11B0012_SpecsAmnd0003.PDF

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: MICHAEL TOTH

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

CONTINUED ON NEXT PAGE

THIS AMENDMENT DOES NOT EXTEND THE BID OPENING DATE OF 26 JULY 2011 AT 11:00 AM ESTSTANDARD TIME.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912BU-11-B-0012

X 9B. DATED (SEE ITEM 11)

10-Jun-2011

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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

13-Jul-2011

CODE

CONTR DIV-CONTRACTS BR

USAED, PHILA DISTRICT

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912BU

FACILITY CODE CODE

EMAIL: TEL:

W912BU-11-B-0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

Amendment No. 0003

IFB W912BU-11-B-0012

14. DESCRIPTION OF AMENDMENT (continued)

a. RFI’s with RESPONSES: RFI’s with responses, annotated Amendment No. 0003, attached hereto.

b. VOLUME 1 OF 2:

(1) SPECIAL CONTRACT REQUIREMENTS TABLE OF CONTENTS: Please deleted page 00800-i in its entirety and substitute the revised page 00800-i, annotated Amendment No. 0003, attached hereto.

(2) PROJECT TABLE OF CONTENTS VOL 1 OF 2: Please delete pages 1 and 2 in their entirety and substitute the revised pages 1 and 2, annotated Amendment No. 0003, attached hereto.

(3) SECTION 00840 – GEOTECHNICAL REPORT: Please delete Section 00840 in its entirety.

(4) SECTION 01 11 00 – SUMMARY OF WORK: Please delete Section 01 11 00 in its entirety and substitute the revised Section 01 11 00,

(5) SECTION 01 33 00 – SUBMITTAL PROCEDURES: Please delete pages

01 33 00 – 14 through 79 in their entirety and substitute the revised pages 14 through 80, annotated Amendment No. 0003, attached hereto.

(6) SECTION 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS: Please delete page 01 35 26–5 in its entirety and substitute the revised page 01 35 26–5, annotated Amendment No. 0003, attached hereto.

(7) SECTION 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS: Please add pages 01 35 26-30 through 01 35 26-35 in their entirety, annotated Amendment No. 0003, attached hereto.

(8) SECTION 01 45 00 – QUALITY CONTROL: Please delete Section 01

45 00 in its entirety and substitute the revised Section 01 45 00,

(9) SECTION 01 50 00 – TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS: Please delete page 01 50 50–3 in its entirety and substitute the revised page 01 50 50–3, annotated Amendment No. 0003, attached hereto.

(10) SECTION 02 41 00 – DEMOLITION: Please delete page 02 41 00- 10 in its entirety and substitute the revised page 02 41 00-10, annotated Amendment No. 0003, attached hereto.

(11) SECTION 02 82 14 – ASBESTOS HAZARD CONTROL ACTIVITIES:

Please delete pages 02 82 14-29 through 02 82 14-30 in their entirety and substitute the revised pages 02 82 14-29 through 02 82 14-30,

(12) SECTION 05 50 13 - MISCELLANEOUS METAL FABRICATIONS: Please add Section 05 50 13 in its entirety, annotated Amendment No. 0003, attached hereto.

(13) SECTION 05 52 00 – METAL RAILING: Please add Section 05 52 00 in its entirety, annotated Amendment No. 0003, attached hereto.

(14) SECTION 07 61 14 - STEEL STANDING SEAM ROOFING: Please add

Section 07 61 14.00 20 in its entirety, annotated Amendment No. 0003,

(15) SECTION 08 51 13 – ALIUMINUM WINDOWS: Please delete Section

08 51 13 in its entirety.

(16) SECTION 08 56 53 – BLAST RESISTANT TEMPERED GLASS WINDOWS:

Please add Section 08 56 53 in its entirety, annotated Amendment No.

0003, attached hereto.

(17) SECTION 08 81 00 – GLAZING: Please add Section 08 81 00 in its entirety, annotated Amendment No. 0003, attached hereto.

(18) SECTION 12 24 13 - ROLLER WINDOW SHADES: Please delete pages

12 24 13-3 through 12 24 13-6 in their entirety and substitute the revised pages 12 24 13-3 through 12 24 13-5, annotated Amendment No.

0003, attached hereto.

c. VOLUME 2 OF 2:

(1) SECTION 23 00 00 - AIR SUPPLY, DISTRIBUTION, VENTILATION, AND

EXHAUST SYSTEMS: Please delete Section 23 00 00 in its entirety and substitute the revised Section 23 00 00, annotated Amendment No. 0003,

d. CONTRACT DRAWINGS – TOBYHANNA ARMY DEPOT, 11 HAP ARNOLD BOULEVARD, TOBYANNA, PENNSYLVANIA, 18466-5078, BUILDING 16 RENOVATION, IFB#

W912BU-11-B-0012: Revisions to the following drawings are identified by a triangle placed on the drawing near each revision and a “cloud” drawn around both the triangle and change.

(1) Please delete the following drawing sheet numbers in their entirety and substitute the revised drawings, of the same sheet number, with the latest revision date of 12 July 2011, attached hereto.

GC-101, C-100, C-101, C-102, C-501, C-502, E-003, M-001, M-101, M-

201, M-301, M-602, M-802, M-804, M-805, M-806, M-807, M-808, M- 809, P-101, S-101, S-503

(2) Please add the following reference drawings, with the latest revision date of 12 July 2011, attached hereto.

16-2-1, 16-2-2, 16-2-3

e. Please indicate receipt of this amendment on Standard Form 1442(SOLICITATION, OFFER, AND AWARD) as Amendment No. 0003. Failure to acknowledge all amendments may be cause for rejection of the bid.

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION with RESPONSES

Solicitation No. W912BU-11-B-0012 13-Jul-2011

See Amendment No. 0002 for RFI's 1 thru 38

RFI

# Discipline

Dwg Sheet/Spec Section Comment Response

39 Architectural A-302/A-303

The drawings indicate that 2" of regid insulation with a waterproofing membrane & finish coat be installed out outside of foundation walls. There is no spec given for this system.

Please provide.

This will be clarified in an upcoming Amendment.

40 Architectural Spray Insulation

Could we get a specification for the spray thermal insulation? Will this foam insulation require a 15 minute thermal barrier?

This will be clarified in an upcoming Amendment.

41 Architectural A111, A310

Drawing A111 indicates a 9'-0" ceiling height, drawing A310 type E wall shows a 10'-0" top of concrete for the weapons locker. Not clear on correct interior ceiling height for the locker. Refer to Amendment No. 0003

Spray Foam Insulation 00815

Please provide wage rate for spray foam insulation installers.

This will be clarified in an upcoming Amendment.

Amendment No. 0003

RFI's Page 1

This page was intentionally left blank for duplex printing.

Amendment No.0003

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 32 33 CONSTRUCTION PHOTOGRAPHY

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 05 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION AND SAFETY SIGNS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 33 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 01 30 CONCRETE REHABILITATION

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 39 00 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 19 ROLLING SERVICE AND FIRE DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 Deleted

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 22 26 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHER CABINETS

10 56 13 WIRE CLOSET SHELVING

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS

DIVISION 21 - 33: SEE VOLUME 2 OF 2

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

00800 – i

TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS

00800 SPECIAL CLAUSES

00805 CONTRACT ADMINISTRATION

00815 WAGE RATES

00825 REGIONS FOR THE CONSTRUCTION EQUIPMENT OWNERSHIP AND

OPERATING EXPENSE SCHEDULE

00840 DELETED

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E 2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E 2114, Section 01 35 40 ENVIRONMENTAL MANAGEMENTSection 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The repair and renovation of Building 16 shall provide temporary Fire service quarters and emergency equipment parking bays for Fire services and future permanent Security service quarters for the Distribution Depot Tobyhanna, Pa (DDTP) and Defense Logistics Agency (DLA). This consists of selective demolition of the existing site features, utility elements and building features. Refer to the Architectural, Electrical, Plumbing, Fire Alarm, Fire Suppression and Mechanical Demolition plans for extent of work.

The entire exterior façade of Building 16 shall be refaced and brought up to Tobyhanna design standards which includes an Exterior Finish Insulation System (EFIS). Site utilities shall be modified and site features added to meet AT/FP standards. Interior new work consists new partition walls, gypson ceilings, modifications to existing restrooms, HVAC systems, Section 01 11 00 Page 1 modifications of the existing sprinkler system and electrical work associated with all new construction. Furniture and kitchen appliances will be provided by TYAD. See Civil, Architectural, Electrical, Plumbing, Fire Alarm, Fire Suppression and Mechanical plans for the extent of the new work. This project will not be LEED certified or certifiable and will not require third party commissioning, however requirements for LEED compliant materials and methods still need to be followed as well as requirements for fundamental commissioning.

a. Base Bid Item: "Building 16 Renovation" (not including HVAC, Building Addition - Shed, and Sitework: includes all building construction to the outside edge of the existing main building envelope and utilities work specified within a line five feet outside of the building. Except the work included in Option 1. All costs in connection with all permits and fees shall be included in this bid item.

b. Base Bid Item: "Building Addition" (Reconstructed Shed Area - Not including HVAC) including demolition of the existing corregated metal enclosure and bifuminous pavement floor.

c. Base Bid Item: HVAC for Building 16 Renovations and Building Addition".

d. Base Bid Item: "Sitework": includes all work required outside the lines 5 feet outside the face of the Building except the work included in Option 1.

e. Option 1 Bid Item: Front Elevation Canopy (Exclusive of concrete slab).

1.3.2 Location

The work shall be located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated.

1.4 SAFETY AND PROTECTION

Department of Defense (DoD), Department of Army (DA), Occupational Safety and health Administration (OSHA) and local Tobyhanna Army Depot (TYAD) rules and regulations shall govern contractors, sub-contractors, suppliers and their employees. Tobyhanna Army Depot Safety Regulation 385-1, Safety manual, may be accessed at:

http://www.tobyhanna.army.mil/toby/organize/risk/385-1(official).doc

a. Contractors shall comply with Title 29 Code of Federal Regulations-1910 (OSHA General Industry Standards), Title 29 Code of Federal Regulations-1926 (Construction Industry Standards) and national Fire protection Association Codes as applicable.

b. All contractor and subcontractor employees on site at Tobyhanna Army Depot shall be required to view a 15-minute Safety film upon Depot entry and prior to performance of any on-site work. Contractors shall also comply with any and all Safety requirements as stated in the specific statement of work or technical specifications applicable to the contract/order.

1.4.1 OSHA Voluntary Protection Program Star Site

Tobyhanna Army Depot is an OSHA Voluntary Protection program (VPP) site.

Section 01 11 00 Page 2

Accordingly, Tobyhanna Army Depot expects and requires full contractor compliance with all applicable safety regulations and standards. The Contractor is responsible for maintaining, monitoring and enforcing full compliance with all applicable rules, regulations and codes.

1.4.2 Job Hazard Analysis (JHSA)

Prior to the start of work, the contractor shall prepare a JHA for each phase of work that will be done under the contract. A phase is defined as operations involving a certain type of work. Some examples would be demolition, excavation, masonry work, concrete pouring, roofing, and electrical wiring. Work done by each subcontractor is also a phase. The JHA will list the activity being performed and identify the sequence of work steps, the hazards associated with each step, and the procedures, safeguards, and or training that will be taken to eliminate the hazards or reduce the risk to an acceptable level. Tobyhanna Army Depot form, AMSEL-TY 180-R-e, date a Jan 02, or an equivalent may be used. A sample JHA will be provided upon request. Job Hazard Analysis worksheets will be given to the Contracting Officer's Representative (COR) prior to the start of work. JOB HAZARD ANALYSIS information may be accessed at JOB HAZARD ANALYSIS, OSHA PUBLICATION 3071. NOTE: Review of the JHAs does not constitute approval of the adequacy of the safety measures identified for the job or compliance with OSHA rules and regulations.

1.4.3 Fall Protection

Particular attention is directed to the OSHA Fall protection Requirements.

Personnel performing any work on elevated surfaces, six (6) feet or more above a lower level, shall comply with 29CFR 1926.500 through 1926.503.

There are neither certified anchorage points nor permanent guardrail systems on any Tobyhanna Army Depot roof.

1.4.3.1 Electrical Safety

Particular attention is directed to the current edition of NFPA 70E, "Standard for electrical Safety in the workplace". Contractor shall fully comply with all sections of this standard.

1.4.3.2 Safety Plan

Contractors with ten (10) or more employees will submit a written Contractor Safety Plan to the contracting Officer (KO) within five (5) days after receipt of the notice to proceed. The Safety Plan is the contractor's safety and health policy and program document. It is not intended to address specific technical safety and health requirements. The following areas are typically addressed in a safety plan, but a plan can be job specific and also address any unusual or unique aspects of the project or activity for which it is written:

a. Statement of safety and health policy.

b. Administrative responsibilities for implementing the safety plan;

identification and accountability of personnel responsible for safety and accident prevention.

c. Means for coordinating and controlling work activities of contractors, subcontractors, and suppliers; responsibility of subcontractors to comply with the safety plan.

Section 01 11 00 Page 3

d. Plans for initial safety indoctrination and follow up safety training.

e. Provisions for frequent safety inspections of work sites, material, equipment, and employees to ensure compliance with the Plan; means for recording inspections and deficiencies and the means, timetable, and individual responsible for their correction.

f. Responsibilities for investigating and reporting accidents, reporting occupational health exposure, maintaining accident and exposure data, reports, and logs.

g. Emergency response capability to minimize the consequences of accidents.

h. Contingency plans for severe weather such as windstorms, lightning, tornados, etc.

i. Plans for maintaining job site cleanup and safe access.

j. Public safety requirements that must be addressed.

k. Local requirements that must be addressed.

l. Prevention of alcohol and drug abuse on the job.

m. Details of hazard communication program.

n. Provisions for updating the plan.

An updated copy of the Safety Plan will be available on the job site at all times. The Safety Plan will be made available to the COR for his review should it be requested. Review of the safety Plan does not connote approval of the adequacy of the safety measures outlined for the job or of compliance with OSHA requirements.

In any conflict between this attachment and other standards, rules or regulations, the stricter of the two shall apply.

The Contractor is at all times responsible for job-site safety.

1.5 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as

Section 01 11 00 Page 4 approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Refer to attached "Procedures for Excavation" document. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

Section 01 11 00 Page 5

PART 4 ATTACHMENTS

4.1 Attachments

DIRECTORATE OF PUBLIC WORKS

TOBYHANNA ARMY DEPOT

TOBYHANNA, PA 18466

Standard Operating Procedure 15 December, 2008 No. DPW-04-001

PROCEDURES FOR EXCAVATION IN ACCORDANCE

WITH PENNSYLVANIA ONE CALL (PA One Call) REQUIREMENTS

PARAGRAPH

Purpose and Scope 1 Policy 2 Definition 3 Responsibility In-house 4 Responsibility Contractor 5 Procedures 6 References 7

1. Purpose and Scope: This procedure establishes guidance for excavation in or around utilities on Tobyhanna Army Depot

2. Policy: To provide control, accountability, and uniformity in excavation procedures performed in accordance (IAW) PA One Call.

3. Definitions:

PM: Project Manager COR: Contracting Officer Representative FEP: Facilities Engineering Project

Excavation: "Excavation" means the use of powered equipment or explosives in the movement of earth, rock or other material, and includes but is not limited to anchoring, augering, backfilling, blasting, boring, digging, ditching, drilling, driving-in, grading, plowing-in, pulling-in, ripping, scraping, trenching and tunneling, but does not include soft excavation technology such as vacuum, high pressure air or water, tilling of soil for agricultural purposes to a depth of less than eighteen inches, operations necessary or incidental to the purposes of finding or extracting natural resources, or political subdivisions performing minor routine maintenance up to a depth of less than eighteen inches within the right-of-way of roads.

"Minor routine maintenance" means shaping of or adding dust palliative to unpaved roads, removal and application of patches to the surface or base of flexible base, rigid base or rigid surface roads by either manual or mechanized method to the extent of the existing exposed base material, crack and joint sealing, adding dust palliative to road shoulders, patching of shoulders and shoulder bases by either manual or mechanized methods to the extent of the existing exposed base, and cleaning of inlets and drainage pipes and ditches.

"Designer" means any architect, engineer or other person who or which prepares a drawing for a construction or other project which requires

Section 01 11 00 Page 6 excavation or demolition work.

4. Responsibilities:

a. Director of Public Works - Will ensure compliance with and administration of the policy, responsibilities, and procedures in the

SOP.

b. Engineering Division - Will provide administration and, control, and maintain the Standard Operating Procedure.

5. Procedure for In-House Excavation (see Appendix A for In-House Flowchart)

a. Whenever it is necessary for any advanced planned excavation or work that has the potential to damage any underground utilities by in-house personnel this procedure shall be followed and an excavation permit shall be secured. No excavation work shall commence until the permit is approved. A copy of the approved permit must be kept by the Utilities & Grounds Division (U&G Div) Chief or Leader at all times. See below for emergency excavating situations.

b. U&G Div shall be responsible for filling out the attached application (See Enclosure 1). For planned excavations, it shall be submitted to Chief Engineering Division at least 5 working days prior to the planned start of work. U&G Div shall call the PA One-Call Service if excavation work is in the vicinity of the Natural Gas (GAS), phone, or cable TV lines.

c. Prior to requesting the marking of utilities, U&G Div shall stake out proposed excavations and limits of work with white lines ("White Lining")or other acceptable means.

d. For emergency conditions, no TYAD permit will be necessary. U&G Div shall notify the PA One Call Service if deemed necessary by Division Chief. U&G Div shall notify the Engineering Div Point of contact (POC) either telephonically or via e-mail and shall explain the requirements.

An emergency is defined as a sudden or unforeseen occurrence involving a clear and immediate danger to life or property, including but not limited to, serious breaks or defects in utility lines that must be repaired within 24 hours. U&G Div shall identify proposed excavation location or mark up a plan showing planned excavation areas.

e. Prior to starting work, U&G Div shall visually survey and verify that all utility markings are consistent with existing appurtenances such as manholes, valve boxes, poles, pedestals, pad-mounted devices, gas meters, etc. prior to any excavation. U&G Div will also, verify that any abandoned utilities are not active. Any discrepancies noted should be brought to the attention of Eng Div. All utility markings shall be preserved for the duration of the project to the maximum extent possible.

f. When excavation is performed within 2 feet of any utility line, hand digging shall be used when feasible.

g. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. Additional precautionary measures may be required if differing site conditions are determined to exist.

Section 01 11 00 Page 7

h. Should excavation be required around abandoned steam piping that has asbestos insulation, Environmental Management Division shall be notified at least 14 days in advance.

i. Additional Requirements for work at or near the GAS line.

For any excavation in the vicinity of the GAS line, crossing, or running alongside the GAS line, the requesting organization SHALL NOTIFY the Energy Savings Performance Contract (ESPC) Contracting Officer's Representative (COR) (Contact- PHONE X5-7546,CELL PHONE (570) 269-9778,EMAIL RANDY.S.SIMPSON@ TOBYHANNA.ARMY.MIL or the ESPC contractor (AMERESCO Energy Services Inc.) representative (Phone 894-5624 or e-mail to CHAZELTON@AMERSCO.COM prior to start of work and shall comply with accepted GAS industry standards before backfilling around the gas line.

j. If there is damage to the GAS line, immediately notify the TYAD Fire and Emergency Services Division at 911 from a depot phone or (570) 615-7300 from outside phones. Then notify the ESPC COR (Phone X5-7199, Pager 9-480-1537), a representative (Phone 894-5624), or the GAS Company. If GAS is leaking, no personnel should be in the excavation or within 200 feet from the leak. Abandon equipment in place and do not turn off or reposition the equipment. Do not operate any electrical switches or machinery within 200 feet of the leak. DO NOT TOUCH THE GAS

LINE.

k. Off-Post Digging - TYAD must follow all One-Call requirements for any excavation NOT on federal grounds (OFF-POST).

6. Specification Section for Contractors Excavating Permits (See Appendix B for Contractors Excavation Permit flowchart)

a. TYAD fully complies with the PA One Call System's notification requirements. This is done in order to ensure that all Government and Non-Government utilities are covered by the requirements.

b. When the project is in design phase the designer must call PA one call and assign a serial number to the project.

c. Any contractor, agency, company, or individual must comply with the provisions of the Underground Line/Facilities Damage Prevention Act of 1996, 73 Pa.C.S.A. §176 et. seq. The contractor shall also obtain an excavation permit from TYAD prior to commencement of any excavation work on the installation or any work that has the potential to damage any underground utilities, to include, but not limited to, installation of signs, fence posts, utility poles, planting trees or shrubs, etc. When the permit is approved, it must be kept on site at all times.

d. The Contractor shall complete and sign an EXCAVATION PERMIT AND RISK ASSESSMENT application (see enclosure 2), and submit it to the COR at least 3 working days prior to the planned start of any excavation or other work in the vicinity of a utility. No excavation work shall commence until the permit is approved by the DPW.

e. Prior to requesting the marking of utilities, the Contractor shall stake out proposed excavations and limits of work with white lines ("White Lining"). The Contractor shall contact the PA One-Call Service (1-800-242-1776) and the COR in order to get the existing utility lines marked and shall ensure the utility locations are physically marked on the ground by the utilities' owners prior to submittal of the permit

Section 01 11 00 Page 8 request. The COR needs at least 10 working days advance notice to mark utilities. In addition, the Contractor shall visually survey and verify to the COR that all utility markings are consistent with existing appurtenances such as manholes, valve boxes, poles, pedestals, pad-mounted devices, natural gas (GAS) meters, etc. prior to any excavation. Also, verify that any abandoned utilities are not active.

Any deviations from approved marking must be consulted with COR prior to proceeding. All utility markings shall be preserved for the duration of the project to the maximum extent possible. The Contractor shall not proceed with any excavation until all utilities, including abandoned utilities, have been marked and the permit is issued. For any excavations required beyond the originally designated limits of construction defined by the white lines, the Contractor shall co-ordinate with the COR and another permit may be necessary.

f. When excavation is performed within 2 feet of any utility line, hand digging shall be used. The contractor shall exercise caution to verify the exact depth and location of all utilities prior to any mechanical excavation. COR may grant exception to this requirement in some extreme conditions. Other non-damaging methods of excavation, such as; soft digging, vacuum excavation, pneumatic hand tools, may be considered subject to approval by the COR.

g. Granting of an excavation permit by the government does not relieve the contractor from any responsibility for damage to utilities. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. The contractor will be liable for all actual or consequential damages that occur as a result of the contractor's fault or negligence.

h. The Government reserves the right to specify additional precautionary measures to be employed if differing site conditions are determined to exist.

i. Failure to obtain necessary permits prior to excavation may result in the issuance of a "Stop Work" order by the Contracting Officer, which shall not be justification for contract delay or time extension.

j. The Contractor shall ensure that all excavation requirements herein are met and shall also establish and document contingency plans. These actions should be listed on the permit application in the event that existing utilities are damaged or interrupted. Locations of shut-off or isolation devices along with other safety features shall be established and their operation reviewed with all contractor site personnel and sub-contractors and the COR.

k. Any other work that could damage or interrupt a utility, such as, exterior or interior work near transformers, power lines, poles, above ground GAS lines, GAS meters, etc., shall be done with extreme care and coordinated with the COR prior to scheduling of the work. The Contractor shall utilize accepted construction techniques to preclude damaging or interrupting any utility.

l. Should asbestos containing materials (ACM) be involved with any excavations such as around abandoned steam piping or transite piping, additional requirements will be specified in the permit. Should any potential ACM be encountered during excavations, the Contractor shall stop work immediately and notify the COR.

Section 01 11 00 Page 9

m. Additional Requirements for work at or near the GAS line.

n. For any excavation in the vicinity of the GAS line, crossing, or running alongside the GAS line, the Contractor shall also notify the COR one day prior to start of work and shall comply with accepted GAS industry standards before backfilling around the GAS line. All backfilling within 2 feet of the GAS line shall be witnessed by the COR.

o. If there is damage to the GAS line the contractor shall immediately notify the TYAD Fire and Emergency Services Division at (570) 615-7300 or (911 from a depot phone). The contractor shall then notify the COR or GAS Company. If GAS is leaking, no personnel should be in the excavation or within 200 feet from the leak. Abandon equipment in place and do not turn off or reposition the equipment. Do not operate any electrical switches or machinery within 200 feet of the leak. DO NOT TOUCH THE GAS

LINE.

7. References: None

HERBERT C.SHIREY Director Public Works

Concurrence by:

John Lyman Chief, Engineering Division

Robert Matthews Chief, Utilities and Grounds Division

Section 01 11 00 Page 10

TOBYHANNA ARMY DEPOT

IN-HOUSE EXCAVATION PERMIT

For Excavation And Other Work in the Vicinity of Utilities

CALL 911 FOR EMERGENCIES

CHECK APPROPRIATE BOXES, FILL IN ALL SPACES AND SUBMIT TO THE ENGINEERING

DIVISION POC AT LEAST WORKING 3 DAYS PRIOR TO START OF EXCAVATION. EXPLAIN

ANY "NO" RESPONSE TO ANY ITEM BELOW IN SECTION 6.

PROJECT: _________________________________________

JOB ORDER NUMBER: _____________________________

PROPOSED EXCAVATION START DATE/COMPLETION DATES:

1. EXCAVATION REQUIREMENTS DEFINED. - YES NO

2. PROPOSED EXCAVATION AREA MARKED WITH WHITE LINES.

YES NO

3. CONTACT PA ONE-CALL SERVICE: 1-800-242-1776. - YES NO:

Date & Time___________________________ Serial No. __________________________ (PA ONE-CALL covers all Natural Gas lines)

4. CONTROL CONSIDERATIONS

a. SAFETY MEASURES ARE IN PLACE TO ASSURE EXCAVATION AND PROCEDURES MEET

OR EXCEED ALL OSHA AND OTHER REQUIREMENTS. - YES NO

b. LOCATION OF SHUT-OFF OR ISOLATION VALVES HAVE BEEN ESTABLISHED.

- YES NO

c. SOIL EROSION AND SEDIMENTATION CONTROLS WILL BE IMPLEMENTED

- YES NO

5. NOTES:

a. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems.

b. When utilities have been located in the area to be excavated, hand digging will be used within 2 feet until the exact locations of all lines have been determined.

c. If differing site conditions are determined to exist, contact the Eng Div POC for possible additional precautionary measures to be employed.

6. REMARKS:

Section 01 11 00 Page 11

7. POC FROM B&G DIV (equipment operator of person knowledgeable about the excavation):

8. ____________________________________________ _______ _____

AUTHORIZED SIGNATURE (DIVISION CHIEF/LEADER) DATE

THE FOLLOWING SECTIONS TO BE COMPLETED BY ENG DIV POC AFTER RECEIPT OF

PERMIT REQUEST:

9. DATE RECEIVED ____________________

10. DATE UTILITIES MARKED ____________________

11. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

NATURAL GAS SEWER

WATER STEAM (active) TELECOMM. STEAM (abandoned)

POTENTIAL ASBESTOS

OTHER ________________

12. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE

IMPLEMENTED:

PERMIT APPROVED - YES NO

AUTHORIZED SIGNATURE (Chief Eng Div or Designated Alternate)

_____________________________________ DATE ____________

EXPIRATION DATE:

ENCLOSURE 1

Section 01 11 00 Page 12

TOBYHANNA ARMY DEPOT

EXCAVATION PERMIT & RISK ASSESSMENT

For Excavation And Other Work in the Vicinity of Utilities

EMERGENCY PHONE NUMBER - (570) 615-7300

CHECK APPROPRIATE BOXES, FILL IN ALL SPACES AND SUBMIT TO THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) AT LEAST 3 WORKING DAYS PRIOR TO START OF

EXCAVATION. WORK SHALL NOT PROCEED UNTIL PERMIT IS ISSUED BY DPW. COPY OF

PERMIT SHALL BE KEPT ON SITE AT ALL TIMES. EXPLAIN ANY "NO" RESPONSE TO

ANY ITEM BELOW IN SECTION 12.

PROJECT: _____________________________________

CONTRACT NUMBER: __________________________

PROPOSED EXCAVATION START DATE/COMPLETION DATES:

1. EXCAVATION DETAILS AND DRAWINGS ESTABLISHED. - YES NO

2. PROPOSED EXCAVATION AREA MARKED WITH WHITE LINES. - YES NO

3. CONTACT PA ONE-CALL SERVICE: 1-800-242-1776. - YES NO:

Date & Time___________________________ Serial No. __________________________ (PA ONE-CALL also covers all GAS lines on the installation)

4. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

GAS SEWER

WATER STEAM (active) TELECOMM. STEAM (abandoned)

OTHER ________________

5. DATE UTILITIES MARKED AND METHOD OF MARKING

PA ONE CALL - _____________________________________________

OTHER - ___________________________________________________

6. LEVEL OF RISK: (Based upon personnel safety and consequences of utility outages.)

SEVERE: Excavation required within 2 feet of GAS line.

MODERATE: Excavation required within 2 feet of another utility.

MINIMAL: No excavation required within 2 feet of any utility.

7. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER___________________________________________________

8. CONTRACTOR'S EMERGENCY NOTIFICATION PHONE NUMBER OR PAGER:

9. CONTRACTOR'S CONTROL CONSIDERATIONS

a. SAFETY MEASURES ARE IN PLACE TO ASSURE EXCAVATION AND PROCEDURES

Section 01 11 00 Page 13

MEET OR EXCEED ALL OSHA AND OTHER REQUIREMENTS. - YES NO

b. LOCATION OF SHUT-OFF OR ISOLATION VALVES HAVE BEEN ESTABLISHED.

- YES NO

c. SOIL EROSION AND SEDIMENTATION CONTROLS WILL BE IMPLEMENTED

- YES NO

d. CONTINGENCY PLANS AND ACTIONS TO BE TAKEN IN THE EVENT OF UTILITY

DAMAGE OR INTERRUPTION.

(Attach additional sheets as necessary).

10. NOTES:

a. Receipt of a permit from the government does not relieve the contractor from responsibility for damage to utilities. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. The contractor will be liable for all damages to persons or property that occur as a result of the contractor's fault or negligence.

b. When utilities have been located in the area to be excavated, hand digging will be used within 2 feet until the exact locations of all lines have been determined.

c. The Government reserves the right to specify additional precautionary measures to be employed if differing site conditions are determined to exist.

CONCUR WITH NOTES: YES NO:

11. Remarks:

THE INFORMATION NOTED ABOVE IS ACCURATE AND TRUE AND THE WORK IS READY TO

PROCEED:

AUTHORIZED CONTRACTOR SIGNATURE DATE

Section 01 11 00 Page 14

**************TO BE COMPLETED BY TYAD REPRESENTATIVE

PERMIT APPROVED - YES NO (see cover letter for reasons and corrective actions required with time frames)

AUTHORIZED DPW SIGNATURE AND DATE: _____________________________

EXPIRATION DATE: _________________________

SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE IMPLEMENTED:

THE FOLLOWING SECTIONS TO BE COMPLETED BY ENG DIV POC AFTER RECEIPT OF

PERMIT REQUEST:

12. DATE RECEIVED ____________________

13. DATE UTILITIES MARKED ____________________

14. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

NATURAL GAS SEWER

WATER TEAM (active) TELECOMM. STEAM (abandoned)

POTENTIAL ASBESTOS

OTHER ________________

15. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE IMPLEMENTED:

PERMIT APPROVED - YES NO

AUTHORIZED SIGNATURE (Chief Eng Div or Designated Alternate)

_____________________________________ DATE ____________

EXPIRATION DATE: _________________________

ENCLOSURE 2

-- End of Section -- -- End of Section --

Section 01 11 00 Page 15

S U

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R en ov at io ns

S D

-0

P re co ns tru ct io n

S ub m itt al s

G Li st o f C on ta ct

P er so nn el

S

D -0

P re co ns tru ct io n S ub m itt al s G

Li st o f c on ta ct p er so nn el

G P ro gr es s an d co m pl et io n pi ct ur es

S D

-0

P re co ns tru ct io n

S ub m itt al s

3.

G P ro je ct S ch ed ul e

S D

-0

C er tif ic at es

G C

O R

P ho to gr ap hy

P la n G

C O

R P re -C on st ru ct io n

P ho to gr ap hs

G C

O R

C on st ru ct io n P ho to gr ap hs G

C O

R P os t-C on st ru ct io n

P ho to gr ap hs

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

G S ub m itt al

R eg is te r

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

LE

E

D Im pl em en ta tio n

P la n S

D -1

C lo se ou t S ub m itt al s 1.

G

LE

E

D D oc um en ta tio n

N ot eb oo k

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

A A cc id en t P re ve nt io n P la n

(A P

P

1.

G A

C on tra ct or A cc id en t P re ve nt io n P la n

(A P

P ) C he ck lis t

1.

G A

A ct iv ity

H az ar d

A na ly si s (A

H A

1.

7.

G A

C ra ne C rit ic al L ift P la n

1.

6.

1.

G A

C ra ne O pe ra to rs

S D

-0

Te st

R ep or ts

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

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

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0003

Section 01 33 00 Page 14

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R en ov at io ns

1.

R ep or ts

1.

.1 A cc id en t R ep or ts 1.

.4

C ra ne R ep or ts S

D -0

C er tif ic at es 1.

C on fin ed S pa ce

E nt ry P er m it 1.

H ot w or k pe rm it Li ce ns e C er tif ic at es 1.

.5

C er tif ic at e of C om pl ia nc e

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

C on st ru ct io n si te p la n

3.

3.

G

Tr af fic c on tro l p la n

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

E nv iro nm en ta l P ro te ct io n

P la n

S

D -0

S ho p

D ra w in gs 1.

3.

1.

G

P re lim in ar y on e lin e

G pr el im in ar y dr aw in g in di ca tin g la yo ut a nd te xt c on te nt 1.

4.

G S ig n

Le ge nd O rd er s S

D -0

S am pl es 1.

3.

1.

G

Fi na l r en de rin g 1.

3.

1.

G

Fi na l f ra m ed re nd er in g

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

W as te M an ag em en t P la n S

D -1

C lo se ou t S ub m itt al s 1.

R ec or ds

S

D -0

P ro du ct D at a

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

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

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0003

Section 01 33 00 Page 15

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R en ov at io ns

1.

3.

A s- B ui lt

R ec or d of E qu ip m en t an d M at er ia ls

1.

6.

W ar ra nt y

M an ag em en t P la n

1.

6.

W ar ra nt y

Ta gs

1.

S pa re P ar ts

D at a S

D -0

M an uf ac tu re r’s

In st ru ct io ns

1.

P re ve nt at iv e M ai nt en an ce 1.

C on di tio n

M on ito rin g (P re di ct iv e Te st in

g) 1.

In sp ec tio n

1.

6.

In st ru ct io ns S

D -1

O pe ra tio n an d

M ai nt en an ce

D at a 1.

O pe ra tio n an d

M ai nt en an ce

M an ua ls

S D

-1

C lo se ou t S ub m itt al s

1.

3.

R ec or d D ra w in gs

1.

G In te rim

F or m D

D

1.

G

C he ck lis t f or

F or m D

D

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

R O

E xi st in g C on di tio ns

S D

-0

C er tif ic at es

1.

2.

G

R O

D em ol iti on P la n

1.

G R

O N ot ifi ca tio n S

D -1

C lo se ou t S ub m itt al s 3.

2.

R ec ei pt s

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

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

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0003

Section 01 33 00 Page 16

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R en ov at io ns

S D

-0

P ro du ct

D at a 3.

G

D O

O ns ite H az ar do us

W as te M an ag em en t 3.

N ot ic es o f N on

-C om pl ia nc e an d

N ot ic es o f V io la tio n

2.

1.

P ac ka gi ng

N ot ifi ca tio ns

S D

-0

Te st

R ep or ts

3.

G R

O R ec or dk ee pi ng

3.

S pi ll R es po ns e

3.

G R

O E xc ep tio n

R ep or t

S D

-0

C er tif ic at es

1.

4.

C er tif ic at io n

3.

2.

S ec ur ity P la n

1.

4.

G

Tr an sp or ta tio n an d D is po sa l

C oo rd in at or

1.

4.

G

R O

Tr ai ni ng

3.

2.

E

P A

O ffs ite P ol ic y 3.

2.

C er tif ic at es o f D is po sa l

3.

2.

G

S hi pp in g D oc um en ts a nd

P ac ka gi ng s

C er tif ic at io n 3.

G

R O

W as te M in im iz at io n

S D

-0

S ho p D ra w in gs

1.

G D

O D et ai le d

D ra w in gs S

D -0

P ro du ct D at a

3.

.3 .1

G D

O A sb es to s

W as te S hi pm en t

R ec or ds

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

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

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0003

Section 01 33 00 Page 17

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R en ov at io ns

G D

O W ei gh t B ill s an d D el iv er y

Ti ck et s

2.

G E nc ap su la nt s

1.

8.

G

D O

R es pi ra to ry

P ro te ct io n

P ro gr am

3.

G D

O C le an up a nd D is po sa l

1.

5.

G

D O

Q ua lif ic at io ns 1.

Tr ai ni ng P ro gr am 1.

7.

G D

O Li ce ns es , P er m its a nd N ot ifi ca tio ns 3.

.3

.2 G

D O

A sb es to s M an ag em en t P la n S

D -0

Te st R ep or ts 3.

G

R O

E xp os ur e A ss es sm en t a nd

A ir

M on ito rin g 1.

6.

Lo ca l E xh au st

S ys te m

S D

-0

C er tif ic at es

1.

6.

Lo ca l E xh au st S ys te m 2.

G

R O

E nc ap su la nt s 1.

M ed ic al S ur ve ill an ce R eq ui re m en ts

S D

-0

P ro du ct

D at a 1.

6.

G D

O V ac uu m F ilt er s 1.

6.

G D

O R es pi ra to rs S

D -0

Te st R ep or ts 1.

5.

2.

G

R O

S am pl in g re su lts

1.

5.

2.

G R

O O cc up at io na l a nd E nv iro nm en ta l

A ss es sm en t D at a

R ep or t

S D

-0

C er tif ic at es

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

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

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0003

Section 01 33 00 Page 18

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

To by ha nn a, B ui ld in g

R…