Painting All exterior surfaces and materials requiring paint shall be prime coated plus 2 coats of Xxxxxxx Xxxxxxxx Pro-Mar alkyd flat exterior finish, or Xxxxxxx-Xxxxxxxx SWP exterior gloss paint. All porous exterior surfaces (e.g. unpainted wood) shall be sealed with 2 coats of Xxxxxxxx’x Water Seal following the manufacturers application instructions. Interior surfaces requiring paint shall be prime coated plus 2 coats of Xxxxxxx Xxxxxxxx Pro-Mar Latex Eg-Shel enamel. Concrete block walls shall receive 1 coat of Xxxxxxx Xxxxxxxx Pro-Mar Block Filler and 2 coats of Xxxxxxx Xxxxxxxx Pro-Mar latex Eg-Shel enamel. Interior finishes and color selections shall be approved by the State. A schedule of colors and finishes shall be prepared by the Owner/Lessor and approved by the State.
PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.
Exterior and interior functional areas and spaces of the Project, with technical and equipment requirements on each;