Common use of Topographic Survey Clause in Contracts

Topographic Survey. Provide topographical survey and cross sections along the proposed alignment. Typical roadway cross sections will be will not be taken (all survey data points will have X,Y & Z values – deliverable is 2D DGN file). The field data will be sufficient to create a detail planimetric view of the survey project limits. GeoSurv/TSC will invert storm manholes and inlets and invert sanitary manholes, in particular near the intersection where underground pipes may be crossing the four corners of the intersection where a proposed traffic signal may be located. GeoSurv/TSC will not access electrical and telephone manholes. GeoSurv/TSC will tie trees over 3” in diameter when isolated as for landscaping purposes but will only locate edge of a tree line for wooded areas. Field crews will locate utility tone marks placed on the ground by contacting Texas One-Call. We will locate visible existing utilities toned marked by the pipeline companies, municipal utility districts (MUDs), Fort Bend County, and private utility agencies to obtain locations of existing utilities and depths of existing pipelines in support of the Level B Subsurface Utility Surveying effort. We will contact Texas811 (1-request to have underground utilities marked). Traffic Requirements – We will locate traffic infrastructure (pole foundations, cabinet, service etc.), signs and existing pavement markings. It has been identified that locating concrete construction joints and expansion joints are not necessary for this intersection. Perform surveying services to establish the Apparent Right-of-Way lines (A.K.A. Project Limits). No abstracting services or very limited abstracting services will be performed to obtain plats and existing ROW maps under this task. The “Project Limits Line” established under this task will not meet the requirements for establishing existing right-of-way lines based on TBPE&LS requirements; therefore, text callout for this line cannot imply that the TBPE&LS requirements were followed to establish the locations of the right-of-way lines. The Project Limits/Apparent ROW will be shown in the Topographic Survey file or be a reference file to the base Topographic Survey file.

Topographic Survey. Provide topographical survey and cross sections along the proposed alignment. Typical roadway cross sections will be will not be taken (all The purpose of this task is to collect topographic survey data points will have X,Y & Z values – deliverable is 2D DGN file)and prepare mapping as necessary for use in design for this project. The field Topographic data will be gathered using field surveying techniques capable of producing a digital terrain model (DTM). A sufficient amount of data shall be collected to create adequately produce a detail DTM with 1 foot contour intervals at National Map Accuracy standards. Consultant shall collect topographical and planimetric view data within the rights of way for the area identified as A1 on the exhibit “Figure 1: Project Extents (A1, A2, A3, B, C)” provided by the City of Bend, and will generally include the following topographic survey project limitsscope of work (SOW): 1. GeoSurv/TSC will invert storm manholes Planimetric features (road surfaces, striping, curbs, walks, visible overhead and inlets and invert sanitary manholessurface utilities, in particular near ditches, fences, canals, retaining walls, signs, mailboxes, etc. within the intersection where underground pipes may be crossing right of ways); 2. Underground utilities as located by the four corners ITIC Oregon One Call service; 3. Trees, within the right of the intersection where a proposed traffic signal may be located. GeoSurv/TSC will not access electrical and telephone manholes. GeoSurv/TSC will tie trees over ways, 3” or more (bhd) in diameter when isolated as for landscaped areas and 6” or more (bhd) in natural areas. 4. Vegetation limits and major landscaping purposes but will only locate edge of a tree line for wooded areas. Field crews will locate utility tone marks placed on the ground by contacting Texas One-Call. We will locate visible existing utilities toned marked by the pipeline companiesplants (shrubs, municipal utility districts (MUDs)bushes, Fort Bend County, and private utility agencies to obtain locations of existing utilities and depths of existing pipelines in support of the Level B Subsurface Utility Surveying effort. We will contact Texas811 (1-request to have underground utilities marked). Traffic Requirements – We will locate traffic infrastructure (pole foundations, cabinet, service etc.); 5. Invert elevations and pipe sizes of storm and sanitary sewer systems, signs where accessible. Immediate upstream and existing pavement markings. It has been identified that locating concrete construction joints downstream storm and expansion joints are not necessary for this intersection. Perform surveying services to establish the Apparent Right-of-Way lines (A.K.A. Project Limits). No abstracting services or very limited abstracting services sanitary structures will be performed to obtain plats included where accessible. 6. Spot elevations shall be gathered at lower finish floor at residences currently on septic systems, as well as driveway location and existing ROW maps under elevation data between the house and street, as necessary. 7. Topographic data will be collected and mapped per the SOW described above for all streets and right of way within A1. This will include 00xx Xxxxxx between Xxxx Market Road and Xxxxxxxx Road. Xxxx Market Road is not included in this taskscope. 8. Verification of the newly constructed SEI sewer through the King’s Forest area. Invert elevations of the service mains at each manhole shall be checked against the City’s record drawings. 9. Xxxxx Xxxx is not included in this scope as it already has sewer. The “Project Limits Line” established under this task will not meet the requirements for establishing areas of Xxxxxxxx Dr, Fargo Ln, and Baptist Way contain existing right-of-way lines based on TBPE&LS requirements; therefore, text callout for this line cannot imply that the TBPE&LS requirements were followed to establish the locations of the right-of-way lines. The Project Limits/Apparent ROW will pressure sewer and shall be shown included in the Topographic Survey file or be a reference file to the base Topographic Survey filetopographic survey. 10. Conduct bi-weekly internal consultant team coordination meetings. 11. Conduct monthly discipline coordination meetings with DOWL project team and City staff City of Bend SE Bend Septic Solutions 1SBSS

Topographic Survey. Provide topographical The ENGINEER shall provide Topographic Survey as follows A. Field survey and cross data shall be in conformance with the requirements of Title 865 IAC 1-12 et sequential along with applicable sections along of the Indiana Design Manual, Part III, Location Surveys. B. As a minimum the survey will include locating all visible features necessary for the proper design of the proposed alignment. Typical roadway cross sections will be will not be taken (all survey data points will have X,Y & Z values – deliverable is 2D DGN file). The field data will be sufficient to create a detail planimetric view of improvements within the survey project limits. GeoSurv/TSC will invert storm manholes existing and inlets and invert sanitary manholes, in particular near the intersection where underground pipes may be crossing the four corners of the intersection where a proposed traffic signal may be located. GeoSurv/TSC will not access electrical and telephone manholes. GeoSurv/TSC will tie trees over 3” in diameter when isolated as for landscaping purposes but will only locate edge of a tree line for wooded areas. Field crews will locate utility tone marks placed on the ground by contacting Texas One-Call. We will locate visible existing utilities toned marked by the pipeline companies, municipal utility districts (MUDs), Fort Bend County, and private utility agencies to obtain locations of existing utilities and depths of existing pipelines in support of the Level B Subsurface Utility Surveying effort. We will contact Texas811 (1-request to have underground utilities marked). Traffic Requirements – We will locate traffic infrastructure (pole foundations, cabinet, service etc.), signs and existing pavement markings. It has been identified that locating concrete construction joints and expansion joints are not necessary for this intersection. Perform surveying services to establish the Apparent Right-of-Way lines (A.K.A. Project Limits). No abstracting services or very limited abstracting services will be performed to obtain plats and existing ROW maps under this task. The “Project Limits Line” established under this task will not meet the requirements for establishing existing future right-of-way lines based way. This shall be done to insure the most efficient design can be achieved which will minimize land acquisition and relocation costs. These features will include buildings, paved surfaces, shrubs, signs, poles, utilities, manholes, valves and meters, utility locations marked by others, trees equal to and larger than 12 inches and limits of heavily wooded areas. C. Before field work commences, a IUPPS ticket will be submitted for utility locates along the project route. Any marks placed by the respective utilities or their locators will be tied into the survey and graphically shown on TBPE&LS requirements; therefore, text callout the finished product. D. Sufficient elevation shots (Cross sections at 200-foot intervals maximum with any intermediate breaks included) will be taken so that 1-foot contours can be calculated from a created Digital Terrain Model. These contours will be included in the survey submittal. Data will be collected up to 75 feet from existing road centerline and will include a shot at the edge of the travel lanes. E. The Field Survey will be integrated with the United States Public Land System and physical monumentation as necessary to acquire Right of Way (if needed) for this line cannot imply project in accordance with Title 865 IAC 1-12 et sequential. F. Property ownership and right of way determination will be completed to show the limits of property ownership on the topographic survey. If necessary, research at the Xxxxxxxx County offices or any other entity will be completed to facilitate the determination of these lines. G. At a minimum horizontal control points will be set and referenced for the project at quarter mile intervals. The design plans will reference this survey centerline so that the TBPE&LS requirements were followed survey control can be used to establish the locations construction centerline. H. At a minimum of the right-of-way lines. The Project Limits/Apparent ROW two permanent vertical control points (benchmarks) will be shown in set within the Topographic project limits at quarter mile intervals. I. Survey file will be processed using Civil 3D 2018. A drawing or drawings will be a reference file to submitted that includes the base Topographic topographic survey, the survey points and the created surface. A completed field book containing the vertical information along with the drainage structure details will also be completed. J. A Location Control Route Survey filePlat will be created and recorded for this project.