Topographic Surveying for Wallis Street and Intersecting Roadways Sample Clauses

Topographic Surveying for Wallis Street and Intersecting Roadways. (Cat 6; Cond. II) a. Establish horizontal and vertical project control. Control shall be relative to the North American Datum of 1983 (NAD 83) and the North American Vertical Datum of 1988 (NAVD 88). b. For the roadway and ditches, obtain cross-sections at 100-foot intervals with grade breaks. Cross-sections shall extend 20 feet beyond the proposed right-of-way lines where accessible. Identify locations and elevations of physical features to include buildings, fences, walls, trees, sidewalks, driveways and driveway curbs, power poles, light poles, water meters, water wells, ponds, sprinklers, off-site drain pipe, etc. Horizontally and vertically locate existing utilities within, crossing, and adjoining project limits. Utilities will be located and tied based on visual evidence and utilities based on maps, plans, and marked by “One Call” within the project limits, flow line elevations, sizes, material types and directions of pipes will be obtained on storm sewer lines, sanitary sewer lines and culverts. The rim (top) and flow line elevations will be obtained on inlets, manholes, and drainage structures. c. The Surveyor will coordinate with pipeline companies, municipal utility districts (MUDs), homeowner’s associations (HOA’s), Fort Bend County, and private utility agencies to obtain locations of existing utilities and depths of existing pipelines and provide Level B Subsurface Utility Surveying. d. Prepare existing Topographic Survey Map of the Project certifying to a Cat. 6, Cond. II Topographic Survey to be delivered in PDF format. e. The 3D topographical survey base map and digital terrain model (DTM), surface triangular irregular network (TIN) will be created and delivered for the existing roadway using Geopak and Microstation.
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Related to Topographic Surveying for Wallis Street and Intersecting Roadways

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Topographic Survey The Professional shall obtain a topographic and utility survey as described below. 4.1.1. The Professional shall tie in all existing surface topographic features and structures within the survey limits shown in Figure 1. This survey shall include: tops of curbs, edges of pavement, pavement materials, driveways, sidewalks, retaining walls, drainage structures (top, edges and flow line), channels and drainage ways (tops, toes and flow line), manholes (rim, flow lines and diameters of pipes, type of material and photographs of the inside of manholes and drainage structures), including the same survey data for upstream and downstream manholes and structures that are outside of the survey limits for all gravity wastewater and drainage lines within the survey limits. Visible valves, meters, clean-outs, slabs, utility signs, utility poles and structures, fences, landscaping features, shrubbery, trees (including the approximate drip-line), tree canopies, buildings (edges within the survey limits) mailboxes, etc. Trees shall be tagged and tabulated by size and species specific in compliance with the City of New Braunfels Tree Preservation ordinance as defined in the City of New Braunfels Zoning Ordinance Chapter 5.3- 5i. The survey limits shall extend approximately 100 feet on intersecting streets. The Professional shall provide sufficient ground shots to create one (1) foot contours for the Project. 4.1.2. The Professional shall conduct a utility survey and locate existing utilities within the Project boundary in Figure 1. The Professional shall contact all utility service providers by calling Texas 811 and the NBU Project Manager to coordinate flagging of existing franchise utilities. The Professional shall request drawings of existing agency and municipal owned utilities and shall include locations of these utilities in the survey. The Professional shall tie in the locations of the discovered utilities on the survey. The Professional shall bear all costs for the Services associated with utility locates. 4.1.3. The Professional shall locate up to ten (10) geotechnical borings and tie them in to the Project survey. 4.1.4. The Professional shall set and install control points and/or benchmarks as required for the survey work (minimum 1-foot intervals). The Professional shall provide horizontal and vertical coordinates of the benchmarks in the required coordinate system and datum and show the benchmarks on the survey drawing. 4.1.5. The Professional shall research and review adjoining plats and deeds along the survey corridor. The Professional shall locate property corners and identify existing right of way (“ROW”), along the survey corridor, based on found monuments and record documents.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 CSTC shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Ditches (1) Remove bank slough, minor slides, and obstructions. (2) Remove slash created by operations. (3) Restore to functional drainage. (4) Minimize erosion and/or sediment delivery by placement and maintenance of filtering systems.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Site Lands or areas indicated in the Contract Documents as being furnished by the Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Owner that are designated for the use of the Contractor. Also referred to as Project Site, Job Site and Premises.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • UNDERGROUND LOCATIONS Prior to the Company commencing any work the Customer must advise the Company of the precise location of all underground services on the site and clearly xxxx the location. The underground mains and services the Customer must identify include, but are not limited to, telephone cables, fibre optic cables, electrical services, gas services, sewer services, pumping services, sewer connections, sewer sludge mains, water mains, irrigations pipes, oil pumping mains and any other services that may be on site. Whilst the Company will take all care to avoid damage to any underground services the Customer agrees to indemnify the Company in respect of all any liability claims, loss, damage, cost and fines as a result of damage to services not precisely located and notified pursuant to this clause.

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