The Federal Highway Administration's (FHWA) Road Inventory Program (RIP) report for Grand Teton National Park, dated June 2017, details the Cycle 6 condition assessment of paved roads and parking areas. This program, established in 1976 through a Memorandum of Agreement between the NPS and FHWA, inventories and inspects all paved routes and parking lots within the National Park System. The assessment uses both automated pavement inspection vehicles and manual ratings to gather data, which is then utilized by the Highway Pavement Management Application (HPMA) to prioritize maintenance and rehabilitation projects, forecast future conditions, and calculate deferred maintenance. Cycle 6, initiated in 2014, aims to collect data from all paved roads (approximately 5,700 miles) and parking areas in all NPS park units, with additional collections for primary routes in larger parks to enhance pavement management and prediction models. The report emphasizes the importance of this data for managing and improving the transportation infrastructure within national parks, as mandated by legislation like TEA-21 and MAP-21.

The Western Federal Lands Highway Division (WFLHD) submitted a Brand Name Justification & Approval (J&A) for the Teton Park Road project in Grand Teton National Park. This justification, in accordance with FAR 6.302-1, seeks to use specific brand-name luminaires and light poles from Leotek, Valmont, and Ecosense for sign and overhead lighting at the roundabout. The estimated cost for this equipment is $17,975.00. The rationale for this sole-source acquisition is based on FAR Part 11.105 and 6.302-1, emphasizing that these products are essential for consistency with existing park infrastructure, ease of maintenance, and compliance with the National Park Service's aesthetic requirements for cultural, regional, and historic characteristics. Market research confirmed the uniqueness of these products in meeting agency needs. Although specific brand names are requested for certain components, the overall project will be solicited through full and open competition, expecting contractors to seek competitive pricing from suppliers. The document includes certifications from the Project Manager and Contracting Officer, affirming the justification's accuracy and completeness.

The Horizontal Alignment Review Report, created on September 30, 2025, provides a detailed geometric breakdown of the "BP01" alignment for the "Design SurvFt" project, likely a bikepath. The report specifies the alignment's start and end points, including Northing and Easting coordinates, and meticulously details various linear and circular elements. Each element is characterized by its stationing, coordinates, tangential and radial directions, lengths, radii, delta angles, degree of curvature, and other geometric properties like chord length and external. The alignment progresses through a series of linear segments and circular curves with varying radii and deflection angles (both right and left turns). This report is crucial for understanding the precise horizontal geometry of the bikepath, ensuring accurate design, construction, and compliance with engineering standards for federal or state infrastructure projects.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment specifications for the "Design SurvFt" project, specifically for the "WY_NP_GRTE_11(1)_ali_bikepath.dgn" file. The report uses feet as the unit of measurement and focuses on Horizontal Alignment BP01 and Vertical Alignment BL3. It meticulously outlines various linear and symmetrical parabolic elements of the alignment, providing detailed station, elevation, grade, length, and curvature parameters. Key elements include the start and end points, Vertical Point of Curvature (VPC), Vertical Point of Intersection (VPI), Vertical Point of Tangency (VPT), and highest/lowest points (VHP/VLP) for each segment. The report specifies entrance and exit grades, lengths, and associated 'r' and 'K' values for parabolic curves, as well as tangent grades and lengths for linear sections. This technical document serves as a critical reference for the design and construction of the bikepath, ensuring precise vertical alignment according to engineering specifications.

The LandXML file details a proposed alignment named "BP01," spanning 429.31 US Survey Feet with a start station of 22500. The alignment consists of a series of interconnected lines and curves, defined by precise start, end, and center coordinates, as well as directional and length attributes. These geometric features are consistently styled as "Alignment\Baseline." Additionally, the file includes a profile named "BL3" with multiple vertical intersection points (PVIs) and parabolic curves, outlining the vertical characteristics of the alignment. The document uses Imperial units for measurements and was created using OpenRoads Designer software, indicating its origin in civil engineering or infrastructure planning projects.

This Horizontal Alignment Review Report details the geometric characteristics of the "BP02" alignment, likely for a bikepath project titled "Design SurvFt," as indicated by the file name "WY_NP_GRTE_11(1)_ali_bikepath.dgn." The report, created on September 30, 2025, provides a comprehensive breakdown of the alignment's linear and circular elements. Each element includes precise stationing, northing, and easting coordinates, along with specific parameters such as tangential directions and lengths for linear segments, and radius, delta angle, length, tangent, and chord details for circular curves. The report meticulously documents changes in direction, degree of curvature, and other critical design components. This detailed review is essential for ensuring the alignment meets design specifications, safety standards, and regulatory requirements typical for federal and state infrastructure projects.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment specifications for the "Design SurvFt" project, specifically for the "WY_NP_GRTE_11(1)_ali_bikepath.dgn" file. The report provides a comprehensive breakdown of the horizontal alignment BP02 and vertical alignment BL8, both styled as "Alignment\Baseline." It outlines various linear and symmetrical parabola elements, including station, elevation, tangent grades, tangent lengths, and parabolic curve data such as length, entrance/exit grades, 'r' value, 'K' value, and middle ordinate. All units are in feet. The document meticulously records the progression of the vertical alignment, from the start at Station 25000.000 to the end at Station 25195.379, detailing changes in elevation and grade through multiple Vertical Point of Intersections (VPIs), Vertical Point of Curvatures (VPCs), and Vertical Point of Tangents (VPTs). This report is crucial for understanding the precise design and engineering of the bikepath's vertical profile.

The LandXML file details a proposed alignment named "BP02," spanning approximately 195.38 US survey feet, created using OpenRoads Designer. The alignment is composed of a series of interconnected lines and curves, including both clockwise and counter-clockwise arcs with varying radii and lengths. Each segment specifies start and end coordinates, direction, and length, all associated with an "Alignment\Baseline" style. The file also includes a vertical profile, "BL8," which defines elevations along the alignment through a series of Point of Vertical Intersections (PVIs) and parabolic curves, indicating proposed grades and elevations. This data is critical for infrastructure planning, engineering, and construction, providing precise geometric and elevation details for the proposed route.

The “Station Offset Northing Easting Report” provides detailed survey data for the “Design SurvFt” project, specifically for the “Menors Ferry Rd. EB East Leg” baseline alignment. Created on October 2, 2025, the report lists station, offset, northing, and easting coordinates in feet for various points along the alignment. The data includes an offset alignment identified as “Prop Clearing46.” This type of report is crucial for government RFPs, federal grants, and state/local RFPs involving infrastructure development, as it provides essential spatial information for design, planning, and construction of transportation projects.

The "Station Offset Northing Easting Report," created on October 2, 2025, provides detailed survey data for the "Design SurvFt" project. This report focuses on the "Menors Ferry Rd. WB East Leg" baseline alignment and an offset alignment named "Prop Clearing46." It lists station, baseline offset, offset alignment northing, and offset alignment easting in feet. The data points span from station 36950.000 to 37125.000, showing varying offsets and corresponding coordinates. The file, named c:\dja-pwwork\dja-prod\dms15136\WY_NP_GRTE_11(1)_ali_roundabout.dgn, was last revised shortly before the report's creation. This document is a technical record of surveying measurements, likely used for infrastructure design, planning, or construction projects within a government context, such as federal or state roadwork initiatives.

The “Station Offset Northing Easting Report,” created on October 2, 2025, details a design survey project named “Design SurvFt.” The report focuses on the “Moose Wilson Rd. EB West Leg” baseline alignment and an “Offset Alignment (Prop Clearing46).” It provides precise station, offset, northing, and easting data in feet for various points along the alignments. This data is critical for geographical and spatial analysis in civil engineering and construction projects, likely supporting a federal or state-level infrastructure development or grant related to road design. The file also includes technical specifications such as the project file name and last revision date.

The “Station Offset Northing Easting Report,” generated on October 2, 2025, details alignment data for the “Design SurvFt” project, specifically focusing on the “Moose Wilson Rd. WB West Leg” baseline. The report provides precise station, offset, northing, and easting coordinates for various points along the “Prop Clearing46” offset alignment. All measurements are in feet, indicating a technical survey or design document. This type of report is crucial for federal, state, and local government RFPs and grants related to infrastructure projects, such as road construction or land development, ensuring accurate spatial data for planning and execution.

The "Station Offset Northing Easting Report" provides detailed survey data for the "Design SurvFt" project, specifically focusing on the "BL30" alignment. Created on October 2, 2025, the report lists station, baseline offset, Northing, and Easting coordinates for various points along an offset alignment, "Prop Clearing46." All measurements are in feet, as specified in the report's notes. The file, located at "c:\dja-pwwork\dja-prod\dms15136\WY_NP_GRTE_11(1)_ali_roundabout.dgn," was last revised shortly before the report's creation. This technical document is essential for understanding the precise geographical and spatial relationships of design elements within the project, likely for construction, planning, or land management purposes related to a roundabout.

The “Station Offset Northing Easting Report” provides detailed geospatial data for the “Design SurvFt” project, specifically focusing on the “Teton Park Rd. NB North Leg” alignment. Created on October 2, 2025, the report lists station, offset, northing, and easting coordinates in feet for various points along the baseline and offset alignments. This technical document is essential for federal government RFPs, federal grants, and state and local RFPs involving infrastructure design, surveying, and construction projects, as it provides precise location data crucial for planning and execution. The data helps in accurately mapping and designing the project's physical layout.

The Station Offset Northing Easting Report, created on October 2, 2025, details the Design SurvFt project, specifically focusing on the Teton Park Rd. SB North Leg alignment. The report provides precise station, offset, northing, and easting coordinates for various points along the 'Prop Clearing46' offset alignment, all measurements being in feet. This technical document, likely part of a federal or state RFP or grant related to infrastructure development, outlines critical survey data essential for the planning and execution of road construction or modification projects, particularly those involving alignment and offset calculations for features like roundabouts as indicated by the file name.

The “Station Offset Northing Easting Report,” created on October 2, 2025, provides detailed survey data for the “Design SurvFt” project. The report focuses on the “Teton Park Rd. NB South Leg” alignment, referencing the file “WY_NP_GRTE_11(1)_ali_roundabout.dgn.” It lists station, baseline alignment offset, offset alignment northing, and offset alignment easting in feet. The data points span from station 30000.000 to 30300.000, with varying offset, northing, and easting values. This document is a technical survey report, likely used for civil engineering or construction planning within a government infrastructure project, providing precise geographical and alignment information for a proposed clearing.

The “Station Offset Northing Easting Report” provides detailed alignment data for the “Teton Park Rd. SB South Leg” project, likely associated with federal or state infrastructure planning. Created on October 2, 2025, the report lists station, offset, northing, and easting coordinates in feet for various points along the baseline alignment. The project file, “WY_NP_GRTE_11(1)_ali_roundabout.dgn,” suggests a focus on roundabout design within a national park (GRTE likely referring to Grand Teton National Park). This data is crucial for surveying, design, and construction, ensuring precise spatial referencing for the proposed infrastructure improvements. The report details specific coordinates for an “Offset Alignment (Prop Clearing46),” indicating a component of the project related to clearing or a specific proposed feature.

This document is a Survey Control Sheet for the WY NP GRTE 11(1) project, detailing the process for transferring Excel-formatted survey point lists onto Excel plan sheets. It outlines common sheet information such as project number, drawing number, and title block text, specifying data location, header rows, and table limits. The sheet names section indicates how worksheets will be numbered. Instructions are provided for importing point list files and creating additional sheets. The document also includes a table of survey control points with state plane and geographic coordinates, elevation data, and descriptions for various locations like BLACKTAIL, MOOSE, and TAGGART. Key project details include the Teton Park Road Moose-Taggart project name, Fall 2022 field work date, March 2023 final adjustment date, Wyoming West SPCS NAD83 2011 coordinate system, NAVD88 Geoid18 vertical datum, and US Survey Foot project units. It also contains instructions for checking distances between points using the combined factor.

This government report, created on Wednesday, September 24, 2025, at 10:04:36 AM, is a detailed

This government file, generated on September 24, 2025, is a Volumes Report detailing various construction and excavation quantities in feet, square feet, and cubic yards. The report meticulously lists quantities for elements such as Sidewalk Layers 1 and 4, Turf Establishment, Curb Bottom, Pavement Layers 1 and 4, Concrete Median Top, Curb Top, and both removed and replaced Existing Topsoil and Pavement Layer 1. It also includes total volumes for cut and fill, indicating the overall excavation and material placement required for a project. The report categorizes volumes by 'Station Type' and provides 'Area' and 'Volume' data, along with a 'Factor' and whether the volume is 'Included in Mass Ordinate'. The report also details numerous items with zero volumes, such as various pavement layers, curb types, and terrain features. This comprehensive breakdown is crucial for project planning, cost estimation, and material management within federal and state infrastructure RFPs.

This government report, created on September 24, 2025, provides a detailed volumes analysis, likely for a construction or engineering project. It meticulously details various 'cut' and 'fill' volumes, along with specific material layer volumes such as 'Shoulder Layer 1,' 'Pavement Layer 1,' 'Pavement Layer 2,' and 'Pavement Layer 4.' The report also includes total volumes for categories like 'Volumes_Cut,' 'Volumes_Fill,' 'Total Foreslope,' and 'Total DNC (Did Not Classify).' All units are consistently in feet, square feet, and cubic yards. The inclusion of 'Adjusted Volume' and whether items are 'Included in Mass Ordinate' suggests a comprehensive assessment of earthwork and material quantities, crucial for cost estimation, project planning, and progress tracking in federal, state, or local infrastructure projects.

The LandXML file

This government file, a LandXML document generated by Bentley Systems' OpenRoads Designer, details the "Teton Park Road Roundabout" project. It provides precise topographical data, including 413 points with X, Y, and Z coordinates, which define the "Design_Contours" surface using a Triangulated Irregular Network (TIN) surface type. The project utilizes Imperial units for measurements, including square feet for area, US Survey Foot for linear distances, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The purpose of this document is to serve as a foundational data file for the proposed ground design of the Teton Park Road Roundabout, essential for engineering and construction planning in federal, state, or local infrastructure projects.

The “Horizontal Alignment Review Report,” generated on September 30, 2025, provides a detailed engineering analysis of the “Menors Ferry Rd. EB East Leg” alignment for the “Design SurvFt” project. This report, likely part of a federal or state RFP for infrastructure design, specifies horizontal alignment parameters in feet. It details a circular element with a radius of 350 feet and a delta of 28.163 degrees right, followed by a linear element. Key data points include Northing and Easting coordinates for PC, HPI, CC, PT, and END points, as well as measurements for length, tangent, chord, middle ordinate, and external values. Directional information for back tangent, back radial, chord, ahead radial, and ahead tangent is also provided. The report concludes with the tangential direction and length of the final linear segment, offering critical geometric data for roadway or infrastructure design.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment specifications for the "Menors Ferry Rd. EB East Leg" horizontal alignment within the "Design SurvFt" project. The report provides critical engineering data, including station elevations, VPI (Vertical Point of Intersection) coordinates, and grades for a symmetrical parabola element. Key parameters such as length, entrance and exit grades, the rate of vertical curvature (r), K-value, and middle ordinate are precisely documented. This information is crucial for ensuring proper road design, drainage, and safety, aligning with the technical requirements often outlined in federal and state infrastructure RFPs.

This government file, likely an attachment to a federal or state RFP, details the proposed alignment of the "Menors Ferry Rd. EB East Leg." The document, in LandXML format, provides precise geometric data for a road segment, including a curve and a straight line, with imperial units. Key information includes the alignment's length, starting station, and detailed coordinates for the curve's start, center, and end points, as well as the line's start and end. It also outlines profile data with PVI and ParaCurve information. This technical specification is critical for civil engineering and construction projects, ensuring adherence to design standards for infrastructure development.

The Horizontal Alignment Review Report, created on September 30, 2025, details the design survey for the "Menors Ferry Rd. WB East Leg" alignment. This report outlines the precise geometric characteristics of a road segment, including linear and circular elements. Key details encompass stationing, northing, easting coordinates, tangential directions and lengths, and circular curve parameters such as radius, delta angle, degree of curvature, and chord information. The alignment transitions from a linear section to a circular curve and then back to a linear segment, with all measurements provided in feet. This document is crucial for understanding the exact layout and specifications of the road design.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment specifications for the "Design SurvFt" project, specifically concerning the "Menors Ferry Rd. WB East Leg." The report provides critical engineering data for a symmetrical parabola element within the alignment. Key metrics include the Vertical Point of Curvature (VPC) at station 36999.995 with an elevation of 6477.250 feet, the Vertical Point of Intersection (VPI) at station 37043.495 with an elevation of 6476.453 feet, and the Vertical Point of Tangency (VPT) at station 37086.995 with an elevation of 6477.304 feet. Further details include a length of 87.000 feet, an entrance grade of -0.018, an exit grade of 0.020, and a middle ordinate of 0.412. This report is essential for ensuring the precise design and construction of the road's vertical profile, a common component in state and local RFPs for infrastructure development.

The LandXML file details the proposed alignment for the "Menors Ferry Rd. WB East Leg" project, a key component in federal, state, and local infrastructure development. This alignment, approximately 198.7 feet in length, includes a combination of straight lines and a clockwise curve with a radius of 110 feet. The file specifies the geometric coordinates, including start and end points for each segment, and identifies the style as an "Alignment\CFL Baseline." Additionally, it outlines the vertical profile with specific PVI (Point of Vertical Intersection) and ParaCurve data, indicating a proposed vertical alignment for the road. The document, created using OpenRoads Designer, provides essential engineering data for planning and construction within a government RFP or grant context.

The "Horizontal Alignment Review Report" details the geometric characteristics of the Moose Wilson Road EB West Leg alignment, likely for a roundabout project. Created on September 30, 2025, the report provides precise measurements in feet for circular and linear elements. Key data includes Northing, Easting, radii, delta angles, lengths, tangents, and directions for various points (PC, HPI, CC, PT). The alignment consists of a circular curve, a linear segment, and another circular curve, with detailed specifications for each, such as radius, length, and tangent direction. This document is crucial for engineering and construction, ensuring the alignment meets design standards and regulatory requirements for federal, state, or local infrastructure projects.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment design for the "Design SurvFt" project, specifically for the Moose Wilson Rd. EB West Leg horizontal alignment. The report specifies units in feet and outlines the vertical alignment (BL) using an "Alignment\CFL Baseline" style. It provides precise station and elevation data, describing linear and symmetrical parabola elements. Key details include tangent grades (-0.010 and 0.020), tangent lengths (2.040 and 14.449), and parameters for a symmetrical parabola (VPC, VPI, VPT, VLP, length, entrance and exit grades, 'r' value, 'K' value, and middle ordinate). This technical document is crucial for understanding the road's vertical design in federal or state/local infrastructure projects.

This LandXML file details the proposed alignment for the "Moose Wilson Rd. EB West Leg" project, a key component in federal, state, and local infrastructure development. The file, generated by OpenRoads Designer, specifies geometric data for a road segment measuring approximately 154.71 feet. It includes detailed coordinates and parameters for curves and lines, indicating the horizontal and vertical alignment of the proposed roadway. The horizontal geometry comprises a series of curves and straight lines with specific radii, lengths, and directional data. The vertical profile outlines elevation data, including PVI points and parabolic curves, critical for defining the road's gradient. This data is crucial for engineering, construction, and compliance within government RFPs and grants for transportation projects.

The Horizontal Alignment Review Report, created on September 30, 2025, details the design specifications for the "Moose Wilson Rd. WB West Leg" alignment within the "Design SurvFt" project. This report provides precise measurements in feet for three distinct circular elements of the alignment, outlining critical geometric parameters such as Northing, Easting, Radius, Delta, Length, Tangent, and Chord. It meticulously documents the Point of Curvature (PC), Horizontal Point of Intersection (HPI), Center of Curvature (CC), Point of Compound Curvature (PCC), and Point of Reverse Curvature (PRC) for each segment. The report also includes directional data for back tangents, back radials, chords, ahead radials, and ahead tangents, indicating the curvature direction (Right or Left) for each element. This detailed review ensures the accuracy and integrity of the horizontal alignment design, crucial for federal and state road infrastructure projects.

This "Vertical Alignment Review Report," dated September 30, 2025, details the vertical alignment design for the "Moose Wilson Rd. WB West Leg" within the "Design SurvFt" project. The report provides precise measurements in feet for various elements of the vertical alignment, including linear sections and a symmetrical parabola. Key data points include station, elevation, tangent grades, tangent lengths, and parabolic curve parameters like length, entrance and exit grades, "r" value, "K" value, and middle ordinate. This technical document outlines the specific geometric characteristics of a roadway segment, which is crucial for engineering and construction planning in government infrastructure projects, such as those related to federal or state transportation RFPs.

This LandXML file details the proposed alignment for the "Moose Wilson Rd. WB West Leg" project, indicating its relevance to federal or state infrastructure RFPs. It specifies geometric data for the road, including three sequential curves with varying radii, lengths, and chord measurements, along with their start, center, and end coordinates. The alignment has a total length of approximately 191.74 feet and a proposed profile with specific PVI (Point of Vertical Intersection) and parabolic curve data. The document also notes the use of "OpenRoads Designer" software by Bentley Systems, Inc. for its creation. This file is crucial for understanding the proposed road design and can inform bids or proposals for construction and engineering services.

The Horizontal Alignment Review Report, dated September 30, 2025, details the 'Design SurvFt' project. It focuses on the alignment designated 'BL30', described as an 'Alignment\CFL Baseline'. The report provides precise geometric data for a circular element, including Northing and Easting coordinates for the PC, CC, and PT points, all measured in feet. Key specifications include a radius of 47.000 feet, a length of 295.310 feet, and a degree of curvature (Arc) of 121.906. Directional information for the back tangent, back radial, chord, ahead radial, and ahead tangent is also provided. This document is crucial for understanding the precise horizontal geometry of the alignment in a federal or state infrastructure project, likely for design and construction purposes.

The Vertical Alignment Review Report, generated on September 30, 2025, details the design specifications for the "Design SurvFt" project. This report focuses on the vertical alignment of the BL30 horizontal alignment, utilizing the Alignment\CFL Baseline style. It provides precise measurements and calculations for various elements, including symmetrical parabolas and linear sections. Key data points encompass station elevations, element lengths, entrance and exit grades, and critical values such as 'r' and 'K' for parabolic curves. The report outlines three symmetrical parabolas and two linear segments, detailing their individual characteristics, such as VPI, VPC, and VPT coordinates, tangent grades, and lengths. All units are in feet, ensuring accuracy in the design and review of the vertical alignment for the project.

This LandXML file, generated by Bentley Systems' OpenRoads Designer, details a proposed alignment named "BL30" with a specified length and starting station. The file outlines the geometric coordinates of this alignment, which includes a counter-clockwise arc with a defined radius, length, and chord, along with its start, center, and end coordinates. Additionally, it contains profile information for "BL6," showing several PVI (Point of Vertical Intersection) and ParaCurve (parabolic curve) details, indicating elevation and stationing along the alignment. The document uses imperial units for measurements and includes metadata about its creation date, time, and the software used. This type of data is crucial for infrastructure projects, potentially related to federal or state RFPs for road design or other civil engineering works.

The Cross Section Gradebook with Northing/Easting Report, generated on October 2, 2025, provides detailed survey data for the "BP-01" alignment, specifically for the "Pathway" surface. The report details various features such as EOG_Layer1_Top_Outside, ETW_Layer4_Btm, CL_Layer4_Btm, and Ditch_Bot at different stations (e.g., 22500.000, 22525.000, 22550.000, 22575.000, 22600.000, 22625.000, 22650.000, 22675.000, 22700.000, 22755.640, 22775.000, 22783.564, 22795.496, 22800.000, 22825.000, 22827.252, 22850.000, 22875.000, 22881.258, 22900.000, 22916.091, 22925.000). For each feature, the report lists its offset, elevation, Northing and Easting coordinates, existing ground elevation, and slope. The units for all measurements are in feet. The report systematically documents the topographical and elevation data along the specified alignment, indicating whether a

This government file is a "Cross Section Gradebook with Northing/Easting Report" created on October 2, 2025. It provides detailed survey data for an alignment named BP02, with all units in feet. The report lists various stations, including 25025.000, 25027.934, 25043.769, 25097.724, 25100.000, 25111.151, 25125.000, 25150.000, 25175.000, 25177.837, 25190.090, and 25195.379. For each station, it details features like "ETW_Layer4_Btm_L," "CL_Layer4_Btm," "ETW_Layer4_Btm_R," and "Slope_Stake_Fill_L," along with their respective offsets, elevations, Northing, Easting, existing ground elevations, and slopes. This data is critical for precise spatial analysis and engineering design, likely supporting infrastructure projects within federal, state, or local government contexts by providing foundational geographic and topographical information.

The document is a Cross Section Gradebook with Northing/Easting Report for the Menors Ferry Rd. EB East Leg, created on September 30, 2025. It details precise measurements in feet for various features of the road at different stations, including offsets, elevations, Northing, and Easting coordinates. The report provides existing ground elevations and slope data for features like Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_LayerTop_R1, Pavt_EOP_Layer4_R, and Slope_Stake_Fill. This type of detailed engineering data is crucial for government RFPs related to road construction, maintenance, or infrastructure development projects, ensuring accurate topographical and structural planning.

This report, generated on September 30, 2025, provides a detailed cross-section gradebook with Northing/Easting data for the "Menors Ferry Rd. WB East Leg" alignment. The document presents precise measurements in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features like Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_EOP_Layer4_R, and Slope_Stake_Fill at multiple stations along the road (37000.000, 37025.000, 37037.637, 37050.000, 37075.000, and 37086.995). This data is crucial for construction, surveying, and infrastructure development, ensuring accurate grading and alignment for the Menors Ferry Road project.

The "Cross Section Gradebook with Northing/Easting Report" details precise measurements for the Moose Wilson Rd. EB West Leg alignment, generated on October 1, 2025. This report, likely part of a federal or state RFP for infrastructure projects, provides critical data in feet for various features at specific stations along the roadway. Key features include Pavement Center Line (Pavt_CL_Layer4), Pavement Edge of Travel Way (Pavt_ETW_Layer4_R), Pavement Edge of Pavement (Pavt_EOP_Layer4_R), and Slope Stake Fill. For each feature, the report lists offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is essential for design, construction, and quality control, ensuring adherence to project specifications and facilitating accurate topographical and structural analysis for the roadwork.

The

The "Cross Section Gradebook with Northing/Easting Report," created on October 1, 2025, provides detailed topographic data for the BL30 alignment. This report, presented in feet, includes cross-sectional information at various stations along the alignment, ranging from 34000.000 to 34295.310. For each station, it lists features such as "Pavt_CL_Layer41" and "Pavt_ETW_Layer4_R," along with their respective offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes. The data appears to be crucial for surveying, engineering, or construction planning within the specified alignment, offering precise measurements of existing terrain and proposed pavement layers. The inclusion of Northing and Easting coordinates, alongside elevations, provides a comprehensive geospatial reference for project development or assessment.

The document is a

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for the Teton Park Rd. SB South Leg alignment, generated on October 1, 2025. The report, measured in feet, lists features such as 'Pavt_CL_Layer4,' 'Pavt_ETW_Layer4_R,' and 'Slope_Stake_Fill' at various stations (e.g., 31000.000, 31025.000, up to 31282.978). For each feature, the report specifies offset, elevation, Northing, Easting, and existing ground levels, along with slope values. This detailed survey data is crucial for engineering, construction, and infrastructure projects, likely supporting road maintenance or development activities within the Teton Park area.

The "Cross Section Gradebook with Northing/Easting Report" details the topographical and structural features of the Teton Park Road NB North Leg and TPR N Tie-in surfaces. Created on October 1, 2025, the report provides comprehensive data on various features such as pavement layers (Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Concrete_R, Pavt_ETW_Layer4_R1, Pavt_EOP_Layer4_R) and slope stakes (Slope_Stake_Fill, Slope_Stake_Fill_R) at different stations. For each feature, the report lists offset, elevation, Northing, Easting, existing ground elevation, and slope, all units in feet. This data is critical for construction, maintenance, and surveying within the specified road sections, offering precise measurements for engineering and planning purposes.

The 'Cross Section Gradebook with Northing/Easting Report,' created on October 1, 2025, details various geographical and engineering measurements for the 'Teton Park Rd. NB South Leg' alignment. The report, which specifies units in feet, presents data for multiple stations (e.g., 30000.000, 30025.000, 30050.000) along the designated road segment. For each station, the document lists features such as 'Pavt_CL_Layer4,' 'Pavt_ETW_Layer4_R,' 'Pavt_EOP_Layer4_R,' and 'Slope_Stake_Fill,' providing their respective offsets, elevations, Northing and Easting coordinates, existing ground levels, and slopes. This comprehensive report serves as a critical reference for understanding the precise topographical and structural characteristics of the Teton Park Road Northern Bound South Leg, likely for construction, maintenance, or planning within a federal or state infrastructure project.

The document outlines the "Teton Park Road Roundabout" project, detailing the proposed subgrade using LandXML version 1.2 data. It specifies imperial units for area (square foot), linear (USSurveyFoot), volume (cubicYard), temperature (fahrenheit), and pressure (inHG). The data, generated by OpenRoads Designer (version 23.00.01.11 by Bentley Systems, Inc.), includes surface definitions for "Design_Contours" as a Triangulated Irregular Network (TIN). The core of the file consists of 413 P points, each defined by an ID, X, Y, and Z coordinate, meticulously mapping the proposed subgrade contours for the roundabout project. This detailed geospatial data is crucial for engineering and construction planning, providing precise elevation and location information for the project infrastructure.

The Horizontal Alignment Review Report, generated on September 30, 2025, details the geometric characteristics of the "Teton Park Rd. NB North Leg" alignment for the "Design SurvFt" project. The report meticulously outlines three primary elements: a circular curve, a linear segment, and another circular curve, followed by a final linear segment. For each circular element, crucial data such as radius, delta angle, degree of curvature, length, tangent, chord, middle ordinate, and external values are provided. It also specifies back tangent, back radial, chord, ahead radial, and ahead tangent directions. The linear segments are defined by their tangential direction and length. All measurements are in feet, offering a precise breakdown of the alignment's horizontal geometry. This report is essential for understanding the road's design and ensuring compliance with engineering standards.

The “Vertical Alignment Review Report” for the “Design SurvFt” project, created on September 30, 2025, details the vertical alignment of the Teton Park Rd. NB North Leg. The report outlines two primary vertical alignments, both utilizing the “Alignment\CFL Baseline” style. It provides precise station and elevation data, breaking down the alignment into linear and symmetrical parabolic elements. Key details include tangent grades and lengths, VPI (Vertical Point of Intersection), VPC (Vertical Point of Curvature), and VPT (Vertical Point of Tangency) elevations, as well as entrance and exit grades for parabolic sections. The document also provides calculations for 'r' and 'K' values, and middle ordinates for the parabolic elements, all measured in feet. This technical review ensures the design meets required vertical specifications for the roadway.

The LandXML file details the proposed "Teton Park Rd. NB North Leg" alignment, a federal government project, specifying its geometry and profile. The alignment spans 456.92 US Survey Feet and begins at station 32957.06. It includes a series of curves and lines, with precise coordinates and dimensions for each segment. Key features like curve radius, length, and chord are provided, along with directional information for lines. The file also outlines the vertical profile "BL5" with PVI (Point of Vertical Intersection) and parabolic curve details. This data, generated by Bentley Systems' OpenRoads Designer, is crucial for planning and executing the road construction project, ensuring adherence to design specifications and facilitating accurate implementation within federal guidelines.

The "Horizontal Alignment Review Report" details the geometric characteristics of the "Teton Park Rd. NB South Leg" alignment, vital for infrastructure projects. Created on September 29, 2025, the report provides precise measurements in feet for linear and circular elements of the road. It includes stationing, northing, easting coordinates, and detailed attributes such as tangential directions, lengths, radii, delta angles, degrees of curvature, and chord information. This data is crucial for design, construction, and compliance, ensuring the alignment meets engineering standards. The report includes three main elements: a linear section followed by two circular sections, each with specific parameters detailing the curves and transitions. It serves as a foundational document for roadway design and construction within government infrastructure projects.

The Vertical Alignment Review Report, created on September 29, 2025, provides a detailed analysis of the "Design SurvFt" project, specifically focusing on the vertical alignment of the Teton Park Rd. NB South Leg. The report outlines the alignment's characteristics, including linear and symmetrical parabola elements, with precise measurements in feet for station, elevation, grades, and lengths. Key data points such as the Vertical Point of Curvature (VPC), Vertical Point of Intersection (VPI), and Vertical Point of Tangency (VPT) are detailed, along with calculations for tangent grades, curve length, and K-value. This document serves as a technical review, likely for a government RFP or grant, ensuring design specifications and safety standards are met for road construction or improvement projects.

The LandXML file details the proposed design for "Teton Park Rd. NB South Leg," an alignment with a total length of 315.32 US Survey Feet. The design incorporates a series of lines and curves, including arcs with varying radii and rotations (clockwise and counter-clockwise). The alignment features start and end coordinates for each segment, along with center points for curves. The file also specifies a profile named "BL7" with PVI (Point of Vertical Intersection) data and a parabolic curve. The application used for this design is OpenRoads Designer by Bentley Systems, Inc., indicating a professional engineering context. This document is a technical specification for a proposed road alignment, crucial for federal, state, or local government infrastructure projects, likely for bidding or planning purposes.

The "Horizontal Alignment Review Report," dated September 30, 2025, details the geometric specifications for the "Teton Park Rd. SB North Leg" alignment. This report outlines linear and circular elements of the road design, providing precise measurements in feet. It includes stationing, northing, easting coordinates, and detailed parameters for each curve, such as radius, delta angle, length, tangent, and chord values. The document also specifies tangential and radial directions for different segments of the alignment. This technical report is crucial for understanding the exact horizontal geometry of the roadway, likely supporting a federal or state-level transportation project involving design and construction, ensuring adherence to engineering standards and safety requirements.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment design for the Teton Park Rd. SB North Leg roundabout project (WY_NP_GRTE_11(1)_ali_roundabout.dgn). The report uses units in feet and outlines the horizontal and vertical alignment specifications. It provides a detailed breakdown of linear and symmetrical parabola elements within the vertical alignment, including station points, elevations, tangent grades, lengths, entrance and exit grades, and other geometric parameters like 'r' and 'K' values, and middle ordinates. The report documents specific calculations and measurements for two main sections of the alignment, detailing the transitions between different grades and curves.

The LandXML file details the proposed "Teton Park Rd. SB North Leg" alignment, a key component of a transportation infrastructure project. The alignment, measuring approximately 318.07 feet, is defined by a series of precise geometric elements including lines and curves with specified radii and lengths. This data provides the foundational geospatial information for planning and constructing the road. The document also includes a profile alignment,

The "Horizontal Alignment Review Report" details the geometric characteristics of the "Teton Park Rd. SB South Leg" alignment, likely for a roundabout project, as indicated by the file name and description. Created on September 30, 2025, the report provides precise measurements in feet for various elements of the alignment, including circular curves and linear segments. Key data points include stationing, Northing and Easting coordinates, and parameters for each curve such as radius, delta angle, length, tangent, chord, and degree of curvature. Directional information for tangents and radii is also provided, offering a comprehensive engineering review of the road's horizontal geometry. This report is crucial for ensuring design accuracy and compliance in infrastructure projects.

The Vertical Alignment Review Report, created on September 30, 2025, details the vertical alignment design for the Teton Park Rd. SB South Leg, part of the Design SurvFt project. The report provides a detailed breakdown of the horizontal and vertical alignments, including station, elevation, and various geometric parameters for symmetrical parabolas and linear elements. Key data points include VPC, VPI, and VPT elevations and stations, as well as entrance and exit grades, lengths, and K-values for different segments. The report also lists tangent grades and lengths. All measurements are in feet.

This government file, likely part of an RFP or grant for infrastructure projects, details the proposed alignment and profile for "Teton Park Rd. SB South Leg." The file, formatted in LandXML 2.0, specifies imperial units for measurements and was created using OpenRoads Designer. It outlines a detailed road alignment consisting of a series of curves and a straight line segment, with precise coordinates, radii, lengths, and rotations. Additionally, a profile alignment named "BL8" is provided, including vertical intersection points (PVIs) and parabolic curve details with stationing and elevation data. The overall project length for this section of the road is approximately 320.75 US Survey Feet, with a starting station of 30962.23. The document serves as a technical specification for the geometric design of a proposed road segment, crucial for civil engineering and construction planning.

The Stormwater Pollution Prevention Plan (SWPPP) outlines the strategy for managing stormwater discharges during the Teton Park Road rehabilitation project in Grand Teton National Park, Wyoming. This project, funded by the Federal Highway Administration, involves constructing a roundabout, installing lighting, and reconstructing bike paths, disturbing approximately 2.2 acres. The SWPPP, aligned with the Wyoming Department of Environmental Quality's Small Construction General Permit (WYR10A000), details erosion and sediment control BMPs, such as preserving vegetation, fiber rolls, and permanent seeding, with an estimated final stabilization date of November 30, 2026. It also covers operational controls, including good housekeeping, spill prevention, and employee training. The permit emphasizes regular inspections and mandates compliance with state water quality standards and Wyoming's Executive Orders on Sage Grouse and migration corridors. The plan requires updates by the general contractor for specific details and site maps.

This government file, identified as WY NP GRTE 11(1), provides detailed cross-section diagrams and data for the Teton Park Road project, specifically the Moose to Taggart segment. The document contains roadway cross-sections for various stations along the Teton Park Road, including sections for the Northbound South Leg, Southbound South Leg, Southbound North Leg, Northbound North Leg, Roundabout Lane, Moose Wilson Rd. East Bound, and Moose Wilson Rd. West Bound. Each cross-section includes critical information such as designed grade, subgrade, and original ground elevations, along with slopes and stationing. The project is managed by the FHWA, Office of Federal Lands Highway, with NPS Drawing No. 136/193070 and NPS PMIS No. 188279. The purpose of these sheets is to document the existing and proposed roadway features for construction and design purposes.

This government file, identified as WY NP GRTE 11(1) and NPS PMIS No. 188279, presents detailed cross-section drawings for a bike path project along Teton Park Road, specifically from Moose to Taggart. The file includes multiple sheets (Y.1 to Y.13) showing various station points with corresponding design grades, subgrades, and original ground elevations. The cross-sections illustrate the topographic and engineered specifications for the bike path, including gradients (e.g., +1.0% and -1.0%) and lateral measurements. Each sheet is precisely dated, with some revisions occurring in late September and early October 2025. The project is managed by the FHWA, Office of Federal Lands Highway, indicating a federal government undertaking. These technical drawings are crucial for the construction and development phases of the Teton Park Road bike path, ensuring adherence to design and safety standards.

This report, generated on October 2, 2025, provides a detailed "Cross Section Gradebook with Northing/Easting Report" for the "BP-01" set and "BP01" alignment. The document presents extensive data in feet for various stations along a pathway, including feature offsets, elevations, Northing and Easting coordinates, and existing ground elevations. Each station, such as 22500.000, 22525.000, and 22550.000, details the "ETW_Layer4_Btm_L," "CL_Layer4_Btm," and "ETW_Layer4_Btm_R" features. The report consistently indicates a slope of -0.010 at these points. This comprehensive data is crucial for precise mapping and construction planning within federal, state, and local infrastructure projects, ensuring accurate topographical and elevational assessments.

The Cross Section Gradebook with Northing/Easting Report, created on October 2, 2025, provides detailed topographic data for the BP02 alignment. The report, with all units in feet, includes multiple stations (e.g., 25025.000, 25027.934, 25043.769, 25097.724, 25100.000, 25111.151, 25125.000, 25150.000, 25175.000, 25177.837, 25190.090, 25195.379), each detailing features such as ETW_Layer4_Btm_L, CL_Layer4_Btm, and ETW_Layer4_Btm_R. For each feature, the report specifies offset, elevation, Northing and Easting coordinates, existing ground elevation, and slope. This data is critical for precise spatial analysis and engineering design within the BP02 alignment, likely used in federal government RFPs, grants, or state/local RFPs for infrastructure projects requiring detailed topographical and grade information.

This report, generated on October 2, 2025, provides a detailed Cross Section Gradebook with Northing/Easting data for the "Menors Ferry Rd. EB East Leg" alignment. The document presents measurements in feet, including offset, elevation, Northing, and Easting coordinates for various features such as Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Layer4_R1, and Pavt_EOP_Layer4_R at specific stations along the road (e.g., 38000.000, 38025.000, 38050.000, 38075.000, 38100.000, and 38104.996). It also includes existing ground elevations and slope data, consistently showing a slope of -0.020. This technical report is crucial for civil engineering, construction, or surveying projects related to road infrastructure, likely supporting federal, state, or local government RFPs by providing essential baseline data for planning and execution.

The document presents a "Cross Section Gradebook with Northing/Easting Report" for the "Menors Ferry Rd. WB East Leg" project, generated on October 2, 2025. This report details elevation, northing, easting, offset, and existing ground data in feet for various features like Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_EOP_Layer4_R, and Pavt_ETW_Layer4_R1 at different stations along the road. It includes measurements at stations 37000.000, 37025.000, 37037.637, 37050.000, 37075.000, and 37086.995, with slopes consistently listed as -0.020 for key features. The report's purpose is to provide detailed topographical and positional data for construction or engineering analysis related to the Menors Ferry Road project.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed geospatial and elevation data for a segment of the Moose Wilson Road EB West Leg alignment, identified as "MW EB West." Created on October 2, 2025, the report uses feet as the standard unit of measurement. It meticulously lists various features, such as "Pavt_CL_Layer4," "Pavt_ETW_Layer4_R," and "Pavt_EOP_Layer4_R," at specific stations ranging from 35000.000 to 35116.489. For each feature, the report includes offset, elevation, Northing, and Easting coordinates, as well as the existing ground elevation and slope. This data is critical for precise engineering, construction, or maintenance activities related to road infrastructure projects, providing essential details for planning and execution in government contracting or grant-funded initiatives.

The document, titled "Cross Section Gradebook with Northing/Easting Report," details survey data for the "Moose Wilson Rd. WB West Leg" alignment. Created on October 2, 2025, the report provides precise measurements in feet, including offset, elevation, Northing, Easting, and existing ground levels for various features (Pavt_CL_Layer4, Pavt_ETW_Layer4_R/L, Pavt_EOP_Layer4_R/L) at different stations along the road. The stations range from 36000.000 to 36149.914. Each entry also includes slope data, typically -0.020 or 0.020. This report is essential for understanding the precise topographical and structural characteristics of the road alignment, likely for construction, maintenance, or design validation within a government infrastructure project.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed geospatial and elevation data for various features along the BL30 alignment, specifically for a

The "Cross Section Gradebook with Northing/Easting Report" details the geometric and elevation data for the Teton Park Rd. NB North Leg, and a segment of the TPR N Tie-in. Created on October 2, 2025, the report provides precise measurements in feet for various pavement features (Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_EOP_Layer4_R, Pavt_ETW_Layer4_R1) across a range of stations. For each station, it lists offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is critical for road construction and maintenance, ensuring accurate grading and alignment. The report systematically presents how pavement features change along the designated roadway, which is crucial for project planning and execution in federal, state, or local infrastructure projects.

This government file, titled "Cross Section Gradebook with Northing/Easting Report" and created on October 2, 2025, details the precise geographical and elevation data for the "Teton Park Rd. SB North Leg" alignment. The report provides a series of stations (e.g., 32000.000, 32014.602, up to 32275.000), each with specific features such as "Pavt_CL_Layer4," "Pavt_ETW_Layer4_R," and "Pavt_EOP_Layer4_R." For each feature, the document lists offset, elevation, Northing, Easting, existing ground elevation, and slope. All units are in feet. The report systematically presents the spatial and elevation characteristics of the road alignment, which is critical for construction, planning, and compliance in federal infrastructure projects.

This government file, a "Cross Section Gradebook with Northing/Easting Report" for the Teton Park Rd. NB South Leg, provides detailed survey data crucial for federal, state, and local infrastructure projects. Created on October 2, 2025, the report meticulously records elevation, northing, easting, and slope data for key pavement features (Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_EOP_Layer4_R, and Pavt_ETW_Layer4_R1) at various stations along the alignment. Each entry includes the feature's offset from the centerline, its calculated elevation, and its corresponding Northing and Easting coordinates, along with the existing ground elevation and slope. The report spans stations from 30000.000 to 30275.000, presenting a comprehensive dataset in feet. This information is essential for precise planning, design, and construction, ensuring accurate grading and alignment for road development and related infrastructure within government projects.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for the "Teton Park Rd. SB South Leg" alignment, created on October 2, 2025. This report, measured in feet, lists various features such as Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Layer4_R1, Pavt_EOP_Layer4_R, and Slope_Stake_Fill across multiple stations (ranging from 31000.000 to 31282.978). For each feature and station, the report includes offset, elevation, Northing, Easting, existing ground elevation, and slope. The data consistently shows negative slopes for the pavement layers, indicating a decline, and varying negative slopes for the 'Slope_Stake_Fill' feature. This information is crucial for civil engineering projects, road construction, and infrastructure development within the specified alignment, providing precise measurements for design and implementation.

This report, created on October 2, 2025, provides a detailed cross-section gradebook with Northing and Easting coordinates for the "BP-01" set and "BP01" alignment. All units are in feet. The report systematically lists various stations, ranging from 22500.000 to 22925.000, and for each station, it specifies features such as ETW_Layer1_Btm_L, CL_Layer1_Btm, and ETW_Layer1_Btm_R. For each feature, the report details its offset, elevation, Northing, Easting, existing ground elevation, and slope. The consistent negative slope of -0.010 across all features indicates a continuous downward grade. This document is likely used for precise topographical and engineering planning, offering critical spatial and elevation data for construction or infrastructure projects.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for the BP02 alignment, generated on October 2, 2025. The report, measured in feet, lists stations with corresponding features (ETW_Layer1_Btm_L, CL_Layer1_Btm, ETW_Layer1_Btm_R), their offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes. This data is critical for precise spatial analysis, engineering, and construction planning within government projects such as RFPs or grants, where accurate topographical information is essential for infrastructure development, environmental assessments, or land management. The systematic presentation of elevation, coordinate, and slope data ensures that all geographical aspects are thoroughly documented for decision-making and project implementation.

This report, generated on October 2, 2025, provides a detailed cross-section gradebook with Northing and Easting coordinates for the Menors Ferry Road EB East Leg. It presents precise elevation, offset, Northing, Easting, and existing ground data for various features, including pavement layers (Pavt_CL_Layer3, Pavt_ETW_Layer3_R, etc.) at specific stations (e.g., 38000.000, 38025.000, 38050.000, 38075.000, 38100.000, and 38104.996). All measurements are in feet. The data includes slope information for some features and is crucial for monitoring and managing the road's construction or maintenance, ensuring compliance with design specifications for federal or state road projects.

This report, generated on October 2, 2025, provides a detailed "Cross Section Gradebook with Northing/Easting Report" for the "Menors Ferry Rd. WB East Leg" alignment. It presents comprehensive data in feet, covering various features, offsets, elevations, Northing and Easting coordinates, existing ground levels, and slopes at multiple stations along the road. Key features include different layers of pavement (Pavt_CL_Layer3, Pavt_ETW_Layer3_R, Pavt_EOP_Layer2_R) and shoulder wedges (Shdr_Wedge_Layer2_R). The data is meticulously recorded at specific stations, such as 37000.000, 37025.000, 37037.637, 37050.000, 37075.000, and 37086.995, indicating precise measurements for road construction and design. This type of detailed grading and coordinate information is essential for federal and state road construction projects, ensuring accurate implementation and adherence to engineering specifications.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," generated on October 2, 2025, details survey data for the "Moose Wilson Rd. EB West Leg" alignment. The report provides precise measurements in feet for various features at different stations along the road, including "Pavt_ETW_Layer3_R," "Pavt_EOP_Layer2_R," and "Shdr_Wedge_Layer2_R." For each feature, it lists offset, elevation, Northing, Easting, existing ground elevation, and slope. The data points span multiple stations from 35000.000 to 35116.489, offering a comprehensive cross-sectional view of the alignment. This type of detailed survey information is critical for federal and state road construction and maintenance projects, informing engineering designs, material estimations, and compliance with project specifications outlined in RFPs and grants.

The document is a Cross Section Gradebook with Northing/Easting Report for the "Moose Wilson Rd. WB West Leg" alignment, created on October 2, 2025. It provides detailed survey data in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features at different stations along the road. Features listed include different layers of pavement (Pavt_CL_Layer3, Pavt_ETW_Layer3_R, Pavt_ETW_Layer3_R1, Pavt_EOP_Layer2_R, Pavt_ETW_Layer3_L, Pavt_EOP_Layer2_L) and shoulder wedge (Shdr_Wedge_Layer2_R, Shdr_Wedge_Layer2_L). The report meticulously details the geographical and elevation data for specific points, such as the centerline, edge of traveled way, and edge of pavement for both left and right sides, as well as shoulder wedges. This type of report is crucial for federal and state road construction and maintenance projects, providing essential data for engineering, planning, and compliance with infrastructure development standards.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed civil engineering data for an alignment named BL30, specifically for a surface designated "Roundabout Ali." Created on October 2, 2025, the report lists various features such as curbs and pavement layers with their corresponding offsets, elevations, northing, and easting coordinates. This data is presented at 25-foot intervals, starting from Station 34000.000 and extending to Station 34295.310. Each entry also includes existing ground elevations and slope information. The report, with all units in feet, appears to be a technical document used for planning, design, or construction verification in a federal, state, or local infrastructure project, likely related to a roundabout or road construction.

This report, created on October 2, 2025, provides a detailed Cross Section Gradebook with Northing/Easting data for the Teton Park Rd. NB North Leg. The document outlines various features such as pavement layers (Pavt_CL_Layer3, Pavt_ETW_Layer3_R, Pavt_EOP_Layer2_R) and shoulder wedges (Shdr_Wedge_Layer2_R) at different stations along the alignment. For each feature, the report lists the offset, elevation, northing, easting, existing ground elevation, and slope. All units are in feet. The data progresses through various stations, detailing the geometric characteristics of the road's construction and existing ground conditions. The report also includes data for the TPR N Tie-in surface at later stations. This comprehensive dataset is crucial for monitoring and managing the construction or maintenance of the Teton Park Road, ensuring adherence to design specifications and providing a clear record of the terrain and road features.

The “Cross Section Gradebook with Northing/Easting Report,” generated on October 2, 2025, details precise elevation, offset, Northing, and Easting coordinates for various features along the Teton Park Road SB North Leg. This report, likely intended for federal or state transportation or infrastructure RFPs, provides critical geospatial data for features such as “Pavt_CL_Layer3,” “Pavt_ETW_Layer3_R,” “Pavt_EOP_Layer2_R,” and “Shdr_Wedge_Layer2_R” at multiple stations, including 32000.000, 32014.602, 32025.000, and up to 32275.000. All units are in feet. The consistent -0.020 slope for most features indicates design specifications for the roadway. This data is essential for accurate planning, construction, and compliance in road development projects.

The "Cross Section Gradebook with Northing/Easting Report" details the precise geometric and locational data for the Teton Park Road NB South Leg. Created on October 2, 2025, the report uses feet as the standard unit of measurement. It systematically presents data for various stations along the alignment, ranging from 30000.000 to 30275.000. For each station, the report lists features such as Pavt_CL_Layer3, Pavt_ETW_Layer3_R, Pavt_EOP_Layer2_R, and Shdr_Wedge_Layer2_R, providing their respective offset, elevation, Northing, Easting, and existing ground measurements. Slopes are also consistently noted, generally around -0.020, with some variations. This detailed gradebook is essential for construction, surveying, and infrastructure management, ensuring accurate alignment and elevation control for the Teton Park Road NB South Leg project.

The document, titled "Cross Section Gradebook with Northing/Easting Report," details survey data for the Teton Park Rd. SB South Leg. Created on October 2, 2025, the report provides comprehensive measurements in feet, including offset, elevation, Northing, and Easting coordinates for various features such as 'Pavt_CL_Layer3', 'Pavt_ETW_Layer3_R', 'Pavt_EOP_Layer2_R', and 'Shdr_Wedge_Layer2_R'. The data is organized by station numbers, ranging from 31000.000 to 31282.978, and includes existing ground elevations and slope percentages. This report is essential for precise engineering and construction planning, offering critical data for road development or maintenance projects within the Teton Park Road South Leg alignment.

This report, created on October 2, 2025, provides a detailed cross-section gradebook with Northing and Easting coordinates for the "BP-01" set and "BP01" alignment, specifically for the "Pathway" surface. All measurements are in feet. The data outlines various features such as ETW_Layer4_Btm_L, CL_Layer4_Btm, ETW_Layer4_Btm_R, Ditch_Bot_R, Slope_Stake_Cut_R, and Slope_Stake_Fill_R across multiple stations, ranging from 22500.000 to 22925.000. For each feature at every station, the report lists its offset, elevation, Northing, Easting, existing ground elevation, and slope. This comprehensive survey data is crucial for engineering and construction projects, likely supporting federal, state, or local government RFPs and grants related to infrastructure development and surveying.

The Cross Section Gradebook with Northing/Easting Report, created on October 2, 2025, provides detailed topographical data for the BP02 alignment. The report, with all units in feet, outlines features such as ETW_Layer4_Btm_L, CL_Layer4_Btm, ETW_Layer4_Btm_R, and Slope_Stake_Fill_L at various stations. For each feature and station, the report provides offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is crucial for understanding the terrain and existing conditions along the specified alignment, likely for civil engineering, construction, or land development projects that fall under federal government RFPs, federal grants, or state and local RFPs. The consistent format across multiple stations (e.g., 25025.000, 25027.934, 25043.769, 25097.724, 25100.000, 25111.151, 25125.000, 25150.000, 25175.000, 25177.837, 25190.090, 25195.379) indicates a comprehensive survey for planning and design purposes.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed survey data for the Menors Ferry Rd. EB East Leg alignment, created on October 2, 2025. This report, likely part of a federal or state infrastructure project, presents measurements in feet, including station, feature, offset, elevation, Northing, Easting, existing ground, and slope data for various points along the road. It lists features such as Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Layer4_R1, Pavt_EOP_Layer4_R, and Slope_Stake_Fill at different stations (e.g., 38000.000, 38025.000, 38050.000, 38075.000, 38100.000, 38104.996). The consistent negative slopes (e.g., -0.020, -0.050) indicate grading specifications. This data is critical for construction, engineering, and compliance, offering precise geospatial and elevation information for the roadway's design and implementation.

The Cross Section Gradebook with Northing/Easting Report, created on October 2, 2025, details measurements for the Menors Ferry Rd. WB East Leg project. The report provides station data in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features such as Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_EOP_Layer4_R, Pavt_ETW_Layer4_R1, and Slope_Stake_Fill. Data is presented at specific stations, including 37000.000, 37025.000, 37037.637, 37050.000, 37075.000, and 37086.995. This report is crucial for monitoring and managing the construction or maintenance of the Menors Ferry Road project, providing precise geographical and elevation data for critical road features.

The

The “Cross Section Gradebook with Northing/Easting Report,” generated on October 2, 2025, details precise geographical and elevation data for the “Moose Wilson Rd. WB West Leg” project. This report, likely a component of federal or state infrastructure RFPs, provides critical measurements in feet for various features such as pavement layers (Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Layer4_R1, Pavt_EOP_Layer4_R, Pavt_EOP_Layer4_L, Pavt_ETW_Layer4_L) and slope stake fill (Slope_Stake_Fill, Slope_Stake_Fill1) across different stations (36000.000 to 36149.914). For each feature, the report lists offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is crucial for construction, grading, and surveying in road development projects, ensuring accurate implementation of design specifications and compliance with engineering standards.

The Cross Section Gradebook with Northing/Easting Report, generated on October 2, 2025, provides detailed geometric data for the “Roundabout Ali” surface along the “BL30” alignment. The report presents measurements in feet across various stations (from 34000.000 to 34295.310), detailing features such as curb faces, curb backs, and pavement layers. For each feature and station, the report includes offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is critical for design, construction, and quality control in infrastructure projects, offering precise locational and elevational information for key components of the roundabout. The consistent format across all stations ensures comprehensive documentation of the project's physical characteristics, essential for federal, state, and local government RFPs and grants related to transportation infrastructure.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," details geographical and elevation data for the "Teton Park Rd. NB North Leg" alignment. Created on October 2, 2025, the report presents measurements in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features like "Pavt_CL_Layer4," "Pavt_ETW_Layer4_R," and "Pavt_EOP_Layer4_R." The data is organized by station numbers, ranging from 33000.000 to 33382.830, with some sections also including "Slope_Stake_Fill" features. The report systematically records critical infrastructure and ground characteristics, essential for engineering, construction, or maintenance projects related to the Teton Park Road. The consistent format across different stations, along with the detailed measurements, provides a comprehensive overview of the terrain and existing pavement layers, ensuring precise planning and execution of roadwork or related government initiatives.

The

This government file, titled "Cross Section Gradebook with Northing/Easting Report" and generated on October 2, 2025, provides detailed topographical and positional data for the "Teton Park Rd. NB South Leg" alignment. The report lists various features such as "Pavt_CL_Layer4", "Pavt_ETW_Layer4_R", "Pavt_EOP_Layer4_R", and "Slope_Stake_Fill" at different stations along the road. For each feature, it includes offset, elevation, Northing, Easting, existing ground elevation, and slope. All measurements are in feet. The document systematically presents data points at incremental stations (e.g., 30000.000, 30025.000, 30050.000) detailing the road's cross-section characteristics. This type of report is critical for federal and state road construction or maintenance projects, likely serving as foundational data for RFPs or grant applications related to infrastructure development and surveying, ensuring precise execution and compliance with engineering standards.

The Cross Section Gradebook with Northing/Easting Report details pavement and ground elevations, offsets, Northing, Easting, and slopes for the Teton Park Rd. SB South Leg. Created on October 2, 2025, the report provides precise measurements in feet across various stations (from 31000.000 to 31282.978). Key features include Pavt_CL_Layer4, Pavt_ETW_Layer4_R, Pavt_ETW_Layer4_R1, Pavt_EOP_Layer4_R, and Slope_Stake_Fill, each with specific offsets and elevations relative to the existing ground. The data consistently shows negative slopes, indicating a downward grade along the alignment. This report is crucial for civil engineering, construction, and land surveying projects, providing foundational data for design, analysis, and execution of infrastructure development.

The document outlines a federal government project for the Moose-Wilson Road Phase 2 in Grand Teton National Park, Wyoming, under project numbers WY NP GRTE 11(1) and WY NPS GRTE 2020(1). It includes a comprehensive bid schedule for reconstruction, overlay, and demolition work, detailing various construction activities such as clearing, grubbing, excavation, paving, and installation of drainage structures, fencing, and traffic control systems. The project also addresses environmental design elements, including landscaping logs and fish passage boulders. Survey control maps and coordinate data are provided for precise geographical referencing within the Wyoming West SPCS NAD83 (2011) system. Key project locations include Death Canyon Road, LSRP Entrance Road, Barker Davis Approach, Wittmer Approach, Williams Approach, and the Moose Wilson Road alignment. The project also involves the demolition of the Barker-Davis, Williams, and Wittmer residences.

The provided government file, identified as WY NP GRTE 11(1) and related to NPS PMIS No. 188279, details the site, curb layout, joint plans, and layout points for a roundabout project at the intersection of Teton Park Road, Moose Wilson Road, and Menors Ferry Road. The file includes plans for concrete median details, sidewalks, detectable warning panels, riprap placement, and topsoil depth. Curb types, transitions, and concrete joint patterns for expansion, contraction, and isolation are specified. Detailed layout points with Northing, Easting, and Elevation coordinates are provided for the South, North, West, and East legs of the roundabout, as well as for the edge of concrete and pavement. Median geometric curve data and snow pole layout points are also included, indicating a comprehensive planning document for infrastructure development.

The LandXML file details a proposed alignment named 'DC' with a total length of 3435.08 US Survey Feet, starting at station 1000. The alignment is composed of a series of interconnected lines and curves, specifying their starting and ending coordinates, directions, lengths, and radii. The file also includes profile data for the 'DC' alignment, outlining various PVI (Point of Vertical Intersection) points and parabolic curves with their respective lengths. The units used throughout the document are Imperial, including square foot for area, US Survey Foot for linear measurements, and cubic yard for volume. The data was generated using OpenRoads Designer software by Bentley Systems, Inc.

This LandXML file, generated by Bentley Systems' OpenRoads Designer, details a proposed alignment named 'FA' with a total length of approximately 3496 US Survey Feet. The alignment is composed of a series of curves and lines, indicating a complex geometric design. Key elements include multiple clockwise and counter-clockwise curves with varying radii and lengths, interconnected by straight line segments. The file specifies imperial units for measurements, such as square feet for area, US Survey Feet for linear distances, and cubic yards for volume. This data is typical for infrastructure projects, likely providing foundational geometric information for federal or state-level transportation or development initiatives.

The LandXML file details a proposed alignment named 'MW' with a total length of 18668.51 US Survey Feet, according to Imperial units. The alignment is composed of a complex series of interconnected curves and straight lines. Each segment includes specific geometric data such as radii, lengths, chord lengths, and start, center, and end coordinates. All segments are designated with the 'Alignment\Baseline' style. The file also contains profile alignment data with multiple PVI (Point of Vertical Intersection) and ParaCurve entries, indicating vertical design elements along the horizontal alignment. This data is critical for civil engineering projects, likely for road or infrastructure development, providing precise geometric definitions for construction and planning.

The document "PHYSICAL DATA for FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION PROJECT WY NPS GRTE 2020(1), Moose Wilson Road Phase 2" outlines detailed physical alignment data for the Moose Wilson Road Phase 2 project. This federal project includes horizontal alignment data for MW (pages 1-29) and DC (pages 46-53), and FA (pages 59-61), and vertical alignment data for MW (pages 30-38) and DC (pages 54-56). Additionally, superelevation data is provided for MWA-1 (pages 39-42), MWB-1 (pages 43-45), and DC-1 (pages 57-58). All measurements within the report are in feet. The document contains extensive tables with station, northing, and easting coordinates, along with detailed alignment descriptions including radius, delta, degree of curvature, length, tangent, and direction for various circular and linear elements of the road design.

The Western Federal Lands Highway Division (WFLHD) is issuing a Brand Name Justification and Approval for the Moose Wilson Road Phase 2 project in Grand Teton National Park. This justification, in accordance with FAR 6.302-1, allows for the procurement of specific brand-name products due to their unique ability to meet agency requirements. The acquisition includes Axis Communications, Parking Logix, and Cisco Systems hardware for video imagery and IT infrastructure, and BearSaver trash receptacles, Valhalla Wood Preservatives, and LBFoster CXT products for roadside development. These items are justified based on compatibility with existing park infrastructure, ability to withstand extreme temperatures, cultural landscape requirements, and staff familiarity. The WFLHD will use full and open competition, expecting contractors to seek competitive pricing from suppliers for these essential brand-name products, which were determined to have no suitable alternatives through market research.

The "Station Offset Northing Easting Report" provides detailed geospatial coordinates for both the left and right sides of a baseline alignment named "DC." Created on November 25, 2025, the report lists station, baseline offset, Northing, and Easting values in feet. The data, derived from the "Design SurvFt" project, outlines a series of points along the alignment, crucial for surveying and design. It details precise measurements for various stations, indicating their lateral offset from the baseline and their corresponding Northing and Easting coordinates. This information is vital for infrastructure planning, construction layout, and maintaining federal and state project specifications.

This government file, titled "Station Offset Northing Easting Report," provides detailed spatial data for both the left and right sides of a baseline alignment named "FA." Created on November 25, 2025, for the "Design SurvFt" project, the report lists station, offset, northing, and easting coordinates in feet. The data is organized into two main sections: one for the left side and another for the right side of the baseline. Each section presents a series of points with their respective coordinates, indicating precise measurements along the alignment. This type of data is critical for federal government RFPs, federal grants, and state/local RFPs related to infrastructure, surveying, and design projects, ensuring accurate spatial planning and execution.

The "Station Offset Northing Easting Report" provides detailed geospatial data for an alignment project named "MW" under the "Design SurvFt" project. The report is divided into two main sections: data for the "Left Side" and the "Right Side" of the baseline alignment. Each entry includes a station number, baseline alignment offset, and corresponding Northing and Easting coordinates. All measurements are in feet. The report, generated on November 25, 2025, from a DGN file, outlines precise geographical data points crucial for surveying, design, or construction activities. This information is critical for understanding the spatial layout and dimensions of the project, essential for federal or state infrastructure RFPs.

The document is a detailed "Station Offset Northing Easting Report" for the "Design SurvFt" project, generated on November 25, 2025. It provides precise geographical data in feet, including station, baseline alignment offset, offset alignment northing, and offset alignment easting for various points. The report is divided into sections: "Right Side," "Teardrop Right Side Inner," "Left Side," and "Teardrop Left Side Inner," each detailing specific alignments relative to a "MW" baseline. The file aims to document the surveyed coordinates for different components of the design, ensuring accuracy for federal government RFPs, grants, and state/local RFPs where precise location data is critical for planning and execution.

This government file details the survey control points for the "Moose-Wilson Road Phase 2" project in Wyoming. It outlines the common sheet information for transferring survey control point lists from Excel to plan sheets, specifying the state (WY), project name (NPS GRTE 2020(1)), and design/check information. The document provides instructions for integrating Excel point list files into the spreadsheet and for adding extra sheets if needed. Key project details include the field work dates (May-July 2018), coordinate system (Wyoming West SPCS NAD83 (2011)), vertical datum (NAVD88 GEOID 12b), and project units (US Survey Foot). The file also includes a comprehensive list of survey control points with their state plane coordinates (North, East, Elevation), geo-coordinates (Latitude, Longitude), ellipsoid height, combined factor, and descriptions, primarily consisting of 5/8" iron rods with FHWA aluminum caps or PK nails.

The document is a plan and profile sheet for the removal of a 24-inch pipe culvert at station 316+71, likely part of a federal project given the NPS PMIS and Drawing numbers. It details the existing ground, edge of pavement, slope stake limits, and invert elevations of the culvert. The plan shows the culvert's location relative to the mainline, while the profile illustrates the culvert's depth and surrounding terrain. The project, identified as WY NPS GRTE 2020(1), involves replacing or removing the culvert, indicating infrastructure maintenance or upgrades. This type of document is typical in federal government RFPs for construction and engineering services related to national park infrastructure.

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The “Moose Wilson Road Phase 2” project in Grand Teton National Park, Wyoming, involves reconstructing 0.64 miles and realigning 0.45 miles of Moose Wilson Road, along with improvements to Death Canyon Road and a new parking area. The project includes pavement reconstruction with asphalt concrete and aggregate base, pavement overlay, and the installation of two Aquatic Organism Passage culverts. A geotechnical report (GR01-23) provides final recommendations for roadway reconstruction, overlay, and new construction, based on subsurface investigations, laboratory testing, and an assessment of geological and site conditions. Key findings address frost susceptibility of soils, drainage recommendations including out-sloping, and the suitability of excavated materials for unclassified borrow. The report emphasizes positive subgrade drainage and appropriate grading to ensure pavement performance and service life.

This government file, identified as Project grte2020-1, describes a proposed subgrade design named 'dc01'. The file is in LandXML format, version 1.2, and was created on November 25, 2025, at 11:32:59. It specifies Imperial units for measurements, including square feet for area, US Survey Feet for linear measurements, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The data within the file represents a surface named 'Design_Contours', defined by a Triangulated Irregular Network (TIN) surface type. This TIN surface is composed of 345 distinct 3D points, each identified by an ID and its corresponding X, Y, and Z coordinates. The file also details the triangular faces formed by these points, which collectively define the topographical features of the proposed subgrade. The application used for generating this file is 'OpenRoads Designer' version 10.10.21.04, developed by Bentley Systems, Inc. This file provides critical geospatial data for civil engineering and construction planning related to federal, state, or local infrastructure projects.

The LandXML file details a proposed subgrade design named "grte2020-1" for a project. The file, generated by OpenRoads Designer (version 10.10.21.04 by Bentley Systems, Inc.), specifies imperial units for area (squareFoot), linear measurements (USSurveyFoot), volume (cubicYard), temperature (fahrenheit), and pressure (inHG). The core of the document defines a surface named "Design_Contours1" using a Triangulated Irregular Network (TIN) model, comprising 194 detailed 3D points (P) with X, Y, and Z coordinates. These points form 288 triangular faces (F), outlining the geometric structure of the proposed subgrade. The file is a technical specification for civil engineering or construction, likely part of an RFP or grant application requiring precise topographical data.

The LandXML file "grte2020-1" describes a proposed subgrade named "dc03," utilizing the Imperial unit system with measurements in US Survey Feet, square feet, and cubic yards. Created on November 25, 2025, at 11:34:04 AM, the file was generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The core of the file defines a surface named "Design_Contours2" as a Triangulated Irregular Network (TIN), composed of 413 data points. Each point is meticulously detailed with X, Y, and Z coordinates, representing precise geospatial data for the subgrade design. This LandXML file serves as a foundational document for engineering and construction planning within the federal government, specifically for projects involving detailed terrain modeling and infrastructure development.

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The LandXML file details a proposed subgrade surface named "grte2020-1" (Proposed subgrade MWA01), using imperial units of measurement (squareFoot, USSurveyFoot, cubicYard, fahrenheit, inHG). The data was generated on November 25, 2025, at 12:10:48, using Bentley Systems' OpenRoads Designer software version 10.10.21.04. The core of the file defines a TIN (Triangulated Irregular Network) surface named "Design_Contours," comprising 413 points, each with unique ID, X, Y, and Z coordinates. This file provides detailed topographical information for the subgrade design, essential for civil engineering and construction projects.

The LandXML file 'grte2020-1' describes the proposed subgrade 'mwa02' using data from OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The file specifies Imperial units, including square feet for area, US Survey Foot for linear measurements, and cubic yards for volume. The core of the document consists of surface data, specifically a Triangulated Irregular Network (TIN) named 'Design_Contours1.' This TIN is defined by a series of 413 three-dimensional points (P) with unique IDs, each specifying X, Y, and Z coordinates. These coordinates represent precise geographical and elevation data, essential for civil engineering and construction projects such as federal RFPs or grants related to infrastructure development. The high density of points suggests a detailed topographical model for the proposed subgrade.

The document is a LandXML file, version 1.2, generated by Bentley Systems, Inc.'s OpenRoads Designer on November 25, 2025. It defines a project named "grte2020-1" with the description "Proposed finished subgragr mwb." The file specifies Imperial units, including square feet for area, US Survey Foot for linear measurements, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the document consists of a "Design_Contours" surface defined by a Triangulated Irregular Network (TIN), which includes 403 three-dimensional points (P) with unique IDs and coordinates (X Y Z).

This government file outlines the Stormwater Pollution Prevention Plan (SWPPP) for the Moose Wilson Road, Phase 2 project in Grand Teton National Park, Wyoming. The project, led by the Federal Highway Administration, involves realigning sections of the road, reconstructing intersections, relocating a trailhead, and constructing new parking areas. The SWPPP details erosion and sediment control BMPs, stabilization measures, dewatering procedures, and operational controls like good housekeeping and spill prevention. It also covers inspection schedules, reporting requirements, and training for personnel. The file emphasizes compliance with the Wyoming Department of Environmental Quality's WYPDES Storm Water Program Large Construction General Permit (WYR100000), which regulates storm water discharges from construction activities disturbing five or more acres. Key permit changes include an extended term to August 1, 2025, clarifications on

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This document is a Cross Section Gradebook with Northing/Easting Report, detailing various geographical and topographical features across different stations. The report, created on July 12, 2023, provides specific data points including Offset, Elevation, Northing, Easting, Existing Ground, and Slope for features such as 'Slope_Stake_Cut_L/R', 'EOG_Layer4_Btm_Outside_L/R', and 'CL_Layer4_Btm'. All measurements are consistently in feet. The stations are incrementally noted, ranging from 450+50.00 to 463+75.00, with some intermediate markers like 'MW' and 'MWB'. The data consistently shows changes in elevation and slope along the specified alignment, indicating detailed surveying or design information relevant for construction, land development, or infrastructure projects that typically fall under federal or state RFPs.

This report provides detailed superelevation data for road design projects, specifically for the "Moose Wilson A - Left Lane," "Moose Wilson A - Right Lane," "Death Canyon - Left Lane," "Death Canyon - Right Lane," "Moose Wilson B - Left Lane," and "Moose Wilson B - Right Lane" sections. It lists stations, corresponding cross slopes, point types, and transition types (predominantly linear). Key parameters for each section include a design speed of either 15 or 20, a pivot method of "Crown," an E Selection of "6%," and an L Selection of "AASHTO Relative Gradient." The standards filename

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This government file, named 'dc03' or 'Death Canyon 03', is a LandXML data set. It details a surface named 'Design_Contours2' which is defined by a Triangulated Irregular Network (TIN). The file specifies units in imperial measurements, including square feet for area, US Survey Feet for linear measurements, and cubic yards for volume. The data consists of 414 three-dimensional points (P id='1' to P id='414'), each with X, Y, and Z coordinates. This type of file is commonly used in civil engineering and surveying for representing terrain or design surfaces, likely for a federal or state infrastructure project or land management initiative. The application used to generate this data is 'OpenRoads Designer' by Bentley Systems, Inc.

This government file, identified as a LandXML version 1.2 document created on June 27, 2023, at 11:31:00 AM, details surface data for a project named "Death Canyon Trailhead." The file utilizes Imperial units, specifying measurements in square feet for area, US Survey Feet for linear dimensions, cubic yards for volume, Fahrenheit for temperature, and inches of mercury (inHG) for pressure. The data was generated using OpenRoads Designer, version 10.10.21.04, by Bentley Systems, Inc. The core of the document consists of a Triangular Irregular Network (TIN) surface named "FG_Surface," which includes 413 data points, each with unique IDs and corresponding 3D coordinates (X, Y, Z). This detailed surface information is critical for engineering, surveying, and construction planning related to the Death Canyon Trailhead project, likely for federal land management or infrastructure development.

The LandXML file provides detailed survey data for an "Existing Ground Surveyed" surface, likely for a federal, state, or local government project. The file specifies imperial units for area, linear, volume, temperature, and pressure, and was created using "OpenRoads Designer" by Bentley Systems, Inc. The core of the file consists of 416 topographical points (P-values) with precise XYZ coordinates, which define the existing ground surface as a Triangulated Irregular Network (TIN). This data is essential for engineering, construction, or environmental projects, enabling accurate modeling and analysis of the terrain for planning and design phases.

The LandXML file, dated July 12, 2023, details surface design contours for a project named "MWA" (Moose Wilson A), generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The file specifies Imperial units, including square feet for area, US Survey Foot for linear measurements, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the document consists of a list of 413 3D coordinate points (P id="1" to P id="413") defining a Triangulated Irregular Network (TIN) surface named "Design_Contours." Each point includes X, Y, and Z coordinates, which are crucial for civil engineering and surveying applications, likely representing terrain or structural features. This data is fundamental for design, analysis, and visualization in infrastructure projects.

The LandXML file "MWB" (Moose Wilson B), created on 2023-07-12 using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc., defines a surface named "Design_Contours." This surface is characterized as a Triangulated Irregular Network (TIN) and is composed of 413 3D coordinate points. The units of measurement used throughout the file are Imperial, with area in square feet, linear dimensions in US Survey Feet, volume in cubic yards, temperature in Fahrenheit, and pressure in inches of mercury. The file primarily consists of a detailed list of these points, each with a unique ID and corresponding X, Y, and Z coordinates, which are fundamental for defining the topographic or design surface in civil engineering and surveying applications.

This Stormwater Pollution Prevention Plan (SWPPP) outlines measures for Phase 2 of the Moose Wilson Road improvement project in Grand Teton National Park, Wyoming. Developed for the Federal Highway Administration (FHWA) Western Federal Lands Highway Division, the plan ensures compliance with the Wyoming Department of Environmental Quality (WYDEQ) WYPDES Storm Water Program. The project, estimated to disturb 8.6 acres, involves realigning sections of Moose Wilson Road and Death Canyon Road, reconstructing intersections, relocating the Death Canyon Trailhead, and constructing new parking areas. Key SWPPP components include erosion prevention (e.g., preserving vegetation, surface roughening), sedimentation control (silt fences, fiber rolls), and temporary/permanent stabilization measures. The plan details operational controls for dewatering, good housekeeping, and concrete waste, along with employee training, maintenance schedules, and inspection protocols. The project is estimated to achieve final stabilization by October 1, 2027, with ongoing contractor updates required for specific details like material storage and pollution sources.

The document, titled "PHYSICAL DATA for FEDERAL HIGHWAY ADMINISTRATION WESTERN FEDERAL LANDS HIGHWAY DIVISION PROJECT WY NPS GRTE 2020(1) MOOSE WILSON ROAD PHASE 2 Cross Sections," provides detailed physical data for the Moose Wilson Road Phase 2 realignment project. It includes cross-section data for various segments of Moose Wilson Road and Death Canyon Road, specifically detailing base and option X sections. The document features numerous cross-section diagrams with elevations for design grade, subgrade, and original ground, along with stationing and horizontal distances. It is part of a larger project identified by NPS PMIS No. 312456 and NPS Drwa No. 136/167343, indicating a federal infrastructure project focusing on road realignment and upgrades within a national park or similar federal land. The data is crucial for the engineering and construction phases of the Moose Wilson Road Realignment.

The Cross Section Gradebook with Northing/Easting Report, generated on November 24, 2025, provides detailed topographical data for multiple surfaces, including "DC Intersection," "DC Intersection1," "DC INT," "Turnout 23+30," and "DC AOP." The report meticulously records features such as

This document is a Cross Section Gradebook with Northing/Easting Report, generated on November 24, 2025. It provides detailed survey data in feet for various stations along an alignment named 'MW', with the surface designated as 'MWA'. Each station entry includes features such as 'EOG_Layer1_Btm_Outside_L', 'EOS_Layer1_Btm_L', 'CL_Layer1_Btm', 'ETW_Layer1_Btm_R', and 'EOG_Layer1_Btm_Outside_R', along with their respective offsets, elevations, northing and easting coordinates, existing ground elevations, and slopes. The report systematically presents data for stations ranging from 29100.000 to 30425.000, illustrating changes in elevation and slope across different features over increasing station numbers. This technical document is crucial for engineering, construction, or land management projects requiring precise topographical and positional information.

The Cross Section Gradebook Report, generated on November 25, 2025, provides detailed elevation and offset data for various stations along the 'MW' alignment, referencing the 'MWB' surface. All measurements in the report are in feet. The document systematically lists elevation and offset points for numerous stations, ranging from 45050.000 to 47425.000. Additionally, the report includes data for specific surfaces such as 'Turnaround S Approach,' 'Turnaround S Approach1,' 'Turnaround Center,' 'Turnaround N Approach,' 'Turnaround N Approach1,' 'TPR Intersection,' and 'TPR Intersection1,' each with its own set of station, elevation, and offset readings. This comprehensive gradebook serves as a critical reference for surveying, engineering, or construction projects requiring precise topographical information for the specified alignment and surfaces.

This government report, titled "Cross Section Gradebook with Northing/Easting Report," created on November 25, 2025, details extensive geographical and elevation data for various stations along an alignment named "MW." The report provides precise measurements in feet for features such as different layers' bottoms (e.g., ETW_Layer4_Btm_L, EOG_Layer1_Btm_Outside_L), including their offset, elevation, Northing, and Easting coordinates. It also includes existing ground elevations and slopes. The data is categorized under different surfaces like "Turnaround Center," "Turnaround S Approach," "Turnaround S Approach1," and "Turnaround Center1." The report systematically presents information for stations incrementally, such as 46750.000, 46775.000, 46800.000, 46825.000, 46850.000, 46875.000, and 46900.000. This highly detailed document is critical for any federal or state-level infrastructure projects requiring precise topographical and geological information for planning, construction, or environmental assessments.

This Cross Section Gradebook with Northing/Easting Report, dated November 24, 2025, provides detailed topographical and elevation data for various features across different 'Surfaces' identified as 'DC Intersection', 'DC Intersection1', 'DC INT', 'Turnout 23+30', and 'DC AOP'. The report lists 'Features' such as 'EOG_Layer4_Btm_Outside_L', 'EOS_Layer4_Btm_L', 'ETW_Layer4_Btm_L', 'CL_Layer4_Btm', 'Sidewalk_Back_Layer4_L', and 'Sidewalk_Front_Layer4_L' at specific 'Stations'. For each feature and station, the report includes 'Offset', 'Elevation', 'Northing', 'Easting', 'Existing Ground' elevation, and 'Slope'. All measurements are in feet. The document appears to be a technical survey or engineering report, essential for planning, design, or construction within the specified areas, providing crucial geospatial and elevation data for various layers and ground conditions.

This Cross Section Gradebook with Northing/Easting Report, generated on November 24, 2025, details precise elevation, offset, Northing, and Easting coordinates for various features within the 'MW' alignment, specifically for 'Layer4_Btm' features on the 'MWA' surface. The report presents data for numerous stations, ranging from 29100.000 to 30425.000, with all units in feet. For each station, it lists features such as 'EOG_Layer4_Btm_Outside_L/R', 'EOS_Layer4_Btm_L/R', and 'CL_Layer4_Btm', along with their respective offsets, elevations, Northing, Easting, and existing ground elevations. Slope values are also provided for various segments. The data systematically tracks the topographical characteristics and structural elements across the specified alignment, indicating a consistent methodology for recording and presenting cross-sectional grade information relevant to federal, state, and local infrastructure projects.

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This Cross Section Gradebook with Northing/Easting Report, created on November 25, 2025, provides detailed topographical data for the "Tear Drop" set, specifically along the "MW" alignment. The report, with all units in feet, presents features such as ETW_Layer4_Btm_L, EOG_Layer4_Btm_Outside_L, CL_Layer4_Btm, and EOS_Layer4_Btm_L across various stations (from 46750.000 to 46900.000). For each feature and station, the report meticulously lists offset, elevation, Northing, Easting, existing ground elevation, and slope. The data is categorized under different surfaces, including "Turnaround Center," "Turnaround S Approach," "Turnaround S Approach1," and "Turnaround Center1." This type of detailed geospatial and elevation data is crucial for government RFPs, federal grants, and state/local RFPs related to infrastructure development, construction, or land surveys, providing essential baseline information for project planning and execution.

Jorgensen Associates, Inc. conducted a pre-demolition asbestos and hazardous materials survey of the Barker-Davis site at Grand Teton National Park. The survey, completed on October 28, 2020, identified asbestos-containing materials (ACM), lead-based paint (LBP) and lead-containing paint (LCP), mercury-containing articles, and biological hazards (rodent feces indicating hantavirus risk). The report details regulatory criteria, technical approaches, and findings for each hazardous substance, along with demolition and disposal considerations. The purpose is to fulfill EPA and OSHA requirements for hazardous substance identification and proper disposal prior to deconstruction/demolition. Costs for deconstruction and abatement are provided in appendices. The project involves deconstruction, disposal, recycling, and site rehabilitation.

Jorgensen Associates, Inc. conducted a pre-demolition asbestos and hazardous materials survey of the Barker-Davis Williams House for Grand Teton National Park. The survey, performed on October 28, 2020, identified asbestos-containing materials (ACM) in 238 SF of floor tiles in the living room and back entrance, lead-based paint (LBP) on two porcelain fixtures, two mercury thermostats, and biological hazards (rodent feces and a dead bird). No PCBs, radioactive materials, batteries, scrap tires, hazardous material containers, electronics, or printer cartridges were found. The report details regulatory criteria, technical approaches, findings, and disposal considerations for each hazardous substance, emphasizing the need for proper abatement and deconstruction according to federal and state regulations. Cost estimates for deconstruction and abatement are provided in appendices. The project aims to remove the structure, restore natural resources, and rehabilitate the site.

Jorgensen Associates, P.C. conducted a pre-demolition asbestos and hazardous materials survey of the Wittmer Property for Grand Teton National Park. The survey, performed on September 29, 2016, identified asbestos-containing materials (ACM) in the Wittmer House, specifically in 80 square feet of 9x9 floor tile in the front entryway and 450 square feet of sheet flooring in the kitchen and dining room, necessitating removal before demolition. The project adheres to EPA regulations 40 CFR 61, Subpart M (NESHAP) and OSHA Asbestos Standard for Construction (29 CFR 1926:1101) for asbestos, and 40 CFR 273, 40 CFR 261 + 262, and 49 CFR 173 for hazardous wastes. Hazardous materials like mercury-containing lamps and switches, PCB-containing ballasts, and various chemicals were also identified in both the house and a log cabin on the property. Recommendations include abatement of ACM, proper disposal of hazardous wastes, and precautions for biological hazards like hantavirus. The deconstruction and site rehabilitation are scheduled for May through October 2017, with cost estimates provided in Appendix F.

The Western Federal Lands Highway Division issued a Notice to Prospective Offerors for two road projects in Grand Teton National Park, Wyoming: WY NPS GRTE 2020(1) Moose Wilson Road Phase 2 and WY NP GRTE 11(1) Teton Park Road – Moose To Taggart Lake Trailhead. The solicitation number is 69056726R000005. The work will be structured as a Base Schedule and an Option Task Order. The Base Schedule involves reconstructing Moose Wilson Road, Death Canyon Road, constructing two parking areas, a 0.7-mile realignment of Moose Wilson Road, and demolishing three structures. The Option X will reconstruct the Teton Park Road and Menors Ferry Road intersection with a new roundabout, lighting, traffic counters, and a bike path connection. Prospective offerors are encouraged to view the project area in the fall due to potential snow cover. Technical questions should be emailed to wfl.plans-spec@dot.gov, and general questions to wfl.contracts@dot.gov or by phone at 360-619-7520. Solicitation documents will be available in winter 2025/2026 on sam.gov.

The document outlines the "Moose-Wilson Road Phase 2" and "Teton Park Road - Moose to Taggart Lake" projects within Grand Teton National Park, Wyoming. These projects involve extensive reconstruction, utilities, grading, drainage, and pavement work, with specific plans for roadway obliteration, trailheads, turnouts, and a roundabout option. The file details design designations, specifications, and a comprehensive summary of quantities for various construction items, including asphalt, culverts, fencing, and environmental design elements. It also includes survey control maps with precise coordinate data for numerous points, indicating the geographical scope and technical rigor of the proposed federal highway projects. Key project areas include Moose Wilson Road and Death Canyon Road, with multiple staging and demolition sites identified.

The government file details the "WY NPS GRTE 2020(1) Moose Wilson Road Phase 2 and WY NP GRTE 11(1), Teton Park Road – Moose To Taggart Lake Trailhead" project in Teton County, Wyoming, approximately 15 miles north of Jackson. This federal undertaking involves the reconstruction of 2.95 miles of roadway, encompassing utilities, grading, aggregate, asphalt and minor concrete pavement, roadway obliteration, and site improvements. The estimated cost ranges from $20 million to $30 million, with a tentative completion date of Winter 2027. The extensive scope of work includes earthwork (clearing, grubbing, excavation, embankment, removal of structures, and roadway obliteration), slope reinforcement, aggregate and base courses, asphalt and rigid pavements, and various incidental constructions. Key elements also include comprehensive traffic control measures (permanent and temporary), installation of lighting and electrical systems, facilities for field offices, roadside development, and environmental design components such as landscaping logs and streambed material.

This document is a Task Order Request for Proposals (TORFP) for road construction projects in Yellowstone, Grand Teton, and surrounding areas. Specifically, it covers the Moose Wilson Road Phase 2 (WY NPS GRTE 2020(1)) and Teton Park Road - Moose to Taggart Lake Trailhead (WY NP GRTE 11(1)) projects. The solicitation, number 69056726R000005, is issued by the U.S. Department of Transportation, Federal Highway Administration, and is exclusively for pre-selected contractors holding a Multiple Award Task Order Contract (MATOC). The estimated price range for the project is $25,000,000 to $35,000,000. It outlines detailed requirements for proposals, including bid schedules, contract clauses, special contract requirements, and an offer submittal checklist. Large businesses are required to submit a subcontracting plan. The project will adhere to the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24, and mandates a fixed completion date of November 19, 2027. Electronic bids are not accepted; printed copies must be submitted.