the equipment during the work. No boat may enter the work area until approval is given by the Control Room Operator. The Control Room Operator has the right to deny entry, if any condition would threaten the safety of the boat crew. The boat crew shall also call the Control Room upon leaving the BRZ.

d. Clear lines of radio communication between each boat and the dam Control Room shall be agreed upon during the pre-work meeting, and established before the boat(s) enter the BRZ.

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PERSONNEL

a. The operator of any boat entering the BRZ must provide proof of qualification as a trained, experienced operator of the boat being piloted (provide documentation at the pre-job meeting). A list of qualified project vessel operators is included as Appendix A.

b. The crew of the workboat shall include an operator who will not engage in any other work while piloting the boat. When a workboat is securely tied off in the area of operations, the operator may conduct other activities that do not interfere with the primary responsibility of piloting the boat.

c. “NOTE”At least one of the workboat crew and one of the rescue boat crew, other than the operator, must be trained in CPR, first aid, and water rescue procedures.

EQUIPMENT

a. Work boats and rescue boats must meet U.S. Coast Guard safety standards for all boat operating conditions. In addition, each boat shall meet current State and Federal requirements.

b. Work boats and rescue boats must be equipped with the following (EM 385-1-1, 19A):

1. Fire extinguisher--for boats less than 26-ft in length, one 1-A:10-B:C extinguisher; for boats greater than 26-ft in length, two 1-A:10-B:C extinguishers.

2. Personal floatation devices (PFD) for the maximum crew listed for the boat.

3. Running and anchor lights

4. An audible warning device capable of alerting rescue personnel anywhere within the BRZ

5. A marine band radio capable of communicating with the Control Room on Channel 14

6. An approved ring buoy with a minimum seventy-foot throw line (buoyant rope required)

7. An adequately sized towrope

8. A spotlight or acceptable visual distress signal

6. WATER RESCUE

RATIONALE

When a worker faces the hazard of falling in water, Corps safety requirements and project policy necessitate rescue readiness. This procedure defines the requirements for providing rescue actions and post-rescue care of a worker exposed to water immersion.

REQUIREMENTS

a. Minimum of two crew members dedicated strictly to rescue operations. One operator exclusively dedicated as a boat operator and another rescue crew member trained in cold-water rescue and certified to perform First Aid/CPR.

b. Crew members of a rescue boat or life-saving skiff must be trained in rescue and post-rescue care procedures. Training for project employees will be made available by project management.

Contractors shall include in the Activity Hazard Analysis, procedures for cold-water rescue and post-rescue care.

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c. Rescue response is intended for protection of project workers performing assigned duties—not as first responders to other agencies or to the public. However, if an overboard event occurs in the immediate vicinity of a project work site, where a non-project individual is in imminent danger of drowning, then the project safety boat and crew may respond, in the spirit of the State’s Good Samaritan laws. In keeping with project’s partnership with local law enforcement agencies, we will provide rescue efforts as practicable, when requested by the Sheriff’s office or similar agency.

d. When the rescue boat responds to an overboard event, a crewmember shall notify the appropriate Control Room of the in-progress rescue. The Control Room Operator will call the entities listed below for continued care of the rescued worker.

- Mid-Columbia Medical Center (541) 296 -1111

- Klickitat Valley Hospital (509) 773 - 4022

- Providence / Hood River Hospital (541) 386 – 3911

d. “WARNING” During BRZ operations, if the rescue boat becomes unavailable, all work will cease.

e. The Columbia River water temperature is below 70°F year-round. Worker rescue from the river becomes, therefore, a “cold-water rescue.” Project employees who become rescue crewmembers will be trained in, and will use, cold-water rescue and care techniques for all such events.

7. BOAT AND OPERATOR QUALIFICATIONS

RATIONALE

Project policy requires that personnel operating watercraft less than 26-feet in length shall be trained, tested and licensed in accordance with ER 385-1-91, 19.A.02, this document and other applicable regulations. Employees who operate watercraft will do so in a safe manner in accordance with recognized Federal, state and local laws and standards.

REQUIREMENTS

PERSONNEL (Reference EM 385-1-1, Section 19.A.02).

a. Government operators shall be licensed or certified in accordance with ER 385-1-19.A.02. Officers and crew shall be qualified and documented by the designated project authority.

b. Non-Government operators and crew shall be qualified as evidenced by a Boater Education Card or by letter from the employer with a current, valid USCG license.

c. In accordance with new guidance from the Oregon State Marine Board:

• By January 1, 2003, all individuals age 16 up to and including age 30 are required to possess a Boater Education Card to operate a motorboat having more than 10 horsepower.

• By January 1, 2004, all individuals age 16 up to and including age 40 are required to possess a

Boater Education Card to operate a motorboat having more than 10 horsepower.

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Information on the requirements set forth by the Oregon State Marine Board can be found at the following website; http://www.boatoregon.com/Education/index.html .

VESSELS

a. Under 26 feet. All vessels under 26 feet shall be inspected annually by a qualified person. The inspection shall be documented and a copy shall be furnished to the designated authority, upon request.

b. 26 feet and over. All vessels 26 feet and over shall have current inspections and certificates issued by the USCG Auxiliary or licensed Marine Surveyor before being placed into service. The inspection shall be documented and a copy shall be furnished to the designated authority, upon request.

8. FALL PROTECTION

RATIONALE

There are several scenarios of dam work during which personnel may fall into the water. These different scenarios demand different methods of fall protection, and are covered by different regulations. Below are example scenarios, with appropriate references and the required precautions.

POSSIBLE SCENARIOS & REQUIRED SAFETY PRECAUTIONS:

* Work from a work platform suspended by mobile crane:

Requirements-- (ref. EM 385-1-1, Section 16.T.10&21.N; OSHA 1926.550(g)(3)(i)(F) 1926.106)

(1) OSHA-compliant work platform

(2) Inspected and load-tested mobile crane

(3) PFD in place of PFA

(4) Rescue boat immediately available

(5) For swift current or turbulent water, reconfigure plant equipment to stop the flow. If the current cannot be substantially reduced, then alternative means of access must be utilized. A live- boom-supported work platform may not be used in this circumstance. (booms in which lowering is controlled by a brake without aid from other devices which slow the lowering speeds)

SPECIAL EXCEPTION: When a diver is to perform underwater work and will access the water with a work platform, then no lifesaving skiff is required. However, if the diver’s tender or standby diver will remain in the work platform above water, then that condition will be considered work over water, and a lifesaving skiff (or rescue boat for BRZ work) will be required.

* Work from a suspended scaffold, supported by a portable frame:

Requirements--(ref. EM 385-1-1, Section 16.T & 21.N)

(1) OSHA-compliant work platform

(2) Inspected and tested hoist/frame system, secured by locking wheels or anchored to deck

(3) Fall arrest system

(4) For swift current or turbulent water, reconfigure plant equipment to stop the flow. If the current cannot be substantially reduced, then a second fall arrest system with retrieval capability shall be attached to each worker.

A7-8 http://www.boatoregon.com/Education/index.html�

John Day Dam / Willow Creek Dam Page 9

* Work from the dam structure, or stationary, rigid frame (without guardrail or safety net):

Requirements--(ref. EM 385-1-1, Sections 21.A. and 22.A)

(1) Fall arrest system

(2) A co-worker/observer, for emergency retrieval if needed

(3) a ring buoy with a minimum length of 90 ft.

(4) For swift current or turbulent water, reconfigure plant equipment to stop the flow. If the current cannot be substantially reduced use a second fall arrest system with built-in retrieval, in lieu of a lifesaving skiff (or rescue boat for BRZ work).

* Work from the water surface (work boat, barge, etc.):

Requirements—(ref.’s noted)

(1) Within the Boat Restricted Zone: see Paragraph 5 above

(2) Outside the Boat Restricted Zone: see EM 385-1-1, Section 19, “Floating Plant and Marine Activities”.

* Work near the water surface at the same elevation (i.e., shoreline):

Requirements--(ref. EM 385-1-1, Section 5.J)

(1) PFD

(2) Communication with Control Room

(3) Co-worker within clear sight.

(4) Ring Buoy with rope (see rope requirements above)

SPECIAL EXCEPTIONS: (1) Walkway access onto a boat dock does not require PFD use; however, work on a dock will be treated as “work near the water surface.” (2) Where a dam deck has a guardrail on one side, and personnel can traverse the deck without approaching the unprotected edge, no PFD is required. However, if work will occur near the edge, or if an unprotected portion of travel exists, then a PFD is required.

A7-9

John Day Dam / Willow Creek Dam Page 10

JOHN DAY DAM – BOAT RESTRICTED ZONE

APPENDIX A2

A7-10

John Day Dam / Willow Creek Dam Page 11

Loc. Name Issue Expire Length JDM Kochis, Lee 8/23/01 8/23/06 48 Feet Cold Water Rescue JDM Amidon, Chuck 9/26/02 9/26/07 48 Feet TDR Volkman, Gregg 4/7/05 4/7/10 28 Feet PWC

A7-11

Features

• 22 t (25 USt) capacity

• 21,6 m (71 ft) four-section full power boom

• 13,6 t (15 USt) deck carrying capacity

• Tilt steering wheel

• Load sensing piston hydraulic pump

• Proportional hydraulic controls

Grove YB7725 Product Guide

A8-1

ContentsFeatures

Specifications 4

Dimensions 7

Range diagram 9

Load chart 10

DIN/ISO range diagram 12

DIN/ISO load chart 13

Symbols glossary 15

The reach and capacity to get the job done A 5,1 m (17 ft) swingaway extension added to the 21,6 m (71 ft) main boom provides an impressive 28,9 m (95 ft) tip height with a capacity of 2268 kg (5000 lb). A galvanized down-haul ball is included with the extension.

Hook block A galvanized coated hook block is provided as standard to help eliminate rusting of this important crane component.

Split door design The “new” split door design, offered with the optional enclosed cab, allows for the top half to be left open while keeping the bottom half closed for safety.

Operator cab Hydraulic proportional joystick controls, automotive dash layout, tilt steering wheel, and suspension seat enhances operator comfort and ease of use.

A8-2

4 Grove YB7725 5

SpecificationsSpecifications

*Denotes optional equipment *Denotes optional equipment

CarrierSuperstructure

Boom

7,21 m – 21,6 m (23 ft 8 in - 71 ft) full power main boom. Four-section boom with three (3) powered sections.

Maximum tip height: 24,0 m (79 ft).

*Offsettable swingaway extension

5,1 m (17 ft) offsettable swingaway extension. Offsets 0°,15°, and 30° via pivoting boom nose. Stows alongside base boom section.

Maximum tip height: 28,9 m (95 ft).

Boom nose

Two nickel plated steel sheaves mounted on heavy duty tapered roller bearings with removable pin-type rope guards. Quick reeve type boom nose with four-position (0°, +30°, +60°, and + 80°) pivoting to minimize head height requirements. Lowers head height by 0,6 m (2 ft).

Boom elevation

Two double acting hydraulic cylinders with integral holding valves provides elevation from -0° to +80°.

Anti-two block device

Standard anti-two block device, which, when activated, provides an audible warning to the operator and “locks-out” all functions whose movement can cause two-blocking.

Load indicator (LSI)

A simple effective and easy to use load indicating system used in conjunction with the anti-two block system to assist the operator in efficient operation of the unit within the limits of the load chart. The display panel displays the hook load and cuts-out the telescope and boom lift down function when a load limit is exceeded. The warning is by a flashing light on the display panel. In conjunction with the load display panel (receiver) there is a wireless transmitter and load sensing pin attached to the boom head that transmits the hook load to the display panel.

(wireless system)

*Load Moment Indicator (LMI)

“Graphics Display” of boom angle, boom length, boom radius, capacity, and allows for operator input to set the limit parameters based on the load chart. Displays color coded light bar and audible alarm with function cut-out if load exceeds the load chart parameters.

(hardwired system)

Swing

Ball bearing swing circle with 360° continuous rotation.

Hydraulic motor driven pinion with brake.

Maximum speed: 2.5 rpm

Hydraulic system

One pressure compensated variable displacement axial piston pump with load sensing combined with two (2) gear pumps.

Maximum output of: 238 LPM (79 GPM).

Maximum operating pressure: 248 bars (3600 psi).

Six section valve bank, chassis mounted, operated via dash mounted, pilot pressure hydraulic joysticks.

227 L (60 gal) hydraulic reservoir with sight level gauge and steel side plating to guard against side impacts.

10 micron return line filter with full flow by-pass protection and service indicator.

Hoist specifications

Piston motor driven with automatic spring applied / hydraulically released wet brake.

Maximum hoist pull (first layer): 6804 kg (15,000 lb)

Maximum permissible single line pull:

5670 kg (12,500 lb) (3.5:1 design factor)

Maximum single line speed: 61 m/min (200 fpm)

Rope construction: 6X19 XIPS/IWRC

Rope diameter: 16 mm (5/8 in)

Rope length:

Main hoist: 119 m (390 ft)

Maximum rope stowage:

Main hoist: 151 m (495 ft)

Chassis

High strength alloy frame constructed with integral outrigger housings; front and rear lifting, tie-down, and towing lugs. 60 ft² carrydeck size with 13 608 kg (30,000 lb) deck only carrying capacity. Deck coated with anti-skid treatment.

Outriggers

Two-stage hydraulic telescoping beam with vertical jack at the four corners provides extended and down and retracted and down lifting capacities. Integral holding valves on both beam and jack cylinders.

Outrigger pad size:

29,2 cm x 29,2 cm (11.5 in x 11.5 in) Maximum outrigger pad load:

20 321 kg (44,800 lb) / 339 p.s.i.

Outrigger controls

Independent outrigger control rocker switches for beam or jack selection with separate extend/retract rocker switch. 360° bubble level located inside cab.

Fuel tank capacity

189 L (50 gal)

Transmission

Powershift with four speeds forward and reverse. Stalk mounted direction shifter with rotary gear selection.

Operators control station

Frame mounted, open air style control station with cab shell includes all crane functions, driving controls, and overhead safety glass. Other standard equipment includes a suspension seat with seat belt, hourmeter, sight level bubble, and 2.5 lb (1.1 kg) fire extinguisher.

The dash panel includes a multi-cluster gauge showing fuel, water temperature, oil pressure, and battery voltage. An engine monitoring indicator strip shows engine warning, stop engine, transmission low pressure, transmission high temperature, and low brake system pressure. The load indicator receiver is mounted to the top of the dash panel.

*Operators control station enclosed

Includes the standard cab shell with the addition of front, rear, and right side glass, a split (2 piece) hinged door with sliding glass, front windshield wiper and washer, hot water heater and defroster with fan and cab dome light are included.

Electrical system

Two 12V maintenance-free batteries, 820CCA at 0°.

63 amp alternator.

Drive

2 wheel (rear drive) or 4 wheel selection, front and rear axle drive with planetary hubs and limited slip differential.

Steer

Standard three steering modes.

Front two wheel, four-wheel coordinated, and four-wheel crab steer with electronic self alignment, three-position rocker selector on dash panel.

Outside turning radius:

Two-wheel steer: 7,32 m (24 ft) Four-wheel steer: 4,04 m (13 ft 3 in)

Engine (Tier III)

Cummins QSB 4.5L, four cylinders / turbo-charged diesel rated at 97 kW (130 bhp) (Gross) at 2500 rpm.

Standard 110V engine block heater and cold weather “ether” assist system. Engine hour meter located inside operators compartment.

Maximum torque: 370 N-m (273 ft lb) at 2500 rpm.

Note: Required for sale outside of North American and European Union countries

Engine (Tier IV)

Cummins QSB 4.5 L, four cylinders, turbo-charged diesel rated at 97 kW (130 hp) at 2500 rpm. Standard 110V engine block heater and cold weather intake grid heater.

Diesel Oxidation/Catalyst, stainless steel, muffler to meet 2012 EPA emissions, combined with a Cummins direct air flow, 2 stage cyclonic air filter system.

Maximum torque: 620 N-m (457 ft lb) at 1500 rpm.

Note: Tier IV engine Required in North American and European Union countries.

A8-3

6 Grove YB7725 7

DimensionsSpecifications

Gross vehicle weight (G.V.W.)

Open cab: 20 249 kg (44,640 lb) Enclosed cab: 20 354 kg (44,873 lb)

Miscellaneous standard equipment

22 t (25 USt) Two sheave “galvanize coated” hook block, with “Quick Reeve”.

Back-up motion alarm Outrigger motion alarm Dual rear-view mirrors

*Denotes optional equipment

Tires

Standard: 17.5 x 25 Bias Optional: 17.5R25 radials

Brakes

Hydraulic actuated internal wet-disc service brake acting on all four wheels. Dash mounted toggle switch with light for activating or release of the dry disc parking brake mounted on the transmission output yoke.

Lights

Full lighting including turn indicators, head, tail, brake and hazard warning lights recessed mounted.

Maximum speed

31,3 km/h (19.5 mph)

Gradeability (theoretical)

63%...... (at engine stall) NO LOAD 38%......(at engine stall) with 13 608 kg (30,000 lb)

DECK LOAD

Oscillation lockouts

Manual switch to engage and disengage the rear axle lockouts. Engage when lifting on rubber and in crab steer mode, Disengage to allow oscillation when traveling over rough terrain.

*Optional equipment

AUXILIARY LIGHTING: includes cab mounted amber flashing light, dual base boom mounted floodlights CONVENIENCE PACKAGE: includes front and rear pintle hitch and headlight/taillight grille covers ENCLOSED CAB PACKAGE: includes heater and defroster, cab dome light, all window glass, and two piece split door 5,2 m (17 ft) fixed extension Air conditioner Catalytic convertor Hoist drum rotation indicator Wire rope 3rd wrap indicator with hoist function cut-out 3629 kg (8000 lb) below deck mounted tow winch Foam – filled tires

Carrier continued

Suspension/axles

Front: Drive/steer with differential and planetary reduction hubs, axle is rigid mounted to frame.

Rear: Drive/steer with differential and planetary reduction hubs, axle is pivot mounted to frame allows up to 3.5° of oscillation.

8793 mm (28' 10")

6139 mm (20' 2")

7206 mm (23' 1")

2400 mm (7' 10")

3485 mm (11' 5")

467 mm (1' 6")

25°

1369 mm (4' 6")

1369 mm (4' 6")

2502 mm (8' 3")

2738 mm (9' 0")

4704 mm (15' 5")

5004 mm (16' 5")

5309 mm (17' 5")

Ground Plane

3036 mm

803 mm (2' 11")

1499 mm (4' 11")

Ground Plane

1930 mm (6' 4")

2362 mm (7' 9")

2457 mm (8' 1")

2285 mm (7' 6")

1677 mm (5' 6")

2079 mm (81.85")

1997 mm (78.62")

1773 mm (69.80")

1574 mm (61.97")

0° Boom Head

30° Boom Head

60° Boom Head

80° Boom Head

804 mm (2' 8")

1553 mm (5' 1")

2356 mm (7' 9")

454 mm (1' 6")C Rotation

4902 mm (16' 1")

2457 mm (8' 1")

2362 mm (7' 9")

1989 mm (6' 6")

2316 mm (7' 7")

1677 mm (5' 6")

A8-4

8 Grove YB7725 9

Range diagramDimensions

THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE.

The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane.

Operating radius in feet from axis of rotation

H ei gh t fr om t he g ro un d in fe et

G7

84048 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 76 80 84

72 76 80 84 84048 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68

.0

' B O

O M

' B

O O

M

' B O

O M

' B

O O

M

' B O

O M

' W

IT

H

' J

IB

75°

0° 5°

10°

15°

20°

25°

30° 35°

40° 45°

50° 55°

60° 65°

70° 80°

Weights

GVW Front Rear kg (lb) kg (lb) kg (lb)

Basic machine: Including 21,6 m (71 ft) main boom, main hoist with 119 m (390 ft) of wire rope, 22,6 t (25 USt) hookblock, full counterweight, Tier IV engine

20 249 (44,640) 9 904 (21,834) 10 345 (22,806)

Add: 5,1 m (17 ft) fixed swingaway extension and extension carrier brackets and downhaul weight 208 (458) 406 (896) -199 (-438)

Crane weight 20 456 (45,098) 10 310 (22,730) 10 146 (22,368)

Basic machine: Including 21,6 m (71 ft) main boom, main hoist with 119 m (390 ft) of wire rope, 22,6 t (25 USt) hookblock, full counterweight, Tier IV engine

20 249 (44,640) 9 904 (21,834) 10 345 (22,806)

Add: Enclosed cab with heater and defroster 106 (233) 104 (104) 129 (129)

Crane weight 20 354 (44,873) 9 951 (21,938) 10 403 (22,935)

A Boom clearance B

Carrier clearance

C Curb clearance

D Outside turn radius

E Inside turn radius

2400 mm (7' 10")

Dimensions

Tire size A B C D E A B C D E

17.5 x 25

9784 mm 8047 mm 7620 mm 7300 mm 4664 mm 7102 mm 4968 mm 4542 mm 4084 mm 1890 mm

(385.2 in) (316.8 in) (300 in) (287.4 in) (183.6 in) (279.6 in) (195.6 in) (178.8 in) (160.8 in) (74.4 in)

Two-wheel steer Four-wheel steer

A8-5

10 Grove YB7725 11

Load chartLoad chart

THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE.

The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane.

17 ft JIB CAPACITY ON EXTENDED OUTRIGGERS (lb)

Jib O�set AngleMain Boom 0° 30°15° Angle (deg) Boom

Any

Length To 55 ft

Main Boom

To 71 ft Main Boom

To 55 ft Main Boom

To 71 ft Main Boom

1) The rated loads are the maximum lift capacities as determined by operating radius, boom length and boom angle. The operating radius is the horizontal distance from a projection of the axis of rotation to the supporting surface, before loading, to the center of vertical hoist line or tackle with load applied.

2) Rated load columns for discrete boom lengths apply when actual boom length is within +/- 1.0 ft of discrete length. When boom length or radius or both are between points listed on capacity chart, the smallest load shown at either the next larger radius or boom length shall be used.

3) For operating radius not shown, use load rating of next larger radius.

4) The rated loads shown on outriggers do not exceed 85% of actual tipping. The rated loads shown on rubber do not exceed 75% of actual tipping. These ratings are based on freely suspended loads with the crane leveled, standing on a firm, uniform supporting surface. Practical working loads depend on supporting surface, operating radius and other factors affecting stability. Hazardous surroundings, climatic conditions, experience of personnel and proper training must all be taken into ac-count by the operator.

5) The weights of all load handling devices such as hooks, hook blocks, slings, etc., except the hoist rope, shall be considered part of the load.

See reduction chart.

6) Ratings on outriggers are for either outriggers fully extended and down or fully retracted and down. Ratings for outriggers fully retracted and down will apply for any intermediate outrigger setting.

7) Ratings on rubber depend on tire capacity, condition of tires and proper inflation pressure (110 psi). When replacing tires, contact Mani-towoc for proper specifications. Loads on rubber may be transported at a maximum seed of 2.5 mph on a smooth, hard, level surface with boom retracted to the shortest length possible and centered over front. For 360° ratings on rubber, rear axle oscillation locks must be in place. Do not use jib with crane on rubber.

8) The maximum combined total boom and deck load is 20,000 lb. The maximum deck load only is 30,000 lb.

9) Do not induce any external side loads to boom or jib.

80022135YB

Any Boom Length

(ft) Radius Rating

(lb)

360° Radius

(deg)

Rated Load

Boom Angle

MAIN BOOM LOAD RATINGS ON OUTRIGGERS

Extended and Down 360° or Retracted and Down Front/Rear

Rated Load

Boom Angle (deg)

Boom Angle (deg) (deg) (deg)

Rated Load

(lb) Rating Front

MAIN BOOM

ON RUBBER

47.0 ft Boom35.0 ft Boom23.0 ft Boom

(ft) (lb) (lb) (lb)

Boom Angle

Rated Load

59.0 ft Boom

(lb)

Boom Angle

Rated Load

71.0 ft Boom

(lb) 8.5

19.5

31.5

43.5

55.5

64.2 59.8 53.6 46.8 38.8 28.7

50,000 38,793 34,893 31,256 26,699 23,186 21,044

73.2 70.6 66.9 63.2 59.2 55.1 51.9 40.8

34,300 34,500 31,426 28,464 26,076 23,496 21,379 18,471 16,592 14,600 12,750 11,250

10,300

78.1 76.2 73.6 68.3 65.6 63.5 59.9 56.9 47.5 17.5

33,600 33,017 29,285 26,357 24,016 22,096 20,902 18,629 16,747 14,850 13,050 11,600 10,650

79.7 77.8 75.8 73.7 71.7 70.1 67.4 60.5 58.5 56.5 53.5 48.5 45.5 42.5 40.5 32.5

27,800 25,900 24,100 22,400 20,792 19,582 17,872 16,300 14,200 13,150 11,700 10,750

78.7 77.1 75.4 74.2 70.3 68.5 66.7 65.2 63.9 61.5 59.6 51.5 48.5 46.5 41.5 38.5 36.5 32.5

27,800

18,200 16,750 15,500 14,650 13,400 12,500 11,750 11,050

Radius (deg)

Rated Load

Boom Angle

MAIN BOOM LOAD RATINGS ON OUTRIGGERS

Retracted and Down 360°

Rated Load

Boom Angle (deg)

Boom Angle (deg) (deg) (deg)

Rated Load

47.0 ft Boom35.0 ft Boom23.0 ft Boom

(ft) (lb) (lb) (lb)

Boom Angle

Rated Load

59.0 ft Boom

(lb)

Boom Angle

Rated Load

71.0 ft Boom

(lb) 8.5

19.5

31.5

43.5

55.5

63.5 52.5 45.5

26,350 20,800 16,000 12,300

70.5 59.5 55.5 46.5 41.5

24,000 19,300 15,100 12,250 10,150

73.5 68.5 65.5 63.5 47.5 17.5

21,900 17,900 14,200 11,600

79.5 77.5 75.5 73.5 71.5 67.5 60.5 58.5 56.5 53.5 48.5 45.5 42.5 40.5 32.5

16,650 13,350 11,000

75.5 68.5 66.5 63.5 51.5 48.5 46.5 41.5 38.5 36.5 32.5

27,800

10,500

30,000 24,950 21,000 18,000 15,650 13,300 10,900

21,000 17,900 15,000 13,000 10,000

HOIST ROPE: 5/8 in diameter 6 x 19 XIPS IWRC BRIGHT

Min. req'd breaking strength = 45,400 lb

MAXIMUM PERMISSIBLE SINGLE LINE PULL

= 12,500 lb

15°

30°

SIDE

FRONT REAR

15°

30°

SIDE

HANDLING DEVICES INSTALLED (lb)

HOOK & BALL

MAIN BLOCK

MAIN BOOM JIB

RATING REDUCTIONS FOR LOAD

JIB STOWED

JIB DEPLOYED

N/A

N/A

FROM FROM

THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE.

The individual crane’s load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane.

1) The rated loads are the maximum lift capacities as determined by operating radius, boom length and boom angle. The operating radius is the horizontal distance from a projection of the axis of rotation to the supporting surface, before loading, to the center of vertical hoist line or tackle with load applied.

2) Rated load columns for discrete boom lengths apply when actual boom length is within +/- 1.0 ft of discrete length. When boom length or radius or both are between points listed on capacity chart, the smallest load shown at either the next larger radius or boom length shall be used.

3) For operating radius not shown, use load rating of next larger radius.

4) The rated loads shown on outriggers do not exceed 85% of actual tipping.