November 4, 2011 Order No.: 602 Route

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DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000 Gregory A. Whirley Commissioner November 4, 2011

Order No.: 602 Route: Various Project: ST6B-079-F12, P401 FHWA: None District: Fredericksburg Counties: King George, Lancaster, Northumberland, Richmond & Westmoreland Bids: November 16, 2011

To Holders of Bid Proposals:

Please make the following changes in your copy of the bid proposal for the captioned project:

BID PROPOSAL Substitute Form C-7 as the Fixed Completion Date has been revised to November 1, 2012.

Substitute the Table of Contents for Provisions as Special Provision Copied Note 2012 Volume 2 Surface Treatment Amendments Dated: 11-1-11 has been added.

Add pages 169 through 194.

Don E. Silies State Contract Officer Assistant Division Administrator, Scheduling and Contract Division

JDRN Enclosures ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-6a Rev. 3-22-05 CNSP (S) 1-9-06 COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION BID PROPOSAL AND CONTRACT

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

PROJECT NUMBER: ST6B-079-F12, P401

COUNTIES: KING GEORGE, LANCASTER, NORTHUMBERLAND, RICHMOND & WESTMORELAND

DISTRICT: FREDERICKSBURG

DESCRIPTION: SURFACE TREATMENT (VOLUME I OF II)

LOCATION: VARIOUS

DATE BID SUBMITTED: 10:00 A.M., WEDNESDAY NOVEMBER 16, 2011

ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-118 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION NOTICE TO BIDDERS

As a matter of information, the bidder’s attention is directed to the points noted herein. Every point enumerated below is fully covered by proposal documents that describe them in detail. Bidders should check their proposal against all requirements, as strict compliance with all provisions is mandatory.

1. Bids shall be filed electronically through Bidx (www.bidx.com\main\index.html) at the times designated in the Notice of Advertisement for Bids. For information see (http://cabb.virginiadot.org/cabb/)

2. Unless otherwise specified or permitted in the proposal, prices shall be submitted on all items shown in the proposal.

3. Proposals conditioned by proposed alternates, other than those specified or permitted, or by reserving the right to accept or reject an award or to enter into a contract pursuant to an award will not be considered.

4. A bid total shall be shown in each space provided.

5. Bid bonds shall conform to Section 102.07. The bid bond number shall be placed in the appropriate space in your electronic bid. As an alternative you may complete the bottom line of the Form C-24. This form may be mailed or faxed but must be received prior to the opening of the bids.

6. Joint venture proposals shall show the Firm Name of each party and shall be signed by an authorized representative of each Firm. A letter shall be filed with the prequalification office describing responsibility of each firm and the amount of maximum capacity pledge by each firm of a joint venture.

ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-24 Rev. 7-6-05

COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSAL GUARANTY

KNOW ALL MEN BY THESE PRESENTS, THAT WE as

principal, and Surety, are held and firmly bound unto the Commonwealth of Virginia as obligee, in the amount of FIVE PERCENT OF THE DOLLAR VALUE OF THE BID, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally and firmly by these presents. SIGNED, sealed and dated this day of , 20

WHEREAS, the above said principal is herewith submitting its proposal for: PROJECT NUMBER: ST6B-079-F12, P401

NOW, THEREFORE, the condition of the above obligee is such, that if the aforesaid principal shall be awarded the contract upon said proposal and shall within the time specified in the Specifications after the notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void; otherwise to remain in full force and effect and the principal and surety will pay unto the obligee the difference in money between the amount of the bid of the said principal and the amount for which the obligee may legally contract with another party to perform the said work if the latter amount be in excess of the former; but in no event shall the liability exceed the penal sum hereof.

(Principal*) (Surety Company)

By: By: (Officer, Partner or Owner) (Seal) (Attorney-in-Fact**) (Seal)

(Principal*) (Address)

By: By: (Officer, Partner or Owner) (Seal) (Surety Company)

(Principal*) (Attorney-in-Fact**) (Seal)

By: By: (Officer, Partner or Owner) (Seal) (Address)

*Note: If the principal is a joint venture, each party thereof must be named and execution made by same hereon. If there is more than one surety to the bid bond, each surety must be named and execution shall be made by same hereon. Electronic Bid Only: In lieu of completing the above section of the Contract Performance Bond, the Principal shall file an Electronic Bid Bond when bidding electronically. By signing below the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the Commonwealth of Virginia under the same conditions of the bid bond as shown above.

Electronic Bid Bond ID Company/Bidder Name Signature and Title

**Attach copy of Power of Attorney ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-61 Rev. 7-1-98 COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION POTENTIAL MBE PARTICIPATION INSTRUCTIONS: The successful bidder shall return this form within 14 days after the opening of the bids. Project No: ST6B-079-F12, P401

MBE Participation Percent of Percent of Total Bid That Achievement Total Bid Bidder Will Attain or Exceed

Minority-Owned 3% Female-Owned 0%

Name and Certification List Item Nos. and Amount of No. of Minority Owned Description of Work Allowable Firm(s) To Be Used For Each Item Credit Per Item

1. 2. 3. 4.

TOTAL:

Name and Certification List Item Nos. And Amount of No. of Female Owned Description of Work Allowable Firm(s) To Be Used For Each Item Credit Per Item

TOTAL

I/We certify that the proposed MBEs submitted will be used on this contract as stated hereon and assure that during the life of the contract, I/We will meet or exceed the participation established hereon by my/our firm.

Bidder Signature

Title Date

NOTE: This form shall serve as a notice of intent only, and is submitted solely for informational purposes. The information included thereon shall not be construed as either a contractual commitment or a condition of award. ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-48 Rev. 2-23-11

COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION FORM (ALL BIDDERS)

PROJECT NO. ST6B-079-F12, P401 CONTRACT I.D. NO. CM012ST6B96959

FHWA NO. NONE DATE SUBMITTED

All bidders, including DBEs bidding as Prime Contractors, shall complete and submit the following information as requested in this form within ten (10) business days after the opening of bids.

The bidder certifies this form accurately represents its solicitation and utilization or non-utilization, as indicated, of the firms listed below for performance of work on this contract. The bidder also certifies he/she has had direct contact with the named firms regarding participation on this project.

BIDDER SIGNATURE

TITLE

SUBCONTRACTOR/SUPPLIER SOLICITATION AND UTILIZATION (ALL)

VENDOR TELEPHONE DBE OR UTILIZED NUMBER NAME OF SUBCONTRACTOR/SUPPLIER NUMBER NON-DBE (Y/N)

NOTE: ATTACH ADDITIONAL PAGES, IF NECESSARY.

BIDDER MUST SIGN EACH ADDITIONAL SHEET TO CERTIFY ITS CONTENT AND COMPLETION OF FORM.

ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 FORM C-21B Rev 12-21-05 CONTRACT ID : CM012ST6B96959 PAGE: 1 ORDER NO : 602 DATE: 08/29/11

BID ITEMS ELIGIBLE FOR FUEL ADJUSTMENT

Instructions: This form shall be completed in accordance with the Special Provision for Optional Adjustment for Fuel. If you choose to have Fuel Adjustment applied to any of the items listed below, write the word "Yes" in the "OPTION" column beside the item. The form must be signed, dated, and submitted to the Contract Engineer within the timeframe required in the Special Provision. ______| ITEM NUMBER | ITEM DESCRIPTION | FUEL | OPTION | | | | FACTOR | | | | | gal/unit | | |______|______|______|______| | 16161 |MODIFIED SINGLE SEAL | 0.013 | | | | | | | | | | | | |______|______|______|______| | 16162 |MODIFIED DOUBLE SEAL | 0.019 | | | | | | | | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______| | | | | | |______|______|______|______|

DATE:______

SIGNATURE:______

______(Firm or Corporation)

______(Vendor No.) ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Form C-7 Rev. 7-2-08 SHEET 1 of 2

TERMS OF THE PROPOSAL\CONTRACT COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION SUBMITTED: 10:00 A.M., WEDNESDAY NOVEMBER 18, 2011

PROJECT NUMBER: ST6B-079-F12, P401

ROUTE NUMBER: VARIOUS

FHWA NUMBER: NONE

DESCRIPTION: SURFACE TREATMENT (VOLUME I OF II) LOCATION: VARIOUS

DISTRICT: FREDERICKSBURG COUNTIES: KING GEORGE, LANCASTER, NORTHUMBERLAND, RICHMOND & WESTMORELAND

I/we declare that no other person, firm or corporation is interested in this proposal; that I/we have carefully examined the plans, job specifications, current Road and Bridge specifications, and all other documents pertaining thereto and thoroughly understand the contents thereof; that I/we meet the prequalification requirements for bidding on this proposal; that I/we understand that the plans and current Road and Bridge specifications, are a part of this proposal; that all of the quantities shown herewith are a part of this proposal; that all the quantities shown herewith are approximate only; that I/we have examined the location of the proposed work and source of supply of materials; and that I/we agree to bind myself/ourselves upon award by the Commonwealth under this proposal to a contract with necessary surety bond to start work according to project specifications, and to complete all work in accordance with the plans, job specifications and current Road and Bridge Specifications within the time limit set forth in the contract.

NOVEMBER 1, 2012

BID TOTAL $

Attached is a bond conforming to the requirements of the current Road and Bridge Specifications, it being understood that such bond is to be forfeited as liquidated damages if, upon acceptance of the terms of this proposal, I/we fail to execute the contract and furnish bond as provided in the current Road and Bridge Specifications.

BY: (Names of Individual(S),Firm(S) Or Corporation) Signature/Title

Street Address City State Zip Code Vendor#/Fin#

BY: (Names of Individual(S),Firm(S) Or Corporation) Signature/Title

Street Address City State Zip Code Vendor#/Fin#

In consideration of the commitments made as shown herein, the Commonwealth of Virginia by The Commonwealth Transportation Commissioner agrees to pay for all items of work performed and materials furnished at the unit price(s) and under the conditions set forth in this proposal, in witnessed by the affixing of the name below.

Contract Execution Date By

CHIEF ENGINEER VIRGINIA DEPARTMENT OF TRANSPORTATION

ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 2 CONTRACT ID : CM012ST6B96959 STATE PROJ NUM: ST6B-079-F12,P101,P401 FEDERAL PROJ NUM:NONE ORDER NO. 602 DATE 08/29/11 SCHEDULE OF ITEMS REVISED CONTRACTOR :______------| LINE| ITEM | ITEM | APP QTY. | UNIT PRICE | BID AMOUNT |------| DESCRIPTION |------|------|------|SPEC NUMBER | | UNITS | DOLLARS|CTS | DOLLARS|CTS ------| COMMON ITEMS ------|0010 | 16161|MODIFIED SINGLE SEAL | 840419.00| | |------| |------| | |ATTD | | SY | | | | ------|0020 | 16162|MODIFIED DOUBLE SEAL | 402704.00| | |------| |------| | |ATTD | | SY | | | | ------|0030 | 24265|MAINTENANCE OF TRAFFIC | 1| | ------|.... |------| | |512 ATTD | |LS | | | | ------|0040 | 54020|TYPE A PAVEMENT LINE | 316682.00| | |------|MARKING 4" |------| | |704 | | LF | | | | ------| TOTAL ITEMS IN SECTION 0001 ALL PROJECT ITEMS | | | ------| TOTAL BID | | | ------| | | | | | |------| |------| | | | | | | | | ------| | | | | | |------| |------| | | | | | | | | ------| | | | | | |------| |------| | | | | | | | | ------| | | | | | |------| |------| | | | | | | | | ------| | | | | | |------| |------| | | | | | | | | ------ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

TABLE OF CONTENTS FOR PROVISIONS

FORMS and SCHEDULE OF ITEMS PRECEDE SPCNs, SPs and SUPPLEMENTAL SPECS.

(c100fv0) VOLUME 1 AND 2 CONTRACT DOCUMENTS STATUS 11-24-08 (SPCN) ...... 1 (c100h01) NOTICE TO PROCEED DATE FOR THIS CONTRACT 8-17-10c (SPCN) ...... 1 c100pv1 THIS IS A STATE FUNDED PROJECT 9-1-11 (SPCN) ...... 1 ______NO PLAN ASSEMBLY & SCHEDULE ST6B-059-F12 KING GEORGE, LANCASTER, NORTHUMBERLAND, RICHMOND & WESTMORELAND COUNTIES (166 PAGES) ...... 3 ______(c100mv5) 2012 VOLUME 2 SURFACE TREATMENT AMENDMENTS 11-1-11 (SPCN) ...... 169

ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 (c100fv0-0609) VOLUME 1 AND 2 CONTRACT DOCUMENTS STATUS — This contract consists of two “Volumes” of Supplemental Specifications (SSs), Special Provisions (SPs) and Special Provision Copied Notes (SPCNs). Volume 1 is the contract document assembly titled ”Bid Proposal and Contract”. Volume 2 is the contract document assembly titled ”Separate-Cover Contract Documents”. The SSs, SPs and SPCNs contained in Volume 1 and the accompanying Volume 2 are binding parts of the Contract. Each SS, SP, and SPCN in Volume 1 and Volume 2 shall carry the same status in the Contract as that stated in Section 105.12 of the Specifications.

11-24-08 (SPCN)

(c100h01-0910) NOTICE TO PROCEED DATE FOR THIS CONTRACT — The Notice to Proceed date for this contract will be APRIL 1, 2102.

8-17-10c (SPCN)

(c100pv1-1011) THIS IS A STATE FUNDED PROJECT — The Supplemental Specifications (SSs), Special Provisions (SPs) and Special Provision Copied Notes (SPCNs) contained in the accompanying Volume 2 contract document assembly titled “Separate-Cover Contract Documents” were originally written for only federally- funded projects. The provisions of this SPCN are written specifically to modify, by amendment, the Volume 2 contract document assembly so that it will apply to this state-funded project. Such amendments are as follows:

The Special Provision for DIVISION I—GENERAL PROVISIONS (2012 SURFACE TREATMENT SCHEDULES) is amended as follows:

Section 105.06—Subcontracting is replaced with the following:

Section 105.06—Subcontracting of the Specifications is amended to replace the first paragraph with the following:

No portion of the Contract shall be subcontracted or otherwise disposed of without the written consent of the Engineer, except for work that is $25,000 or less per subcontractor, where the cumulative total of the sublets not requiring the Engineer’s written consent will not exceed 10 percent of the original contract value. This will not, however, waive the requirements for prequalification, and will be considered part of the percentage the Contractor is allowed to subcontract. The Contractor shall notify the Engineer of the name of the firm to whom the work will be subcontracted, and the amount and items of work involved. Such notification shall be made and verbal approval given by the Engineer prior to the subcontractor beginning work.

Section 107.15 is replaced by the following:

Section 107.15—Use of Minority Business Enterprises (MBES) of the Specifications is amended by adding the following to the first paragraph:

The Contractor is encouraged to provide opportunities to MBEs and SWaMs to provide services for hauling, placement of

1 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 pavement markings, traffic control items and any other work operations required by this contract.

The document SFV03AF - PREDETERMINED MINIMUM WAGE RATES LETTER (VOLUME 2) is deleted.

The document SF010CF - FHWA 1273, MEMORANDUM AND CFR CHANGE is deleted.

The Special Provision for SF030AF - NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) is deleted.

9-1-11 (SPCN)

2 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

TIER 1 PROJECT ”NO PLAN” RAAP (CONSTRUCTION & MAINTENANCE) PROJECTS COMMONWEALTH OF VIRGINIA DEPARTMENT OF TRANSPORTATION

CONSTRUCTION: ______MAINTENANCE: __x___

DISTRICT: Fredericksburg CITY/COUNTY: Various UPC NO.: 96959

FUNCTIONAL CLASS Various FHWA 534 DATA 16005 TYPE CODE Main

ROUTE: Various PROJ. ST6B-059-F12, FEDERAL NO.: N/A

FROM: Various Locations in Northern Neck TO: Various Locations in Northern Neck Residency Residency

LENGTH (FEET): Various MILES Various

TOPO: Rolling DESIGN SPEED (MPH): Various VPD Various (YEAR)

PROJECT MGR: Sean Nelson R/W DONATION: N/A

Utilities N/A and/or Railroads N/A are involved in the construction of this project.

This project is to be constructed in accordance with the Department's 2007 Road and Bridge Specifications, 2008 Road and Bridge Standards, 2005 Work Area Protection Manual and as amended by contract provisions and the complete plan assembly.

Design features relating to construction or to regulation and control of traffic may be subject to change as deemed necessary by the department.

RECOMMENDED FOR APPROVAL RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION FOR CONSTRUCTION

DATE DISTRICT PLANNING AND INVESTMENT MANAGER DATE DISTRICT PLANNING AND INVESTMENT MANAGER

DATE DISTRICT PROJECT DEVELOPMENT ENGINEER DATE DISTRICT PROJECT DEVELOPMENT ENGINEER

APPROVED FOR RIGHT OF WAY APPROVED FOR CONSTRUCTION ACQUISITION

DATE DISTRICT ADMINISTRATOR DATE DISTRICT ADMINISTRATOR

3 District: Fredericksburg Commonwealth of Virginia -- Department of Transportation Date: 7/18/2011 Maintenance Division

Page 1 of 159 Schedule: ST-6B-12 King George Co.

Route: 605 Milepost From: 0 Rte. 3 Subdivision: Lane: B Traf Grp: III Milepost To: 0.75 Dead End From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -77.27155 38.25054 To Intersection: 0.75 Miles: Burnley Ln; Dissington Ln; Farley Vale Dr; Kings Hwy; Lagrange Ln; VA-3E; VA-3E To Offset: 0 MI To X/Y Coordinates: -77.28127 38.25677

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.75 18 7920 SY Asphalt:CRS-2 Aggregate:8P

Notes:

4 Page 2 of 159 Schedule: ST-6B-12 King George Co.

Route: 612 Milepost From: 0 Int. Rte. 610 N Subdivision: Lane: B Traf Grp: IV Milepost To: 0.2 Dead End From Intersection: 0 Miles: Hickory Ln; Indiantown Rd; Southall Dr; SC-610N/S (King George County); SC-610N/S (King George County) From Offset: 0 MI From X/Y Coordinates: -77.17955 38.27697 To Intersection: 0.20 Miles: Locust Dale Ln; Dead End To Offset: 0 MI To X/Y Coordinates: -77.17619 38.27744

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.2 19 2229 SY Asphalt:CRS-2 Aggregate:8P Notes:

5 Page 3 of 159 Schedule: ST-6B-12 King George Co.

Route: 622 Milepost From: 0 Rte. 205 Subdivision: Lane: B Traf Grp: V Milepost To: 2 Rte. 679 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -77.13569 38.23811 To Intersection: 2 Miles: To Offset: 0 MI To X/Y Coordinates: -77.12871 38.26162

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 2 18 21120 SY Asphalt:CRS-2 Aggregate:8P Notes:

6 Page 4 of 159 Schedule: ST-6B-12 King George Co.

Route: 632 Milepost From: 0 Rte. 206 Subdivision: Lane: B Traf Grp: VI Milepost To: 0.9 Rte. 206 From Intersection: 0 Miles: Abingdon Retreat Ln; Auburn Woods Dr; Caledon Rd; Canary Ln; Dahlgren Rd; Hewitt Place Way; Litchfield From Offset: Ln;0 MI Lotus Pond Ln; PartridgeFrom Ln; PrestonX/Y Coordinates: Way; Retreat Rd;-77.1214 Salisbury Retreat; St. Pauls Rd;38.33176 VA-218E/W; VA-206E/W; To Intersection: 0.90 Miles: Dahlgren Rd To Offset: 0 MI To X/Y Coordinates: -77.1214 38.33176

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.9 17 8976 SY Asphalt:CRS-2 Aggregate:8P Notes:

7 Page 5 of 159 Schedule: ST-6B-12 King George Co.

Route: 635 Milepost From: 0 Rte. 614 W Subdivision: Lane: B Traf Grp: II Milepost To: 0.45 Dead End From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.05243 38.35965 To Intersection: 0.45 Miles: Lenzi Ln; Dead End To Offset: 0 MI To X/Y Coordinates: -77.04562 38.361

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.45 20 5280 SY Asphalt:CRS-2 Aggregate:8P Notes:

8 Page 6 of 159 Schedule: ST-6B-12 King George Co.

Route: 637 Milepost From: 0 Rte. 3 Subdivision: Lane: B Traf Grp: III Milepost To: 0.64 Cul-de-Sac From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -77.2273 38.26853 To Intersection: 0.64 Miles: Kings Hwy; VA-3E; SC-606E/W (King George County); VA-3E To Offset: 0 MI To X/Y Coordinates: -77.23143 38.27689

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.64 18 6758 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 550 LF Yellow Notes:

9 Page 7 of 159 Schedule: ST-6B-12 King George Co.

Route: 647 Milepost From: 0 Int. 3 E Subdivision: Lane: B Traf Grp: IV Milepost To: 0.42 Int. 645 S From Intersection: 0 Miles: Shiloh Loop; Springfield Ln; SC-645N/S (King George County); SC-645N/S (King George County) From Offset: 0 MI From X/Y Coordinates: -77.1137 38.2225 To Intersection: 0.42 Miles: Chummy Ln; Kings Hwy; Laurel Ln; VA-3E/W; VA-3E/W To Offset: 0 MI To X/Y Coordinates: -77.11434 38.2264

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.42 20 4928 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 4435 LF Yellow Notes:

10 Page 8 of 159 Schedule: ST-6B-12 King George Co.

Route: 648 Milepost From: 0 Rte. 609 Subdivision: Lane: B Traf Grp: V Milepost To: 1.21 Cul-de-Sac From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -77.24482 38.28154 To Intersection: 1.21 Miles: Comorn Rd; Red Oak Dr; SC-609S/N (King George County); SC-609S/N (King George County) To Offset: 0 MI To X/Y Coordinates: -77.22873 38.2874

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.21 18 12778 SY Asphalt:CRS-2 Aggregate:8P Notes:

11 Page 9 of 159 Schedule: ST-6B-12 King George Co.

Route: 650 Milepost From: 0 Int. 623 N Subdivision: Lane: B Traf Grp: VII Milepost To: 1.1 Int. 625 W From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.13927 38.21159 To Intersection: To Offset: 0 MI To X/Y Coordinates: -77.13565 38.19693

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.1 18 11616 SY Asphalt:CRS-2 Aggregate:8P Notes:

12 Page 10 of 159 Schedule: ST-6B-12 King George Co.

Route: 653 Milepost From: 0 Rte. 686 Subdivision: Lane: B Traf Grp: IV Milepost To: 1 Dead End From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -77.16224 38.22926 To Intersection: 1 Miles: To Offset: 0 MI To X/Y Coordinates: -77.15597 38.24081

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1 18 10560 SY Asphalt:CRS-2 Aggregate:8P Notes:

13 Page 11 of 159 Schedule: ST-6B-12 King George Co.

Route: 654 Milepost From: 0 Int. 600 N Subdivision: Lane: B Traf Grp: V Milepost To: 1.65 Dead End From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.29218 38.33109 To Intersection: To Offset: 0 MI To X/Y Coordinates: -77.31994 38.3245

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.65 16 15488 SY Asphalt:CRS-2 Aggregate:8P Notes:

14 Page 12 of 159 Schedule: ST-6B-12 King George Co.

Route: 656 Milepost From: 0 Int. 218 W Subdivision: Lane: B Traf Grp: V Milepost To: 0.32 Dead End From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.04028 38.26712 To Intersection: To Offset: 0 MI To X/Y Coordinates: -77.04585 38.26685

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.32 20 3755 SY Asphalt:CRS-2 Aggregate:8P Notes:

15 Page 13 of 159 Schedule: ST-6B-12 King George Co.

Route: 658 Milepost From: 0 Int. 600 N Subdivision: Lane: B Traf Grp: IV Milepost To: 0.53 Dead End From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.30582 38.32118 To Intersection: To Offset: 0 MI To X/Y Coordinates: -77.31475 38.31954

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.53 20 6219 SY Asphalt:CRS-2 Aggregate:8P Notes:

16 Page 14 of 159 Schedule: ST-6B-12 King George Co.

Route: 659 Milepost From: 0 Int. 206 W Subdivision: Lane: B Traf Grp: V Milepost To: 0.65 Dead End From Intersection: 0 Miles: Dahlgren Rd; VA-206E/W; VA-206E/W From Offset: 0 MI From X/Y Coordinates: -77.15861 38.29848 To Intersection: 0.65 Miles: Dahlgren Rd; Hobson Ln; Dead End To Offset: 0 MI To X/Y Coordinates: -77.16217 38.30703

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.65 18 6864 SY Asphalt:CRS-2 Aggregate:8P Notes:

17 Page 15 of 159 Schedule: ST-6B-12 King George Co.

Route: 662 Milepost From: 0 Rte. 706 Subdivision: Lane: B Traf Grp: V Milepost To: 0.6 Dead End From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -77.11852 38.261 To Intersection: 0.60 Miles: To Offset: 0 MI To X/Y Coordinates: -77.12057 38.26953

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.6 18 6336 SY Asphalt:CRS-2 Aggregate:8P Notes:

18 Page 16 of 159 Schedule: ST-6B-12 King George Co.

Route: 663 Milepost From: 0 Rte. 206 West Subdivision: Lane: B Traf Grp: IV Milepost To: 0.3 Rte. 206 East From Intersection: 0 Miles: Charles Ave; Dahlgren Rd; VA-206E/W, VA-218E/W; VA-206E/W, VA-218E/W From Offset: 0 MI From X/Y Coordinates: -77.10544 38.33727 To Intersection: 0.30 Miles: Dahlgren Rd; Hilton Ln; VA-206E/W, VA-218E/W; VA-206E/W, VA-218E/W To Offset: 0 MI To X/Y Coordinates: -77.10117 38.33805

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.3 18 3168 SY Asphalt:CRS-2 Aggregate:8P Notes:

19 Page 17 of 159 Schedule: ST-6B-12 King George Co.

Route: 679 Milepost From: 0 3 East Subdivision: Lane: B Traf Grp: VII Milepost To: 0.85 3 West From Intersection: 0 Miles: Kings Hwy; VA-3E/W; VA-3E/W From Offset: 0 MI From X/Y Coordinates: -77.14207 38.23679 To Intersection: 0.85 Miles: Kings Hwy; VA-3E/W; VA-3E/W To Offset: 0 MI To X/Y Coordinates: -77.13025 38.2331

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.85 19 9474 SY Asphalt:CRS-2 Aggregate:8P Notes:

20 Page 18 of 159 Schedule: ST-6B-12 King George Co.

Route: 686 Milepost From: 0 Int. 3 E Subdivision: Lane: B Traf Grp: VII Milepost To: 1.21 Int. 3 W From Intersection: 0 Miles: Kings Hwy; VA-3E; VA-3E From Offset: 0 MI From X/Y Coordinates: -77.15597 38.24081 To Intersection: 1.21 Miles: Kings Hwy; VA-3E; VA-3E To Offset: 0 MI To X/Y Coordinates: -77.1599 38.24239

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.21 22 15617 SY Asphalt:CRS-2 Aggregate:8P Notes:

21 Page 19 of 159 Schedule: ST-6B-12 King George Co.

Route: 687 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: V Milepost To: 1.66 Dead End From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -77.04707 38.37881 To Intersection: 1.66 Miles: To Offset: 0 MI To X/Y Coordinates: -77.05228 38.39769

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.66 18 17530 SY Asphalt:CRS-2 Aggregate:8P Notes:

22 Page 20 of 159 Schedule: ST-6B-12 King George Co.

Route: 695 Milepost From: 0 Int. 218 W Subdivision: Lane: B Traf Grp: III Milepost To: 0.55 Dead End From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -77.2782 38.31568 To Intersection: 0.55 Miles: Caledon Rd; Garcia Ct; Hemlock Dr; VA-218E/W; VA-218E/W To Offset: 0 MI To X/Y Coordinates: -77.27433 38.31385

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.55 14 4517 SY Asphalt:CRS-2 Aggregate:8P Notes:

23 Page 21 of 159 Schedule: ST-6B-12 King George Co.

Route: 698 Milepost From: 0 Int. 625 E Subdivision: Lane: B Traf Grp: V Milepost To: 2.28 Dead End From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -77.13261 38.17341 To Intersection: 2.28 Miles: Edwin'S Ln; Salem Church Rd; Twin Hickory Dr; SC-625E/W (King George County); SC-625E/W (King To Offset: George0 MI County) To X/Y Coordinates: -77.12543 38.19624

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 2.28 17 22739 SY Asphalt:CRS-2 Aggregate:8P Notes:

24 Page 22 of 159 Schedule: ST-6B-12 King George Co.

Route: 705 Milepost From: 0 205 E Subdivision: Lane: B Traf Grp: IV Milepost To: 0.47 205 W From Intersection: From Offset: 0 MI From X/Y Coordinates: -77.14935 38.26225 To Intersection: To Offset: 0 MI To X/Y Coordinates: -77.15623 38.25989

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.47 18 4963 SY Asphalt:CRS-2 Aggregate:8P Notes:

25 Page 23 of 159 Schedule: ST-6B-12 King George Co.

Route: 706 Milepost From: 0 Rte. 205 Subdivision: Lane: B Traf Grp: V Milepost To: 0.46 Rte. 205 From Intersection: 0 Miles: Oak Tree Dr; Ridge Rd; Vernon Woods Dr; VA-205E/W; VA-205E/W From Offset: 0 MI From X/Y Coordinates: -77.11852 38.261 To Intersection: 0.46 Miles: Ridge Rd; Tulip Ln; VA-205E/W; VA-205E/W To Offset: 0 MI To X/Y Coordinates: -77.11848 38.26074

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.46 18 4858 SY Asphalt:CRS-2 Aggregate:8P Notes:

26 Page 24 of 159 Schedule: ST-6B-12 King George Co.

Route: 713 Milepost From: 0 Int. 600 S Subdivision: Lane: B Traf Grp: IV Milepost To: 0.14 Dead End From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -77.32241 38.31509 To Intersection: 0.14 Miles: Lazy G Ln; Passapatanzy Dr; SC-600S/N (King George County); SC-600S/N (King George County) To Offset: 0 MI To X/Y Coordinates: -77.31998 38.31438

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.14 20 1642 SY Asphalt:CRS-2 Aggregate:8P Notes:

27 Page 25 of 159 Schedule: ST-6B-12 King George Co.

Route: 714 Milepost From: 0 Rte. 663 Subdivision: Lane: B Traf Grp: III Milepost To: 0.13 Cul-de-Sac From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -77.1019 38.33685 To Intersection: 0.13 Miles: To Offset: 0 MI To X/Y Coordinates: -77.10091 38.33522

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.13 18 1373 SY Asphalt:CRS-2 Aggregate:8P Notes:

28 Page 26 of 159 Schedule: ST-6B-12 King George Co.

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29 Page 27 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 603 Milepost From: 0 Int. Rte. 615 Subdivision: Lane: B Traf Grp: V Milepost To: 1.21 Int. Rte. 732 From Intersection: 0 Miles: Chestnut Grove Ln; SC-732E/W (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.4401 37.82242 To Intersection: 1.21 Miles: Beanes Rd; SC-615E/W (Lancaster County); SC-615E/W (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.4401 37.82242

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.21 16 11358 SY Asphalt:CRS-2 Aggregate:8P Notes:

30 Page 28 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 604 Milepost From: 1.86 Merry Point Ferry Subdivision: Lane: B Traf Grp: V Milepost To: 2.66 0.26 Mi. S. Rte. 611 S.Int. From Intersection: 1.86 Miles: Gap Terminus, Dead End From Offset: 0 MI From X/Y Coordinates: -76.47973 37.72438 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.48887 37.71742

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.8 16 7509 SY Asphalt:CRS-2 Aggregate:8P Notes:

31 Page 29 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 604 Milepost From: 2.66 0.26 Mi. S. Rte. 611 S. Int. Subdivision: Lane: B Traf Grp: V Milepost To: 2.92 Int. Rte. 611 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.48887 37.71742 To Intersection: 2.92 Miles: West Point Rd; SC-611N/S (Lancaster County); Overlap Terminus To Offset: 0 MI To X/Y Coordinates: -76.48291 37.73341

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.26 18 2746 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 2745 LF Yellow Notes:

32 Page 30 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 607 Milepost From: 0 Int. Rte. 1048 Subdivision: Lane: B Traf Grp: VII Milepost To: 0.18 0.01 Mi. W. Rte. 3 From Intersection: 0 Miles: Campbell Rd; Goodluck Rd; SC-1048E/W (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.39676 37.7365 To Intersection: 0.18 Miles: Leland Rd; VA-3E; VA-3E To Offset: 0 MI To X/Y Coordinates: -76.39362 37.73697

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.18 18 1901 SY Asphalt:CRS-2 Aggregate:8P Notes:

33 Page 31 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 616 Milepost From: 1.76 Int. Rte. 604 Subdivision: Lane: B Traf Grp: II Milepost To: 2.4 0.64 Mi. W. Rte. 604 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.44588 37.79556 To Intersection: 2.40 Miles: Regina Rd; Venable Dr; SC-604N/S (Lancaster County); SC-604N/S (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.43518 37.79612

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.64 18 6758 SY Asphalt:CRS-2 Aggregate:8P Notes:

34 Page 32 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 616 Milepost From: 1.42 0.64 Mi. W. Rte. 604 Subdivision: Lane: B Traf Grp: II Milepost To: 1.76 0.96 Mi. W. Rte. 604 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.4508 37.79679 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.44588 37.79556

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.34 16 3191 SY Asphalt:CRS-2 Aggregate:8P Notes:

35 Page 33 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 622 Milepost From: 3.77 0.02 Mi. E. Rte. 354 Subdivision: Lane: B Traf Grp: IX Milepost To: 6.66 0.01 Mi. W. Rte. 3 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.56919 37.80077 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.54408 37.79548

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 2.89 21 35604 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 29118 LF Yellow Notes:

36 Page 34 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 624 Milepost From: 0 End Maintenance Subdivision: Lane: B Traf Grp: V Milepost To: 1.97 0.01 Mi. W. Rte. 354 From Intersection: 0 Miles: Crabbers Ln; Fairweather Ln; Leland Rd; Venable Dr; Dead End From Offset: 0 MI From X/Y Coordinates: -76.55325 37.72333 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.54233 37.73422

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.97 18 20803 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 20803 LF Yellow Notes:

37 Page 35 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 647 Milepost From: 2.32 Int. Rte. 646 Subdivision: Lane: B Traf Grp: V Milepost To: 2.92 0.12 Mi. E. Rte. 745 From Intersection: 2.32 Miles: Ocran Rd; SC-646E/W (Lancaster County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.34715 37.65844 To Intersection: 2.92 Miles: Bald Eagle Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.3391 37.65982

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.6 17 5984 SY Asphalt:CRS-2 Aggregate:8P Notes:

38 Page 36 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 671 Milepost From: 0 Turn Around Subdivision: Lane: B Traf Grp: V Milepost To: 0.12 Int. Rte. 1074 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.44637 37.71982 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.44727 37.72161

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.12 18 1267 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 427 SY Asphalt:CRS-2 Aggregate:8P

Notes:

39 Page 37 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 671 Milepost From: 0.12 Int. Rte. 1074 Subdivision: Lane: B Traf Grp: V Milepost To: 0.66 Int. Rte. 613 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.44727 37.72161 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.45245 37.72807

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.54 16 5069 SY Asphalt:CRS-2 Aggregate:8P Notes:

40 Page 38 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 673 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: V Milepost To: 0.93 0.70 Mi. S. Rte. 614 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.41913 37.73513 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.41256 37.7417

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.93 20 10912 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 235 square yards for 0.02 20 235 SY Asphalt:CRS-2 cul-de-sac Aggregate:8P

Notes:

41 Page 39 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 673 Milepost From: 0.93 0.70 Mi. S. Rte. 614 Subdivision: Lane: B Traf Grp: V Milepost To: 1.6 Int. Rte. 614 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.41256 37.7417 To Intersection: 1.60 Miles: Devils Bottom Rd; SC-614E/W (Lancaster County); SC-614E/W (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.41566 37.7509

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.67 18 7075 SY Asphalt:CRS-2 Aggregate:8P Notes:

42 Page 40 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 676 Milepost From: 0.12 0.17 Mi. S. Rte. 647 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.29 Int. Rte. 647 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.34646 37.65612 To Intersection: 0.29 Miles: Bald Eagle Rd; SC-647E/W (Lancaster County); SC-647E/W (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.34715 37.65844

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.17 18 1795 SY Asphalt:CRS-2 Aggregate:8P Notes:

43 Page 41 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 677 Milepost From: 0 Int. Rte. 625 Subdivision: Lane: B Traf Grp: III Milepost To: 0.5 End Maintenance From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.49954 37.69065 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.50725 37.68747

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.5 16 4693 SY Asphalt:CRS-2 Aggregate:8P Notes:

44 Page 42 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 685 Milepost From: 0 Int. Rte. 615 Subdivision: Lane: B Traf Grp: V Milepost To: 0.39 Turn Around From Intersection: 0 Miles: Beanes Rd; SC-615E/W (Lancaster County); SC-615E/W (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.43663 37.82399 To Intersection: 0.39 Miles: Willow Hill Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.43121 37.8197

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.39 19 4347 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 111 square yards for 0.01 19 111 SY Asphalt:CRS-2 turn around Aggregate:8P

Notes:

45 Page 43 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 690 Milepost From: 0 Int. Rte. 622 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.7 0.73 Mi. N. Rte. 622 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.60745 37.79232 To Intersection: 0.70 Miles: To Offset: 0 MI To X/Y Coordinates: -76.6145 37.80132

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.7 16 6571 SY Asphalt:CRS-2 Aggregate:8P Notes:

46 Page 44 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 694 Milepost From: 0 Turn Around Subdivision: Lane: B Traf Grp: IV Milepost To: 0.5 Int. Rte. 630 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.45 37.6888 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.44455 37.69424

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.5 18 5280 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 113 SY Asphalt:CRS-2 Aggregate:8P

Notes:

47 Page 45 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 701 Milepost From: 0 End Maintenance Subdivision: Lane: B Traf Grp: IV Milepost To: 0.3 Int. Rte. 354 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.57513 37.80406 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.56981 37.80157

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.3 16 2816 SY Asphalt:CRS-2 Aggregate:8P Notes:

48 Page 46 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 708 Milepost From: 0 End Maintenance Subdivision: Lane: B Traf Grp: IV Milepost To: 0.27 Int. Rte. 222 From Intersection: 0 Miles: King Carter Ln; Dead End From Offset: 0 MI From X/Y Coordinates: -76.44632 37.65211 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.44974 37.65346

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.27 17 2692 SY Asphalt:CRS-2 Aggregate:8P Notes:

49 Page 47 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 720 Milepost From: 0 End Maintenance Subdivision: Lane: B Traf Grp: III Milepost To: 0.2 Int. Rte. 222 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.44943 37.66382 To Intersection: 0.20 Miles: Weems Rd; VA-222S/N; VA-222S/N To Offset: 0 MI To X/Y Coordinates: -76.45228 37.66561

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.2 16 1877 SY Asphalt:CRS-2 Aggregate:8P Notes:

50 Page 48 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 728 Milepost From: 0 End Maintenance Subdivision: Lane: B Traf Grp: V Milepost To: 0.6 Int. Rte. 630 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.43748 37.69034 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.44579 37.68455

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.6 18 6336 SY Asphalt:CRS-2 Aggregate:8P Notes:

51 Page 49 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 791 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: V Milepost To: 0.38 Int. Rte. 630 From Intersection: 0 Miles: Cove Point; Moran Creek Rd; Dead End From Offset: 0 MI From X/Y Coordinates: -76.45282 37.6976 To Intersection: 0.38 Miles: Taylors Creek Rd; SC-630E/W (Lancaster County); SC-630W/E (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.44782 37.69447

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.38 18 4012 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 478 SY Asphalt:CRS-2 Aggregate:8P

Notes:

52 Page 50 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 819 Milepost From: 0 Int. Rte. 3 Subdivision: Lane: B Traf Grp: V Milepost To: 1.09 Cul-de-Sac From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.47816 37.7566 To Intersection: 1.09 Miles: Mary Ball Rd; VA-3W/E; VA-3W/E To Offset: 0 MI To X/Y Coordinates: -76.47359 37.76978

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.09 20 12789 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 235 square yards for 0.02 20 235 SY Asphalt:CRS-2 cul-de-sac Aggregate:8P

Notes:

53 Page 51 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 830 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: II Milepost To: 0.18 Rte. 673 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.41454 37.73595 To Intersection: 0.18 Miles: To Offset: 0 MI To X/Y Coordinates: -76.41611 37.73785

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.18 18 1901 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 317 square yards for 0.03 18 317 SY Asphalt:CRS-2 cul-de-sac Aggregate:8P

Notes:

54 Page 52 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1001 Milepost From: 0 Int. Rte. 1002 Subdivision: Lane: B Traf Grp: V Milepost To: 0.15 Cul-de-Sac From Intersection: 0 Miles: Chase St; Lawler Ln; SC-1002N/S (Lancaster County); SC-1002N/S (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.37584 37.7052 To Intersection: 0.15 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.37328 37.7053

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.15 20 1760 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 274 SY Asphalt:CRS-2 Aggregate:8P

Notes:

55 Page 53 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1002 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: VI Milepost To: 0.26 Int. Rte. 1004 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.37584 37.7052 To Intersection: 0.26 Miles: Hatton Ave; SC-1004E/W (Lancaster County); SC-1004E/W (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.37601 37.70614

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.26 20 3051 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 314 SY Asphalt:CRS-2 Aggregate:8P

Notes:

56 Page 54 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1018 Milepost From: 0 End Loop Subdivision: Lane: B Traf Grp: V Milepost To: 0.52 Int. RTe. 200 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.38767 37.70774

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.52 20 6101 SY Asphalt:CRS-2 Aggregate:8P Notes:

57 Page 55 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1020 Milepost From: 0 0.06 Mi. E. Rte. 1018 Subdivision: Lane: B Traf Grp: II Milepost To: 0.14 0.08 Mi. W. Rte. 1018 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.38899 37.70744 To Intersection: 0.14 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.38699 37.70793

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.14 18 1478 SY Asphalt:CRS-2 Aggregate:8P Notes:

58 Page 56 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1031 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: IV Milepost To: 0.12 Int. Rte. 1018 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.38846 37.70479 To Intersection: 0.12 Miles: Walnut St; SC-1018N/S (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.38687 37.70581

Notes:

59 Page 57 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1032 Milepost From: 0 0.07 Mi. E. Rte. 1018 Subdivision: Lane: B Traf Grp: V Milepost To: 0.16 Cul-de-Sac From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.38914 37.70628 To Intersection: 0.16 Miles: Walnut St; Dead End To Offset: 0 MI To X/Y Coordinates: -76.386 37.70716

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.16 18 1690 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 357 SY Asphalt:CRS-2 Aggregate:8P

Notes:

60 Page 58 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1048 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: VI Milepost To: 0.43 Int. Rte. 607 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.40283 37.73383 To Intersection: 0.43 Miles: Goodluck Rd; SC-607W/E (Lancaster County) To Offset: 0 MI To X/Y Coordinates: -76.39676 37.7365

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.43 20 5045 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 352 square yards for 0.03 20 352 SY Asphalt:CRS-2 cul-de-sac Aggregate:8P

Notes:

61 Page 59 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1114 Milepost From: 0 Int. Rte. 3 Subdivision: Lane: B Traf Grp: V Milepost To: 0.33 Cul-de-Sac From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.52172 37.7852 To Intersection: 0.33 Miles: Mary Ball Rd; VA-3W/E; VA-3W/E To Offset: 0 MI To X/Y Coordinates: -76.51621 37.78634

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.33 20 3872 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL Added 176 square yards for 0.015 20 176 SY Asphalt:CRS-2 cul-de sac Aggregate:8P

Notes:

62 Page 60 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1116 Milepost From: 0 Int. Rte. 3 Subdivision: Lane: B Traf Grp: V Milepost To: 0.14 Cul-de-Sac From Intersection: 0 Miles: Mary Ball Rd; VA-3W/E; VA-3W/E From Offset: 0 MI From X/Y Coordinates: -76.51635 37.78668 To Intersection: 0.14 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.51407 37.78733

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.14 20 1643 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL added 352 square yards for 0.03 20 352 SY Asphalt:CRS-2 cul-de-sac Aggregate:8P

Notes:

63 Page 61 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1211 Milepost From: 0 Int. Rte. 643 Subdivision: Lane: B Traf Grp: V Milepost To: 0.35 Cul-de-Sac From Intersection: 0 Miles: Little Bay Rd; SC-643E/W (Lancaster County); SC-643E/W (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.3571 37.64969 To Intersection: 0.35 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.3571 37.64969

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.35 20 4107 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 427 SY Asphalt:CRS-2 Aggregate:8P

Notes:

64 Page 62 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1212 Milepost From: 0 Int. Rte. 1211 Subdivision: Lane: B Traf Grp: III Milepost To: 0.14 Cul-de-Sac From Intersection: 0 Miles: Old Point Rd; Saint Andrews Ln; SC-1211N/S (Lancaster County); SC-1211S/N (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.3571 37.64969 To Intersection: 0.14 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.35664 37.65128

Notes:

65 Page 63 of 159 Schedule: ST-6B-12 Lancaster Co.

Route: 1213 Milepost From: 0 Int. Rte. 643 Subdivision: Lane: B Traf Grp: III Milepost To: 0.19 Cul-de-Sac From Intersection: 0 Miles: Little Bay Rd; SC-643E/W (Lancaster County); SC-643E/W (Lancaster County) From Offset: 0 MI From X/Y Coordinates: -76.3567 37.64562 To Intersection: 0.19 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.35487 37.64787

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.19 20 2229 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 357 SY Asphalt:CRS-2 Aggregate:8P

Notes:

66 Page 64 of 159 Schedule: ST-6B-12 Lancaster Co.

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67 Page 65 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 612 Milepost From: 4.06 .80 Mi. E. Rte. 824 Subdivision: Lane: B Traf Grp: V Milepost To: 4.37 ESM From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.48958 37.94209 To Intersection: 4.37 Miles: Forest Hollow Ln; Dead End To Offset: 0 MI To X/Y Coordinates: -76.48419 37.94132

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.31 16 2910 SY Asphalt:CRS-2 Aggregate:8P Notes:

68 Page 66 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 622 Milepost From: 0 Int. Rte. 712 Subdivision: Lane: B Traf Grp: VII Milepost To: 0.85 Rte. 620 From Intersection: 0 Miles: Harryhogan Rd; Lodge Rd; SC-712N/S (Northumberland County); SC-712S/N (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.5589 37.97977 To Intersection: 0.85 Miles: Kissinger Spring Rd; SC-620S/N (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.5602 37.99037

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.85 20 9973 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 8976 LF Yellow Notes:

69 Page 67 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 623 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: V Milepost To: 1.5 ESM From Intersection: 0 Miles: Lewisetta Rd; SC-624N/S (Northumberland County); SC-624N/S (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.52483 37.98622 To Intersection: 1.50 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.53963 38.00084

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.5 18 15840 SY Asphalt:CRS-2 Aggregate:8P Notes:

70 Page 68 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 629 Milepost From: 2.82 Dead End Subdivision: Lane: B Traf Grp: V Milepost To: 5.42 Rte. 630 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.45074 37.93877 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.42468 37.94139

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.6 16 24405 SY Asphalt:CRS-2 Aggregate:8P Notes:

71 Page 69 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 629 Milepost From: 8.62 Rte. 636 Subdivision: Lane: B Traf Grp: VII Milepost To: 9.52 ESM From Intersection: 8.62 Miles: Newmans Neck Rd; SC-636N/S (Northumberland County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.39503 37.92999 To Intersection: 9.52 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.39503 37.92999

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.9 16 8448 SY Asphalt:CRS-2 Aggregate:8P Notes:

72 Page 70 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 630 Milepost From: 2 Rte. 629 Subdivision: Lane: B Traf Grp: V Milepost To: 5.3 ESM From Intersection: 2 Miles: Font Hill Rd; SC-629E/W (Northumberland County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.44582 37.94535 To Intersection: 5.30 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.46016 37.98462

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 3.3 16 30976 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 5597 LF Yellow Notes:

73 Page 71 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 646 Milepost From: 6.48 Rte. 360 Subdivision: Lane: B Traf Grp: IX Milepost To: 9.58 Dead End From Intersection: 6.48 Miles: Northumberland Hwy; US-360W/E; Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.30064 37.86156 To Intersection: 9.58 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.28655 37.82584

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 3.1 18 32736 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - White 32736 LF

54020 - TY. A PAVEMENT LINE MARKING 4" - 28644 LF Yellow Notes:

74 Page 72 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 680 Milepost From: 0.5 .50 Mi. East of Rte. 624 Subdivision: Lane: B Traf Grp: III Milepost To: 0.92 ESM From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.50224 38.01277 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.49787 38.0172

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.42 16 3942 SY Asphalt:CRS-2 Aggregate:8P Notes:

75 Page 73 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 701 Milepost From: 0 Rte. 711 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.2 ESM From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.56735 37.94954 To Intersection: 0.20 Miles: Owl Town Rd; SC-711S/N (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.57151 37.95217

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.2 16 1877 SY Asphalt:CRS-2 Aggregate:8P Notes:

76 Page 74 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 708 Milepost From: 0 Int. Rte. 617 Subdivision: Lane: B Traf Grp: V Milepost To: 0.65 ESM From Intersection: 0 Miles: Lively Hope Rd; SC-617S/N (Northumberland County); SC-617S/N (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.59525 37.95819 To Intersection: 0.65 Miles: Stewart Ln; Walker Candie Ln; Woodland Dr; Dead End To Offset: 0 MI To X/Y Coordinates: -76.59668 37.96458

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.65 16 6101 SY Asphalt:CRS-2 Aggregate:8P Notes:

77 Page 75 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 709 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: V Milepost To: 0.91 ESM From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.52441 37.97666 To Intersection: 0.91 Miles: To Offset: 0 MI To X/Y Coordinates: -76.5378 37.98473

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.91 16 8542 SY Asphalt:CRS-2 Aggregate:8P Notes:

78 Page 76 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 711 Milepost From: 0 Rte. 360 Subdivision: Lane: B Traf Grp: IV Milepost To: 2.49 Rte. 360 From Intersection: 0 Miles: Richmond Rd; US-360W; US-360W From Offset: 0 MI From X/Y Coordinates: -76.5659 37.96464 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.57151 37.95217

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.49 16 23373 SY Asphalt:CRS-2 Aggregate:8P Notes:

79 Page 77 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 712 Milepost From: 0 Int. Rte. 202 Subdivision: Lane: B Traf Grp: IX Milepost To: 0.76 Rte. 712/622 Int. From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.55986 37.96961 To Intersection: 0.76 Miles: Harryhogan Rd; SC-622S/N (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.5589 37.97977

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.76 20 8917 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 8025 LF Yellow Notes:

80 Page 78 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 740 Milepost From: 0 Rte. 604 Subdivision: Lane: B Traf Grp: IV Milepost To: 1 ESM From Intersection: 0 Miles: Mob Neck Rd; SC-604W/E (Northumberland County); SC-604W/E (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.33639 37.93394 To Intersection: 1 Miles: Greenwood Beach Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.32336 37.93702

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1 16 9387 SY Asphalt:CRS-2 Aggregate:8P Notes:

81 Page 79 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 749 Milepost From: 0 Int. Rte. 618 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.8 ESM From Intersection: 0 Miles: Fruit Plain Rd; SC-618N/S (Northumberland County); SC-618N/S (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.60709 37.98775 To Intersection: 0.80 Miles: Gardys Ln; Dead End To Offset: 0 MI To X/Y Coordinates: -76.608 37.99686

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.8 16 7509 SY Asphalt:CRS-2 Aggregate:8P Notes:

82 Page 80 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 759 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: III Milepost To: 0.4 ESM From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.4767 38.00229 To Intersection: 0.40 Miles: Lewisetta Rd; SC-624N/S (Northumberland County); SC-624N/S (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.46909 38.00244

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.4 16 3755 SY Asphalt:CRS-2 Aggregate:8P Notes:

83 Page 81 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 781 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.82 Cul-de-Sac From Intersection: 0 Miles: Lewisetta Rd; SC-624N/S (Northumberland County); SC-624N/S (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.51423 38.00601 To Intersection: 0.82 Miles: Bon Harbor Rd; Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.52435 38.01224

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.82 18 8659 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 403 SY Asphalt:CRS-2 Aggregate:8P

Notes:

84 Page 82 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 785 Milepost From: 0.75 1.10 Mi. East of Rte. 624 Subdivision: Lane: B Traf Grp: IV Milepost To: 1.16 ESM From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.51124 38.0181 To Intersection: 1.16 Miles: To Offset: 0 MI To X/Y Coordinates: -76.51118 38.02381

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.41 16 3849 SY Asphalt:CRS-2 Aggregate:8P Notes:

85 Page 83 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 794 Milepost From: 0 Rte. 635 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.72 ESM From Intersection: 0 Miles: Fountain Gate Rd; Sandy Beach Rd; SC-635N/S (Northumberland County); SC-635S/N (Northumberland From Offset: County)0 MI From X/Y Coordinates: -76.39977 37.94675 To Intersection: 0.72 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.38872 37.95057

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.72 18 7603 SY Asphalt:CRS-2 Aggregate:8P Notes:

86 Page 84 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 820 Milepost From: 0 ESM Subdivision: Lane: B Traf Grp: V Milepost To: 1.34 Rte. 624 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.52788 38.00433 To Intersection: 1.34 Miles: Lewisetta Rd; SC-624N/S (Northumberland County); SC-624N/S (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.51431 38.00583

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.34 20 15723 SY Asphalt:CRS-2 Aggregate:8P Notes:

87 Page 85 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 842 Milepost From: 0 Rte. 625 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.66 Cul-de-Sac From Intersection: 0 Miles: Cowart Rd; SC-625E/W (Northumberland County); SC-625E/W (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.48972 38.0009 To Intersection: 0.66 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.48478 38.00195

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.66 18 6970 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 369 SY Asphalt:CRS-2 Aggregate:8P

Notes:

88 Page 86 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1048 Milepost From: 0 Rte. 624 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.67 Cul-de-Sac From Intersection: 0 Miles: Lewisetta Rd; Wrights Cove Dr; SC-624N/S (Northumberland County); SC-624N/S (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.51327 37.99486 To Intersection: 0.67 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.51327 37.99486

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.67 18 7075 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 325 SY Asphalt:CRS-2 Aggregate:8P

Notes:

89 Page 87 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1049 Milepost From: 0 Rte. 1048 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.14 Cul-de-Sac From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.51217 37.99647 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.51327 37.99486

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.14 18 1478 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 380 SY Asphalt:CRS-2 Aggregate:8P

Notes:

90 Page 88 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1060 Milepost From: 0 Rte. 604 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.8 Cul-de-Sac From Intersection: 0 Miles: Sydnors Millpond Rd; SC-604E/W (Northumberland County); SC-604E/W (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.39111 37.91183 To Intersection: 0.80 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.38224 37.91903

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.8 22 10325 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 452 SY Asphalt:CRS-2 Aggregate:8P

Notes:

91 Page 89 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1061 Milepost From: 0 Rte.1060 Subdivision: Lane: B Traf Grp: III Milepost To: 0.3 Cul-de-Sac From Intersection: 0 Miles: Oyster Way; Shellfield Dr; SC-1060W/E (Northumberland County); SC-1060W/E (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.38843 37.91686 To Intersection: 0.30 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.39006 37.9207

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.3 18 3168 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 415 SY Asphalt:CRS-2 Aggregate:8P

Notes:

92 Page 90 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1062 Milepost From: 0 Rte.1060 Subdivision: Lane: B Traf Grp: III Milepost To: 0.44 Cul-de-Sac From Intersection: 0 Miles: Oyster Way; SC-1060W/E (Northumberland County); SC-1060W/E (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.39018 37.91542 To Intersection: 0.44 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.39278 37.92064

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.44 18 4646 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 403 SY Asphalt:CRS-2 Aggregate:8P

Notes:

93 Page 91 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1095 Milepost From: 0 Rte. 794 Subdivision: Lane: B Traf Grp: I Milepost To: 0.2 ESM From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.39215 37.94647 To Intersection: 0.20 Miles: To Offset: 0 MI To X/Y Coordinates: -76.39447 37.94831

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.2 18 2112 SY Asphalt:CRS-2 Aggregate:8P Notes:

94 Page 92 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1096 Milepost From: 0 Rte. 794 Subdivision: Lane: B Traf Grp: I Milepost To: 0.18 ESM From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.39342 37.94868 To Intersection: 0.18 Miles: To Offset: 0 MI To X/Y Coordinates: -76.39542 37.95049

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.18 18 1901 SY Asphalt:CRS-2 Aggregate:8P Notes:

95 Page 93 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1226 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: III Milepost To: 0.22 Cul-de-Sac From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.32042 37.93538 To Intersection: 0.22 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.32042 37.93538

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 806 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL mainline 0.22 20 2581 SY Asphalt:CRS-2 Aggregate:8P

Notes:

96 Page 94 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1228 Milepost From: 0 Rte. 740 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.02 Rte. 1229 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.32278 37.93442 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.32333 37.93459

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.02 20 235 SY Asphalt:CRS-2 Aggregate:8P Notes:

97 Page 95 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1229 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: IV Milepost To: 0.57 Rte. 1226 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.32187 37.93258 To Intersection: 0.57 Miles: Riverside Ct; SC-1226W/E (Northumberland County); SC-1226W/E (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.32042 37.93538

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 403 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL mainline 0.57 20 6688 SY Asphalt:CRS-2 Aggregate:8P

Notes:

98 Page 96 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1233 Milepost From: 0 Dead End Subdivision: Lane: B Traf Grp: II Milepost To: 0.1 Rte. 1229 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.32302 37.93119 To Intersection: 0.10 Miles: Witch Duck Ln; SC-1229N/S (Northumberland County); SC-1229N/S (Northumberland County) To Offset: 0 MI To X/Y Coordinates: -76.32187 37.93258

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.1 20 1173 SY Asphalt:CRS-2 Aggregate:8P Notes:

99 Page 97 of 159 Schedule: ST-6B-12 Northumberland Co.

Route: 1235 Milepost From: 0 Rte. 740 Subdivision: Lane: B Traf Grp: III Milepost To: 0.17 Cul-de-Sac From Intersection: 0 Miles: Greenwood Beach Rd; SC-740E/W (Northumberland County); SC-740E/W (Northumberland County) From Offset: 0 MI From X/Y Coordinates: -76.32327 37.93593 To Intersection: 0.17 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.32465 37.93783

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.17 20 1995 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 403 SY Asphalt:CRS-2 Aggregate:8P

Notes:

100 Page 98 of 159 Schedule: ST-6B-12 Northumberland Co.

NOTE: This Page Has Been Left Blank Intentionally

101 Page 99 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 600 Milepost From: 1.12 2.04 Mi. S. Rte. 601 Subdivision: Lane: B Traf Grp: VI Milepost To: 1.75 1.41 Mi. S. Rte. 601 Int. From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.54758 37.86724 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.54012 37.86048

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.63 18 6653 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 2664 LF Yellow Notes:

100

102 Page 100 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 602 Milepost From: 1.31 Rte. 601 Int. Subdivision: Lane: B Traf Grp: VII Milepost To: 3.98 0.26 Mi. S. Rte. 612 Int. From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.64207 37.8721 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.57981 37.86869

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.67 18 28195 SY Asphalt:CRS-2 Aggregate:8P Notes:

101

103 Page 101 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 611 Milepost From: 0 Rte. 613 Int. Subdivision: Lane: B Traf Grp: V Milepost To: 1.5 Rte. 3 Int. From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.63804 37.89116 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.65786 37.88115

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.5 16 14080 SY Asphalt:CRS-2 Aggregate:8P Notes:

102

104 Page 102 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 613 Milepost From: 0 Rte. 608 Int. Subdivision: Lane: B Traf Grp: V Milepost To: 3.3 0.01 Mi. S. Rte. 3 Int. From Intersection: 0 Miles: Farnham Creek Rd; SC-608E/W (Richmond County); SC-608E/W (Richmond County) From Offset: 0 MI From X/Y Coordinates: -76.65786 37.88115 To Intersection: 3.30 Miles: History Land Hwy; VA-3W/E; VA-3W/E To Offset: 0 MI To X/Y Coordinates: -76.65786 37.88115

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 3.3 18 34848 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 500 LF Yellow Notes:

103

105 Page 103 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 614 Milepost From: 0.07 Rte. 669 Int. Subdivision: Lane: B Traf Grp: V Milepost To: 2.27 Rte. 642 Int. From Intersection: 0.07 Miles: Headley Ln; SC-669N/S (Richmond County) From Offset: 0 MI From X/Y Coordinates: -76.70564 37.85039 To Intersection: 2.27 Miles: Sharps Rd; Suggetts Point Rd; SC-642S/N (Richmond County); SC-642S/N (Richmond County) To Offset: 0 MI To X/Y Coordinates: -76.70544 37.87222

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.2 17 21941 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 400 LF Yellow Notes:

104

106 Page 104 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 619 Milepost From: 0 0.01 Mi. E. Rte. 3 Subdivision: Lane: B Traf Grp: VI Milepost To: 3.1 Rte. 627 Int. From Intersection: 0 Miles: History Land Hwy; VA-3W/E; VA-3W/E From Offset: 0 MI From X/Y Coordinates: -76.67274 37.90319 To Intersection: 3.10 Miles: Drinking Swamp Rd; SC-627E/W (Richmond County) To Offset: 0 MI To X/Y Coordinates: -76.65948 37.93256

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 3.1 18 32736 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 31336 LF Yellow Notes:

105

107 Page 105 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 622 Milepost From: 2.5 0.01 Mi. E. Rte. 624 Int. Subdivision: Lane: B Traf Grp: V Milepost To: 4.8 0.01 Mi. W. Rte. 638 Int. From Intersection: 2.50 Miles: Newland Rd; SC-624N/S (Richmond County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.85288 38.08122 To Intersection: 4.80 Miles: Oak Row Rd; SC-638N/S (Richmond County); Overlap Terminus To Offset: 0 MI To X/Y Coordinates: -76.84291 38.08347

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.3 18 24288 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 2640 LF Yellow Notes:

106

108 Page 106 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 651 Milepost From: 0 Rte. 614 Int. Subdivision: Lane: B Traf Grp: IV Milepost To: 2.12 Rte. 642 Int. From Intersection: 0 Miles: Beaver Dam Rd; SC-614N/S (Richmond County); SC-614N/S (Richmond County) From Offset: 0 MI From X/Y Coordinates: -76.70544 37.87222 To Intersection: 2.12 Miles: Sharps Rd; SC-642S/N (Richmond County); SC-642S/N (Richmond County) To Offset: 0 MI To X/Y Coordinates: -76.67886 37.88005

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 2.12 18 22387 SY Asphalt:CRS-2 Aggregate:8P Notes:

107

109 Page 107 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 655 Milepost From: 0 Dead End Subdivision: Lane: B Traf Grp: III Milepost To: 1.25 Rte. 614 Int. From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.71734 37.83582 To Intersection: 1.25 Miles: Suggetts Point Rd; SC-614S/N (Richmond County); SC-614S/N (Richmond County) To Offset: 0 MI To X/Y Coordinates: -76.70564 37.85039

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.25 16 11733 SY Asphalt:CRS-2 Aggregate:8P Notes:

108

110 Page 108 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 686 Milepost From: 0 Int. Rte. 697 Subdivision: Lane: B Traf Grp: VIII Milepost To: 0.15 0.01 Mi. S. Rte. 360 From Intersection: 0 Miles: Indianfield Rd; SC-697W/E (Richmond County); SC-697W/E (Richmond County) From Offset: 0 MI From X/Y Coordinates: -76.71348 37.94896 To Intersection: 0.15 Miles: Pocahontas Dr; Richmond Rd; US-360E; US-360E; FR-815E/W To Offset: 0 MI To X/Y Coordinates: -76.71348 37.94896

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.15 20 1760 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 1584 LF Yellow Notes:

109

111 Page 109 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 689 Milepost From: 0 Cul-de-Sac Subdivision: Lane: B Traf Grp: IV Milepost To: 0.19 Rte. 3 Int. From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.65697 37.89299 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.65552 37.89053

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 357 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL mainline 0.19 16 1783 SY Asphalt:CRS-2 Aggregate:8P

Notes:

110

112 Page 110 of 159 Schedule: ST-6B-12 Richmond Co.

Route: 692 Milepost From: 0 0.01 Mi. S. Rte. 3 Int. Subdivision: Lane: B Traf Grp: VII Milepost To: 0.62 0.01 Mi. N. Rte. 3 Int. From Intersection: 0 Miles: History Land Hwy; VA-3W/E; VA-3W/E From Offset: 0 MI From X/Y Coordinates: -76.62441 37.88077 To Intersection: 0.62 Miles: History Land Hwy; VA-3W/E; VA-3W/E To Offset: 0 MI To X/Y Coordinates: -76.62923 37.88729

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 0.62 19 6911 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 6547 LF Yellow Notes:

111

113 Page 111 of 159 Schedule: ST-6B-12 Richmond Co.

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112

114 Page 112 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 604 Milepost From: 1.22 Rte. 202 Subdivision: Lane: B Traf Grp: IX Milepost To: 5.69 Rte. 610 From Intersection: 1.22 Miles: Cople Hwy; VA-202E/W; VA-202E/W From Offset: 0 MI From X/Y Coordinates: -76.62377 38.04243 To Intersection: 5.69 Miles: Tucker Hill Rd; SC-610E/W (Westmoreland County); Overlap Terminus To Offset: 0 MI To X/Y Coordinates: -76.55898 38.06436

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 4.47 21 55070 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - White 47203 LF

54020 - TY. A PAVEMENT LINE MARKING 4" - 47203 LF Yellow Notes:

113

115 Page 113 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 604 Milepost From: 5.69 Rte. 610 Subdivision: Lane: B Traf Grp: IX Milepost To: 6.97 Rte. 610 From Intersection: 5.69 Miles: Tucker Hill Rd; SC-610E/W (Westmoreland County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.55898 38.06436 To Intersection: 6.97 Miles: Skipjack Rd; SC-610E/W (Westmoreland County); SC-610E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.53626 38.06747

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16162 - MODIFIED DOUBLE SEAL mainline 1.28 20 15019 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - White 6400 LF

54020 - TY. A PAVEMENT LINE MARKING 4" - 6400 LF Yellow Notes:

114

116 Page 114 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 612 Milepost From: 7.35 Rte. 616 Subdivision: Lane: B Traf Grp: VI Milepost To: 9.65 Rte. 626 From Intersection: 7.35 Miles: Tavern Run Rd; SC-616S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.68831 38.05977 To Intersection: 9.65 Miles: Beales Mill Rd; SC-626N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.69624 38.04039

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 2.3 19 25637 SY Asphalt:CRS-2 Aggregate:8P Notes:

115

117 Page 115 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 628 Milepost From: 0 West/King George Co. Line Subdivision: Lane: B Traf Grp: VII Milepost To: 1.36 Rte. 631 Int. From Intersection: 0 Miles: Stoney Knoll Rd; SC-628E/W (King George County); JB:WESTLAND CL/KING GEO CL From Offset: 0 MI From X/Y Coordinates: -77.05112 38.22006 To Intersection: 1.36 Miles: Longfield Rd; SC-631N/S (Westmoreland County); SC-631N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -77.0276 38.22581

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.36 18 14362 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 14362 LF Yellow Notes:

116

118 Page 116 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 640 Milepost From: 2.5 Rte. 625 Subdivision: Lane: B Traf Grp: VI Milepost To: 6.07 Rte. 624 From Intersection: 2.50 Miles: Horners Mill Rd; SC-625W/E (Westmoreland County); Overlap Terminus From Offset: 0 MI From X/Y Coordinates: -76.969 38.12677 To Intersection: 6.07 Miles: Flat Iron Rd; SC-624N/S (Westmoreland County); SC-624N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.92302 38.14356

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 3.57 18 37699 SY Asphalt:CRS-2 Aggregate:8P Notes:

117

119 Page 117 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 649 Milepost From: 0 Rte. 645 Subdivision: Lane: B Traf Grp: VI Milepost To: 1.6 ESM From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.73487 38.10399 To Intersection: 1.60 Miles: Barnes Creek Ct; Dead End To Offset: 0 MI To X/Y Coordinates: -76.72555 38.11981

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.6 18 16896 SY Asphalt:CRS-2 Aggregate:8P Notes:

118

120 Page 118 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 672 Milepost From: 0 Rte. 645 Subdivision: Lane: B Traf Grp: V Milepost To: 0.87 ESM From Intersection: 0 Miles: Zacata Rd; SC-645E/W (Westmoreland County); SC-645E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.76865 38.12457 To Intersection: 0.87 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.76595 38.13739

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.87 20 10208 SY Asphalt:CRS-2 Aggregate:8P Notes:

119

121 Page 119 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 676 Milepost From: 0 Rte. 645 Subdivision: Lane: B Traf Grp: V Milepost To: 0.42 ESM From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.75983 38.12278 To Intersection: 0.42 Miles: Poor Jack Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.74773 38.12795

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.42 19 4682 SY Asphalt:CRS-2 Aggregate:8P Notes:

120

122 Page 120 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 702 Milepost From: 0 Dead End Subdivision: Lane: B Traf Grp: II Milepost To: 1.3 Rte. 616 From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.65762 38.04944 To Intersection: 1.30 Miles: Tavern Run Rd; SC-616S/N (Westmoreland County); SC-616S/N (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.65762 38.04944

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.3 17 12965 SY Asphalt:CRS-2 Aggregate:8P Notes:

121

123 Page 121 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1015 Milepost From: 0 Rte. 649 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.36 Cul-de-Sac From Intersection: 0 Miles: Federal Farm Rd; SC-649S/N (Westmoreland County); SC-649S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.73085 38.12121 To Intersection: 0.36 Miles: Skyview Dr; Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.73169 38.12611

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.36 18 3802 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 403 SY Asphalt:CRS-2 Aggregate:8P

Notes:

122

124 Page 122 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1016 Milepost From: 0 Rte. 1015 Subdivision: Lane: B Traf Grp: III Milepost To: 0.25 Cul-de-Sac From Intersection: 0 Miles: Skyview Dr; SC-1015N/S (Westmoreland County); SC-1015N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.73105 38.12524 To Intersection: 0.25 Miles: Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.72804 38.12779

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.25 18 2640 SY Asphalt:CRS-2 Aggregate:8P 16161 - MODIFIED SINGLE SEAL cul-de-sac 0 314 SY Asphalt:CRS-2 Aggregate:8P

Notes:

123

125 Page 123 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1017 Milepost From: 0 Rte. 649 Subdivision: Lane: B Traf Grp: III Milepost To: 0.32 Cul-de-Sac From Intersection: 0 Miles: Federal Farm Rd; SC-649S/N (Westmoreland County); SC-649S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.72696 38.12111 To Intersection: 0.32 Miles: Nomini Bay Dr; Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.72566 38.12558

Notes:

124

126 Page 124 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1018 Milepost From: 0 Rte. 649 Subdivision: Lane: B Traf Grp: IV Milepost To: 0.24 ESM From Intersection: 0 Miles: Dead End From Offset: 0 MI From X/Y Coordinates: -76.72725 38.11739 To Intersection: 0.24 Miles: Federal Farm Rd; SC-649S/N (Westmoreland County); SC-649S/N (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.72562 38.11996

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.24 18 2534 SY Asphalt:CRS-2 Aggregate:8P Notes:

125

127 Page 125 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1102 Milepost From: 1.5 Rte. 205Y Subdivision: Lane: B Traf Grp: IV Milepost To: 1.78 Rte. 1113 From Intersection: 1.50 Miles: WYE VA-205W/E; WYE VA-205W/E From Offset: 0 MI From X/Y Coordinates: -76.96362 38.25466 To Intersection: 1.78 Miles: SC-1113E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96362 38.25832

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.28 17 2793 SY Asphalt:CRS-2 Aggregate:8P Notes:

126

128 Page 126 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1112 Milepost From: 0 Rte. 205Y Subdivision: Lane: B Traf Grp: VI Milepost To: 0.28 Rte. 1113 From Intersection: 0 Miles: WYE VA-205W/E; WYE VA-205W/E From Offset: 0 MI From X/Y Coordinates: -76.96426 38.25464 To Intersection: 0.28 Miles: SC-1113E/W (Westmoreland County); SC-1113E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96428 38.25839

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.28 17 2793 SY Asphalt:CRS-2 Aggregate:8P Notes:

127

129 Page 127 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1113 Milepost From: 0.13 Rte. 1132 Subdivision: Lane: B Traf Grp: V Milepost To: 0.19 Rte. 1102 From Intersection: 0.13 Miles: SC-1132N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.96428 38.25839 To Intersection: 0.19 Miles: SC-1102N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96428 38.25839

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.06 16 563 SY Asphalt:CRS-2 Aggregate:8P Notes:

128

130 Page 128 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1121 Milepost From: 0.54 Rte. 1130 Subdivision: Lane: B Traf Grp: VII Milepost To: 1.28 Rte. 1103 From Intersection: 0.54 Miles: SC-1130E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.9614 38.23958 To Intersection: 1.28 Miles: SC-1103E/W (Westmoreland County); SC-1103E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96548 38.24975

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.74 18 7814 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - 7814 LF Yellow Notes:

129

131 Page 129 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1422 Milepost From: 0 Rte. 1421 Subdivision: Lane: B Traf Grp: V Milepost To: 0.22 ESM From Intersection: 0 Miles: Gordon Way; Riverview Rd; SC-1421E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.88708 38.17848 To Intersection: 0.22 Miles: Potomac Ave; Riverview Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.88425 38.17627

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.22 18 2323 SY Asphalt:CRS-2 Aggregate:8P Notes:

130

132 Page 130 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1423 Milepost From: 0 Dead End Subdivision: Lane: B Traf Grp: IV Milepost To: 0.68 Rte. 1420 From Intersection: 0 Miles: Popes Creek Ave; Dead End From Offset: 0 MI From X/Y Coordinates: -76.89037 38.18238 To Intersection: 0.68 Miles: Horner Rd; Popes Creek Ave; Riverview Rd; SC-1420S/N (Westmoreland County); SC-1420S/N To Offset: (Westmoreland0 MI County) To X/Y Coordinates: -76.89037 38.18238

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.68 18 7181 SY Asphalt:CRS-2 Aggregate:8P Notes:

131

133 Page 131 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1302 Milepost From: 0 Rte. 1327 Subdivision: WESTMORELAND SHORES Lane: B Traf Grp: V Milepost To: 1.21 Rte. 1309 From Intersection: 0 Miles: Alma Ln; SC-1327E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.96591 38.22171 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.97282 38.23315

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 1.21 18 12778 SY Asphalt:CRS-2 Aggregate:8P

Notes:

132

134 Page 132 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1308 Milepost From: 0 Rte. 1302 Subdivision: WESTMORELAND SHORES Lane: B Traf Grp: III Milepost To: 0.54 Rte. 633 From Intersection: 0 Miles: Holly Vista Dr; SC-633S/N (Westmoreland County); SC-633N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.97129 38.22249 To Intersection: 0.54 Miles: Shore Dr; SC-1302N/S (Westmoreland County); SC-1302N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.97089 38.22784

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.54 17 5386 SY Asphalt:CRS-2 Aggregate:8P Notes:

133

135 Page 133 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1322 Milepost From: 0 Rte. 1324 Subdivision: WESTMORELAND SHORES Lane: B Traf Grp: II Milepost To: 0.29 Rte. 1325 From Intersection: 0 Miles: Mattox Bay Dr; SC-1324N/S (Westmoreland County); SC-1324N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.96956 38.21632 To Intersection: 0.29 Miles: Sebastian Ave; SC-1325N/S (Westmoreland County); SC-1325N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.9739 38.21842

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.29 18 3062 SY Asphalt:CRS-2 Aggregate:8P Notes:

134

136 Page 134 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 682 Milepost From: 0.34 Rte. 1341 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: II Milepost To: 0.87 ESM From Intersection: 0.34 Miles: Lee St; SC-1341E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95679 38.20129 To Intersection: 0.87 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.95057 38.20276

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.53 18 5597 SY Asphalt:CRS-2 Aggregate:8P

Notes:

135

137 Page 135 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1335 Milepost From: 0 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: III Milepost To: 0.16 Rte. 1339 From Intersection: 0 Miles: Ebb Tide Dr; Richmond Rd; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95679 38.20129 To Intersection: 0.16 Miles: Guthrie Rd; SC-1339E/W (Westmoreland County); SC-1339E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95643 38.20354

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.16 18 1690 SY Asphalt:CRS-2 Aggregate:8P Notes:

136

138 Page 136 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1336 Milepost From: 0 Rte. 1337 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: III Milepost To: 0.09 ESM From Intersection: 0 Miles: Pearson Dr; SC-1337N/S (Westmoreland County); SC-1337N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95491 38.20553 To Intersection: 0.09 Miles: Blackwell Rd; Short St; Cul-de-Sac To Offset: 0 MI To X/Y Coordinates: -76.95491 38.20553

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.09 16 845 SY Asphalt:CRS-2 Aggregate:8P Notes:

137

139 Page 137 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1337 Milepost From: 0 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: V Milepost To: 0.34 ESM From Intersection: 0 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.9543 38.20312 To Intersection: 0.34 Miles: Pearson Dr; Dead End To Offset: 0 MI To X/Y Coordinates: -76.95512 38.20692

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.34 18 3590 SY Asphalt:CRS-2 Aggregate:8P Notes:

138

140 Page 138 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1338 Milepost From: 0 Rte. 1339 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: IV Milepost To: 0.08 Rte. 1337 From Intersection: 0 Miles: Guthrie Rd; SC-1339E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95731 38.20367 To Intersection: 0.08 Miles: Pearson Dr; SC-1337N/S (Westmoreland County); SC-1337N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95639 38.20497

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.08 18 845 SY Asphalt:CRS-2 Aggregate:8P Notes:

139

141 Page 139 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1339 Milepost From: 0 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: III Milepost To: 0.14 ESM From Intersection: 0 Miles: Guthrie Rd; Sunset Cir; SC-1338S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95643 38.20354 To Intersection: 0.14 Miles: Ebb Tide Dr; Guthrie Rd; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95643 38.20354

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.14 18 1478 SY Asphalt:CRS-2 Aggregate:8P Notes:

140

142 Page 140 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1340 Milepost From: 0 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: V Milepost To: 0.43 ESM From Intersection: 0 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.96107 38.19848 To Intersection: 0.43 Miles: E Potomac Dr; W Potomac Dr; SC-1342S/N (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96035 38.20381

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.43 18 4541 SY Asphalt:CRS-2 Aggregate:8P Notes:

141

143 Page 141 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1341 Milepost From: 0 Rte. 1340 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: IV Milepost To: 0.16 Rte. 682 From Intersection: 0 Miles: W Potomac Dr; SC-1340N/S (Westmoreland County); SC-1340N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95901 38.20051 To Intersection: 0.16 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95901 38.20051

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.16 18 1690 SY Asphalt:CRS-2 Aggregate:8P Notes:

142

144 Page 142 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1342 Milepost From: 0 Rte. 1341 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: III Milepost To: 0.25 Rte. 1340 From Intersection: 0 Miles: Lee St; SC-1341E/W (Westmoreland County); SC-1341E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95901 38.20051 To Intersection: 0.25 Miles: W Potomac Dr; SC-1340N/S (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.96035 38.20381

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.25 18 2640 SY Asphalt:CRS-2 Aggregate:8P Notes:

143

145 Page 143 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1343 Milepost From: 0 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: II Milepost To: 0.66 Rte. 682 From Intersection: 0 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95142 38.20187 To Intersection: 0.66 Miles: Ebb Tide Dr; Wheeler Way; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95142 38.20187

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.66 18 6970 SY Asphalt:CRS-2 Aggregate:8P Notes:

144

146 Page 144 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1344 Milepost From: 0 Rte. 1343 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: I Milepost To: 0.13 Rte. 682 From Intersection: 0 Miles: Latane Dr; SC-1343E/W (Westmoreland County); SC-1343E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95142 38.20187 To Intersection: 0.13 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95315 38.20329

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.13 18 1373 SY Asphalt:CRS-2 Aggregate:8P Notes:

145

147 Page 145 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1344 Milepost From: 0.13 Rte. 682 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: I Milepost To: 0.34 ESM From Intersection: 0.13 Miles: Ebb Tide Dr; SC-682W/E (Westmoreland County); SC-682W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95315 38.20329 To Intersection: 0.34 Miles: Blackwell Rd; Dead End To Offset: 0 MI To X/Y Coordinates: -76.95393 38.20604

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.21 18 2218 SY Asphalt:CRS-2 Aggregate:8P Notes:

146

148 Page 146 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1349 Milepost From: 0 Rte. 1337 Subdivision: EBB RIDE ESTATES Lane: B Traf Grp: I Milepost To: 0.13 Rte. 1336 From Intersection: 0 Miles: Pearson Dr; SC-1337N/S (Westmoreland County); SC-1337N/S (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.95496 38.20379 To Intersection: 0.13 Miles: Blackwell Rd; SC-1336W/E (Westmoreland County); SC-1336W/E (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.95491 38.20553

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.13 18 1373 SY Asphalt:CRS-2 Aggregate:8P Notes:

147

149 Page 147 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1603 Milepost From: 0 Rte. 1605 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: IV Milepost To: 0.29 Rte. 1601 From Intersection: 0 Miles: Knights Way; SC-1605W/E (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.80343 38.16428 To Intersection: 0.29 Miles: N Independence Dr; SC-1601E/W (Westmoreland County); SC-1601E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.80451 38.16554

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.29 19 3233 SY Asphalt:CRS-2 Aggregate:8P

Notes:

148

150 Page 148 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1604 Milepost From: 0 Rte. 1603 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: III Milepost To: 0.3 ESM From Intersection: 0 Miles: Lands End Dr; SC-1603S/N (Westmoreland County); SC-1603S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.80343 38.16428 To Intersection: 0.30 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.79827 38.16374

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.3 19 3344 SY Asphalt:CRS-2 Aggregate:8P Notes:

149

151 Page 149 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1605 Milepost From: 0 Rte. 1603 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: I Milepost To: 0.13 Rte. 1604 From Intersection: 0 Miles: Lands End Dr; SC-1603S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.80247 38.16292 To Intersection: 0.13 Miles: Queens Way; SC-1604E/W (Westmoreland County); SC-1604E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.80064 38.16414

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.13 19 1449 SY Asphalt:CRS-2 Aggregate:8P Notes:

150

152 Page 150 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1610 Milepost From: 0 Rte. 1602 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: III Milepost To: 0.54 Rte. 1607 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.77588 38.15955 To Intersection: 0.54 Miles: To Offset: 0 MI To X/Y Coordinates: -76.78147 38.16746

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.54 18 5702 SY Asphalt:CRS-2 Aggregate:8P Notes:

151

153 Page 151 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1611 Milepost From: 0 Rte. 1601 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: IV Milepost To: 0.27 Rte. 1613 From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.80852 38.1618 To Intersection: 0.27 Miles: N Independence Dr; SC-1601E/W (Westmoreland County); SC-1601E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.80793 38.16242

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.27 18 2851 SY Asphalt:CRS-2 Aggregate:8P Notes:

152

154 Page 152 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1613 Milepost From: 0 Rte. 1611 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: II Milepost To: 0.12 Rte. ESM From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.80944 38.15976 To Intersection: 0.12 Miles: To Offset: 0 MI To X/Y Coordinates: -76.80987 38.16124

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.12 18 1267 SY Asphalt:CRS-2 Aggregate:8P Notes:

153

155 Page 153 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1615 Milepost From: 0 Rte. 1601 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: II Milepost To: 0.33 Rte. 1629 From Intersection: 0 Miles: From Offset: 0 MI From X/Y Coordinates: -76.78764 38.16344 To Intersection: 0.33 Miles: To Offset: 0 MI To X/Y Coordinates: -76.78932 38.16705

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.33 18 3485 SY Asphalt:CRS-2 Aggregate:8P Notes:

154

156 Page 154 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1617 Milepost From: 0 Rte. 1601 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: III Milepost To: 0.22 Rte. 1601 From Intersection: 0 Miles: N Independence Dr; SC-1601E/W (Westmoreland County); SC-1601E/W (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.79279 38.16735 To Intersection: 0.22 Miles: N Independence Dr; SC-1601E/W (Westmoreland County); SC-1601E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.78854 38.16784

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.22 20 2581 SY Asphalt:CRS-2 Aggregate:8P Notes:

155

157 Page 155 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1622 Milepost From: 0 ESM Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: II Milepost To: 0.25 Rte. 1601 From Intersection: 0 Miles: Cul-de-Sac From Offset: 0 MI From X/Y Coordinates: -76.78394 38.16081 To Intersection: 0.25 Miles: N Independence Dr; SC-1601E/W (Westmoreland County); SC-1601E/W (Westmoreland County) To Offset: 0 MI To X/Y Coordinates: -76.7813 38.16338

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.25 18 2640 SY Asphalt:CRS-2 Aggregate:8P Notes:

156

158 Page 156 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1625 Milepost From: 0 Rte. 1611 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: I Milepost To: 0.19 ESM From Intersection: 0 Miles: Timberland Dr; SC-1611S/N (Westmoreland County); SC-1611S/N (Westmoreland County) From Offset: 0 MI From X/Y Coordinates: -76.80793 38.16242 To Intersection: 0.19 Miles: Dead End To Offset: 0 MI To X/Y Coordinates: -76.80571 38.16092

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.19 18 2006 SY Asphalt:CRS-2 Aggregate:8P Notes:

157

159 Page 157 of 159 Schedule: ST-6B-12 Westmoreland Co.

Route: 1628 Milepost From: 0 Rte. 1611 Subdivision: STRATFORD HARBOUR Lane: B Traf Grp: II Milepost To: 0.1 ESM From Intersection: From Offset: 0 MI From X/Y Coordinates: -76.80771 38.16052 To Intersection: To Offset: 0 MI To X/Y Coordinates: -76.80852 38.1618

Item Code & Description Detail Len(mi) Wid(ft) Dep(in) Gal/SqYd Lbs/SqYd Quantity UOM 16161 - MODIFIED SINGLE SEAL mainline 0.1 18 1056 SY Asphalt:CRS-2 Aggregate:8P Notes:

158

160 Page 158 of 159 Schedule: ST-6B-12 Westmoreland Co.

NOTE: This Page Has Been Left Blank Intentionally

159

161 Page 159 of 159 Schedule: ST-6B-12 Schedule Totals Item Quantity UOM 16161 - MODIFIED SINGLE SEAL 840419 SY Asphalt:CRS-2 Aggregate:8P 16162 - MODIFIED DOUBLE SEAL 402704 SY Asphalt:CRS-2 Aggregate:8P 54020 - TY. A PAVEMENT LINE MARKING 4" - White 86339 LF 54020 - TY. A PAVEMENT LINE MARKING 4" – Yellow 230343 LF 24265 - Maintenance Of Traffic 1 LS

Schedule Notes

Surface Treatment is to be applied only to the Mainline for a given route. Connections at intersecting routes are not included.

160

162 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

TRAFFIC MANAGEMENT PLAN 2012 Surface Treatment Schedules Fredericksburg District Project Number ST-6B-12

INTRODUCTION

Fredericksburg District Maintenance proposes resurfacing of various routes (see 2012 Surface Treatment Schedule for a list of locations) within the District. All work shall be done in accordance with District’s limitations of operations and location specific restrictions.

TEMPORARY TRAFFIC CONTROL PLAN

General Notes • The project location is on various Primary and Secondary routes in the Fredericksburg District (see 2012 Surface Treatment Schedule for a list of locations). • The work zones shall be maintained according to the Virginia Work Area Protection Manual. The following traffic control specifications from the Virginia Work Area Protection Manual (May 2005) will be used: TTC-4, TTC-12, TTC- 13, TTC-14, TTC-18, TTC-19, TCC-20, TTC-22, TCC-21 and TCC-23 as required. • The volumes of traffic vary from low (Traffic Group II) to high (Traffic Group XVIII) with all types of traffic using this highway. Types of traffic include trucks, commuters, travelers and residents. • Routes to be resurfaced carry between 10 and 40,000 AADT (Average Annual Daily Traffic). • There are no identified areas within the right of way for the contractor to store equipment and materials. The contractor must make arrangements for these areas according to VDOT policies. • Section 46.2-834 of the Highway Laws of Virginia limits the control of traffic in a signalized intersection to law- enforcement personnel and uniformed school crossing guards only. For control of Traffic in a signalized intersection, the use of law-enforcement personnel shall be used.

Special Details There are no special details for this project that are not addressed in the Virginia Work Area Protection Manual.

PUBLIC COMMUNICATIONS PLAN

• The public communications plan is combined into step 3 of the Transportation Operations Plan below. The lane closures will be governed by the times established by the Regional Traffic Engineer for lane closure periods.

161 163 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

TRANSPORTATION MANAGEMENT PLAN

1) The process to notify the Regional Transportation Management Center to place lane closure information on the 511 system and VOIS will be: a) Contractor is to advise the VDOT Project Inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b) Project Inspector is to advise Fredericksburg Traffic Management Center of proposed lane closure. 2) Haz-Mat Center (if spill involved) - 911. 3) Procedures to respond to and process of notification of traffic incidents that may occur in the work zone: a) Contractor to notify Virginia State Police and VDOT Inspector in charge. b) Inspector in Charge will notify: a) Traffic Management Center b) Project Maintenance of Traffic Coordinators (Inspector) To Be Determined. c) Project Manager (Construction Manager) d) Area Construction Engineer e) Residency Maintenance Manager f) District Work Zone Safety Coordinator within 48 hours g) Regional Traffic Engineer h) District Public Affairs Manager c) Depending upon severity of incident, contractor may have to shut down work. d) Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. e) Inspector will take pictures as necessary, especially pictures of contractor’s work zone to verify the proper setup. 4) The Virginia State Police will take control of the incident and direct its clearing and restoration to normal traffic conditions. 5) The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT Regional Operations representatives and the Virginia State Police (if necessary) to discuss modification and implementation of an improved traffic control plan.

162 164 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Northern Region: (Interstate I-95 Caroline, Spotsylvania and Stafford Counties)

Fredericksburg Residency Project Manager - Walt Harrison (540) 372-3549 Area Construction Engineer – Chris Williams (540) 654-1511 (540) 379-7661 cell Residency Maintenance Manager – Jake Porter (540) 899-4447 District Work Zone Safety Coordinator – Brian Fry (703) 259-2394 Regional Traffic Engineer – Randy Dittberner (703) 259-2353 District Public Affairs Manager – Kelly Hannon (540) 374-3344

Caroline - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 633-6799 Caroline County Sheriff Office (804) 633-5400 Caroline County Fire & Rescue (804) 633-5555

Spotsylvania – VDOT Traffic Operations Center (703) 877-3401 Virginia State Police (800) 572-2260 Spotsylvania County Sheriff Office (540) 582-7115 Spotsylvania County Fire & Rescue (540) 507-7900

Stafford - VDOT Traffic Operations Center (703) 877-3401 Virginia State Police (800) 572-2260 Stafford County Sheriff Office (540) 658-4400 Stafford County Fire & Rescue (540) 658-7200

163 165 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Central Region: Primary and Secondary System

Fredericksburg Residency Project Manager - Walt Harrison (540) 372-3549 Area Construction Engineer – Chris Williams (540) 654-1511 (540) 379-7661 cell Residency Maintenance Manager – Jake Porter (540) 899-4447 District Work Zone Safety Coordinator – Jeff Stone (540) 899-4541 (540) 907-8621 cell Regional Traffic Engineer – Dale Totten PE (804) 524 6119 District Public Affairs Manager – Kelly Hannon (540) 374-3344

Caroline - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 633-6799 Caroline County Sheriff Office (804) 633-5400 Caroline County Fire & Rescue (804) 633-5555

Spotsylvania – VDOT Traffic Operations Center (703) 877-3401 Virginia State Police (800) 572-2260 Spotsylvania County Sheriff Office (540) 582-7115 Spotsylvania County Fire & Rescue (540) 507-7900

Stafford - VDOT Traffic Operations Center (703) 877-3401 Virginia State Police (800) 572-2260 Stafford County Sheriff Office (540) 658-4400 Stafford County Fire & Rescue (540) 658-7200

164 166 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Central Region: Primary and Secondary System

Northern Neck Residency Project Manager – Wayne Mullins (804) 333-5313 ext14 Area Construction Engineer – David Steele (804) 333-7933 Residency Maintenance Manager – David Brown (804) 333-7941 District Work Zone Safety Coordinator – Jeff Stone (540) 899-4547 (540) 907-8621 cell Regional Traffic Engineer – Dale Totten PE (804) 524-6119 District Public Affairs Manager – Kelly Hannon (540) 374-3344

Lancaster - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 333-3800 Lancaster County Sheriff Office (804) 462-5111 Lancaster County Fire & Rescue (804) 462-5111

Northumberland - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 333-3800 Northumberland County Sheriff Office (804) 580-5221 Northumberland County Fire & Rescue (804) 453-7788

Richmond - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 333-3800 Richmond County Sheriff Office (804) 333-3611 Richmond County Fire (804) 333-4444 Richmond County Rescue (804) 333-4700

Westmoreland - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 333-3800 Westmoreland County Sheriff Office (804) 493-8066 Westmoreland County Fire (804) 493-9666 Westmoreland County Rescue (804) 472-2241

King George – VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 552-9965 King George County Sheriff Office (540) 775-2049 King George County Fire & Rescue (540) 775-9181

165 167 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Central Region: Primary and Secondary System

Saluda Residency Project Manager – Steve Waldron (804) 758-2321 Area Construction Engineer – David Steele (804) 333-7933 Residency Maintenance Manager – Sean Trapani (804) 758-2321 District Work Zone Safety Coordinator –Jeff Stone (540) 899-4547 (540) 907-8621 cell Regional Traffic Engineer – Dale Totten P.E. (804) 524-6119 District Public Affairs Manager – Kelly Hannon (540) 374-3344

Gloucester - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 582-8350 Gloucester County Sheriff Office (804) 693-3890 Gloucester County Fire & Rescue (804) 693-3890

King & Queen - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 552-9965 King & Queen County Sheriff Office (804) 785-7400 King & Queen County Fire & Rescue (804) 785-7400

Mathews - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 582-8350 Mathews County Sheriff Office (804) 725-7177 Mathews County Fire & Rescue (804) 725-7177

Middlesex - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 582-8350 Middlesex County Sheriff Office (804) 758-2779 Middlesex County Fire & Rescue (804) 758-2779

Essex - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (804) 333-3800 Essex County Sheriff Office (804) 443-3346 Essex County Fire & Rescue (804) 443-3346

King William - VDOT Traffic Operations Center (804) 796-4520 (866) 378-7743 Virginia State Police (800) 552-9965 King William County Sheriff Office (804) 769-0999 King William County Fire & Rescue (804) 769-0999

166 168 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 (c100mv5-1011) 2012 VOLUME 2 SURFACE TREATMENT AMENDMENTS

The Supplemental Specifications (SSs), Special Provisions (SPs) and Special Provision Copied Notes (SPCNs) contained in the accompanying contract document assembly titled “Separate-Cover Contract Documents” are amended for this project. The provisions of this Special Provision Copied Note (SPCN) are written specifically to modify, by amendment, the “Separate-Cover Contract Documents” assembly for this project. Such amendments are as follows:

The Special Provision for DIVISION I—GENERAL PROVISIONS (2012 SURFACE TREATMENT SCHEDULES) dated September 29, 2011 is amended by adding the following:

Section 108.02—Limitation Of Operations is amended to add the following:

All pavement placement operations shall be completed by October 1, 2012.

~~~~~~

The Special Provision for ASPHALT SURFACE TREATMENT dated August 10, 2010 is amended as follows:

Section IV.(c) District-Specific Exceptions for Modified Single Seal and Modified Double Seal Treatments and Seal Treatment is amended to add the following:

Fredericksburg District (only Caroline, Spotsylvania, and Stafford Counties) — The blot coat for use in modified single seal and modified double seal shall be manufactured stone sand conforming to Section 202 of the Specifications.

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169 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 The Special Provision for SECTION 512—MAINTAINING TRAFFIC (ASPHALT SCHEDULES) dated September 13, 2011 is replaced with the following:

S512LM7-1011

VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SECTION 512—MAINTAINING TRAFFIC (ASPHALT SCHEDULES)

October 19, 2011

SECTION 512—MAINTAINING TRAFFIC of the Specifications is amended as follows:

Section 512.01—Description is replaced by the following:

This work shall consist of maintaining and protecting traffic through areas of construction, maintaining public and private entrances and mailbox turnouts, and protecting the traveling public within the limits of the project in accordance with the requirements of the Virginia Work Area Protection Manual (VWAPM), the “Typical Traffic Control” notes and drawings herein, and the Contract documents or as directed by the Engineer.

Section 512.03—Procedures is amended to include the following after the second paragraph:

The Contractor shall use the requirements in the traffic control layout details in the VWAPM, the “Typical Traffic Control” notes and drawings herein, and the Contract for control of traffic during the resurfacing of roadway pavements. The “Typical Traffic Control” notes and drawings herein shall be considered as amendments added to the Virginia Work Area Protection Manual. In the event the work site requires a different layout or a modification of the aforementioned layouts, the Engineer must approve the Contractor’s design prior to use.

Traffic Groups based on the vehicles per day (ADT) are as follows:

Traffic Group ADT Traffic Group ADT I 0-9 X 2,000-2,999 II 10-24 XI 3,000-3,999 III 25-49 XII 4,000-4,999 IV 50-99 XIII 5,000-5,999 V 100-249 XIV 6,000-9,999 VI 250-399 XV 10,000-14,999 VII 400-749 XVI 15,000-19,999 VIII 750-999 XVII 20,000-29,999 IX 1,000-1,999 XVIII 30,000-39,999 XIX 40,000 & over

Section 512.03—Procedures is amended to replace (a) and (b) with the following:

(a) Signs: The Contractor shall furnish and install temporary sign panels necessary for the project which shall include but not be limited to, maintenance of traffic, and begin and end of construction. The Contractor shall also furnish and install those signs not listed in the VWAPM, the “Typical Traffic Control” notes and drawings herein, or the Contract (such as “Loose Gravel”, “Unmarked Pavement Ahead”, and “Low Shoulder”) that may be required by the Engineer to ensure the safety of the traveling public for this project.

170 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Signs and their placement shall conform to the requirements of the Virginia Work Area Protection Manual, the MUTCD, the “Typical Traffic Control” notes and drawings herein, the Contract documents and as directed by the Engineer. The Contractor shall submit to the Engineer a sketch of his proposed construction sign layout for approval prior to installation. The Contractor shall furnish supports, i.e., wood posts and barrier and wall attachments, and hardware for use with the temporary sign panels. In lieu of using wood posts, the Contractor may request permission from the Engineer to use alternate products on the Special Products Evaluation List. The request shall contain all information related to the manufacturer’s installation requirements, including but not limited to, post spacing and the square footage of sign panel the product can support based on AASHTO’s requirements for a wind speed of 60 miles per hour. The Contractor shall be responsible for covering, uncovering, or removing and reinstalling existing signs that conflict with the signs needed for maintenance of traffic. Covering of existing signs shall be accomplished in accordance with the requirements of Section 701.03(d) of the Specifications. The Contractor shall furnish and install flags for the temporary sign panels as directed by the Engineer except flags will not be required for use on portable sign supports. Signs shall be installed and attached to wooden supports in accordance with Standard WSP-1 of the Department’s Road and Bridge Standards. The size and number of wooden supports shall be in accordance with the standard drawings. When alternate products for supports are approved for use by the Engineer, the supports, including size and number, and signs shall be installed in accordance with the manufacturer’s recommendation.

Retroreflective flexible sign base materials conforming to the requirements of Section 247 of the Specifications for material that is not Type VI material may be used both day and night up to a maximum of three continuous days.

The Contractor may furnish portable sign stands for mounting temporary sign panels in accordance with the following:

1. Portable sign stands for sign installations, their placement and allowed time of use in lieu of post installation shall conform to the requirements of the Virginia Work Area Protection Manual, the MUTCD, , the “Typical Traffic Control” notes and drawings herein, the Contract documents and as directed by the Engineer.

2. Portable sign stands shall be used with signs having a substrate material of the type required in Section 512.02(e) of the Specifications and only those that were tested and found to be in compliance with the requirements of NCHRP Report 350, Test Level 3, or otherwise accepted in an FHWA acceptance letter for the specific sign stand.

Portable sign stands shall conform to the requirements of NCHRP Report 350, Test Level 3, and shall be selected from those shown on the Department’s Approved List or the Contractor shall submit a certification letter submitted prior to their use stating the brands and models of portable sign stands to be used along with a copy of the FHWA acceptance letter indicating compliance with NCHRP Report 350, Test Level 3. Portable sign stands shall be self-erecting and shall accommodate signs of the shape being used. Portable sign stands shall support a 20-square-foot sign panel in sustained winds of 50 miles per hour without tipping over, walking, or rotating more than ±5 degrees about its vertical axis. Additional weight consisting of no more than one 25-pound sandbag placed on each leg or no more than two cone weights positioned on the center of the sign stand and around the mast may be used to comply with this requirement. When used on uneven surfaces, the portable sign stand shall be capable of adjusting to those surfaces to allow the signs to be installed in their normal upright position ±15 degrees. Portable sign stands shall include

171 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 decals, stenciling, or other durable marking system that indicates the manufacturer and model number of the stands. Such marking shall be of sufficient size so it is legible to a person in a standing position.

The Contractor shall erect, maintain, move, and be responsible for the security of sign panels and shall ensure an unrestricted view of sign messages for the safety of traffic. The Contractor shall maintain and store signs furnished by the Department in a manner approved by the Engineer until they are returned to the Department.

When construction signs are covered to prevent the display of the message, the entire sign shall be covered with silt fence or other materials approved by the Engineer such that no portion of the message side of the sign shall be visible. Plywood shall be used on ground-mounted construction signs only. Attachment methods used to attach the covering material to the signs shall be of a durable construction that will prevent the unintentional detachment of the material from the sign. At no times shall a construction sign and/or post be rotated to prevent the display of the message. In addition, the posts where the signs are being covered shall have two ED-3 Type II delineators mounting vertically on the post below the signs at a height of 4 feet to the top of the topmost delineator. The bottom delineator shall be mounted 6 inches below the top delineator.

(b) Flagger Service and Pilot Vehicles: The Contractor shall provide flagger in accordance with the requirements of Section 105.14(c) of the Specifications.

1. Interstate routes: When one-way traffic is approved, the Contractor shall provide flagger service and, where necessary, pilot vehicles to maintain traffic. Each vehicle shall be equipped with at least one roof-mounted rotating amber flashing light and shall display required signs while in service.

The Contractor may be permitted to use two-way radio communications in lieu of pilot vehicles in appropriate traffic conditions, when approved by the Engineer.

Portable traffic control signals conforming to the requirements of Section 512.03(h)2 of the Specifications may be used in lieu of flagger service when specified or approved by the Regional Traffic Engineer. When portable traffic control signals are used in lieu of flagger service the portable traffic control signals will be measured and paid for separately.

2. Non-Interstate routes: When one-way traffic is approved, the Contractor shall provide flagger service and, where necessary, pilot vehicles to maintain traffic. Each vehicle shall be equipped with at least one roof-mounted rotating amber flashing light and shall display required signs while in service.

The Contractor may be permitted to use two-way radio communications in lieu of pilot vehicles in appropriate traffic conditions, when approved by the Engineer.

The Contractor shall have no less than one flagger at the beginning and one flagger at the ending of each work site on roadways having less than 2,000 vehicles per day (ADT). The Contractor shall have no less than two flaggers

172 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 at the beginning and two flaggers at the ending of each work site on roadways having over 2,000 ADT. When the Engineer determines additional flaggers are necessary at the work site, the Contractor shall furnish them. On a divided highway the Engineer will instruct the Contractor where flaggers shall be stationed. Pilot trucks shall be used on all roads where modified seal treatments, seal treatments using latex modified emulsified asphalt (CRS-2L) and other seal treatments on roads having more than of 49 ADT are being placed, unless otherwise directed by the Engineer.

Section 512.03(q) Portable Changeable Message Signs (PCMS) is amended to replace the last sentence of the fifth paragraph the following:

In these circumstances, the cost for such additional units that are authorized by the Engineer shall be in accordance with the requirements of Section 512.04 herein.

Section 512.03(q) Portable Changeable Message Signs (PCMS) is amended to delete the last paragraph.

Section 512.03 Procedures is amended to add (r) Work Zone Traffic Control as the following:

(r) Work Zone Traffic Control: The Contractor shall provide individuals trained in Work Zone Traffic Control in accordance with the requirements of Section 105.14 of the Specifications.

Section 512.04—Measurement and Payment is replaced as follows:

Maintenance of Traffic in accordance with traffic control layout detail items required by the VWAPM, the “Typical Traffic Control” notes and drawings herein, and the Contract will be paid for at the lump sum price per schedule as designated in the Contract. Such traffic control shall include furnishing, erecting, installing or employing and maintaining traffic control devices. Payment for traffic control will be made incrementally as a percentage on the lump sum price based on the percentage of tonnage or square yards (as with slurry seal, latex and surface treatment contracts) and placed on the schedule for the payment period covered by the appropriate progress estimate.

Additional traffic control layout detail items that are determined and authorized by the Engineer to be necessary to ensure the safety of the traveling public and are in addition to the number required by the traffic control layout details in the VWAPM, the “Typical Traffic Control” notes and drawings herein, and the Contract, will be measured and paid for as follows, therefore, the provisions of Section 104.02 of the Specifications will not apply:

● Flagger service shall include furnishing certified flagger, paddles and safety equipment. Where additional flagger service is required, as determined and authorized by the Engineer, flagger service will be measured in hours and paid for at the rate of $15 per hour of use.

When flagger service is used for the Contractor’s convenience, such as for ingress and egress of construction equipment or materials, payment will not be made. Note: The required flaggers described in the two flagging conditions in Section 512.03(b)2. herein will not be measured as a separate pay item but will be considered incidental to the traffic control operations described.

● Pilot vehicles shall include furnishing vehicles, necessary warning devices, drivers, fuel and maintenance. Where additional pilot vehicles are required as

173 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 determined and authorized by the Engineer, such vehicles will be measured in hours of actual use and will be paid for at the rate of $23 per hour of employed use.

● Electronic arrows shall include furnishing arrow panels, fuel, maintenance, and a truck or trailer having flashing amber warning lights for mobility of the electronic arrow. Where additional electronic arrows are required as determined and authorized by the Engineer, electronic arrows will be measured in hours of actual use and will be paid for at the rate of $5 per hour for each hour of employed use.

● Warning lights for use on sign panels or installed on traffic barrier service will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include maintaining, relocating, and removing.

● Group 1 channelizing devices will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items.

● Group 2 channelizing devices, not designated in the Contract as a separate pay item but where additional Group 2 channelizing devices are required as determined and authorized by the Engineer, these will be measured in days and paid for at the rate of $1 per day per device. This price shall include furnishing and maintaining devices, removing devices when no longer required and signs. When group 2 channelizing devices are moved to a new location or are removed and re- installed at the same location, they will be measured for separate payment. However, when group 2 channelizing devices are moved within the lane or from one lane to another by simply moving the devices across the lane edge line without removal from the roadway, no additional payment will be made.

● Traffic barrier service will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include warning lights, delineators, barrier vertical panels, fixed object attachments, patching restraint holes, fixed object attachments used on traffic barrier service in locations where existing guardrail is in place including restoring existing guardrail to its original condition, maintaining, and removing traffic barrier service when no longer required.

● Traffic barrier service guardrail terminal will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include furnishing, installing, moving to a new location as directed or approved by the Engineer, and removing when no longer needed.

● Impact attenuator service will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include Impact attenuators used with barrier openings for equipment access.

● Construction pavement markings will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include furnishing marking materials, preparing the surface, adhesive, installation, maintaining, removing removable markings when no longer required, inspections, and testing.

● Construction pavement message markings will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include marking materials, preparing the surface, adhesive, maintaining, and removing removable markings when no longer required.

174 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 ● Temporary pavement markers will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include furnishing and installing pavement markers, surface preparation, adhesive, and maintaining and replacement of lost or damaged markers and removing the pavement markers and adhesive when no longer required.

● Temporary construction pavement markings, including flexible temporary pavement markers (FTPMs) used in substitution of temporary construction pavement markings, will be measured and paid for in accordance with the Special Provision for TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS included in the Contract.

● Aggregate material will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include preparing the grade and furnishing, placing, maintaining, and removing material as required.

● Type III barricades will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include furnishing and placing barricades, retroreflective sheeting, maintaining, relocating to new locations and removing when no longer required.

● Construction signs except those already required by the Contract (which includes those signs required by the VWAPM, the “Typical Traffic Control” notes and drawings herein, and such signs as “Loose Gravel”, “Unmarked Pavement Ahead”, and “Low Shoulder” that may be required by the Engineer to ensure the safety of the traveling public due to the nature of the Contractor’s operations) when determined and authorized by the Engineer, will be measured in square feet and paid for at $20 per square foot. This payment, based on square footage, shall be compensation for furnishing, placing, relocating, covering, uncovering, and removing the sign(s) when no longer needed for the duration of the project; multiple payments for the same sign used more than once will not be allowed. Such extra signs will consist of either a greater number of the standard signs already listed in the applicable traffic control layout details in the VWAPM, the “Typical Traffic Control” notes and drawings herein, and the Contract, or other signs included in the VWAPM but not originally considered applicable for use on this Contract.

● Truck mounted attenuators, not designated in the Contract as a separate pay item but where additional Truck Mounted Attenuators are required as determined and authorized by the Engineer, these will be measured in hours of actual use required, and will be paid for at the rate of $22 per employed hour. This price shall include furnishing the truck mounted attenuator, mounting vehicle, lights, electronic arrows, if allowed but not required, and maintenance. When electronic arrows are used at the option of the Contractor in lieu of the rotating or high intensity amber strobe light, the cost of the electronic arrow shall be included in the price for truck mounted attenuators. When electronic arrows are required and authorized as determined by the Engineer and not incidentally mounted (and permitted) on such truck mounted attenuator support vehicles, they will be paid for separately as specified herein.

● Portable traffic control signal will not be measured for separate payment. The cost thereof shall be included in the price for other appropriate pay items. This shall include portable traffic control signal equipment, installation, energy source, maintaining, adjusting, aligning, removing and relocating equipment.

175 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 ● Portable Changeable Message Signs (PCMS), not designated in the Contract as a separate pay item but where additional Portable Changeable Message Signs are required as determined and authorized by the Engineer, these will be measured in hours of actual use and paid for at the rate of $15 per hour for each hour of employed use. This price shall be full compensation for furnishing or mobilizing the unit(s) to the project, maintenance, operation, and repositioning the unit(s).

Eradication of existing pavement markings will be measured in linear feet of a 6-inch width or portion thereof as specified herein. Widths that exceed a 6-inch increment by more than 1/2 inch will be measured as the next 6-inch increment. Measurement and payment for eradication of existing pavement markings specified herein shall be limited to linear pavement line markings. Eradication of existing pavement markings will be paid for at the contract unit price per linear foot. This price shall include removing linear pavement line markings and disposing of residue.

Eradication of existing nonlinear pavement markings will be measured in square feet based on a theoretical box defined by the outermost limits of the nonlinear pavement marking. Nonlinear pavement markings shall include but not be limited to stop bars, arrows, images and messages. Eradication of existing nonlinear pavement markings will be paid for at the contract unit price per square foot. This price shall include removing nonlinear pavement markings and disposing of residue.

Basic Work Zone Traffic Control – Separate payment will not be made for providing a person to meet the requirements of Section 105.14 of the Specifications. The cost thereof shall be included in the price of other appropriate pay items.

Intermediate Work Zone Traffic Control - Separate payment will not be made for providing a person to meet the requirements of Section 105.14 of the Specifications. The cost thereof shall be included in the price of other appropriate pay items.

Temporary construction pavement markings, including flexible temporary pavement markers (FTPMs) used in substitution of temporary construction pavement markings, will be measured and paid for in accordance with the Special Provision for TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS included in the Contract.

Payment will be made under:

Pay Item Pay Unit Maintenance of Traffic (Schedule) Lump Sum Eradication of existing pavement marking Linear foot Eradication of existing nonlinear pavement marking Square foot

176 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Typical Traffic Control End of Day Signing for Partial Road Width Plant Mix Paving Operations on a Multi-Lane Highway (Uneven Travel Lanes) (Figure TTC-57.0) NOTES

Standard:

1. On roadways having a median wider than 8', right and left sign assemblies shall be used. Median barrier is considered to be part of the shoulder and its measurement shall be used to determine the total width of the shoulder.

2. The maximum pavement edge drop-off between traffic lanes shall be 2.0 inches or less.

3. Open travel lane(s) shall not be exposed to more than 2 to 4 mile sections of milled or uneven surface.

4. A portable changeable message sign (PCMS) with “ROUGH ROAD AHEAD” and other appropriate messages shall be used.

5. A BUMP sign (W8-1) shall be placed approximately 1000 feet in advance of the end of the pavement drop-off on Limited Access Highways. See Note 10 for sign spacing on all other roadways.

6. The Regional Traffic Engineer shall determine speed reductions.

7. The UNEVEN LANE (W8-11), STAY IN LANE (R4-9) and BUMP (W8-1) signs shall be adjusted daily with the work operation and their sign stands shall be weighted with a 25 ± pound sand bag on each leg. Additional UNEVEN LANE signs shall be installed every 2 miles and on entrance ramps.

8. Where conditions warrant, ROUGH ROAD (W8-8) and BUMP signs shall be installed 500'+ in advance of the affected roadway surface on entrance ramps and BUMP signs shall be installed 500'+ in advance of the unaffected roadway surface on exit ramps.

9. All signs shall be post mounted at locations after 72 consecutive hours of non-work activities.

Guidance:

10. Sign spacing distance should be 1300'-1500' for Limited Access Highway, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less.

11. Portable barrier mounted sign stands should be considered for use on median barrier to meet requirements of Note 1 for double indicating signs.

Option:

12. Only traffic control signing for partial road width pavement resurfacing resulting in uneven travel lanes is shown. Other devices may be used for the control of traffic through the work area.

13. The LOW SHOULDER (W8-9) sign may be used to warn of a shoulder condition where there is an elevation difference of less than 2 inches between the shoulder and the travel lane.

177 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Standard:

14. If used, the LOW SHOULDER sign shall be repeated at 1-mile intervals if the condition extends over a distance in excess of 1-mile.

15. The SHOULDER DROP OFF (W8-9a) sign shall be used to warn of a shoulder condition where there is an elevation difference of 2 inches or greater between the shoulder and the travel lane. Where the condition extends over a distance in excess of 1 mile, the sign shall be repeated at 1 mile intervals.

Option:

16. The SHOULDER DROP OFF sign may be eliminated if a 6:1 (desirable) to 4:1 (minimum) wedge is used between the travel lane and the shoulder.

Standard:

17. A temporary pavement wedge shall be constructed of surface mix asphalt a minimum of three (3) feet in length for every inch of depth of pavement milling on the approach and departure end of the milled travel lane(s).

18. A minimum of four (4) Group 2 channelizing devices shall be placed on the shoulder in advance of the PCMS in a taper for delineation.

19. If temporary construction or permanent pavement markings cannot be installed in accordance with the Special Provision for TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS then flexible temporary pavement markers (FTPMs) spaced at 10- foot centers for two-way traffic shall be placed in between the two centerlines stripes or three FTPMs shall be installed per skip line for lane division lines. No Edge line markers will be required.

178 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

End of Day Signing for Partial Road Width Plant Mix Paving Operations on a Multi-Lane Highway (Uneven Travel lanes) (Figure TTC-57.0)

179 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Typical Traffic Control

End of Day Signing for Plant Mix Paving Operations Across the Entire Width of a Multi-Lane Highway (Figure TTC-58.0) NOTES

Standard:

2. The maximum pavement edge drop-off between traffic lanes shall be 2.0 inches or less.

3. Open travel lane(s) shall not be exposed to more than 2 to 4-mile sections of milled or uneven surface.

4. A portable changeable message sign (PCMS) with “ROUGH ROAD AHEAD” and other appropriate messages shall be used.

5. A BUMP sign (W8-1) shall be placed approximately 1000 feet in advance of the end of the pavement drop-off on Limited Access Highways. See Note 10 for sign spacing on all other roadways.

6. The Regional Traffic Engineer shall determine speed reductions.

7. The ROUGH ROAD (W8-8) and UNMARKED PAVEMENT AHEAD (W8-12a) signs shall be adjusted daily with the work operation and their sign stands shall be weighted with a 25 ± pound sand bag on each leg. Additional ROUGH ROAD and UNMARKED PAVEMENT AHEAD signs shall be installed every 2 miles.

8. Where conditions warrant, ROUGH ROAD and BUMP signs shall be installed 350'+ in advance of the affected roadway surface on entrance ramps and BUMP signs shall be installed 500'+ in advance of the unaffected roadway surface on exit ramps.

9. All signs shall be post mounted at locations after 72 consecutive hours of non-work activities.

Guidance:

10. Sign spacing distance should be 1300'-1500' for Limited Access Highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less.

11. Portable barrier mounted sign stands should be considered for use on median barrier to meet requirements of Note 1 for double indicating signs.

Option:

12. Traffic control signing for multiple lane full roadway width pavement resurfacing is shown. Other devices may be used for the control of traffic through the work area.

180 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 13. The LOW SHOULDER (W8-9) sign may be used to warn of a shoulder condition where there is an elevation difference of less than 2 inches between the shoulder and the travel lane.

Standard:

14. If used, the LOW SHOULDER sign shall be repeated at 1-mile intervals if the condition extends over a distance in excess of 1-mile.

Option:

16. The SHOULDER DROP OFF sign may be eliminated if a 6:1 (desirable) to 4:1 (minimum) wedge is used between the travel lane and the shoulder.

Standard:

18. A minimum of four (4) Group 2 channelizing devices shall be placed on the shoulder in advance of the PCMS in a taper for delineation.

181 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Typical Traffic Control End of Day Signing for Plant Mix Paving Operations Across the Entire Width of a Multi-Lane Highway (Figure TTC-58.0)

182 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Typical Traffic Control End of Day Signing for Plant Mix Paving Operations on a Two-Lane Roadway (Figure TTC-59.0) NOTES

Standard:

1. Open travel lane(s) shall not be exposed to more than 2 to 3 mile sections of milled or uneven surface.

2. The maximum pavement edge drop-off shall be 2.0 inches or less.

3. NO CENTER LINE sign (W8-12) shall be installed whenever the centerline has been obliterated or until permanent pavement markings have been installed. The sign shall be installed in both directions when the centerline is not present. In addition, NO CENTER LINE signs shall be installed every mile if the unmarked area is less than 3 miles, or every 2 miles is the unmarked area is longer than 4 miles.

4. A DO NOT PASS sign (R4-1) shall be used when the centerline has been obliterated or until pavement markings have been installed. The DO NOT PASS sign shall be located after the NO CENTER LINE sign. Thereafter the DO NOT PASS sign shall be installed every mile if the unmarked area is less than 3 miles or every 2 miles if the unmarked area is longer than 4 miles.

5. In the vicinity of a turning lane, a BUMP sign (W8-1) shall be installed.

6. The UNEVEN LANE sign (W8-11) and BUMP sign shall be adjusted daily with the work operation and their sign stands shall be weighted with a 25 ± pound sand bag on each leg. Additional UNEVEN LANE signs shall be installed every mile.

7. Signs shall be post mounted at locations after 72 consecutive hours of non-work activities.

Guidance:

8. (Reserved for future use.)

9. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less and 500'-800' where the posted speed limit is greater than 45 mph.

Option:

10. Only traffic control signing for pavement resurfacing is shown. Other devices may be used for the control of traffic through the work area.

11. The LOW SHOULDER sign may be used to warn of a shoulder condition where there is an elevation difference of less than 2 inches between the shoulder and the travel lane.

12. Either the NO CENTER LINE or NO CENTER STRIPE sign may be used until December 31, 2012, after which time only the NO CENTER LINE (W8-12) sign will be allowed.

183 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Typical Traffic Control End of Day Signing for Plant Mix Paving Operations on a Two-Lane Roadway (Figure TTC-59.0)

184 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Typical Traffic Control End of Day Signing for Surface Treatment, Slurry Seal and Latex Emulsion Treatment Operations NOTES

Standard:

1. LOOSE GRAVEL (W8-7) signs shall be installed on surface treated roadways and shall be removed when the roadway has been swept or loose gravels have been removed from the roadway.

2. NO CENTER LINE (W8-12) signs shall be installed whenever the centerline has been obliterated or until permanent pavement markings have been installed. The sign shall be installed in both directions when the centerline is not present. In addition, NO CENTER LINE signs shall be installed every mile if the unmarked area is less than 3 miles, or every 2 miles if the unmarked area is longer than 4 miles.

3. A DO NOT PASS (R4-1) sign shall be used when the centerline has been obliterated or until pavement markings have been installed. The DO NOT PASS sign shall be installed after the NO CENTER LINE sign and their sign stand shall be supported with a sand bag weighing approximately 25-pounds on each leg. Thereafter, the DO NOT PASS sign shall be installed every mile if the unmarked area is less than 3 miles or every 2 miles if the unmarked area is longer than 4 miles.

4. Signs shall be post-mounted at locations after 72 consecutive hours of non-work activities.

5. If temporary construction or permanent pavement markings cannot be installed in accordance with the Special Provision for TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS, then yellow flexible temporary pavement markers (FTPMs) spaced at 10 foot centers for two-way traffic shall be placed along the centerline for lane division. No edge markers will be required.

Guidance:

6. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph.

Option:

7. Only traffic control signing for surface treatment/slurry seal/latex emulsion treatment operations is shown. Other devices may be used for the control of traffic through the work area.

8. Either the NO CENTER LINE or NO CENTER STRIPE sign may be used until December 31, 2012, after which time only the NO CENTER LINE (W8-12) sign will be allowed.

9. The advanced warning signs shown may also be used on multi-lane roadways, replacing the NO CENTER LINE signs with UNMARKED PAVEMENT AHEAD (W8-V4) signs.

185 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

End of Day Signing for Surface Treatment, Slurry Seal and Latex Emulsion Treatment Operations

~~~~~~

186 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 The Special Provision for TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS dated September 29, 2011 is replaced with the following:

S704M01-1011

VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR TEMPORARY CONSTRUCTION AND PERMANENT PAVEMENT MARKINGS

October 14, 2011

SECTION 704—PAVEMENT MARKING AND MARKERS of the Specifications is amended as follows:

Section 704.02—Materials is amended to add the following:

(d) Flexible temporary pavement markers (FTPMs) shall consist of products from the Department’s current Approved List found in the Materials Division’s Manual of Instructions (See Flexible temporary pavement marker (FTPM) or web site http://www.virginiadot.org/business/materials-download-docs.asp. All FTPMs shall be new product. FTPMs are suitable for use one year after the date of receipt when stored in accordance with the manufacturer's recommendations.

Section 704.03—Procedures is amended to replace the first six paragraphs with the following:

PERMANENT AND TEMPORARY PAVEMENT MARKINGS AND FLEXIBLE TEMPORARY PAVEMENT MARKERS (FTPMs)

● Permanent pavement markings are durable pavement markings that, when installed, provide final traffic guidance after all operations related to the project are complete in accordance with the provisions herein, Section 704 of the Specifications and as specified elsewhere in the Contract.

Permanent pavement markings shall include skip-line and solid-line centerline markings, skip-line and solid-line lane-division markings and, solid-line edge-line markings installed on the newly placed surfaces once the surface has cured.

● Temporary construction pavement markings are construction zone pavement markings that, when installed, provide limited-duration traffic guidance until permanent pavement markings are installed in accordance with Section 704 of the Specifications, as specified elsewhere in the Contract, and as follows:

Temporary construction pavement markings for surface treatment, slurry seal, latex emulsion treatment, and plant mix shall be:

Type F, Class I pavement markings in accordance with the provisions of Section 704 of the Specifications except with a modified application for paved surfaces. Such modification shall consist of the light application of Type F, Class I temporary traffic paint, 8 to 10 mils thick representing 75 percent of the final pavement marking width and with 3 pounds of glass beads per gallon of material.

Temporary construction pavement markings applied to planed (milled) surfaces to be overlaid shall consist of a light application of Type F, Class I temporary traffic

187 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 paint 15 mils thick, representing 75 percent of the final pavement marking width and with 3 pounds of glass beads per gallon of material. Glass beads shall conform to the requirements of Section 234 of the Specifications. Skip lines shall be applied in 8-foot lengths and approximately 32 foot gaps. Temporary Type F, Class I pavement markings shall be arranged and spaced on their installation so as to be completely covered by the application of permanent pavement markings. Failure to place Type F, Class I temporary markings at the application rate and spacing specified herein may result in the non-payment for such markings. No eradication of such modified Type F, Class I temporary markings will be required when the Contractor installs such temporary construction pavement markings as detailed herein and such markings have been in place for no less than 3 days prior to the application of permanent pavement markings.

Temporary construction pavement markings for plant mix shall also include:

● Type D construction pavement markings in accordance with the requirements of Section 704 of the Specifications.

● Flexible temporary pavement markers (FTPMs) are pavement markings that the Contractor may choose to substitute for Type D or Type F, Class I pavement markings. FTPMs may be used on surface treatment, slurry seal, latex emulsion treatment, and plant mix.

FTPMs used for surface treatment, slurry seal or latex emulsion treatment operations shall include a removable material covering the reflective lens to protect the lens from being obscured or damaged by the paving operation.

The color of FTPM units and their reflective surfaces (white or yellow) shall be the same as the temporary construction pavement markings for the type of application (skip-line, solid line) they are being used in substitution.

FTPMs may be used to simulate skip-line and solid-line centerline markings and to simulate skip-line and solid-line lane-division markings (in accordance with the details furnished herein) installed on the newly-placed surfaces once the surface has cured. Please note: Temporary edge-line markings will not be required.

Temporary construction pavement markings (and FTPMs) shall include skip-line and solid-line centerline markings, and skip-line and solid-line, lane-division line markings installed on the newly-placed surfaces once the surface has cured or on milled surfaces when the time limits for unmarked pavement for the respective volumes of vehicles in Section 704 has been exceeded . Please note: Temporary edge-line markings will not be required.

MAINTENANCE OF TEMPORARY PAVEMENT MARKINGS AND FLEXIBLE TEMPORARY PAVEMENT MARKERS (FTPMs)

Maintenance of Temporary construction pavement markings applied to paved surfaces shall be in accordance with the following requirements:

While in place, temporary construction pavement markings sizes, shapes and retroreflectivity shall be at least minimally visible under full nighttime conditions from any point adjacent to such marking for no less than 120 feet (3 skip lines). If temporary construction pavement markings meet the requirement for this visual evaluation, no additional application (refreshing) is required. If temporary construction pavement markings are Type F, Class I and these markings do not meet this visual evaluation prior to the time limit for the application of permanent markings, such temporary markings shall be refreshed by the application of a lighter application (applied so as to enhance visibility but not as to require eradication before

188 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 application of permanent markings) of Type F, Class I marking at the Contractor’s expense when required by the Engineer. Under such circumstances no payment for the eradication of pavement markings will be permitted if required before the application of permanent markings. If other types of permitted temporary pavement markings are used and these fail the visual evaluation or in any other respect are deficient prior to the time for the installation of permanent markings, these types shall be reapplied at the Contractor’s expense when required by the Engineer. These requirements will apply until permanent pavement markings are installed in accordance with the time restrictions in Section 704.

FTPMs shall be installed and maintained in accordance with the manufacturer’s recommendations and the requirements of the following:

The Contractor shall maintain FTPMs for the time period specified herein or until permanent pavement markings are installed in accordance with Section 704 of the Specifications. Damaged or missing FTPMs shall be replaced with new FTPMs of the same manufacturing type, color and model. No more than one FTPM may be damaged or missing out of every broken line simulated segment. No two consecutive FTPMs may be damaged or missing on a simulated solid line application, and no more than 30 percent of the FTPMs may be damaged or missing on any measured 100-foot segment of simulated solid line.

The acceptable ambient air temperature, ambient moisture condition and pavement surface condition prior to the installation of the appropriate FTPMs shall be in accordance with the manufacturer’s recommendations, a copy of which shall be provided to the Engineer prior to installation.

Once applied, FTPMs will be considered for a single use. If a FTPM is removed before permanent markings are installed, it shall be replaced with a new FTPM. FTPMs may remain in place, undamaged, after installation for up to 14 consecutive days. When FTPMs are applied prior to pavement placement, such as with surface treatment, slurry seal and latex emulsion treatment, this 14 consecutive-day time limit shall begin at the time of actual installation of the FTPMs, not at the time of pavement placement completion. In no case shall any installed FTPMs be permitted to remain once time limits require permanent pavement marking installation.

PAVEMENT MARKING AND FLEXIBLE TEMPORARY PAVEMENT MARKER (FTPM) OPERATIONS

The Contractor shall have a certified Pavement Marking Technician present during all pavement marking and marker operations except FTPM operations. When the Contractor chooses to substitute FTPMs for temporary construction pavement markings a certified Pavement Marking Technician will not be required for the FTPM operations.

● Permanent Pavement Markings: The type, class, installation procedures and time limits of permanent pavement markings shall be in accordance with the provisions specified herein and Section 704 of the Specifications.

Installation of permanent pavement marking shall not exceed the 14 calendar-day time limitation between pavement placement and completion of permanent pavement marking installation. Once permanent pavement marking operations have begun; all skip- line and solid-line centerline markings and skip-line and solid-line lane-division markings shall be completed before the operation is stopped. While the installation of edge lines will not be required during the same operation as permanent centerline and lane-division markings; edge lines shall be completed within 14 calendar days after the end of the workday when the pavement to be marked was placed.

189 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 ● Temporary construction pavement markings: The type, class, installation procedures and time limits of temporary construction pavement markings shall be in accordance with the provisions specified herein and Section 704 of the Specifications.

Temporary construction pavement markings, including skip lines, and solid lines shall be installed at the same locations that permanent pavement markings shall be installed.

Once temporary construction pavement marking operations have begun, all skip-line and solid-line centerline markings, and skip-line and solid-line lane-division markings shall be completed before the marking operation is stopped. The installation of temporary edge-line markings will not be required.

Installation and refreshing of (as authorized by the Engineer, if necessary) temporary construction pavement markings shall not affect the 14 calendar-day time limitation between pavement placement and completion of permanent pavement marking installation.

● Flexible temporary pavement markers (FTPMs): The type, installation procedures and time limits for the use of FTPMs shall be in accordance with the manufacturer’s recommendations, the provisions specified herein and Section 704 of the Specifications.

Prior to installing FTPMs the Contractor shall submit a plan for substituting FTPMs for temporary construction pavement markings to the Engineer for approval. The Contractor’s plan for FTPMs shall be in accordance with the requirements and drawings designated as “TYPICAL PLAN FOR FTPM PLACEMENT” included herein.

For surface treatment, slurry seal or latex emulsion treatment operations, the appropriate FTPMs shall be installed prior to placing new pavement or treatment. Upon completion of surface treatment, slurry seal or latex emulsion treatment placement, the Contractor shall remove the protective covering from the reflective lens of the FTPM prior to leaving the work site. Failure to remove such covering may result in the non-payment for that portion type (skip or solid) of temporary pavement marking.

For plant mix operations, the appropriate FTPMs shall be installed on the newly- placed pavement after the pavement is thoroughly compacted, has cooled to the FTPMs manufacturer’s recommended temperature for installation, and the surface has cured.

Prior to installing FTPMs, the pavement surface shall be free of dirt, dust, debris, moisture, oil, and any residue that may be detrimental to successful application. If such is present, the Contractor shall prepare the pavement surface by air blowing or thorough brushing.

FTPMs used to simulate skip lines and solid lines shall be installed at the same locations that permanent pavement markings shall be installed.

Once FTPM operations have begun, all skip-line and solid-line centerline markings, and skip-line and solid-line lane-division markings shall be completed before the operation is stopped. Please note: Temporary edge-line markings will not be required.

FTPMs shall be removed and properly disposed of when permanent pavement marking is required in accordance with the time limits specified herein. Used FTPMs removed from the pavement when no longer needed or permitted, including all containers, packaging, damaged FTPMs and all other miscellaneous items of waste shall be

190 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 appropriately disposed of in a properly permitted waste container in accordance with applicable local, state and federal laws and regulations.

Replacement of FTPMs, required to maintain temporary marking, shall not affect the 14 calendar-day time limitation between pavement placement and completion of permanent pavement marking installation.

For newly-placed surfaces, permanent pavement marking, temporary construction pavement marking or FTPM installation shall be completed in accordance with the time limits specified below unless otherwise directed by the Engineer. Exceptions to the below time limits will be granted only for weather restrictions and for installation of Type B, Class VI and epoxy resin pavement markings on plant mix roadways. Installation of Type B, Class VI, pavement markings on plant mix roadways are not applicable to these requirements if they are inlaid with the last pass of the asphalt roller or directly after the asphalt roller using a separate roller. Installation of epoxy resin pavement markings on newly placed plant mix pavement shall not commence until after 24 hours of final surface placement.

PERMANENT PAVEMENT MARKINGS, TEMPORARY CONSTRUCTION PAVEMENT MARKINGS AND FLEXIBLE TEMPORARY PAVEMENT MARKERS (FTPMs) INSTALLATION TIME LIMITS ON ROADWAYS OPEN TO TRAFFIC:

Surface Treatment Operations

The Contractor shall maintain temporary construction pavement markings until the permanent pavement markings are installed. The Contractor shall sweep surface treated roadways prior to installation of permanent pavement markings as directed by the Engineer but no earlier than 7 days after completion of surface treatment placement. Permanent pavement marking installation shall be completed after sweeping but within 14 calendar days after the end of the workday when the surface treatment pavement surface to be marked was placed.

The following governs the installation time limits for temporary construction pavement markings or FTPMs:

● Roads having traffic volumes of 10,000 ADT or more: Temporary construction pavement markings shall be installed within 24 hours after the end of the workday the unmarked new surface treatment is placed, and maintained until the permanent pavement markings are installed. If FTPMs are used they shall be installed prior to placement of surface treatment.

● Roads having traffic volumes between 3,000 and 10,000 ADT: Temporary construction pavement markings shall be installed within 48 hours after the end of the workday the unmarked new surface treatment is placed, and maintained until the permanent pavement markings are installed. If FTPMs are used they shall be installed prior to placement of surface treatment.

● Roads having traffic volumes of 3,000 ADT or less: Temporary construction pavement markings or FTPMs will not be required unless determined and authorized by the Engineer to be necessary to ensure the safety of the traveling public. If the Engineer requires FTPMs, such markers shall be installed prior to placement of surface treatment.

Slurry Seal or Latex Emulsion Treatment Operations

191 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 Permanent pavement marking installation shall be completed within 14 calendar days after the end of the workday when the slurry seal or latex emulsion treatment pavement surface to be marked was placed.

The following governs the installation time limits for temporary construction markings or FTPMs. The Contractor shall maintain temporary construction pavement markings until the permanent pavement markings are installed:

● Roads having traffic volumes of 10,000 ADT or more: Temporary construction pavement markings shall be installed within 24 hours after the end of the workday the unmarked new slurry seal or latex emulsion is placed, and maintained until the permanent pavement markings are installed. If FTPMs are used they shall be installed prior to placement of slurry seal or latex emulsion treatment.

● Roads having traffic volumes between 3,000 and 10,000 ADT: Temporary construction pavement markings shall be installed within 48 hours after the end of the workday the unmarked new slurry seal or latex emulsion is placed, and maintained until the permanent pavement markings are installed. If FTPMs are used they shall be installed prior to placement of slurry seal or latex emulsion treatment. .

● Roads having traffic volumes of 3,000 ADT or less: Temporary construction pavement markings shall be installed within 72 hours after the end of the workday the unmarked new slurry seal or latex emulsion is placed, and maintained until the permanent pavement markings are installed. If FTPMs are used they shall be installed prior to placement of slurry seal or latex emulsion treatment.

Plant Mix Operations

Prior to the end of the workday the Contractor shall determine whether permanent pavement markings can be installed within 24 hours after the end of the workday. If the Contractor determines that permanent pavement markings can be installed within such time limits, the permanent pavement markings shall be installed. If the Contractor determines that permanent pavement markings cannot be installed within such time limits he shall install and maintain temporary construction pavement markings or FTPMs until the permanent pavement markings are installed. Permanent pavement marking installation shall be completed within 14 calendar days after the end of the workday when the plant mix pavement surface to be marked was placed.

● Roads having traffic volumes of 10,000 ADT or more: Permanent pavement markings, temporary construction pavement markings or FTPMs shall be installed within 24 hours after the end of the workday the unmarked plant mix is placed.

● Roads having traffic volumes between 3,000 and 10,000 ADT: Permanent pavement markings, temporary construction pavement markings or FTPMs shall be installed within 48 hours after the end of the workday the unmarked plant mix is placed.

● Roads having traffic volumes of 3,000 ADT or less: Permanent pavement markings, temporary construction pavement markings or FTPMs shall be installed within 72 hours after the end of the workday the unmarked plant mix is placed.

Section 704.04—Measurement and Payment is amended to add the following:

192 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959

Permanent pavement markings will be measured and paid for as the appropriate pavement line marking or pavement message marking pay items and pay units specified in the Contract. For roadways that are surface treated, the cost of sweeping the roadway prior to installing permanent pavement markings shall be included in the price bid for such pavement line or message marking items.

Temporary construction pavement markings, including flexible temporary pavement markers (FTPMs) used in substitution of temporary construction pavement markings, will be measured and paid for at the contract unit price per linear foot for the appropriate pavement line marking pay items and pay units specified in the Contract. Where FTPMs are used to simulate skip-line and solid-line centerline markings and skip-line and solid-line lane-division markings, the linear foot pay unit shall represent all FTPMs required in accordance TYPICAL PLAN FOR FTPM PLACEMENT and the requirements herein to simulate that solid or skip line temporary construction line marking. This cost shall include furnishing and application of the temporary construction pavement markings or FTPMs, surface preparation, furnishing, installing and maintaining temporary construction pavement markings (or FTPMs) for the entire 14 calendar day time limit.

Please note: Quantities for temporary construction markings listed in the contract are based on one cycle of marking for the 14 day time limitation before permanent markings must be installed. If temporary markings require refreshing or reapplication before the expiration of the 14 day time limit for the application of permanent markings, refreshing or reapplication shall be at the Contractor’s expense. Such prices shall also include quality control daily logs, traffic control and all materials, labor, equipment and incidentals.

Payment will be made under:

Pay Item Pay Unit Temporary construction pavement markings and (FTPMs) Linear Foot Temporary construction pavement markings Square Foot

193 ORDER NO.: 602 CONTRACT ID. NO.: CM012ST6B96959 TYPICAL PLAN FOR FTPM PLACEMENT

11-1-11 (SPCN)

194