Exhibit4_Specifications(PinedaleWater).pdf

Apache-Sitgreaves

Specifications Package Project: Pinedale Admin. New Water Line District: Lakeside Ranger District 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:

(928) 333-4301

(928) 333-5966

Civil Engineer: Richard Polanco Date: 01/22/2016

Pinedale Admin. Water Line

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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 15 00 – CULTURAL RESOURCE PROTECTION

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

SECTION 01 77 00 – CLOSEOUT PROCEDURES

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

SECTION 31 11 00 – CLEARING AND GRUBBING

SECTION 31 23 16 – EXCAVATION

SECTION 31 23 23.13 – BACKFILL

SECTION 31 23 23.23 – COMPACTION

SECTION 33 05 16.13 – PRECAST CONCRETE UTILITY STRUCTURES

SECTION 33 05 26 – UTILITY IDENTIFICATION

SECTION 33 11 13.23 – PLASTIC PUBLIC WATER UTILITY DIST. PIPING

SECTION 33 12 16 – WATER UTILITY DISTRIBUTION VALVES

SECTION 33 12 19 – WATER UTILITY DISTRIBUTION HYDRANTS

SECTION 33 13 00 – DISINFECTING OF WATER UTILITY DISTRIBUTION

SECTION 33 21 13 – PUBLIC WATER SUPPLY WELLS

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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 it te d

D at e Re tu rn ed

A ct io n

C od e (3

Re vi ew ed

B y

01 15 00 Daily Work Schedule 3.1.A SD-01 GA 2 01 78 00 As-Built Drawings 1.3.A SD-11 GA 2

31 23 23.13 Select Material 2.1.C SD-06 GA 2 31 23 23.13 Subbase Material 2.1.D SD-06 GA 2 31 23 23.13 Bedding Course Material 2.1.G SD-03 GA 2 33 05 16.13 Precast Concrete Box 2.1.A SD-06 FIO 2 33 11 13.23 HDPE Piping 2.2.A SD-03 FIO 2 33 11 13.23 HDPE Joint Fusion Certificate 3.2.A.2 SD-07 GA 2 33 11 13.23 Pressure Test Results 3.4.M SD-06 FIO 2

33 12 16 Curb Stop Valve 2.2.A SD-06 GA 2 33 12 16 Curb Box 2.2.B SD-06 GA 2 33 12 16 Check Valve 2.2.D SD-06 GA 2 33 12 16 Stop And Waste Valve 2.2.E SD-06 GA 2 33 12 19 Frost-Proof Yard Hydrant 2.2.A SD-03 GA 2 33 12 19 Post Type Hydrant 2.2.B SD-03 GA 2 33 13 00 Bacteriological Test Results 3.4 SD-06 FIO 2 33 21 13 Well Cap 2.2.A SD-03 GA 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 Pinedale Admin. New Water Line, dated 01/22/2016, 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 – EXISTING SITE PLAN AND DEMO

3. SHEET 3 – NEW WATER INFRASTRUCTURE

4. SHEET 4 – WATER LINE AND VALVE DETAILS

5. SHEET 5 – HYDRANT AND BOX 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 15 00 CULTURAL RESOURCE PROTECTION

4. Section 01 22 13 UNIT PRICES MEASUREMENT AND PAYMENT

5. Section 01 33 00 SUBMITTAL PROCEDURES

6. Section 01 42 13 ABBREVIATIONS AND ACRONYMS

7. Section 01 74 19 CONSTRUCTION WASTE MANAGEMENT & DISPOSAL

8. Section 01 77 00 CLOSEOUT PROCEDURES

9. Section 01 78 00 CLOSEOUT SUBMITTALS

C. DIVISION 31 – EARTHWORK

1. Section 31 11 00 CLEARING AND GRUBBING

2. Section 31 23 16 EXCAVATION

3. Section 31 23 23.13 BACKFILL

4. Section 31 23 23.23 COMPACTION

D. DIVISION 33 – UTILITIES

1. Section 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES

2. Section 33 05 26 UTILITY IDENTIFICATION

3. Section 33 11 13.23 PLASTIC PUBLIC WATER UTILITY DISTR. PIPING

4. Section 33 12 16 WATER UTILITY DISTRIBUTION VALVES

5. Section 33 12 19 WATER UTILITY DISTRIBUTION HYDRANTS

6. Section 33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION

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7. Section 33 21 13 PUBLIC WATER SUPPLY WELLS

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. It is not intended to be a full and complete list of forms, but typical forms used during a 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

(over) nthai nthai nthai

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: capping the existing well, new HDPE water lines, valves, and hydrants.

1.2 LOCATION

A. The project is located at the Pinedale Administrative Site, on the Lakeside Ranger District, in the Apache-Sitgreaves National Forests.

1.3 GENERAL SITE CONDITIONS

A. The elevation of the site is approximately 6,500 feet above mean sea level. The construction site experiences some snowfall and freezing temperatures from mid- November through March, with spring temperatures beginning to warm up in April.

1.4 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.

1.5 EXISTING UTILITIES

A. Notify required blue stake jurisdiction within the project area, and locate all existing utilities prior to the start of any earth moving activities.

B. Notify the Contracting Officer of proposed locations and times for excavation.

C. Locate and prevent damage to known utilities. If damage occurs, repair utility at no cost to the Government.

D. For interruptions of existing utility services, notify the Contracting Officer 7 days in advance of any interruption of existing utilities.

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.

1. If work is on or near occupied buildings, arrange with the Contracting Officer a means of access and space for storage of materials and equipment, prior to the start of the work.

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, and emergency vehicles 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.

G. Overnight camping may be available on the project where there is little to no available accommodations within a reasonable distance to the construction site. Coordinate with the Contracting Officer if for overnight stays at designated areas in and around the project site. Lewis Canyon Campground is located north of the project site about ten minutes away, and has a vault toilet facility.

1.3 WORK SCHEDULING

A. Normal working hours for construction activities are from 7:00 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.

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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.

1.4 UTILITIES

A. WATER

1. Water is available at the site from the existing well. It may only be used for non-potable water only. Contractor is responsible for providing potable water, if potable water is required.

B. ELECTRIC

1. Electric is available onsite.

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 15 00 – CULTURAL RESOURCE PROTECTION

PART 1 - GENERAL

1.1 SUMMARY

A. This section consists of protecting archeological resources contained in soil deposits.

1.2 SECTION REQUIREMENTS

A. Definitions:

1. Resources: Prehistoric, historic, and recent 20th century artifacts, including charcoal, human bones, ash, fire rocks, and building materials that indicate the presence of past human occupation.

2. Archeological Monitor: Representative of the Government designated to record and collect cultural resources for compliance with Government regulations to protect in-the-ground resources.

B. Submittals:

1. Daily work schedule (SD-01, Preconstruction), GA

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 DAILY WORK SCHEDULE

A. 10 days before start of ground-disturbing site work, submit a Daily Work Schedule, detailing construction work locations. Key schedule to drawings and include the following information:

1. Starting and ending dates of ground-disturbing construction.

2. Locations of temporary facilities, such as barriers, field offices, staging areas, sanitary facilities, borrow pits, and haul and access roads.

3. Types of construction, such as clearing, topsoil stripping, structure of trench excavation, landscaping, and post construction cleanup.

4. Methods and equipment used for each type of construction.

5. Plan for relocating work in the event of temporary work stoppages at each archeologically sensitive area.

B. Meet with Contracting Officer and Archeological Monitor to discuss Daily Work Schedule and equipment, at least one week prior to the start of the work. Ensure the approved Daily Work Schedule is followed throughout construction.

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3.2 OBSERVATION

A. Archeological Monitor will observe all ground-disturbing site work, including construction of temporary facilities, from a safe location mutually agreed on by Contractor and Archeological Monitor. As ground is broken, the Archeological Monitor will examine excavated materials, using construction layout centerline as a reference point to record locations of findings.

3.3 DISCOVERY OF RESOURCES

A. If Archeological Monitor discovers resources, immediate relocation of the work may be required to allow soil samples be taken and resources recorded by the Monitor. Relocate work to areas approved by the Contracting Officer, in coordination with the Archeological Monitor, while the resources are documented.

B. If resources are discovered while the Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

3.4 WORK STOPPAGE

A. Plan, schedule, and execute the work to prevent stoppage at one area from stopping all work at the construction site.

END OF SECTION 01 15 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: Furnishing 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 except those specified for payment by Actual Quantity (AQ), Designed Quantity (DQ), or Lump Sum Quantity (LSQ).

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. Each (EA): One complete unit, which may consist of one or more parts.

B. 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.

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C. 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.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. Actual Quantities (AQ):

a. Estimated quantities which are determined from actual measurements of completed work.

2. Design Quantities (DQ):

a. Quantities determined by the Contracting Officer as noted on the Schedule of

Items.

3. Lump Sum Quantities (LSQ):

a. Quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

It is not measured.

1.5 DEFINITION OF BID ITEMS

A. Definition of Bid Item B1.1:

1. Description: Mobilization to the project site.

2. Measurements and Payment: LSQ, Lump Sum (LS).

B. Definition of Bid Item B2.1:

1. Description: Cut and cap existing lines, remove and dispose of backflow preventer and hydrants.

2. Measurements and Payment: LSQ, Lump Sum (LS).

C. Definition of Bid Item B3.1:

1. Description: Install ¾” HDPE water lines, to include trenching, utility bedding, backfill, and all required unions, bushings, connections, tees, bends, etc.

2. Measurements and Payment: AQ, Linear Foot (LF).

D. Definition of Bid Item B4.1:

1. Description: Install 1” HDPE water lines, to include trenching, utility bedding, backfill, and all required unions, bushings, connections, tees, bends, etc.

2. Measurements and Payment: AQ, Linear Foot (LF).

E. Definition of Bid Item B5.1:

1. Description: Install 2” HDPE water lines, to include trenching, utility bedding, backfill, and all required unions, bushings, connections, tees, bends, etc.

2. Measurements and Payment: AQ, Linear Foot (LF).

F. Definition of Bid Item B6.1:

1. Description: Install curb stop valves, including valve boxes, connections, excavation, backfill, etc.

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2. Measurement and Payment: AQ, Each (EA).

G. Definition of Bid Item B7.1:

1. Description: Install stop and waste valves, including connections, excavation, drain rock, etc.

2. Measurement and Payment: AQ, Each (EA).

H. Definition of Bid Item B8.1:

1. Description: Install check valves, including connections, excavation, drain rock, etc.

2. Measurement and Payment: AQ, Each (EA).

I. Definition of Bid Item B9.1:

1. Description: Install pre-cast concrete utility boxes, to include excavation, backfill, any required punch-outs and stackable boxes, etc.

2. Measurement and Payment: AQ, Each (EA).

J. Definition of Bid Item B10.1:

1. Description: Install yard hydrants, including excavation, connections, backfill, etc.

2. Measurement and Payment: AQ, Each (EA).

K. Definition of Bid Item B11.1:

1. Description: Install post-type water hydrant, including connections, excavation, backfill, concrete base, etc.

2. Measurement and Payment: AQ, Each (EA).

L. Definition of Bid Item B12.1:

1. Description: Pressure gauge, including connections.

2. Measurement and Payment: AQ, Each (EA).

M. Definition of Bid Item B13.1:

1. Description: Cap well, remove piping, fixtures, pressure tanks, electrical, etc. from the basement where the well is housed.

2. Measurement and Payment: LSQ, Lump Sum (LS).

N. Definition of Bid Item B14.1:

1. Description: Leak and pressure testing, disinfection of new water system.

2. Measurement and Payment: LSQ, Lump Sum (LS).

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-01 Preconstruction Submittals: Submittals which are required prior to start of construction work, issuance of contract notice to proceed, or commencing work at the site. This includes, but not limited to:

1) List of proposed Subcontractors (SF Form 1413)

2) Construction progress schedule

3) Health and safety plan

4) Work plan

5) Quality Control (QC) plan

6) Bonding

7) SWPPP

b. SD-02 Shop Drawings: Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

c. 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.

d. SD-04 Samples:

1) Fabricated or un-fabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

2) Color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

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e. 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.

f. 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.

g. 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.

h. SD-08 Manufacturer’s Instructions: Preprinted material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.

i. SD-09 Manufacturer’s Fields Reports:

1) Documentation of the testing and verification actions taken by manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer’s standards or instructions.

2) Documentation must be signed by an authorized official of a testing agency laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

j. SD-10 Operation and Maintenance Data:

1) Data that is furnished by the manufacturer, or the system provider, to the product, system, or equipment operating and maintenance personnel, including manufacturer’s help and product line necessary to maintain the product, system, or equipment.

k. SD-11 Closeout Submittals:

1) Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

2) Special requirements necessary to properly close out a construction contract, such record drawings and as-built drawings.

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.

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

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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

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR DATE TRANSMITIAL NO.

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. CHECK ONE:

D THIS IS A NEW TRANSMITTAL

0 THIS IS A RESUBMITIAL OF

TRANSMITTAL

SPECIFICATION SEC. NO. (Cover only one section with each transmitta~ PROJECT TITLE AND LOCATION TH IS TRANSMITIAL IS FOR: (Check one)

D FIO 0 GA O DA OCR O DNCR O DNGA

ITEM

CONTRACT DOCUMENT VARIATION USA CE

SUBMITTAL NO . REFERENCE CONTRACTOR Enter "Y" if ACTION

NO. DESCRIPTION OF SUBMITTAL ITEM

TYPE CODE OF

SPEC. DRAWING

REVIEW requesting CODE (See (Type size, model number/etc.)

(See Note 8) COPIES CODE a variation (Note 9) Note 3) PARA. NO. SHEET NO.

(See Note 6) a . b. c. d . e. f . g. h. i.

REMARKS I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIG NATURE OF CONTRACTOR

SECTION 11- APPROVAL ACTION

ENCLOSURES RETURNED (List by item No.) NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATE

ENG FORM 4025-R, MAR 2012 REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE. Page 1 of 2 richardrpolanco Line richardrpolanco Line

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies .

2. Each Transmittal shall be numbered consecutively . The Transmittal Number typica lly includes two parts separated by a dash (-) . The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required .

8. When submittal items are transmitted, indicate the "Submittal Type" (S0-01 through S0-11 ) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports

SD-05 - Design Data

SD-10 - O&M Data

SD-06 - Test Reports

SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required .

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

F x - G

K -

R --

Receipt acknowledged.

Receipt acknowledged , does not comply with contract requirements , as noted.

Other action required (Specify)

Government concurs with intermediate design. (For 0-B contracts)

Design submittal is acceptable for release for construction. (For 0-B contracts)

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

ENG FORM 4025-R, MAR 2012 Page 2 of 2

Rectangle

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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. ADEQ – Arizona Department of Environmental Quality

B. ADWR – Arizona Department of Water Resources

C. COE – Corps of Engineers

D. MAG – Maricopa Association of Governments

E. OSHA – Occupational Safety and Health Administration

F. USFS – United States Forest Service

1.3 OTHER

A. MUTCD – Manual on Uniform Traffic Control Devices

B. SP – Standard Practice

C. SWPPP – Stormwater Pollution Prevention Plan

1.4 TECHNICAL AND PROFESSIONAL GROUPS

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

B. ACI – American Concrete Institute

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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. AWWA – American Water Works Association

H. BHMA – Builders Hardware Manufacturers Association

I. CCRL – Cement and Concrete Reference Laboratory

J. CRSI – Concrete Reinforcing Steel Institute

K. DHI – Door and Hardware Institute

L. MPI – Master Painter’s Institute

M. MSS – Manufacturers Standardization Society of the Valve and Fittings Industry

N. NIST – National Institute of Standards and Technology

O. NFPA – National Fire Protection Association

P. NSF – National Sanitation Foundation

Q. SDI – Steel Door Institute

R. UL – Underwriters Laboratories

1.5 UTILITIES

A. HDPE – High Density Polyethylene

B. NPS – Nominal Pipe Size

C. PVC – Polyvinyl Chloride

D. SDR – Standard Dimension Ratio

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. Except in excavation areas, backfill and compact cavities left by structure and vegetation removal with backfill material of the finished ground.

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 SECTION REQUIREMENTS

1.3 SUBSTANTIAL COMPLETION PROCEDURES

A. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

B. Submittals Prior to Substantial Completion: Before requesting Substantial Completion inspection, submit all required submittals.

C. Procedures Prior to Substantial Completion: Before requesting Substantial Completion inspection, complete the following:

1. Complete startup and testing of systems and equipment.

2. Perform preventive maintenance on equipment used prior to Substantial Completion.

3. Remove temporary facilities and controls.

4. Complete final cleaning requirements, including touchup painting.

D. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, the Contracting Officer will proceed with inspection or advise Contractor of unfulfilled requirements. The Contracting Officer will prepare the certification of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued.

1.4 FINAL COMPLETION PROCEDURES

A. Submittals Prior to Final Completion: Before requesting inspection for determining final completion, submit certified copy of Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by the Contracting Officer, indicating all items have been corrected and fixed.

B. 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.

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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. Remove labels that are not permanent.

3.2 DEMONSTRATION AND TRAINING

A. Engage qualified instructors to instruct Government personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of the following:

1. Include instruction for basis of system design and operational requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs.

END OF SECTION 01 77 00

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SECTION 01 78 00 – CLOSEOUT SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for closeout submittals.

1.2 SECTION REQUIREMENTS

A. Submittals:

1. As-Built Drawings (SD-11, Closeout), GA

1.3 CLOSEOUT SUBMITTALS

A. As-Built Drawings: Provide and maintain two print copies of the drawings. Show what was changed, how it was changes, where item(s) were relocated and change related details.

1. Markup Guidelines:

a. The working as-built markup drawings must be neat, legible, and accurate as follows:

1) Use base colors of red, green and blue:

a) Special (Blue) – items requiring special information, coordination, or special detailing or detailing notes.

b) Deletions (Red) – Over-strike deleted graphic items (lines), lettering in notes and leaders.

c) Additions (Green) – Added items, lettering in notes and leaders.

b. Use frequent written explanations on markup drawings to describe changes. Do not totally rely on graphic means to convey the revision.

c. Wherever a revision is made, also make changes to related section views, details, legend, profiles, plans and elevation views, schedules, notes and call out designations, and mark accordingly to avoid conflicting data on other sheets.

2. Content:

a. Keep working as-built markup drawings current on a weekly basis and at least one set available at the project site at all times.

b. Show actual location, kinds and sizes of all sub-surface utility lines, both new and uncovered. Locate valves, splice boxes, and similar appurtenances by dimensioning along the utility run from a reference point. Record the average depth below the surface of each run.

c. Show correct grade, elevations, cross section, or alignment of roads, earthwork, structures, or utilities if any changes were made from contract plans.

d. Show changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnish by the Contractor, including shop drawings, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

e. Show changes in location of equipment and architectural features.

f. Show unusual or uncharted obstructions that are encountered in the contract work area during construction.

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3. Final Submittal:

a. Submit two prints, 11” x 17”, and complete set of as-built drawings.

PART 2 - PRODUCTS (NOT USED)

END OF SECTION 01 78 00

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SECTION 31 11 00 – CLEARING AND GRUBBING

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes requirements for clearing and grubbing operations before and during construction.

1.2 SECTION REQUIREMENTS

A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.

B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated.

C. Utility Locator Service: Notify Arizona 811 for area where Project is located before site clearing.

D. Do not commence site-clearing operations until temporary erosion- and sedimentation-control and plant-protection measures are in place.

E. Soil Stripping, Handling, and Stockpiling: Perform only when topsoil is dry or slightly moist.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 PROTECTION

A. Locate and clearly flag trees and vegetation to remain or to be relocated.

B. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arborist.

C. Protect site improvements to remain from damage. Restore damaged improvements to condition existing before start of site clearing.

D. Keep roads and walks free of dirt and debris at all times.

E. Protect existing utility lines that are indicated to remain from damage.