Paving and Surfacing. Provide Asphaltic Concrete Paving or Portland Cement Concrete Paving for new construction and for unacceptable existing construction in accordance with referenced portions of “Standard Specifications for Construction 1990 Edition” of the MDOT. Asphaltic Concrete Paving shall consist of: a) Minimum 6" sand-gravel sub-base: MDOT 22A b) Bond or tack coat asphalt emulsion: MDOT SS-1h or MDOT MS-2a. c) Bituminous Leveling Course: MDOT Mixture 1100L Coarse aggregate shall be 20A Minimum thickness of leveling course shall be 3" (75 mm) d) Bituminous Top Course: MDOT Mixture 1300T Coarse aggregate shall be 20-AAA Minimum thickness of top course shall be 1-1/2 (38 mm) e) New bituminous pavement and existing bituminous pavement shall be prepared and sealed with a coal tar emulsion sealer. Application of sealant must be as recommended by the manufacturer. a) Minimum 6” sand-gravel sub-base: MDOT 22A b) Reinforcement: 6” x 6” (W1.4) wire mesh c) Minimum compressive strength: 4000 PSI in 28 days. d) Minimum cement content: 6 bags e) Minimum air-entrainment: 5% f) Maximum slump: 4 inches g) Minimum thickness: 5 inch depth. Lot shall be striped to designate "No Parking" areas and to accommodate the minimum parking indicated in the lease. One of the handicapper spaces shall be "van accessible" as described in the ADA rules. Paint all lines and stripes using one coat yellow or blue ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ “Pro-Mar Traffic Paint” as appropriate at a rate of one gallon for every 350 lineal feet of four inch (4") wide stripe following State's approval of the parking layout as provided by the Lessor. Provide curbs, guardrails, curb cuts and wheel stops to meet Barrier Free Design requirements, and ADA rules at reasonable access points to the sidewalks and building. 3.1 Cast In Place Concrete shall meet the following specifications:
Appears in 2 contracts
Sources: Lease Agreement, Lease Agreement