Pavement Design If applicable, the Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval.
ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.
Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.
Study Area The study area focused on the Bulk Power System in South-Eastern New York between Albany and New York City, and voltages underlying systems at 115 kV and above in the lower Xxxxxx Valley (Zones G, H & I). In the PSS™E power flow base case provided by NYISO, facilities rated at 115 kV and above in PSS™E designated areas 6 through 11 are monitored in the study. These areas are: • Capital District • Xxxxxx • Millwood • Xxxxxxxxx • Con Ed • Long Island
acres EXCEPTING THEREFROM: PART OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 26 NORTH, RANGE 12 EAST, XXXXXXXX TOWNSHIP, XXXXX COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER FOUND PER RECORD WITNESS; THENCE NORTHERLY, 527.00 FEET ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER TO A P.K. NAIL; THENCE EASTERLY, DEFLECTING RIGHT 90 DEGREES 00 MINUTES 16 SECONDS, 655.00 FEET PARALLEL WITH THE SOUTH LINE OF SAID SOUTHWEST QUARTER TO A 5/8” REBAR STAKE; THENCE SOUTHERLY, DEFLECTING RIGHT 89 DEGREES 59 MINUTES 44 SECONDS, 527.00 FEET PARALLEL WITH THE WEST LINE OF SAID SOUTHWEST QUARTER TO A P.K. NAIL ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER; THENCE WESTERLY, DEFLECTING RIGHT 90 DEGREES 00 MINUTES 16 SECONDS, 655.00 FEET ALONG SAID SOUTH LINE TO THE PLACE OF BEGINNING. CONTAINING 7.92 ACRES. CONTAINING AFTER SAID EXCEPTION 32.48 ACRES. Parcel No. 90-08-08-400-004,000-002 Commencing at the southwest corner of the southeast quarter of section eight (8), in township 26 north, range 12 east, and running thence north 1324.70 feet to the northwest corner of the south half of said quarter, thence east 558.20 feet to the west line of the right of way of the Ft. Xxxxx, Cincinnati and Louisville railroad company, thence in a southwesterly direction along the west line of said Railroad right of way a distance of 1437.50 feet to the south line of said Section 8, thence west 12 feet to the place of beginning, containing 8,67 acres. Parcel No. 90-08-08-400-020.000-002 PART OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 26 NORTH, RANGE 12 EAST, XXXXXXXX TOWNSHIP, XXXXX COUNTY, INDIANA, DESCRIBED AS FOLLOWS: STARTING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER FOUND PER RECORD WITNESS; THENCE WESTERLY, 1528.71 FEET ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER TO THE WESTERLY RIGHT-OF-WAY LINE OF THE NORFOLK & WESTERN RAILROAD, WHICH SHALL BE THE PLACE OF BEGINNING; THENCE SOUTHWESTERLY, DEFLECTING LEFT 67 DEGREES 21 MINUTES 32 SECONDS, 617.57 FEET ALONG SAID WESTERLY RIGHT-OF-WAY LINE; THENCE SOUTHWESTERLY, DEFLECTING RIGHT 00 DEGREES 02 MINUTES 05 SECONDS, 816.82 FEET ALONG SAID WESTERLY RIGHT-OF-WAY LINE TO THE SOUTH LINE OF THE NORTH HALF OF SAID SOUTHEAST QUARTER; THENCE WESTERLY, DEFLECTING RIGHT 67 DEGREES 09 MINUTES 58 SECONDS, 565.65 FEET ALONG THE SOUTH LINE OF THE NORTH HALF OF SAID SOUTHEAST QUARTER TO THE WEST LINE OF SAID SOUTHEAST QUARTER; THENCE NORTHERLY, DEFLECTING RIGHT 90 DEGREES 03 MINUTES 19 SECONDS, 1325.61 FEET ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER TO THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE EASTERLY, DEFLECTING RIGHT 90 DEGREES 07 MINUTES 21 SECONDS, 1120.66 FEET ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER TO THE PLACE OF BEGINNING. CONTAINING 25.64 ACRES MORE OR LESS.
Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.
Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.
Load Shedding The Distributor may carry out Load Shedding in the following circumstances:
Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.
ROAD TOLERANCES Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Tolerance Class A B C Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 1-6 ORDER OF PRECEDENCE Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:
