Pavement Width. The portion of the street available for vehicular traffic where curbs are laid, it is the portion between the faces of the curbs. PERSON – Any individual, association, firm, corporation, entity, political subdivision, or government agency. PLAT – A complete and exact plan for subdividing a tract of land into lots for building purposes which, if approved, may be submitted to the County Clerk for recording. PLUMBING CODE –International Plumbing Code of the International Code Council. Adopted by reference as the District’s plumbing code. POINT OF DELIVERY – The point at which ownership of the water and service pipelines transfer from the District to the customer. This is the discharge side of the water meter for water service. POTABLE WATER CUSTOMER – Customer of the District that purchases treated potable water. PRIVATE FIRE LINE – A fire line installed and intended to provide fire protection to a building. Private fire lines shall require a backflow preventer installed at the property line. Private Fire lines will be subject to the Readiness to Serve Fee. PRIVATE FIRE HYDRANT – A fire hydrant installed further that 50 lf from the property line. Private hydrants shall be painted silver and will require a backflow preventer installed at the property line. Private Fire Hydrant will be subject to the Readiness to Serve Fee. PRESSURE REGULATOR – An instrument to regulate pressure. If located on the discharge side of a customer’s meter, it is owned and maintained by the customer. PUC – The Public Utilities Commission of Texas, as established under the Public Utility Regulatory Act of 1975, Article 1446C, V.A.C.S. RAW WATER CUSTOMER – Customer that purchases raw water on a contract basis. RECORD DRAWINGS – Drawings showing locations and size of the water systems as near as possible and conforming to District standards. RENTER – A person who rents property from another person. RESTORE SERVICE – To reestablish a disconnected service.
Pavement Width. 24 ft 24 ft Shoulder Width: 8-10 ft Outsd; 8 ft insd ft 12-14 ft Outsd; 8 ft Insd ft Median Width: Varies ft Varies ft Sidewalk Width: (N/A) ft (N/A) ft Clear Zone: Varies ft 30 ft Additional Information Remarks, Footnotes, Supplemental Data Attachments CE Evaluation Part A Roadway No roadways included with this project Roadway Description Full Reconstruction Project SR 0081, Section 511 Soutthbound - Segment 2235, Offset 0735 to Segment 2321, Offset 3979 Existing Proposed Number of Lanes: 2 2 Lane Width: 24 ft 24 ft Shoulder Width: 8-10 ft Outsd; 8 ft Insd ft 12-14 ft Outsd; 8 ft Insd ft Median Width: Varies ft Varies ft Sidewalk Width: N/A ft N/A ft Bicycle Lane Width: N/A ft N/A ft Clear Zone Width: Varies ft 30 ft Additional Information Remarks, Footnotes, Supplemental Data Attachments CE Evaluation Part A Structure No structures included with this project BMS Number: 00-0000-0000-0000 BRKEY: 32205 Description: (provide name of waterway or facility structure crosses) Northbound: SR 81 over SUSQUEHANNA STREET Full Replacement - Single Span Existing Proposed Precast Concrete Arch on CIP RC Ftg & Ped Structure Type: Concrete T-Beam Walls Weight Restrictions: None ton None ton Height Restrictions: None ft None ft Curb to Curb Width: 42'-7" ft N/A (Arch) ft Lane Width: 12 ft 12 ft Shoulder Width: 11 Rt; 7 Lt ft 8 ft LT; 12 ft RT ft Sidewalk Width: N/A ft N/A ft Total Bridge Width*: 46 ft 32 ft *Total Bridge Width is measured from outside of barrier to outside of barrier, which should include sidewalks, when present. Under Clearance: 16 ft 16-6" ft Lateral Clearance: N/A ft N/A ft Structure Length: 36-9" ft 180 ft Additional Information Remarks, Footnotes, Supplemental Data Attachments CE Evaluation Part A Structure No structures included with this project BMS Number: 57-0081-2245-0000 BRKEY: 32206 Description: (provide name of waterway or facility structure crosses) Southbound: SR 81 over SUSQUEHANNA STREET Full Replacement - Single Span Existing Proposed Precast Concrete Arch on CIP RF Ftg with Structure Type: Concrete T-Beam Ped Walls Weight Restrictions: None ton None ton Height Restrictions: None ft None ft Curb to Curb Width: 42-7" ft N/A (Arch) ft Lane Width: 12 ft 12 ft Shoulder Width: 11Rt; 7 Lt ft 8 ft LT; 12 ft Rt ft Sidewalk Width: N/A ft N/A ft Total Bridge Width*: 46 ft 32 ft *Total Bridge Width is measured from outside of barrier to outside of barrier, which should include sidewalks, when present. Under Clearance: 16 ft 16.5 ft Lateral Clearan...
Pavement Width. 10.5.5 Length and width of pavement crossing. Indicate whether crossing is to be bored or cut, depending upon type of construction.
Pavement Width. Pavement width measured from face of curb to face of curb shall not be less than the following: Street Classification Pavement Width Local L2.1 Collector C2.1 Arterial A2.1 Collector C2.2 Arterial A2.2 Arterial A4.0 8.5 m 9.0 m 10.0 m 11.0 m 14.0 m 12.5 m
Pavement Width. The width of the roadway will only be a consideration on projects that have an overlay applied as part of the preventative maintenance project. For these types of projects the following applies: Interstate – Provide no less than 38 ft width w/5:1 surfacing inslopes. In mountainous terrain, a reduced shoulder width resulting in an overall top width of 36 ft w/5:1 surfacing inslopes may be considered. NHS – If the existing width exceeds the width described in the “Design Guidelines” memo dated August 5, 2008 (these widths are equal to the AASHTO roadway widths for arterials), reduce the top width to accommodate the overlay. If the resulting width will be less than the “Design Guidelines” width, steepen surfacing inslopes to no steeper than 4:1 before reducing the width. If the overlay cannot be accommodated by steepening the surfacing inslopes reduce the width to a minimum of 28 ft. If the placement of the overlay will result in a top width less than 28 ft., employ the Roadway Width Decision Process to determine if a lesser width can be utilized. STP (Primary) - If the existing width exceeds the width described in the “Design Guidelines” memo dated August 5, 2008 (note that these widths are different that the AASHTO roadway widths for collectors), reduce the top width to accommodate the overlay. If the resulting width will be less than the “Design Guidelines” width, steepen surfacing inslopes to no steeper than 4:1 before reducing the width. If the overlay cannot be accommodated by steepening the surfacing inslopes reduce the width to a minimum of 28 ft for ADT > 300, or a minimum of 24 ft. for ADT < 300. If the placement of the overlay will result in a top width less than 28 ft., employ the Roadway Width Decision Process to determine if a lesser width can be utilized. Widths less than 24 ft are not acceptable. STP (Secondary) – Maintain the applicable Geometric Design Standards width with no steeper than 4:1 inslopes. If the existing width is less than standard, provide a minimum width of 28 feet or a minimum of 24 ft. for ADT < 300, with no steeper than 4:1 inslopes. For all routes, the use of a roadway width narrower than the widths described above must be approved through the formal design exception process.
Pavement Width a. Major streets — Forty-four feet (44') to sixty-four feet (64') between back of curbs.
Pavement Width. 1) Residential streets — 24 feet edge to edge.
