Exhibit4_Specifications.pdf

Apache-Sitgreaves

Specifications Package Project: Pintail Lakes Trail and Parking

Reconstruction District: Lakeside Region: Southwest Region 03

Contracting Office: Supervisor’s Office, AQM Contracting Officer: Warren Abbott

Contracting Address: P.O. Box 640 30 S. Chiricahua Springerville, AZ 85938

Phone:

Fax:

Civil Engineer:

Date:

(928) 333-4301

(928) 333-5966

Richard Polanco 4/13/2017

Pintail Lakes Trail and Parking Reconstruction

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Table of Contents

SUBMITTAL REGISTER

SECTION 00 01 15 – LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 00 50 00 – CONTRACTING FORMS AND SUPPLEMENTS

SECTION 01 11 00 – SUMMARY OF WORK

SECTION 01 14 00 – WORK RESTRICTIONS

SECTION 01 22 13 – UNIT PRICES MEASUREMENT AND PAYMENT

SECTION 01 33 00 – SUBMITTAL PROCEDURES

SECTION 01 42 13 – ABBREVIATIONS AND ACRONYMS

SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL ... 24

SECTION 01 77 00 – CLOSEOUT PROCEDURES

SECTION 03 11 00 – CONCRETE FORMING AND ACCESSORIES

SECTION 03 15 16 – CONCRETE JOINTS

SECTION 03 20 00 – CONCRETE REINFORCING

SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

SECTION 31 23 23.23 – COMPACTION

SECTION 32 01 16.71 – COLD MILLING ASPHALT PAVEMENT

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SUBMITTAL REGISTER

Contract Document

Reference

Description Item Submitted Pa ra gr ap h

Submittal Type (1)

For (2) N o.

o f C op ie s

Contractor Government Action Sp ec if ic at io n

Se ct io n

N um be r

D ra w in g Sh ee t

N um be r

V ar ia nc e (Y

/N

D at e Su bm itt ed

D at e Re tu rn ed

A ct io n

C od e (3

Re vi ew ed

B y

03 20 00 Steel Product Data 2.1.A SD-03 FIO 2 03 30 00 Concrete Mix Design 2.2.B SD-05 GA 2 03 30 00 Concrete Test Results 3.5 SD-06 FIO 2 03 30 00 Testing Agency Qualifications 3.5.A SD-07 FIO 2

(1) Submittal Type:

SD-01 – Preconstruction SD-02 – Shop Drawings SD-07 – Certificates SD-03 – Product Data SD-08 – Manufacturer’s Instructions SD-04 – Samples SD-09 – Manufacturer’s Field Reports SD-05 – Design Data SD-10 – O&M Data SD-06 – Test Reports SD-11 – Closeout

(2) For:

FIO – For Information Only GA – Government Approval

(3) Action Codes:

A – Approved B – Approved, except at noted (no resubmission) C – Approved, except as noted (resubmission req’d) D – Will be returned by separate correspondence E – Disapproved (resubmission req’d) F – Receipt Acknowledged (no resubmission) X – Receipt Acknowledged, does not comply with contract requirements, as noted (resubmission req’d)

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SECTION 00 01 15 – LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 - GENERAL

1.1 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set titled Pintail Lakes Trail and Parking Reconstruction dated 2/10/2017, as modified by subsequent Addenda and Contract modifications.

B. List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

1. SHEET 1 – TITLE SHEET

2. SHEET 2 – SITE PLAN

3. SHEET 3 – ACCESSIBLE PARKING STALL

4. SHEET 4 – CONCRETE DETAILS

5. SHEET 5 – SIGNAGE AND MARKING DETAILS

1.2 LIST OF SPECIFICATIONS

A. DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Section 00 01 15 LIST OF DRAWINGS AND SPECIFICATIONS

2. Section 00 50 00 CONTRACTING FORMS AND SUPPLEMENTS

B. DIVISION 01 – GENERAL REQUIREMENTS

1. Section 01 11 00 SUMMARY OF WORK

2. Section 01 14 00 WORK RESTRICTIONS

3. Section 01 22 13 UNIT PRICES MEASUREMENT AND PAYMENT

4. Section 01 33 00 SUBMITTAL PROCEDURES

5. Section 01 42 13 ABBREVIATIONS AND ACRONYMS

6. Section 01 74 19 CONSTRUCTION WASTE AND MANAGEMENT

DISPOSAL

7. Section 01 77 00 CLOSEOUT PROCEDURES

C. DIVISION 03 – CONCRETE

1. Section 03 11 00 CONCRETE FORMING AND ACCESSORIES

2. Section 03 15 16 CONCRETE JOINTS

3. Section 03 20 00 CONCRETE REINFORCING

4. Section 03 30 00 CAST-IN-PLACE CONCRETE

D. DIVISION 31 – EARTHWORK

1. Section 31 23 23.23 COMPACTION

E. DIVISION 32 – EXTERIOR IMPROVEMENTS

1. Section 32 01 16.71 COLD MILLING ASPHALT PAVEMENT

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PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 00 01 15

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SECTION 00 50 00 – CONTRACTING FORMS AND SUPPLEMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section consists of standard forms required during the course of the project.

B. All forms are attached to this specification section. Electronic copies available upon request.

1.2 PRE-CONSTRUCTION FORMS

A. Standard Form (SF) 1413 – STATEMENT AND ACKNOWLEDGMENT

1. Required for each individual subcontractor for the project.

2. Must be submitted prior to the subcontractor(s) starting a feature of work, and approved in writing by the Contracting Officer.

1.3 PROGRESS AND FINAL PAYMENT FORMS

A. FAR 52-232-5 – PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTACTS

1. Required with submission of all progress and final payments.

B. WH-347 – CERTIFIED PAYROLL

1. Required weekly and submitted with all payment requests.

2. Contractor-developed forms may be used in lieu of, but must contain, at minimum, all information as required on WH-347.

1.4 CLOSEOUT FORMS

A. All those required under Section 1.3.

B. FSH 6309.11 – CONTRACT RELEASE FORM

1. Required at the time of final payment submission for all contracts.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 00 50 00

STATEMENT AND ACKNOWLEDGMENT OMB No.: 9000-0014 Expires: 6/30/2014

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat, (VIR), Regulatory and Federal Assistance Division, GSA, Washington, DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0014), Washington, DC 20503.

PART I - STATEMENT OF PRIME CONTRACTOR

1. PRIME CONTRACT NO. 2. DATE SUBCONTRACT

AWARDED

3. SUBCONTRACT NUMBER

15b. TITLE OF PERSON SIGNING

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1413 (REV. 7/2005)

Prescribed by GSA/FAR (48 CFR) 53.222(e)

4. PRIME CONTRACTOR 5. SUBCONTRACTOR

a. NAME a. NAME

b. STREET ADDRESS b. STREET ADDRESS

c. CITY d. STATE e. ZIP CODE c. CITY d. STATE e. ZIP CODE

6. The prime contract does, does not contain the clause entitled "Contract Work Hours and Safety Standards Act -- Overtime Compensation."

7. The prime contractor states that under the contract shown in Item 1, a subcontract was awarded on the date shown in Item 2 to the subcontractor identified in item 5 by the following firm:

a. NAME OF AWARDING FIRM

b. DESCRIPTION OF WORK BY SUBCONTRACTOR

8. PROJECT 9. LOCATION

10a. NAME OF PERSON SIGNING 11. BY (Signature) 12. DATE SIGNED

10b. TITLE OF PERSON SIGNING

PART II - ACKNOWLEDGMENT OF SUBCONTRACTOR

13. The subcontractor acknowledges that the following clauses of the contract shown in Item 1 are included in this subcontract:

Contract Work Hours and Safety Standards Act - Overtime Compensation - (If included in prime contract see Block 6) Payrolls and Basic Records Withholding of Funds Disputes Concerning Labor Standards Compliance with Davis-Bacon and Related Act Regulations

Davis-Bacon Act Apprentices and Trainees Compliance with Copeland Act Requirements Subcontracts (Labor Standards) Contract Termination - Debarment Certification of Eligibility

14. NAME(S) OF ANY INTERMEDIATE SUBCONTRACTORS, IF ANY

A C

B D

15a. NAME OF PERSON SIGNING 16. BY (Signature) 17. DATE SIGNED

FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (SEP 2002)

(b) Progress payments. The Government shall make progress payments monthly as the work proceeds, or at more frequent intervals as determined by the Contracting Officer, on estimates of work accomplished which meets the standards of quality established under the contract, as approved by the Contracting Officer.

(1) The Contractor’s request for progress payments shall include the following substantiation:

(i) An itemization of the amounts requested, related to the various elements of work required by the contract covered by the payment requested.

(ii) A listing of the amount included for work performed by each subcontractor under the contract.

(iii) A listing of the total amount of each subcontract under the contract.

(iv) A listing of the amounts previously paid to each such subcontractor under the contract.

(v) Additional supporting data in a form and detail required by the Contracting Officer.

(2) In the preparation of estimates, the Contracting Officer may authorize material delivered on the site and preparatory work done to be taken into consideration. Material delivered to the Contractor at locations other than the site also may be taken into consideration if—

(i) Consideration is specifically authorized by this contract; and

(ii) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract.

(c) Contractor certification. Along with each request for progress payments, the Contractor shall furnish the following certification, or payment shall not be made: (However, if the Contractor elects to delete paragraph (c)(4) from the certification, the certification is still acceptable.)

I hereby certify, to the best of my knowledge and belief, that—

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;

(3) This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor’s performance.

(Name)

(Title)

(Date)

U.S. Department of Labor PAYROLL (For Contractor's Optional Use; See Instructions at www.dol.gov/whd/forms/wh347instr.htm) Wage and Hour Division

Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.

NAME OF CONTRACTOR OR SUBCONTRACTOR ADDRESS OMB No.: 1235-0008 Expires: 02/28/2018

PAYROLL NO. FOR WEEK ENDING PROJECT AND LOCATION PROJECT OR CONTRACT NO.

(1) (2) (3) (4) DAY AND DATE (5) (6) (7) (9)

(8)

DEDUCTIONS

O

O

O

O

O

O

O

O

NAME AND INDIVIDUAL IDENTIFYING NUMBER

(e.g., LAST FOUR DIGITS OF SOCIAL SECURITY

NUMBER) OF WORKER N

O

. O F

W

IT

H H

O

LD

iN G

E

XE

M

P

TI

O N

S

WORK

CLASSIFICATION

O T.

O R

S T.

HOURS WORKED EACH DAY

TOTAL

HOURS

RATE

OF PAY

GROSS

AMOUNT

EARNED FICA

WITH-

HOLDING

TAX OTHER

TOTAL

DEDUCTIONS

NET

WAGES

PAID

FOR WEEK

S

S

S

S

S

S

S

S

Rev. Dec. 2008

Rev. Dec. 2008

While completion of Form WH-347 is optional, it is mandatory for covered contractors and subcontractors performing work on Federally financed or assisted construction contracts to respond to the information collection contained in 29 C.F.R. §§ 3.3, 5.5(a). The Copeland Act (40 U.S.C. § 3145) contractors and subcontractors performing work on Federally financed or assisted construction contracts to "furnish weekly a statement with respect to the wages paid each employee during the preceding week." U.S. Department of Labor (DOL) regulations at 29 C.F.R. § 5.5(a)(3)(ii) require contractors to submit weekly a copy of all payrolls to the Federal agency contracting for or financing the construction project, accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper Davis-Bacon prevailing wage rate for the work performed. DOL and federal contracting agencies receiving this information review the information to determine that employees have received legally required wages and fringe benefits.

Public Burden Statement

We estimate that is will take an average of 55 minutes to complete this collection, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection, including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, U.S. Department of Labor, Room S3502, 200 Constitution Avenue, N.W.

Washington, D.C. 20210

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Date

I, (Name of Signatory Party) (Title) do hereby state:

(1) That I pay or supervise the payment of the persons employed by on the (Contractor or Subcontractor)

; that during the payroll period commencing on the (Building or Work) day of , , and ending the day of , , all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said from the full (Contractor or Subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 C.F.R. Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. § 3145), and described below:

(2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed.

(3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor.

(4) That:

(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS

− in addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in section 4(c) below.

(b) WHERE FRINGE BENEFITS ARE PAID IN CASH

− Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below.

(c) EXCEPTIONS

REMARKS:

EXCEPTION (CRAFT)

EXPLANATION

NAME AND TITLE SIGNATURE

THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE

31 OF THE UNITED STATES CODE.

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FSH 6309.11 - CONTRACT ADMINISTRATION HANDBOOK

RELEASE FORM

Based on FS-6300-16

USDA - Forest Service CONTRACT NUMBER

UNIT

CONTRACT RELEASE

(Reference FSH 6309.11)

TO:

In consideration of ___________ the undersigned hereby releases the United States of America from any and all obligations arising under this contract and any modifications thereof except as reserved below:

Reservations:

Date:_____________________ ____ Contractor

By ___

Title _

NAME AND ADDRESS OF CONTRACTOR

PROJECT

richardrpolanco Sticky Note Marked set by richardrpolanco richardrpolanco Sticky Note Marked set by richardrpolanco richardrpolanco Sticky Note Marked set by richardrpolanco

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SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Work for this project consists of milling the remaining asphalt path and parking stall, compact in place, and install new colored concrete.

1.2 LOCATION

A. The project work is located just north of Show Low, AZ. From the intersection of AZ-77 and AZ-260, head north along AZ-77 approximately 3.5 miles. Turn right on NFSR 9701 (Pintail Lakes Rd), and continue to the trailhead parking area.

1.3 GENERAL SITE CONDITIONS

A. The elevation of the project site is approximately 6,380 feet above sea level, and consists of relatively flat areas with pinyon-juniper vegetation and grassy ranges.

1.4 WEATHER

A. During the springer and summer seasons, the temperatures range from 50 to 90 degrees, with heavy monsoonal precipitation beginning in July. The fall and winter months experience temperatures below freezing with chance of snowfalls in the area.

1.5 FIELD VERIFICATION

A. Field verify all new and existing dimensions and project conditions affecting the work of the project prior to starting the work. If there are any discrepancies from the contract drawings and specifications, notify the Contracting Officer before proceeding with the work.

1.6 EXISTING UTILITIES

A. No known utilities are in the immediate project footprint.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 11 00

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SECTION 01 14 00 – WORK RESTRICTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers general and specific work restrictions at the project site.

1.2 USE OF PREMISES

A. Contractor’s use of premises is limited by the Government’s right to perform work or to retain other contractors for other projects. Coordinate work activities with other contractors, if applicable, on site to avoid conflict causing construction delays.

B. Conduct operations to ensure the least inconvenience to the public, government employees, and other contractors onsite.

C. Limit use of premises to work in within the construction limits. Do not disturb portions of the project site beyond where the construction limits are indicated.

D. Keep roadways and entrances clear and available to Government employees and vehicles, emergency vehicles, and the public at all times. Do not use these areas for parking or storage of materials.

E. No sanitary facilities are available at the site. Provide own sanitary facilities for employees and workers.

F. Provide adequate signing and barricades, and take necessary safety measures to protect the public during all construction operations, per MUTCD and OSHA. Minimize disturbance of all undisturbed areas.

1.3 WORK SCHEDULING

A. Normal working hours for construction activities are from 6:00 AM to 7:00 PM, Monday through Friday.

B. Request for additional work hours requires written approval from the Contracting Officer 7 days in advance of the proposed work period.

C. Coordinate major construction activities and the sequence of work with the Contracting Officer at the pre-construction conference.

D. Depending on conditions, normal fire restrictions may apply to activities associated with this project. Refer to the fire plan for mandatory requirements for different fire restrictions.

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1.4 UTILITIES

A. WATER

1. There is no water available at the project site.

B. ELECTRIC

1. There is no electric available at the project site.

1.5 PRESERVATION OF NATURAL FEATURES

A. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damages trees and plants, at no additional cost to the Government.

B. Do not remove, injure, or destroy trees or other plants without prior approval, or as indicated in the contract.

C. Carefully supervise excavating, grading, backfilling, and other construction operations near trees to prevent damage.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 14 00

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SECTION 01 22 13 – UNIT PRICES MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This section explains, in general, what is and what is not included in a bid item; the limits or cut-off points where one bid item ends and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnish all labor, materials, equipment, and other incidentals necessary to successfully complete the project, or any portion of it, and carrying out all duties and obligations imposed by the contract by the Contractor.

C. Payment:

1. For each individual item in the Schedule of Items, full compensation for all work related to the particular item will be made in accordance with these specifications, as shown on the drawings, and as staked in the field.

2. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials is considered incidental or as included in the payment for items shown.

1.2 DETERMINATION OF QUANTITIES

A. Perform, or cause to be performed, all measurements of quantities of materials incorporated into the work processes that are to be measured under the provisions of the contract.

B. Quantity Measurements:

1. Make all measurements for computation of quantities for all work items.

2. Compute the quantities for periodic progress payments; the Contracting Officer will compute the quantities for final payment based on measurements taken by the Contractor and recommended by the COR.

3. All Contractor measurements are subject to verification by the Government.

4. Submit all field notes, calculation sheets, and other data used to determine quantities.

5. Verify, in writing, as to the accuracy of the measurements and computations submitted.

1.3 UNITS OF MEASUREMENT

A. Linear Foot (LF): As applicable, measure the work along its length from end-to-end; parallel to the base or foundation; along the top; along the front face; or along the invert. Do not measure overlaps.

B. Lump Sum (LS): Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is designated as “All.” Estimated quantities of lump sum work shown in the contract are approximate.

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C. Square Foot (SF): Measure on a plane parallel to the surface being measured.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 22 13

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SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes administrative and procedural requirements for submitting shop drawings, product data, samples, and other miscellaneous submittals.

1.2 SECTION REQUIREMENTS

A. SPECIFIED PRODUCTS

1. When a product, model number, part number, etc. is specified herein, it is implied a substitute product with the same performance specifications may be submitted as an Approved Equal, subject to final approval by the Contracting Officer.

B. DEFINITIONS

1. Submittal Descriptions (SD): Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

a. SD-03 Product Data: Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance, and other characteristics of materials, systems or equipment for some portion of the work.

b. SD-05 Design Data:

1) Design calculations, mix designs, analyses or other data pertaining to a part of the work.

2) Design submittals, design substantiation submittals and extensions of design submittals.

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

c. SD-06 Test Reports:

1) Reports signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements.

2) Reports of tests required to be performed by the Contractor on an actual portion of the work prepared for the project before shipment to job site.

3) Report which includes finding of a test made at the job site or on a sample taken from the job site, on portion of work during or after installation.

d. SD-07 Certificates: Statements printed on the manufacturer’s letterhead and signed by responsible officials of manufacture of product, system, or material attesting that the product, system, or material meets specification requirements.

Must be dated after award of the project contract and clearly name the project.

C. VARIATIONS

1. Variations from contract requirements require Governmental approval pursuant to contract clause FAR 52-236-21 and will be considered where advantageous to the Government.

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2. Highlight, encircle, or otherwise identify deviations from the contract documents on submittals.

PART 2 - PRODUCTS

2.1 Government Approval (GA) Submittals

A. Written and graphic information that requires Contracting Officer’s responsible action.

2.2 For Information Only (FIO) Submittals

A. Written information that does not required Contracting Officer’s approval.

B. Submittals may be rejected for not complying with requirements.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the contract documents. Note corrections and field dimensions.

B. Review Notifications:

1. The Contracting Officer review will be completed and returned within 14 calendar days after date of submissions.

2. If a submittal is marked as “Disapproved” or “Does not comply”, resubmit with appropriate corrections. No work shall proceed for this item until resubmittal is approved.

C. Contracting Officer will not review submittals that do not bear the Contractor’s signature and will return them without actions.

D. Use the attached cover form 4025-R for submittals.

END OF SECTION 01 33 00

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SECTION 01 42 13 – ABBREVIATIONS AND ACRONYMS

PART 1 - GENERAL

1.1 CONTRACTING

A. CO – Contracting Officer

B. COR – Contracting Officer’s Representative

C. FAR – Federal Acquisition Regulation

D. FIO – For Information Only

E. FSH – Forest Service Manual

F. GA – Government Approval

G. SF – Standard Form

1.2 AGENCIES

A. COE – Corps of Engineers

B. MAG – Maricopa Association of Governments

C. OSHA – Occupational Safety and Health Administration

D. USFS – United States Forest Service

1.3 TECHNICAL AND PROFESSIONAL GROUPS

A. AASHTO – American Association of State Highway and Transportation Officials

B. ACI – American Concrete Institute

C. ANSI – American National Standards Institute

D. APA – American Plywood Association

E. ASSE - American Society of Safety Engineers

F. ASTM – American Society for Testing and Materials

G. CCRL – Cement and Concrete Reference Laboratory

H. CRSI – Concrete Reinforcing Steel Institute

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I. NIST – National Institute of Standards and Technology

J. NSF – National Sanitation Foundation

K. UL – Underwriters Laboratories

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 42 13

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SECTION 01 74 19 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the management and disposal of all construction-related debris as a result of ongoing project activities.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 REMOVAL OF MATERIAL

A. Construct adequate debris shields to contain debris within the construction limits. Do not permit debris to enter waterways, travel lanes open to public traffic, or areas designated not to be disturbed.

B. Raze and remove all foundations, pavements, sidewalks, curbs, fences, structures, and other obstructions interfering with the work and not designated to remain.

3.2 DISPOSAL OF MATERIAL

A. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

B. Dispose of hazardous material according to Federal, State, and local regulations, and furnish a copy of all disposal permits.

END OF SECTION 01 74 19

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SECTION 01 77 00 – CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes administrative and procedural requirements for contract closeout.

1.2 FINAL COMPLETION PROCEDURES

A. Submit a written request for final inspection for acceptance. On receipt of request, the Contracting Officer will either proceed with inspection or notify Contractor of unfulfilled requirements.

1. Re-inspection: Request re-inspection when the work identified in previous inspections as incomplete is completed or corrected.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CLEANING

A. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

2. Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits.

3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean.

END OF SECTION 01 77 00

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SECTION 03 11 00 – CONCRETE FORMING AND ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers requirements for concrete forming and accessories, for replacing and new concrete applications.

PART 2 - PRODUCTS

2.1 MATERIALS FOR FORMS

A. General

1. Use wood, metal, or other suitable material for forms.

B. Wood Forms.

1. Provide lumber that is square edges or tongue-and-groove boards, free of raised grain, knotholes, or other surface defects.

2. Provide plywood that complies with NIST PS 1, B-B concrete form panels or better or

APA A135.4, hardboard for smooth form lining.

C. Plastic Forms.

1. Provide plastic forms that contain a minimum of 50 percent post-consumer recycled content, or a minimum of 50 percent post-industrial recycled content.

D. Steel Forms.

1. Provide steel form surfaces that to not contain irregularities, dents, or sags.

E. Waterstops.

1. Polyvinylchloride waterstops must conform to COE CRD-C 572.

2. Rubber waterstops must conform to COE CRD-C 513.

3. Thermoplastic elastomeric rubber waterstops must conform to ASTM D471.

4. Hydrophilic Waterstop.

a. Swellable strip type compound of polymer modified chloroprene rubber that swells upon contact with water must conform to ASTM D412 as follows:

1) Tensile strength 420 psi minimum

2) Ultimate elongation 600 percent

3) Hardness must be 50 minimum on the type A durometer

4) Volumetric expansion ratio in distilled water at 70 degrees F must be 3 to 1 minimum

F. Perimeter Insulation.

1. Perimeter insulation must be polystyrene conforming to ASTM C578, Type II;

polyurethane conforming to ASTM C591, Type II; or cellular glass conforming to ASTM C552, Type I or IV.

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PART 3 - EXECUTION

3.1 FORMS

A. Design and construct forms that are free of bulge and warp and allow for removal without injuring the concrete. When concrete contains a retarding admixture, fly ash, or other pozzolan replacement for cement, design the forms for a lateral pressure equal to that exerted by a fluid weighing 150 pounds per cubic foot.

B. Set forms mortar-tight and true to line and grade.

C. Provide formwork with clean-out openings to permit inspection and removal of debris.

D. Before concrete placement, coat the contact surfaces of forms with a form release agent.

E. Use forms that extend the full depth of the concrete.

F. Construct formwork to ensure that after removal of forms and prior to patching and finishing of formed surfaces; provide concrete surfaces in accordance with tolerances specified in ACI 301 Section 5 and ACI 117.

G. Reuse forms providing the structural integrity of concrete and the aesthetics of exposed concrete are not compromised. Wood forms must not be clogged with paste and must be capable of absorbing high water-cementitious material ratio paste.

H. Provide form ties in accordance with ACI 301 Section 2.

I. Forms For Standard Rough Form Finish

1. Provide formwork in accordance with ACI 301 Section 5 with a surface finish, SF-1.0, for formed surfaces that are to be concealed by other construction.

J. Forms For Standard Smooth Form Finish

1. Provide formwork in accordance with ACI 301 Section 5 with a surface finish, SF-3.0, for formed surfaces that are exposed to view.

K. After placing concrete, removal of forms must be in accordance with ACI 301 Section 2.

END OF SECTION 03 11 00

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SECTION 03 15 16 – CONCRETE JOINTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for control, isolation, and construction joints in concrete, both for replacing and new concrete activities.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 GENERAL

A. Do not vary longitudinal joints more than ½ inch and transverse joints more than ¼ inch from the true alignment.

B. Where a concrete pavement, sidewalk, ramps, and walkways are constructed contiguous to the curb, construct the joints in the curb directly in line with the existing joints.

C. When using the dry-cut saw method for jointing install joints as soon as sawing equipment can be supported, and before uncontrolled cracking occurs. Do not ravel the joints while sawing.

1. Do not saw a joint if a crack occurs at or near the joint location before sawing.

2. Discontinue sawing when a crack develops ahead of the saw.

D. Remove and place newly placed concrete where uncontrolled cracking occurs.

E. Where joints indicated are in direct contact with existing structures, remove foreign and loose materials from the base.

3.2 CONTROL (CONTRACTION) JOINTS

A. Install control joints as shown and detailed in the drawings.

3.3 CONSTRUCTION JOINTS

A. Locate and provide construction joints not indicated so as not to impair the strength and appearance of the concrete, and with the approval of the Contracting Officer.

B. Joints must be perpendicular to main reinforcement.

C. Reinforcement must be continued and developed across construction joints.

END OF SECTION 03 15 16

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SECTION 03 20 00 – CONCRETE REINFORCING

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes required concrete reinforcement product standards and installation of various types of concrete reinforcement.

1.2 SECTION REQUIREMENTS

A. Submittals:

1. Reinforcing Steel (SD-03, Product Data), FIO

B. Delivery, Storage, and Handling

1. Store reinforcement and accessories off the ground on platforms, skids, or other supports.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Reinforcing Bars.

1. Deformed, ASTM A615/A615M grade 60 bars and sizes as indicated

B. Epoxy-coated Reinforcing Bars.

1. Deformed, ASTM A615/A615M grade 60 bars and sizes as indicated

2. Inspect the reinforcing bards aft the near white blast cleaning. Reject all bars with steel slivers or scabs. Selective sorting and rejection at the fabricator’s shop may avoid unnecessary delays and subsequent rejection of bars during the pre-coating inspection at the coating applicator’s shop.

3. Coat epoxy coated reinforcing steel in a plant certified by CSRI as a fusion bonded epoxy applicator.

C. Tie Bars.

1. Deformed, grade 60 bars conforming to AASHTO M 31 or M 42, except to not use

AASHTO M 42 steel for tie bars bent and re-straightened during construction.

D. Dowel Bars.

1. Conform to AASHTO M 254, type A or B.

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PART 3 - EXECUTION

3.1 REINFORCEMENT

A. Fabricate and place reinforcement steel and accessories as specified and indicated on the drawings. Fabrication and placement details of steel and accessories not specified or shown must be in accordance with ACI SP-66 and ACI 318M ACI 318.

B. Bending may be accomplished in the field or at the mill. Mill bend zinc-coated and epoxy-coated bars prior to coating. Bend all steel cold unless otherwise specified. Do not bend bars after embedment in concrete.

C. Place safety caps on all exposed ends of vertical concrete reinforcement bars that pose a danger to life safety.

D. Face wire tie ends away from the forms.

3.2 PLACEMENT

A. Reinforcement must be free from loose rust and scale, dirt, oil, or other deleterious coating that could reduce bond with the concrete.

B. Place reinforcement at locations indicated in the drawings.

C. Conform splices of reinforcement to ACI 318 and make only as required or indicated. Bars may be spliced at alternate or additional locations at no additional cost to the Government. Splicing must be by lapping or by mechanical or welded butt connection, except that lap splices must not be used for bars larger

D. DOWEL INSTALLATION

1. Use plain round bars, free from burring or other deformation restricting free movement in the concrete.

2. Dowel with lengths as indicated on the drawings. Immediately prior to placing the dowel, clean hole of dust and other deleterious material with a high pressure air hose. Fill hole halfway with epoxy or non-shrink grout, and insert dowel by rotating it at least one complete turn while tapping it down. Add more epoxy or non-shrink grout to completely fill hole, if necessary.

3. Install dowels in slabs on grade at locations indicated and at right angles to joint being doweled.

4. Accurately position and align dowels parallel to the finished concrete surface before concrete placement.

5. Rigidly support dowels during concrete placement.

6. Install plate dowels according to the manufacturer’s recommendations.

7. Paint half the length of each dowel bar with one coat of tar paint. When the paint dries and immediately before placing the dowels, lubricate the painted end to prevent concrete from bonding to the painted end.

END OF SECTION 03 20 00

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SECTION 03 30 00 – CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for cast-in-place concrete for various placement applications.

1.2 SECTION REQUIREMENTS

A. Reference Sections:

1. 03 11 00 – CONCRETE FORMING AND ACCESSORIES

2. 03 15 16 – CONCRETE JOINTS

3. 03 20 00 – CONCRETE REINFORCING

4. 31 23 23.23 – COMPACTION

B. Submittals:

1. Concrete mix design (SD-05, Design Data), GA

2. Concrete testing results (SD-06, Test Reports), GA

C. Weather Limitations:

1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

2. When air temperature is less than 40 deg F, use ACI 306 A Guide to Cold Weather

Concreting. Submit a detailed plan for the producing, transporting, placing, protecting, curing, and temperature monitoring of concrete.

3. When rain is threatening during paving operations, stop paving operations and protect the concrete pavement from rain with plastic sheeting or other methods approved by the Contracting Officer. Remove, replace, or repair pavement damaged by rain or hail as directed by the Contracting Officer at no cost to the Government.

D. Ready-Mixed Concrete Producer Qualifications: ASTM C 94/C 94M.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portland Cement: ASTM C 150, Type I or II.

B. Aggregates: ASTM C 33, Class 3S coarse aggregate or better.

1. Maximum Coarse-Aggregate Size: 1-1/2 inches nominal.

2. Maximum Aggregate Size for Concrete in Insulating Concrete Forms: 3/4 inch.

C. Air-Entraining Admixture: ASTM C 260.

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D. Chemical Admixtures: ASTM C 494, water reducing, high-range water reducing, water reducing and accelerating, and water reducing and retarding. Do not use calcium chloride or admixtures containing calcium chloride.

E. Synthetic Fiber: ASTM C 1116/C 1116M, Type III, polypropylene fibers, 1/2 to 1-1/2 inches long.

F. Vapor Retarder: Reinforced sheet, ASTM E 1745, Class A.

G. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

2.2 CONCRETE MIXTURES

A. Normal-Weight Concrete:

1. Minimum Compressive Strength: 4000 psi at 28 days.

2. Maximum Water-Cementitious Materials Ratio: 0.45.

3. Slump Limit: 4 inches for concrete with verified slump of 3 to 5 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

4. Air Content: 4-6 percent.

5. Synthetic Fiber: 1.5 lb/CY.

B. Measure, batch, mix, and deliver concrete according to ASTM C 94.

1. Maintain temperature of the concrete mixture just before placement between 50 and 90 deg F.

2. Complete concrete discharge operations within 1-1/2 hours after the introduction of the mixing water to the cement and aggregates.

3. Adding water to the mix not permitted beyond the batching and mixing operations.

PART 3 - EXECUTION

3.1 CONCRETING

A. Prepare and compact subbase per 31 23 23.23 – COMPACTION.

B. Install forms per 03 11 00 – CONRETE FORMING AND ACCESSORIES.

C. Comply with CRSI's "Manual of Standard Practice" and 03 20 00 – CONCRETE REINFORCING for fabricating, placing, and supporting reinforcement.

D. Obtain written approval by the Contracting Officer of all forms and reinforcement prior to concrete placement.

E. Provide 24-hour notice of any concrete placement operations that will be occurring.

F. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment.

1. Place concrete to avoid segregation of material.

2. Do not exceed 30 minutes between deliveries of batches for a single pour.

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G. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing. Repair and patch defective areas. Methods for protecting concrete, and repairing and patching defective areas to be approved by the Contracting Officer.

H. Being curing concrete slabs after finishing.

1. Cure concrete at least 7 days.

2. If high early strength cement is used, cure concrete at least 3 days.

I. Terminate all sidewalks and pathways where concrete meets existing finished earthen grade with the Van Horn Roll. Refer to drawings for Van Horn Roll detail.

3.2 FINISHES

A. Slab Finishes: Comply with ACI 302.1R for screeding, re-straightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. Provide the following finishes:

1. Non-slip (medium-broom) finish to exterior concrete platforms, sidewalks, steps, ramps, and curb and gutter.

3.3 CONCRETE JOINTS

A. Install control and construction joints where indicated, and per 03 15 16 – CONCRETE JOINTS.

3.4 CONCRETE REPLACEMENT

A. Furnish concrete saws, drop hammers, hydro-hammers, and jack jammers to break concrete.

Saws shall have sufficient power to saw full depth and complete the work with water-cooled, diamond-edged blades or abrasive wheels. Equip saws with blade guards and guides or devices to control alignment and depth. Ball-drop breakers are not permitted.

B. Furnish equipment that will not damage the subgrade, subbase, base, or existing concrete slabs designated to remain.

C. If new or existing slabs not scheduled for replacement are chipped, spalled, or damaged during the removal operations, replace the damaged slabs at no cost to the Government.

D. For continuously reinforced concrete, match the number, type, and spacing of the new reinforcement to the existing concrete.

E. Dowel into the sides of existing concrete slabs, walkways, pavements, and ramps.

3.5 FIELD QUALITY CONTROL

A. Provide independent certified testing agency, minimum Grade I ACI Concrete Field Testing Technician.

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B. Concrete testing laboratory must have the necessary equipment and experience to accomplish required testing. The laboratory must meet the requirements of ASTM C 1077 and be CCRL inspected.

C. Provide compressive strength testing, per AASHTO T-22 & T-23.

1. 1 set per 30 CY, but not less than 1 set per day.

2. Test two cylinders at 7 days; two cylinders at 28 days, and hold two cylinders in reserve.

D. Provide slump test at the site of discharge, per AASHTO T 119, 1 set per 30 CY, but not less than 1 set per day.

E. Provide air content test for air-entrained concrete per AASHTO T 152 or T 196, 1 set per 30 CY, but not less than 1 set per day.

F. Determine temperature of concrete at time of placement in accordance with ASTM C 1064.

Check concrete temperature every 30 CY and at least once during each shift that concrete is placed.

END OF SECTION 03 30 00

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SECTION 31 23 23.23 – COMPACTION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes compaction requirements for bedding, subgrade, and subbase materials.

PART 2 - PRODUCTS

A. Utilize the proper compaction methods and equipment to suit the material and conditions encountered.

PART 3 - EXECUTION

3.1 INSPECTION

A. Verify that layers of material are no thicker than the maximum thickness specified.

B. Moisten or dry each layer of material to achieve optimum moisture content.

C. Do not begin compaction operations until conditions are satisfactory.

1. Do not compact in freezing weather or when materials to be compacted are frozen, too wet or moist, or too dry.

3.2 GENERAL

A. Compact each subbase layer under slabs, pavements, and walkways to sufficient density for receiving concrete.

B. Final surface compaction will be approved by the Contracting Officer prior to reinforcement being laid.

C. Re-excavate and re-compact material layers that do not meet compaction at no cost to the Government.

END OF SECTION 31 23 23.23

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SECTION 32 01 16.71 – COLD MILLING ASPHALT PAVEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the milling of asphaltic pavements for different applications.

1.2 SECTION REQUIREMENTS

A. Reference Sections:

1. 31 23 23.23 – COMPACTION

B. Traffic Control:

1. Provide traffic control as required to prevent unauthorized access to milling operations.

C. Weather Limitations:

1. Do not mill when an accumulation of ice or snow are present on the pavement surface.

D. Equipment:

1. Furnish milling machine capable of the following:

a. Self-propelled;

b. Sufficient power, traction, and stability to accurately maintain depth of cut;

c. Capable of removing the pavement thickness to provide profile and cross slope;

d. Automatic system to control grade elevations by referencing from the existing pavement by means of a ski, matching shoe, or from an independent grade control;

e. Automatic system to maintain cross slope;

f. System to effectively limit dust and other particulate matter from escaping removal operations;

g. Loading system or adequate support equipment to completely recover milled material at removal rate; and

h. Cutting width equal to at least one-third of the lane width.

2. Sweeper:

a. Self-propelled;

b. Vertical broom pressure control; and

c. Vacuum capability.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 MILLING

A. Mill asphalt to 1-1/2-inch minus material

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B. Use a longitudinal reference to accurately guide the machine. References may include a curb, edge of pavement, or string attached to the pavement surface. Mill in a longitudinal direction.

C. Mill the transverse slope to within 1/4-inch in 10 feet of the required slope. Transition from one transverse slope to another at a uniform rate. Uniformly mill the entire roadway lane width so the cross-section of the new surface forms a straight line.

D. Transition between different depths of cut at a uniform rate of 1/2-inch of depth per 10 feet. At the beginning and end of the milling work, construct a smooth transition to the original surface at this rate. Do not leave an exposed vertical edge perpendicular to the direction of travel.

E. Use a sweeper immediately behind the milling operations to remove and completely recover loose material. Minimize the escape of dust into the air by misting. When designated, dispose of recovered milled material.

F. Before opening to traffic, or other required application of the milled asphalt material, patch defects in milled surface.

3.2 COMPACTION & SURFACE PREPARATION

A. When asphaltic material will be used as a subbase, mill such that a suitable amount of fines will be present for compaction.

B. Compact per 31 23 23.23 – COMPACTION.

END OF SECTION 32 12 16