Specifications include, but are not limited to: 3.2.2 Shoulder Stone: 3.2.2.1 Shoulder Stone Placement Section 307 Class 10, Item PE shall meet the requirements of the Standard Detail for “Shoulder Reconstruction,” Attachment D or as directed by the Delivery Order and the WVDOH District Engineer/Designee and shall be bid per Ton. Shoulder Stone Placement and Stone will be paid as Item PE. 3.2.2.2 Haul by Vendor – Stone, Items PG and PH is the distance over suitable routes selected by the WVDOH District Engineer using the allowed for haul costs that will provide the lowest total cost to the WVDOH and shall be measured from the Vendor’s Stone plant location, which shall be identified by the Vendor on the “Attachment B2 Stone”, to the WVDOH’s mid-point of the project. The WVDOH shall source the WV Straight Line Diagrams for WV Primary Routes and WV Secondary Routes for these routes. The Diagrams are available in each WVDOH District Office and the WVDOH Central Office. WVDOH will determine the route to be taken due to bridge and/or road restrictions which shall have acceptable load limits for both roads and bridges. Hauling of Shoulder Stone will be paid as Item PG and/or PH. 3.2.2.3 Shoulder Stone Mobilization: Item PF is to compensate Vendor for Mobilization of Shoulder Stone for Placement and shall be priced on Attachment AA, Mobilization Pricing Pages which shall correspond with Vendor’s Attachment B2 Stone Plant Information form which includes counties sourced for Stone. 3.2.7 Asphalt Base I Shoulder Paving: Item V1 through V4 is a surcharge for work performed to pave road shoulders consisting of installing and compacting Asphalt Base I to the elevation of the existing pavement in the shoulder that is to be paved. NOTE the following Asphalt Base I related line Items: Asphalt Base I will be paid as Item A. Hauling of Asphalt Base I will be paid as Item S1, S2. Lay Down of Base I will be paid as Item T1, T2, T3, T4. Excavation for Base I will be paid as Item U1, U2, U3, U4. 3.2.8 Asphalt Base II Shoulder Paving: Item W1 through W4 is a surcharge for work performed to pave road shoulders consisting of installing and compacting Asphalt Base II to the elevation of the existing pavement in the shoulder that is to be paved. NOTE the following Asphalt Base II related line Items: Asphalt Base II will be paid as Item C. Hauling of Asphalt Base II will be paid as Item S1, S2. Lay Down will be paid as Item T1, T2, T3, T4. Excavation will be paid as Item U1, U2, U3, U4. Restoring of Shoulders and Stone will be paid as Item PB. Shoulder Stone Placement/Restoring and Stone will be paid as Item PE. 3.2.9 Tack Coat: Item X, Asphalt Material for Tack Coat or Prime Material furnished and applied shall be in accordance with Standard Specs Section 408 as directed by the WVDOH District Engineer. 3.2.10 Additional Heel-In Joints: Heel-In Joints at the beginning and the end of each paving location will be performed by the Vendor in accordance with the “Resurfacing Heel-In Detail”, Figure 2, at the end of these Contract Specifications. Additional Heel-In Joints, Item Y, in accordance with the Resurfacing Heel-In Detail may be required as directed by the WVDOH District Engineer at intersecting roadways, at the beginning and end of each paving skip and other designated locations. Payment of Additional Heel-In Joints shall be paid per lineal foot as measured along the joint, which shall be full payment for complete construction of the joint.