Field Surveying. The Utility Coordinator will provide field surveying, at the request of the County or its Designated Representative, to assist in utility coordination during any phase of a County Project —planning, design, and/or construction. The Utility Coordinator will only provide such services to the County when requested and authorized in writing. Field surveying services include, but are not limited to:
Field Surveying. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:
Field Surveying. IMEGshallprovidelandsurveyingservicesin coordination with final design of this alignment including existing conditions at minimum 100-foot intervals for the length of the proposed alignment.
Field Surveying. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), WAs Used DocuSign Envelope ID: 56C9F445-711D-4155-8CAC-4A873A2298E4 produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:
Field Surveying. FOR US 54 FROM DALLAM COUNTY LINE TO US 87, FIELD SURVEY HAS BEEN COMPLETED BY OTHERS AND WILL BE TRANSLATED TO CURRENT COORDINATES BY THE ENGINEER IN ACCORDANCE WITH THE STEPS LISTED ABOVE. EXHIBIT D- FEE SCHEDULE IS BASED ON THE ADDITION AND INCORPORATION OF FULL TOPOGRAPHICAL SURVEY ONLY BETWEEN THE RAILROAD CROSSING AND THE XX 00/ XX 00 XXXXXXXXXXXX, XXX XX XXX XXXXXXXXX XXXXXX XX XXX XX 54/ B-US 87 INTERSECTION, AND A SURVEY WALK-THROUGH TO SET CONTROL, PERFORM SPOT CHECKS FOR GROUND TRUTHING, AND UPDATE SIGN SURVEY THROUGH THE LENGTH OF THE PROJECT. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:
Field Surveying. This task will include refined field topographic surveying for the Juvenile Justice Center, a portion of Maple St. ROW, and select channel cross-sections in proximity to the project area including the Zone A tributary along the Maple Street ROW. Will prepare a topographic survey of the area specified on Wilco Juvenile Justice Center Survey Limits, dated 2/7/18. Ground survey will be limited to one cross-section extending from the west building corner of the main facility out approximately 1,200’ perpendicular and centered on the nearby creek crossing within the survey limits, periodic limited cross-sections in heavily vegetated areas, 100’ square limited topo measurements centered along the Maple St. ROW bisecting the survey limits at the creek crossing, utility manholes covers, existing drainage culvert flowlines as encountered during time of survey, various spot elevations in vegetative areas and various spot elevations on hard surfaces throughout the survey limits for use in county-wide LiDAR validation. The topographic survey will be prepared based on LIDAR point cloud RMSE reporting compared against ground-surveyed validation measurements and will incorporate topographic measurements to generate 1-foot contours. The survey will be performed in accordance with TSPS Standards for a Category 6 Condition II Topographic survey and will be based on NAD 83 (2011) using NAVD88 vertical datum. Deliverables will include Civil3D .dwg file and .XML export of the prepared digital terrain model. Survey will be scheduled to be delivered 12 business days from receipt of the signed proposal. Client is to coordinate right-of-entry access prior to issuance of notice to proceed and provide County-wide LiDAR dataset tiles respective to the survey limits. This proposal includes one field mobilization for ground surveying activity. Subsequent mobilizations for additional ground survey requests can be performed on a supplemental hourly as-needed basis. Additional survey data may be necessary in future final design efforts, once design recommendations are made.
Field Surveying. 4.2.24.1.1.1. Collect topographic survey information and prepare base mapping.
