Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the Municipality. The width of (gutter lines) or all streets within the Phase II Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- eight (28') feet in perpendicular width, all as and where indicated on the Servicing Plans and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the Municipality.
Appears in 2 contracts
Samples: Subdivision Agreement, Subdivision Agreement
Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the MunicipalityTownship. The width of (gutter lines) or all streets within the Phase II 2 Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- twenty-eight (28') feet in perpendicular width, all as and where indicated on the General Servicing Plans Plan and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the MunicipalityTownship.
Appears in 2 contracts
Samples: Subdivision Agreement, Subdivision Agreement
Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the Municipality. The width of (gutter lines) or all streets within the Phase II IV Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- twenty-eight (28') feet in perpendicular width, all as and where indicated on the Servicing Plans and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the Municipality.
Appears in 1 contract
Samples: Subdivision Agreement
Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the Municipality. The width of (gutter lines) or all streets within the Phase II 3 Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- eight (28') feet in perpendicular width, all as and where indicated on the Servicing Plans and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the Municipality.
Appears in 1 contract
Samples: Subdivision Agreement
Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the MunicipalityTownship. The width of (gutter lines) or all streets within the Phase II 3 Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- twenty-eight (28') feet in perpendicular width, all as and where indicated on the General Servicing Plans Plan and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the MunicipalityTownship.
Appears in 1 contract
Samples: Subdivision Agreement
Roadways. The Subdivider shall construct and install roadways with granular base and asphalt pavement and concrete curb and gutter in accordance with the current specifications prescribed by the Municipality. The width of (gutter lines) or all streets within the Phase II III Plan except for dead end streets (cul-de-sacs) shall not be less than twenty- twenty-eight (28') feet in perpendicular width, all as and where indicated on the Servicing Plans and as otherwise required by the Municipal Engineer. Municipal standards are to serve as a minimum; however, road designs as prepared by the Subdivider’s Geotechnical Engineer exceeding these standards shall be acceptable to the Municipality.
Appears in 1 contract
Samples: Subdivision Agreement