Topographic Survey Services Sample Clauses

Topographic Survey Services. ENGINEER will provide survey support as follows.
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Topographic Survey Services. The topographic survey will be prepared at a scale of 1 inch = 20 feet and relative to NAVD 88 elevations consistent with FEMA mapping. Topography limits shown in red on exhibit. Contours will be shown at 1-foot intervals, with spot shots at 50-foot intervals taken to 0.01 foot on hard surfaces and drainage inverts and 0.1 foot on other surfaces. Utilities will be shown based on locations by Tennessee-One-Call and available mapping from local utilities.
Topographic Survey Services. The Consultant shall be obligated to perform all topographic survey services as set forth herein this subsection A.1 of Task No. 2, including producing a bare-earth terrain model of the Phase 2 Project Site (“Topographic Survey Services”). The Consultant shall utilize all previously collected airborne LiDAR data, which was collected in December 2020, to perform all Topographic Survey Services. The Consultant shall establish local survey control points of the Phase 2 Project Site (individually, “Control Point” or collectively, “Control Points”). The Consultant shall set at least six Control Points within the Phase 2 Project Site. Each Control Point shall be set with a semi- permanent monument, such as rebar with a cap, e.g., a Xxxxxx-Xxxxxx nail with a washer, survey spike, 1-1/8" brass disk, or the equivalent. The Consultant shall employ a combination of global positioning system (GPS) technology and conventional land surveying equipment and techniques (e.g., traversing using a total station instrument and differential leveling using an automatic or digital level) to establish Control Points. For each Control Point, the Consultant shall establish horizontal coordinates referenced to the California Coordinate System of 1983, also referred to as “NAD83” Zone 3 and elevations referenced to NAVD88. The City’s existing benchmarks shall be utilized to correlate to NGVD29 used by the City for vertical datum. All topographic survey data and mapping shall be delivered by the Consultant to the City in an AutoDesk’s AutoCAD Civil 3D Version 2020(i.e., .dwg) and .PDF digital file format.
Topographic Survey Services a. Detailed terrestrial topographic survey data will be collected within the approximate limits identified on Exhibit A, to identify the following information: i. Above ground visible features (such as pavements and buildings) ii. Identify and locate utilities that are marked within the survey limits. This will include invert details on structures for depth, size and material of pipe. iii. Above ground evidence of field tiles or otherwise significant drainage features; iv. Perimeters of tree lines; v. Fence lines, including type; vi. Other visible features vii. Incorporation of available GIS information.
Topographic Survey Services. 4.1 Design Survey • ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in the design and preparation of plans for the project. Information gathered during the survey will consist of topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slopes to fit intersecting grade lines. • The minimum survey information to be provided on the plans will consists of the following: − A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. − The following information about each Control Point; a. Identified (Existing. CITY Monument #8901, PK Nail, 5/8” Iron Rod) b. X, Y, and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on CITY Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of the radius at the Southeast corner of North Side Drive and North Main Street). − Coordinates on all P.C.s, P.T.s, P.I.s, Manholes, Valves, etc., in the same coordinate system, as the Control. − No less than two horizontal benchmarks, per line or location. − Bearings for all proposed centerlines, or baselines. − Station equations relating utilities to paving, when appropriate.
Topographic Survey Services. Perform field topographic survey, within Swedish Hospital private property, for approximately 800 LF of water main installation, approximately 260 LF of new water and fire service lines, including new meter/DCDA installations, to locate and show existing surface conditions and approximate locations of buried utilities within project limits, using electronic surveying equipment and one or two-person crew. • Request and review available franchise utility companies’ record drawings information including underground power, gas, telephone, fiber optic, and other known utilities, and incorporate into the base drawings. • Review records provided by Swedish Hospital for locations of under drains and private drains and side sewers and incorporate into design base drawings as applicable. • Provide underground utility locates (through services of a subcontractor to the Consultant) for franchise utilities to field xxxx approximate horizontal locations of existing buried utilities, excluding water main and services, side sewers, under drains and private drains. Services will include the following: o Preliminary research and review of available City, Swedish Hospital, and utility companies’ record drawings to confirm approximate locations. o Provide utility paint marks of existing known utilities prior to field survey. • Reduce field data and prepare survey base drawings for design. Base drawings will typically be established using 1 inch = 20 feet drawing scale and will include two-foot contour intervals. • Horizontal and vertical control will be compatible with NAD 83 Horizontal datum and NAVD 88 Vertical Datum. GPS surveying methodology will be employed where practical and feasible. • Property and rights-of-way boundaries will be as shown on available City or County GIS. Property addresses and/or parcel numbers will be shown for each parcel adjacent to the work. • Utility locates performed for design purposes are not exact locations and may be incomplete. Construction contractor should rely on utility locates performed by representatives of the utility purveyor, made in response to Utility Notification Center (one-call) process and on potholing at time of construction. The utility locates performed by the City, Stantec, and Stantec’s utility locates subcontractor (APS) will be suitable for design purposes and will not be confirmed by potholing during design. If required, selective utility potholing would be performed under the contingent item of work 8, Potholing Bur...

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