A22_Amendment_0003_W912EE-16-B-0010-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Reference Invitation for Bids No. W912EE-16-B-0010, for Arlie Moore, Edgew ood & Lenox Marcus, DeGray Lakes, Arkansas Paving is amended as follow s:

SEE CONTINUATION PAGE FOR SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 16-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EE-16-B-0010

X 9B. DATED (SEE ITEM 11)

08-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Aug-2016

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE-16-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

A new Bid Opening date and time of Thursday, 25 August 2016 at 01:30 p.m. is hereby established.

Bid schedule is revised and replaced.

SPECIFICATIONS: Section 01 22 00.00 09, Section 32 01 16.71 09, Section 32 01 17.00 09, Section 32 12 17.00 09, and Section 32 17 23.00 09 are revised and replaced.

DRAWINGS: Striping Detail Drawing is revised and replaced.

The following FAR Clause is revised and replaced in its entirety.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $842 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

Bidding Schedule Line Items revised by this amendment have an asterisks (*) in the margins before and after the changes to the previous issue as well as the notation “Revised by Amendment 0003”at the bottom of the page.

Specifications revised by this amendment have the notation "Revised by Amendment 0003" at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

Drawings revised by this amendment have the notation “Revised by Amendment 0003” at the bottom of the page.

ITEM DESCRIPTION

EST

QTY U/M UNIT PRICE AMOUNT

MOBILIZATION AND

DEMOBILIZATION 1 JOB FOR $

COLD MILLING OF BITUMINOUS

PAVEMENTS 1 JOB FOR $

REPAIR OF FAILED AREAS IN

EXISTING PAVEMENT 388 CY $ $

ASPHALT CONCRETE HOT MIX

SURFACE COURSE 932 TN $ $

DOUBLE LAYER ASPHALT

SURFACE TREATMENT 14,222 SY $ $

PAVEMENT MARKING –

REFLECTORIZED PAINT

(CONTINUOUS WHITE) 14,300 LF $ $

PAVEMENT MARKING –

REFLECTORIZED PAINT (SKIP

YELLOW) 2,453 LF $ $

INSTALLATION OF NEW RAISED

PAVEMENT MARKERS 20 EA $ $

PAVEMENT MARKING –

HANDICAP SYMBOL 1 JOB FOR $

PAVEMENT MARKING – LAKE

AHEAD LETTERING (9

LETTERS) 1 EA $ $

ARLIE MOORE, EDGEWOOD, AND LENOX MARCUS AT DEGRAY LAKE, ARKANSAS

ARKANSAS LAKES PAVING

TOTAL

"Revised by Amendment 0003"

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

1.1.2 Job Items

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 General

1.2.2 Unit Price Items

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 09 Page 1 Revised By Amendment 0003

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

1.1.1 General

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.2 Job Items

a. "MOBILIZATION AND DEMOBILIZATION"

(1) Payment will be made for all costs associated with mobilization and demobilization, as defined in Section 00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS, paragraph PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Mobilization and demobilization will be paid for at the applicable contract job price for Bid Items "Mobilization and Demobilization", as listed in the Bidding Schedule. Prices and payments therefore shall constitute full compensation for mobilizing and demobilizing all labor, equipment, tools, materials, and incidentals necessary to complete the work as specified herein.

(2) Unit of measure: Job.

b. "COLD MILLING OF BITUMINOUS PAVEMENTS"

(1) Payment will be made for all costs associated with performing the cold milling of existing asphalt pavement, and all work incidental thereto. Prices and payments therefore shall constitute full compensation for all labor, equipment, tools, materials, and incidentals necessary to complete the work as specified herein.

(2) Unit of measure: job.

c. "PAVEMENT MARKING - HANDICAP SYMBOL"

(1) Payment will be made for all costs associated with the placement of thermoplastic pavement striping and wheel chair symbols, handicap parking spaces, and all work incidental thereto. Prices and payment therefore shall constitute full

SECTION 01 22 00.00 09 Page 2 compensation for all labor, equipment, tools, materials, and incidentals necessary to complete the work as specified herein.

(2) Unit of measure: JOB.

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 General

Payment items for the work of this contract on which unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, environmental protection, maintenance of traffic, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.2 Unit Price Items

a. "REPAIR OF FAILED AREAS IN EXISTING PAVEMENT"

1) Payment will be made for all costs associated with preparing identified failed areas in existing roads and parking areas, and all work incidental thereto.

(2) Measurement for preparation of identified failed areas satisfactorily performed will be made by the cubic yard, calculated by multiplying the field measured widths by the field measured horizontal lengths by the field measured depth.

Quantities will be rounded to the nearest cubic yard.

(3) Unit of measure: cubic yard.

b. "ASPHALT CONCRETE HOT MIX SURFACE COURSE"

(1) Payment will be made for all costs associated with constructing the new asphalt concrete hot mix, including furnishing scales and measuring for payment, and all work incidental thereto. No separate payment will be made for prime coat or tack coat, and all costs associated therewith shall be included in the applicable contract unit price for "Asphalt Concrete Hot Mix" or "Asphalt Concrete Hot Mix Patching of Existing Roadway". The asphalt concrete hot mix associated with patching work will not be included in this bid item, and all costs therefore shall be included in the contract unit price per ton for "Repair of Failed Areas in Existing Pavement".

(2) Measurement for the satisfactorily constructed asphalt concrete hot mix shall be made by the ton. Scales shall be furnished by the Contractor and located at the plant, or public scales approved by the Contracting Officer may be used at the Contractor's expense. The platform shall be of sufficient length and the scales of adequate capacity to weigh the entire vehicle in one operation. Scales shall be checked and certified by a reputable scales company in the presence of the Contracting Officer's Representative prior to use for measurement of materials. Tests shall be continued at six month intervals with tests conducted in the presence of the Contracting Officer's

SECTION 01 22 00.00 09 Page 3

Representative. Truck scales shall be accurate to within one-half of one percent of the applied load, shall be sensitive to 20 pounds or less, and shall have a graduation of not more than 20 pounds. The Contractor may use an electronic weighing system approved by the Contracting Officer in lieu of truck scales. The system shall be equipped with an automatic printout system which will print the weight of the material being delivered and other required project information. Such weight shall be evidenced by a weigh ticket for each load. The recorded weight shall be accurate to within one-half of one percent of the true weight, and the system shall be sensitive to 20 pounds or less. The Contracting Officer may require random loads to be checked on certified platform scales at no additional costs to the Government. When an electronic weighing system utilizes the plant scales of a batch plant, the system may be used only in conjunction with a fully automatic batching and control system.

(3) Unit of measure: ton.

c. "DOUBLE LAYER ASPHALT SURFACE TREATMENT"

(1) Payment will be made for all cost associated with constructing the double layer asphalt surface treatment, including preparation of surfaces, application of asphalt material, application of mineral aggregate, and all work incidental thereto.

(2) Measurement of double layer asphalt surface treatment will be made by the square yard of treatment satisfactorily applied.

(3) Unit of measure: square yard

d. "PAVEMENT MARKING - REFLECTORIZED PAINT (EDGECONTINUOUS WHITE)"

(1) Payment will be made at the applicable contract unit price for all costs associated with placement of reflectorized paint ( edgecontinuous white), and all work incidental thereto.

(2) Measurement will be made on the basis of the linear feet of reflectorized paint satisfactorily placed, measured to the nearest foot.

(3) Unit of measure: linear foot.

e. "PAVEMENT MARKING - REFLECTORIZED PAINT (SKIP YELLOW)"

(1) Payment will be made at the applicable contract unit price for all costs associated with placement of reflectorized paint (skip yellow), and all work incidental thereto.

(2) Measurement will be made on the basis of the linear feet of reflectorized paint satisfactorily placed, measured to the nearest foot.

(3) Unit of measure: linear foot.

f. "INSTALLATION OF NEW RAISED PAVEMENT MARKERS"

(1) Payment will be made for all costs associated with furnishing and installing new raised pavement markers, and all work

SECTION 01 22 00.00 09 Page 4 incidental thereto. No separate measurement and payment will be made for removal of existing raised pavement markers, if applicable, and all costs therefore will be considered incidental to the work.

(2) Measurement will be made on the basis of each pavement marker satisfactorily installed.

(3) Unit of measure: each.

g. "PAVEMENT MARKING - WHEELCHAIR SYMBOL"

(1) Payment will be made for all costs associated with thermoplastic pavement marking - wheelchair symbols, handicap parking spaces, and all work incidental thereto.

(2) Measurement will be made on the basis of each wheelchair symbol symbol satisfactorily placed.

(3) Unit of measure: each.

hg. "PAVEMENT MARKING - LAKE AHEAD LETTERING (9 LETTERS)"

(1) Payment will be made for all costs associated with placing thermoplastic pavement marking "LAKE AHEAD" lettering, and all work incidental thereto.

(2) Measurement will be made on the basis of each "LAKE AHEAD" satisfactorily placed.

(3) Unit of measure: each.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 09 Page 5

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 16.71 09

COLD MILLING OF BITUMINOUS PAVEMENTS

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.2 REGULATORY REQUIREMENTS

1.3 WEATHER LIMITATIONS

1.4 EQUIPMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 CONSTRUCTION REQUIREMENTS

3.1.1 Milling Operations

3.1.2 Removal and Stockpiling of Material

-- End of Section Table of Contents --

SECTION 32 01 16.71 09 Page 1

SECTION 32 01 16.71 09

COLD MILLING OF BITUMINOUS PAVEMENTS

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

This item of work requires the cold milling of existing asphalt pavement at Arlie Moore Day Use Boat Ramp and parking areas to the depth directed by the Contracting Officer as necessary to maintain the integrity of the existing drainage after placement. The areas to be cold milled and the required depth shall be determined in the field by the Contracting Officer with the assistance of the Contractor. The depth to be cold milled shall be 1 to 2 inches.This item of work requires the cold milling of existing asphalt pavement at Arlie Moore Day Use Boat Ramp in the areas immediately adjacent to the boat ramp and concrete curb (excluding all failed areas).

The existing pavement shall be removed to a depth of 2", width equivalent to the standard width of a milling machine, by completing ONE pass along the specified areas.

The milled surfaces shall provide a desirable surface free from gouges, continuous grooves, ridges, oil film, and other imperfections of workmanship and shall have a uniform appearance.

1.2 REGULATORY REQUIREMENTS

The regulation requirements listed below form a part of this specification to the extent referenced. The regulatory requirements are referred to in the text by basic designation only.

ARKANSAS STATE HIGHWAY and TRANSPORTATION DEPARTMENT (AHTD)

AHTD (2014) Arkansas Standard Specifications for Highway Construction

Measurement and payment provisions within the above referenced standard specifications will not apply. Measurement and payment shall be in accordance with Section 01 22 00.00 09 MEASUREMENT AND PAYMENT.

1.3 WEATHER LIMITATIONS

Cold milling shall not be performed when there is accumulation of snow or ice on the pavement surface.

1.4 EQUIPMENT

Equipment for cold milling shall be as specified in AHTD Section 412 "COLD MILLING ASPHALT PAVEMENT", Subsection 412.02 "Equipment".

SECTION 32 01 16.71 09 Page 2

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 CONSTRUCTION REQUIREMENTS

Cold milling shall follow the general guidance of AHTD Section 412 "COLD MILLING ASPHALT PAVEMENT", Subsection 412.03 "Construction Requirements".

3.1.1 Milling Operations

Sufficient passes shall be made so that the designated area is milled to the depth directed by the Contracting Officer. The milling shall proceed with care and in depth increments that will not damage the underlying pavement course. Items damaged during milling, such as manholes, valve boxes, utility lines, pavement that is torn, cracked, gouged, broken or undercut, shall be repaired or replaced as directed.

3.1.2 Removal and Stockpiling of Material

The milled material shall not become the property of the Contractor.

Milled material shall be removed from the site, hauled and placed in a Government-furnished stockpile area as designated by the Contracting Officer's Representative. Contractor shall utilize BMP's identified in the Environmental Protection Plan.

At Arlie Moore the repair of failed areas material shall be taken to the Government furnished stockpile area located approximately 465 feet East on Arlie Moore Day Use Road or 0.6 miles Southeast from Arlie Moore Campground Road. At Lenox Marcus, the stockpile area is located approximately 0.5 miles Southeast on Lenox Marcus Road.

-- End of Section --

SECTION 32 01 16.71 09 Page 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 01 17.00 09

REPAIR OF FAILED AREAS IN ASPHALT PAVEMENT

PART 1 GENERAL

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Tack Coat

2.1.2 Asphalt Concrete Hot Mix Surface Course

PART 3 EXECUTION

3.1 PREROLLING OF FAILED AREAS

3.2 REMOVAL OF EXISTING PAVEMENT

3.3 APPLICATION OF TACK COAT

3.4 PLACEMENT OF ASPHALT CONCRETE HOT MIX SURFACE COURSE

-- End of Section Table of Contents --

SECTION 32 01 17.00 09 Page 1

SECTION 32 01 17.00 09

REPAIR OF FAILED AREAS IN ASPHALT PAVEMENT

PART 1 GENERAL

This item of work shall consist of repairing identified failed areas in the existing pavement. Failed areas will be marked in the field by the Government prior to or during the on site coordination meeting for each task order. Failed areas shall not exceed a depth of 612 inches.

Additional failed areas shall be marked as identified after pre-rolling of the existing asphalt pavement. The Contractor shall use asphalt concrete hot mix for the identified failed areas as shown in the "FAILED AREA REPAIR DETAIL" at the end of this section.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Tack Coat

Tack coat materials shall be as specified in 32 12 17.00 09 ASPHALT CONCRETE HOT MIX, paragraph "TACK COAT".

2.1.2 Asphalt Concrete Hot Mix Surface Course

Asphalt concrete hot mix surface course shall be as specified in 32 12 17.00 09 ASPHALT CONCRETE HOT MIX paragraph "Asphalt Concrete Hot Mix Surface Course".

PART 3 EXECUTION

3.1 PREROLLING OF FAILED AREAS

The existing pavement in the vicinity of identified failed areas shall be prerolled prior to repair of the failed areas to determine the structural stability of the existing pavement as specified in AHTD. If the surrounding area is determined to be structurally unstable, the surrounding area shall be repaired along with the identified failed area.

3.2 REMOVAL OF EXISTING PAVEMENT

The existing pavement within the identified failed areas shall be saw cut to its full depth, not to exceed 612 inches, and removed. The Contractor shall take the necessary precautions not to damage the adjacent remaining pavement. The Contractor shall remove the underlying material to the depth necessary to obtain firm vertical sides and a firm, stable bottom as shown on the "FAILED AREA REPAIR DETAIL", attached at the end of this section.

The removed asphalt and underlying material shall be removed from the site and taken to the designated stockpile area.

3.3 APPLICATION OF TACK COAT

If the Contractor chooses to use asphalt concrete hot mix base course as fill material in the repair of the identified failed areas, a tack coat shall be applied to the satisfactorily established firm vertical sides of

SECTION 32 01 17.00 09 Page 2 the repair area and allowed to cure.

3.4 PLACEMENT OF ASPHALT CONCRETE HOT MIX SURFACE COURSE

The Contractor shall use asphalt concrete hot mix base course as fill material or compacted granular base course material in the repair of the identified failed areas. After the tack coat has cured the asphalt concrete hot mix base course shall be placed in the repair area in uniform lifts not to exceed 4-inches loose measurement. Compaction, satisfactory to the Contracting Officer's Representative, shall be accomplished with a mechanical tamper or other approved methods. The finished surface shall be smooth and level with the surrounding surface.

-- End of Section --

SECTION 32 01 17.00 09 Page 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 12 17.00 09

ASPHALT CONCRETE HOT MIX

PART 1 GENERAL

1.1 Description

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.4 PREPARATION, STORAGE, AND TRANSPORTATION OF ASPHALT MIXTURE

1.5 WEATHER LIMITATIONS

PART 2 PRODUCTS

2.1 ASPHALT CONCRETE HOT MIX

2.1.1 Asphalt Concrete Hot Mix Base Course

2.1.2 Asphalt Concrete Hot Mix Surface Course

2.2 TACK COAT

PART 3 EXECUTION

3.1 CONSTRUCTION REQUIREMENTS

3.2 PLANT, EQUIPMENT, MACHINES, AND TOOLS

3.3 PRE-ROLLING EXISTING PAVEMENT

3.4 PLACEMENT OF ASPHALT CONCRETE HOT MIX

3.4.1 Tack Coat

3.4.2 Asphalt Concrete Hot Mix Base Course

3.4.3 Hot Asphalt Mix Surface Course

3.5 PROTECTION OF PAVEMENT

3.6 BASE COURSE CONDITIONING

3.7 SAMPLING AND TESTING

3.8 ACCEPTANCE OF WORK

3.8.1 Rolling and Density

3.8.2 Pavement Smoothness

3.8.3 Thickness Requirements

3.8.4 Seasonal and Temperature Limitations

-- End of Section Table of Contents --

SECTION 32 12 17.00 09 Page 1

SECTION 32 12 17.00 09

ASPHALT CONCRETE HOT MIX

PART 1 GENERAL

1.1 Sub TitleDescription

This section provides information necessary for the production, transportation and placement of one or more lifts of asphalt concrete hot mix in accordance with the specifications herein and in reasonably close conformity with the information provided. Additionally, ASPHALT CONCRETE HOT MIX SURFACE COURSE may be used for the repair of failed areas. Refer to Section 32 01 17.00 09 REPAIR OF FAILED AREAS IN EXISTINGASPHALT PAVEMENT for additional options to repair the failed areas. Parking areas shall receive ASPHALT CONCRETE HOT MIX SURFACE COURSE as specified in AHTD, Section 407 "Asphalt Concrete Hot Mix Surface Course".

1.2 SUBMITTALS

Government approval is required for all submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Admixtures

Submit manufacturer's catalog data for admixtures.

Asphalt Materials

Submit mill test reports for asphalt materials.

SD-06 Test Reports

Job-Mix Formula; G

Submit materials test results for asphalt content design.

SD-07 Certificates

Asphalt Mix; G

Submit manufacturer's certification that mix meets job-mix specification.

1.3 REGULATORY REQUIREMENTS

The regulation requirements listed below form a part of this specification to the extent referenced. The regulatory requirements are referred to in the text by basic designation only.

SECTION 32 12 17.00 09 Page 2

ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT (AHTD)

AHTD (2014) Standard Specifications for Highway Construction, and Errata

Measurement and payment provisions within the above referenced standard specifications will not apply. Measurement and payment shall be in accordance with Section 01 22 00.00 09 MEASUREMENT AND PAYMENT.

1.4 PREPARATION, STORAGE, AND TRANSPORTATION OF ASPHALT MIXTURE

The asphalt mixture shall be prepared, stored, and transported as specified in AHTD, Section 407 "Asphalt Concrete Hot Mix Surface Course".

1.5 WEATHER LIMITATIONS

Weather limitations for the construction of asphalt concrete pavement shall be as specified in AHTD, Section 402.05 "Temperature and Seasonal Limitations".

PART 2 PRODUCTS

2.1 ASPHALT CONCRETE HOT MIX

Asphalt concrete pavement shall consist of coarse aggregate, fine aggregate, mineral filler, asphalt material, and approved additives of the qualities and in the proportions as specified in AHTD, Section 407 "Asphalt Concrete Hot Mix Surface Course".

2.1.1 Asphalt Concrete Hot Mix Base Course

Asphalt concrete hot mix base course shall be a 1-1/2"1/2" (12.5mm) or 3/8" (9.55mm) PG 64-22 mix as specified in AHTD Section 405 "Asphalt Concrete Hot Mix Base Course".

2.1.2 Asphalt Concrete Hot Mix Surface Course

Asphalt concrete hot mix surface course shall be a 1/2" (12.5mm) PG 64-22 mix as specified in AHTD Section 407 "Asphalt Concrete Hot Mix Surface Course".

2.2 TACK COAT

Tack coat shall be a rapid cure RC-70 or emulsified asphalt SS-1 as specified in AHTD, Section 403 "Materials and Equipment for Prime, Tack, and Asphalt Surface Treatments".

PART 3 EXECUTION

3.1 CONSTRUCTION REQUIREMENTS

The Contractor shall follow the construction requirements set forth in AHTD, Section 410 "Construction Requirements and Acceptance of Asphalt Concrete Plant Mix Courses". Methods used in the placement of asphalt concrete hot mix shall be at the Contractor's option. When the production and/or placement of the material does not comply with these specifications. The Contractor shall make the changes necessary to bring the work into compliance.

SECTION 32 12 17.00 09 Page 3

3.2 PLANT, EQUIPMENT, MACHINES, AND TOOLS

Plant, equipment, machines, and tools for the production and placement of asphalt concrete hot mix shall be as specified in AHTD, Section 409 "Materials and Equipment for Asphalt Concrete Plant Mix Courses".

3.3 PRE-ROLLING EXISTING PAVEMENT

The Contractor shall pre-roll the existing roads or parking areas to determine the the structural stability of the existing pavement prior to repair of the identified "failed" areas or placement of asphalt concrete hot mix. Pre-rolling shall consist of at least one complete pass over the existing road or parking area of a vibratory roller of the size and type that will be used for compaction of new asphalt concrete hot mix.

3.4 PLACEMENT OF ASPHALT CONCRETE HOT MIX

Asphalt concrete hot mix shall be placed within the areas identified in the plans and specifications.

3.4.1 Tack Coat

The surface of any existing pavement to receive new asphalt concrete hot mix shall be tack coated as specified in Section 401 "Prime and Tack Coats and Emulsified Asphalt in Base Course", subsection 401.03(c) "Application of Tack Coat".

3.4.2 Asphalt Concrete Hot Mix Base Course

Placement of an asphalt concrete hot mix base course where required by the task order shall be as specified in AHTD Section 405 "Asphalt Concrete Hot Mix Base Course".

3.4.3 Hot Asphalt Mix Surface Course

Placement of an asphalt concrete hot mix surface course shall be as specified in AHTD Section 407 "Asphalt Concrete Hot Mix Surface Course".

3.5 PROTECTION OF PAVEMENT

After final rolling of the asphalt concrete hot mix no vehicular traffic of any kind shall be permitted on the pavement until the pavement has cooled to a temperature of 140 degrees F.

3.6 BASE COURSE CONDITIONING

The base course shall be inspected for adequate compaction and compliance with surface tolerances as specified in AHTD, Section 303 "Aggregate Base Course" prior to construction of the asphalt concrete pavement.

Unsatisfactory areas shall be corrected at no additional cost to the Government.

3.7 SAMPLING AND TESTING

The Contractor shall be responsible for all sampling and testing of the asphalt concrete hot mix. This includes the Contractor performing tests that AHTD Section 410 "Construction Requirements and Acceptance of Asphalt Concrete Plant Mix Courses", subsection 410.09 "Acceptance of the Pavement

SECTION 32 12 17.00 09 Page 4 and Adjustments in Payment" indicates will be performed. The Contractor shall perform a sufficient number of each of the required tests to demonstrate to the Contracting Officer that the specifications have been complied with. The Government reserves the right to perform independent tests and checks.

3.8 ACCEPTANCE OF WORK

3.8.1 Rolling and Density

The average density shall meet the requirements of AHTD, Section "Construction Requirements and Acceptance of Asphalt Concrete Plant Mix Courses", subsection 410.08 "Rolling and Density Requirements and Joints".

3.8.2 Pavement Smoothness

The smoothness of each course placed shall be as specified in AHTD, Section 410 "Construction Requirements and Acceptance of Asphalt Concrete Plant Mix Courses", subsection 410.09.(b)(2) "Pavement Smoothness".

3.8.3 Thickness Requirements

The thickness of each lift of asphalt concrete hot mix shall be constructed as nearly as possible to the thickness shown or described in the plans and specifications as the underlying pavement and foundation will permit.

Contractor shall place a 2" lift on areas described or shown as 2" Asphalt Concrete Hot Mix Overlay in the plans and specifications (except for areas requiring Double Layer of Asphalt Treatment), within the tolerances outlined by AHTD. Periodic and cumulative yield test will be made to determine practicable conformity to the thickness of each lift. The Contracting Officer's Representative may order modifications in placement thickness to prevent unwarranted variations in contract quantities.

3.8.4 Seasonal and Temperature Limitations

Seasonal and temperature limitations shall be as specified in Section 410 "Construction Requirements and Acceptance of Asphalt Concrete Plant Mix Courses", subsection 410.12 "Seasonal and Temperature Limitations".

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SECTION 32 12 17.00 09 Page 5

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 17 23.00 09

PAVEMENT MARKINGS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.4 DELIVERY AND STORAGE

1.5 EQUIPMENT

1.6 TRAFFIC CONTROLS

1.7 HAND-OPERATED, PUSH-TYPE MACHINES

1.8 ADDITIONAL PAVEMENT MARKINGS

PART 2 PRODUCTS

2.1 PAVEMENT MARKINGS

2.2 RAISED REFLECTIVE MARKERS

2.3 REFLECTIVE MEDIA

PART 3 EXECUTION

3.1 INSTALLATION OF PAVEMENT MARKINGS

3.1.1 Pavement Markings

3.1.2 Raised Pavement Markers

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SECTION 32 17 23.00 09 Page 1

SECTION 32 17 23.00 09

PAVEMENT MARKINGS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 247 (2011) Standard Specification for Glass Beads Used in Pavement Markings

1.2 SUBMITTALS

Government approval is required for all submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment; G

Submit lists of proposed equipment used in the performance of construction work, including descriptive data, and notifications of proposed Contractor actions as specified in this section.

SD-03 Product Data

Pavement Markings

Submit manufacturer's current printed product description and installation instructions for each type paint/color proposed for use.

Raised Reflective Markers

Submit manufacturer's current printed product description and installation instructions for each type pavement marker proposed for use.

SD-06 Test Reports

Paint; G

Submit copies of the manufacturer's test reports, prior to the use of the materials at the jobsite.

SECTION 32 17 23.00 09 Page 2

1.3 REGULATORY REQUIREMENTS

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

ARKANSAS STATE HIGHWAY and TRANSPORTATION DEPARTMENT (AHTD)

AHTD (2014) Arkansas Standard Specifications for Highway Construction

Measurement and payment provisions within the above referenced standard specifications will not apply. Measurement and payment shall be in accordance with Section 01 22 00.00 09 MEASUREMENT AND PAYMENT.

1.4 DELIVERY AND STORAGE

All materials shall be delivered and stored in sealed containers that plainly show the designated name, formula or specification number, batch number, color, date of manufacture, manufacturer's name, and directions, all of which shall be plainly legible at time of use.

1.5 EQUIPMENT

All pavement markings shall be applied by approved mechanical equipment providing constant agitation of paint, traveling at controlled speeds, with one or more paint "guns" synchronized to begin and cut off paint flow automatically for skip lines, and subject to manual control for continuous lines of varying length. The machine, or a separate machine, shall be equipped with a glass bead dispenser adjusted and so synchronized with the paint applicator as to distribute the beads uniformly on the painted lines within 10 seconds. Calibration charts and devices for measurements of tanks shall be provided by the Contractor for determining the quantity being applied. All painting equipment and operations shall be under the control of an experienced technician thoroughly familiar with the equipment, materials, and marking layouts.

1.6 TRAFFIC CONTROLS

Suitable warning signs shall be placed near the beginning of the worksite and well ahead of the worksite for alerting approaching traffic from both directions. Small markers shall be placed along newly painted lines or freshly placed raised markers to control traffic and prevent damage to newly painted surfaces or displacement of raised pavement markers.

Painting equipment shall be marked with large warning signs indicating slow-moving painting equipment in operation.

1.7 HAND-OPERATED, PUSH-TYPE MACHINES

All machines, tools, and equipment used in performance of the work shall be approved and maintained in satisfactory operating condition. Hand-operated push-type machines of a type commonly used for application of paint to pavement surfaces will be acceptable for marking small streets and parking areas. Applicator machine shall be equipped with the necessary paint tanks and spraying nozzles, and shall be capable of applying paint uniformly at coverage specified. Sandblasting equipment shall be provided as required for cleaning surfaces to be painted. Hand-operated spray guns shall be provided for use in areas where push-type machines cannot be used.

SECTION 32 17 23.00 09 Page 3

1.8 ADDITIONAL PAVEMENT MARKINGS

Details for additional pavement markings consisting of PAVEMENT PAINTED

HANDICAP PARKING DETAIL, PAVEMENT PAINTED PULL-THROUGH HANDICAP PARKING

DETAIL, and LAKE AHEAD DETAIL are attached at the end of this section. The above listed additional pavement markings, and others as may be needed, will be addressed in the individual task orders.

PART 2 PRODUCTS

2.1 PAVEMENT MARKINGS

Pavement markings for roads and parking areas shall conform to the requirements of AHTD, Section 718 "REFLECTORIZED PAINT PAVEMENT MARKING", color as indicated. Thermoplastic pavement markings for permanent striping details, and miscellaneous letterings shall conform to the requirements of AHTD, Section 719 "Thermoplastic Pavement Marking", color as identified.

2.2 RAISED REFLECTIVE MARKERS

Raised reflective markers shall meet the requirements of AHTD, Section 721 "RAISED PAVEMENT MARKER". Markers shall be Type II - 2-Way Yellow Reflective Markers. Adhesive for raised reflective markers shall meet the requirements of AHTD, Section 721 "RAISED PAVEMENT MARKER" , subsection 721.02(d) "Adhesives".

2.3 REFLECTIVE MEDIA

Reflective media shall conform to AASHTO M 247, Type I.

PART 3 EXECUTION

3.1 INSTALLATION OF PAVEMENT MARKINGS

All pavement markings and patterns shall be placed as shown on the applicable drawings or as marked in the field by the government. The Government will coordinate the location of the striping in the field with the Contractor. Arlie Moore Boat Ramp parking lot shall include 30 standard parking spaces and 2 handicap spaces for a 32 total. The standard truck/trailer spaces will have a 10' X 46' dimension. The one Handicap space will have a 15' X 46' dimension. There will be an additional 4 pullthrough parking spaces beside the existing island at a 10' X 50' dimension. The side of the entrance road to ramp will have 6 standard pull-through automobile parking spaces at a 10' X 22' dimension with one 10' X 22' pullthrough handicap space by the pavilion. Wheelchair symbols will be required in the two designated handicap parking spaces, and a Lake Ahead lettering will also be required. Arlie Moore Campground road will require a single yellow dashed stripe in the centerline and edge whitealong with a continuous white stripe, edge line to delineate the right-hand edge of the roadway. The Government will coordinate the location of the handicap spaces, and Lake Ahead marking in the field with the Contractor.

3.1.1 Pavement Markings

Pavement markings for roads and parking areas shall be placed in accordance with AHTD, Section 718 "REFLECTORIZED PAINT PAVEMENT MARKING", subsection

718.03 "Construction Requirements". Pavement markings for wheelchair symbols, handicap parking spaces, LAKE AHEAD, lettering, and miscellaneous lettering shall be placed in accordance with ATHD, Section 719

SECTION 32 17 23.00 09 Page 4

"THERMOPLASTIC PAVEMENT MARKING", subsection 719.03 "Construction Requirements".

3.1.2 Raised Pavement Markers

Raised pavement markers shall be installed in accordance with the requirements of AHTD, Section 721 "RAISED PAVEMENT MARKER" , subsection

721.03 "Construction Requirements".

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