CA NP MOJA 11(2) 10(2) KELBAKER, KELSO-CIMA, CIMA and MORNING STAR MINE ROADS

The document is a Bid Opening Summary for Project Number KELBAKER, KELSO-CIMA, CIMA and MORNING STAR MINE ROADS, also known as CA NP MOJA 11(2) 10(2). The bid opening occurred on May 19, 2026, at 1:00 p.m. MST in Lakewood, CO, overseen by Jorey Deml. Five amendments were issued between April 17, 2026, and May 13, 2026. Six bidders submitted proposals: Granite Construction ($87,347,000.00), Steve Manning ($119,994,875.00), Las Vegas Paving ($66,700,000.00), Sully-Miller Contracting ($83,747,959.00), Amrize Southwest ($66,499,694.80), and Road and Highway Builders ($111,999,999.00). The bids included breakdowns for Schedule A, Option X, and Option Y. The Engineer’s Estimate for the project was $86,333,000.00.

This document, Amendment A005 to the Bid Schedule for Project CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS, outlines the pay items and quantities for a federal government construction project. It details the instructions for bidders on how to complete the bid schedule, emphasizing accurate unit pricing and calculations. The project is divided into a Base Schedule (A) and two Option Schedules (X and Y), each listing numerous contract quantity pay items. These items cover a wide range of civil engineering and construction tasks, including mobilization, surveying, earthwork (excavation, subexcavation, waste), road construction (aggregate base, asphalt pavement, fog seal, tack coat), drainage structures (pipe culverts, end sections), curbing, sidewalks, barriers, fencing, and various types of labor and equipment. Additionally, the schedules include items for environmental considerations such as soil erosion control, stormwater pollution prevention, and specialized environmental designs for wildlife. There are also provisions for contractor testing and traffic control. The document includes placeholder sections for bidders to insert unit prices and total amounts for each item, culminating in a total bid for each schedule and an overall project total.

Amendment A005 modifies the solicitation for the Kelso-Cima & Kelbaker Roads project (CA NP MOJA 11(2) 10(2)), managed by the Federal Highway Administration. It replaces the bid schedule, specific pages (E-46, E-66 - E-68), and several plan sheets. The amendment details requirements for environmental controls, including soil erosion, sediment, and stormwater pollution prevention plans (SWPPP). It also outlines qualifications for biological, archeological, and tribal monitors. Additionally, it revises specifications for topsoil preparation and placement, permanent traffic control devices (sign posts, panels, rumble strips), and pavement markings. The bid schedule includes base and option items for various construction activities, from mobilization and excavation to specialized environmental designs like tortoise barriers and wildlife escape ramps. It also clarifies that plan sheets incorrectly labeled A004 should read A005.

This government file, Amendment A004, issued by the FEDERAL HIGHWAY ADMINISTRATION, CENTRAL FEDERAL LANDS HIGHWAY DIVISION, serves to amend a solicitation. The document outlines methods for offerors to acknowledge receipt of the amendment, including completing specific items, acknowledging on each offer copy, or through separate communication. It explicitly states that failure to acknowledge the amendment by the specified date and time may lead to the rejection of the offer. The amendment also clarifies that if an offeror wishes to change a previously submitted offer due to this amendment, such changes must be made in writing and received before the opening hour and date. Additionally, the amendment form includes sections for contract ID codes, effective dates, requisition numbers, and details on whether the amendment extends the solicitation's offer receipt deadline. It further specifies that, unless otherwise noted, all other terms and conditions of the original solicitation remain unchanged.

The document addresses questions and answers regarding Solicitation No. 6982AF25B000013 for the CA NP MOJA 11(2) 10(2) Kelso-Cima and Kelbaker Roads project. Key updates include extensions to the bid opening and contract completion dates, clarification on road closures for Morning Star Mine Road, and amendments to allow reuse of existing asphalt and aggregate in 4R areas. The government confirmed its responsibility for UPRR project costs and clarified flagging requirements. The document also details changes to project timelines, earthwork calculations, tortoise fence installation protocols, and the contractor's responsibilities for office trailers and permits. Other topics covered include asphalt plant setup, CAD file formats, utility relocations, bid submission requirements, small business goals, paving requirements, traffic control, and material specifications.

This document compiles questions and answers regarding Solicitation No. 6982AF25B000013 for the CA NP MOJA 11(2) 10(2) Kelso-Cima and Kelbaker Roads project. Key topics include bid date extensions, updated NTP and contract completion dates, clarification on road closures (Morning Star Mine Road), and modifications to construction materials (Section 301/302 base items). Other significant points cover the provision of CAD files, utility relocations, and UPRR flagging requirements. Concerns were also raised about project timelines, tortoise fence installation, earthwork quantities, and the contractor's responsibility for certain project costs. The document clarifies various specifications, including asphalt lift requirements, concrete barrier placement, and the acceptable asphalt price index. Several amendments are noted to address these questions, aiming to provide clarity and adjust project parameters for bidders.

The document compiles questions and answers regarding Solicitation No. 6982AF25B000013 for the CA NP MOJA 11(2) 10(2) Kelso-Cima and Kelbaker Roads project. Key issues addressed include extensions for bid and completion dates, clarification on road closures (Morning Star Mine Road), and modifications to construction specifications like the use of 302 base items instead of 301, allowing for recycled aggregate. Other concerns cover the usability of XML files, earthwork quantity calculations, monument removal, superelevation correction, and restrictions on temporary asphalt plants. The document also clarifies requirements for CAD files, Ponderosa Telephone line relocation, UPRR track removal, bid submission procedures, small business goals, asphalt lift requirements, UPRR flagging and right-of-entry agreements, tortoise fence installation, provision of office trailers, biologist monitoring, and payment responsibilities for UPRR fees and flagging. Amendments will be issued to address many of these points.

The bid schedule for Project CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS, details the required work for both the base schedule (A) and two option schedules (X and Y), as outlined in Amendment A003 dated May 4, 2026. Bidders are instructed to provide unit bid prices to the nearest cent for each pay item, multiplying by the quantity to show the total amount bid. The project includes extensive road construction, maintenance, and environmental protection tasks. Key items across the schedules involve mobilization, various survey and staking services, removal of existing structures, extensive roadway excavation and obliteration, aggregate base and asphalt concrete pavement, and the installation of culverts, curbs, and barriers. Additionally, the project specifies significant labor requirements, including general, special, and hired technical services for biological and archaeological monitoring. Traffic control, sign systems, pavement markings, and environmental design elements like tortoise crossing structures are also detailed. An alternate bid item for contractor testing (Government-Furnished Lab) is consistently included across all schedules.

This amendment to a solicitation outlines significant modifications for a federal highway project in Mojave National Preserve, San Bernardino County, CA. The project, "IMPROVEMENTS TO APPROXIMATELY 56.5 MILES OF ROADS," includes resurfacing, restoration, and rehabilitation of Kelso-Cima, South Kelbaker, and Morningstar Mine Roads. Key changes involve replacing bid schedules, updating appendices, and revising specific Special Contract Requirements (SCR) pages and plan sheets. The document also details instructions for offerors regarding acknowledgment of amendments, bid modifications, and requirements for Project Labor Agreements and Small Business Subcontracting Plans. Additionally, it specifies project overview, technical question submission deadlines, and post-award information, including the transition to electronic conformed contracts. Operational limitations and scheduling constraints are outlined, especially concerning work within UPRR and Nevada/Caltrans rights-of-way. Comprehensive updates to construction requirements cover aggregate courses, crushed aggregate, full-depth reclamation, asphalt concrete pavement, and minor concrete pavement. A new section introduces a 1-year warranty for asphalt concrete pavement with detailed evaluation methods and remedial action plans. The bid schedule includes base and option items for various construction tasks, ranging from mobilization and earthwork to paving, drainage, and environmental design elements.

This amendment (A002, dated 4/27/2026) to a solicitation for the "KELSO CIMA & KELBAKER ROADS" project, overseen by the FEDERAL HIGHWAY ADMINISTRATION, outlines critical updates and requirements for bidders. It includes a revised bid schedule with detailed pay items for both a Base Schedule (A) and two Option Schedules (X and Y), covering various construction activities such as mobilization, surveying, excavation, paving, and environmental design. The amendment also details important contract clauses, including those related to acknowledging receipt of the amendment, liquidated damages for delays ($7,600.00 per day), options for increased quantity (Option X within 60 days, Option Y within 90 days after Schedule A award), and preferences for HUBZone small businesses. Key clauses address contractor ethics, whistleblower rights, and prohibitions against racially discriminatory DEI activities. Furthermore, it specifies requirements for using sustainable products, reporting biobased product purchases, and adhering to Buy American provisions for construction materials, with detailed definitions for domestic and foreign materials.

The document addresses questions and answers regarding Solicitation No. 6982AF25B000013 for the CA NP MOJA 11(2) 10(2) Kelso-Cima and Kelbaker Roads project. Key issues include extending the bid opening date and contract completion dates, clarifying road closure policies for Morningstar Mine Road, and revising material specifications for base items to allow for the reuse of onsite materials. The document also addresses concerns about XML file accessibility, earthwork quantities, monument removal details, and the need for existing horizontal curve stations for superelevation correction. Additionally, it clarifies policies on temporary asphalt plants, CAD file provision, telephone line relocation, UPRR track removal, bid submission procedures, small business goals, asphalt lift requirements, UPRR flagging, tortoise fence installation, and biologist monitoring requirements. Amendments are planned to address several of these points, including adding bid items for a project office trailer and clarifying full-depth reclamation methods.

This document addresses questions and answers regarding the CA NP MOJA 11(2) 10(2) Kelso-Cima and Kelbaker Roads project, an federal government RFP. Key issues include extending the bid opening date by 14 days and updating the NTP and contract completion dates due to the project's complexity and anticipated 2.5-year duration. Clarifications were made regarding Morning Star Mine Road's permanent closure to through traffic post-project and the disposal of the Mojave Road Monument. The document also addresses requests for changes to base items, the inability to view XML files (with a solution provided for conversion), and raw fill quantities that will be clarified in an upcoming amendment. The establishment of a temporary asphalt plant within the Mojave National Preserve is prohibited, and CAD files are available in LandXML format for conversion.

The "Invitation for Bid" (IFB) document, Solicitation Number 6982AF25B000013, outlines a federal highway project for road reconstruction and rehabilitation in the Mojave National Preserve, California. The project, estimated between $80,000,000 and $120,000,000, involves improving approximately 56.5 miles of roads including Kelso-Cima, South Kelbaker, Cima, and Morningstar Mine Roads. The work encompasses realignment, asphalt concrete pavement, aggregate base, full-depth reclamation, permanent signing, and pavement markings. Bidders must submit electronic and hard copy bids by April 30, 2026, and adhere to specific requirements such as bid guarantees with original signatures, SAM registration, and a potential Project Labor Agreement. The IFB also details subcontracting goals for small businesses and mandates the use of the Masterworks system for daily reports. Two options (X and Y) are included in the bid schedule, evaluated with the base schedule, but do not obligate the government to exercise them.

The document presents detailed cross-section diagrams and grade information for the Kelso-Cima and Kelbaker Roads project, specifically for Kelso-Cima Road, Schedule A, under the purview of the FHWA, Office of Federal Lands Highway. The data covers stationing from 4087+50.00 to 4101+50.00, providing designed grades, original ground elevations, and subgrade elevations at various intervals. The diagrams also indicate pavement edges, existing railroad right-of-way, and cross-slopes, primarily at -2.0%, -3.2%, and +3.2%, with some variations. The document emphasizes the need to update the alignment name in file properties and was generated on September 20, 2022.

The document provides cross-section drawings and related notes for the Kelso-Cima and Kelbaker Roads project, specifically for Schedule A and Option Y of Kelbaker Road. The project involves grading and road construction, with detailed diagrams showing existing pavement edges, desired grades, subgrade elevations, and original ground levels at various chainages from 1002+50.00 to 1032+50.00. Key notes clarify that approach road component end conditions are omitted for clarity, and further details on riprap, concrete barrier layouts, and end condition slope labels can be found in other specified sheets and staking reports. The document was prepared by the FHWA, Office of Federal Lands Highway, and includes project numbers CA NP MOJA 11(2) 10(2) and NPS PMIS No.: 310980.

The document, titled "KELSO-CIMA AND KELBAKER ROADS," presents a series of cross-section diagrams for Kelbaker Road, part of the CA NP MOJA 11(2) 10(2) project. Each diagram details design grade, subgrade, and original ground elevations at 50-foot intervals (e.g., 2288+50.00 to 2305+68.11, and 2350+50.00 to 2362+61.54), along with pavement edge and grade percentages. The files were prepared by the FHWA, Office of Federal Lands Highway, with varying dates (September 20, 2022, July 23, 2025, and June 3, 2025). The consistent instruction to "UPDATE ALIGNMENT NAME IN FILE PROPERTIES" suggests these are working documents or templates. The document focuses on the detailed engineering specifications for road construction or improvement within a federal lands project, indicating a technical component of an RFP or grant related to infrastructure development.

This government file, generated by the FHWA Office of Federal Lands Highway on September 20, 2022, presents detailed cross-section diagrams and grade information for segments of the Kelso-Cima and Kelbaker Roads project, specifically for Kelso-Cima Road, Schedule A, identified as CA NP MOJA 11(2) 10(2). The file encompasses multiple sheets (X1077-X1085), each illustrating 'Desired Grade,' 'Subgrade,' and 'Original Ground' elevations at various stations along the road, typically in 50-foot increments (e.g., 3450+50.00 to 3460+00.00). Each diagram also shows

This document contains detailed cross-section diagrams for the Kelbaker Road project, identified under NPS PMIS No. 310980 and Drawing No. 170/193141. The diagrams span stations from 1551+50.00 to 1568+00.00, illustrating design grades, original ground levels, and subgrade elevations. The project, titled "Kelso-Cima and Kelbaker Roads," is managed by the FHWA, Office of Federal Lands Highway. Each cross-section includes existing pavement edges, centerlines, and grade percentages (e.g., -3.2% to -2.0%) with corresponding 1:4 or 1:2 slopes. The document provides critical data for construction and grading, showing variations in elevation and slope along the specified sections of Kelbaker Road, essential for project implementation and quality assurance.

The provided document consists of cross-sectional diagrams for the Kelso-Cima Road and Kelbaker Roads project, under the management of FHWA, Office of Federal Lands Highway. The diagrams, dated June 8, 2025, and September 20, 2022, detail existing pavement edges, right-of-way, and various grade percentages, including designed, subgrade, and original ground elevations. The project, identified by NPS PMIS No. 310980 and Drawing No. 170/193141, spans multiple stations from 4807+50.00 to 4830+00.00. These plans are critical for federal government RFPs related to infrastructure development and maintenance, offering essential data for road construction and grading, highlighting design parameters and existing conditions for potential contractors.

The Geotechnical Engineering Evaluation report details the assessment and proposed rehabilitation for Kelso-Cima and Kelbaker Roads in Mojave National Preserve, San Bernardino County, California. The project aims to reconstruct or rehabilitate approximately 19 miles of Kelso-Cima Road and 23 miles of Kelbaker Road. GeoEngineers, Inc. conducted site reconnaissance, pavement condition surveys, borings, pavement cores, and Dynamic Cone Penetrometer (DCP) tests. The existing pavement showed moderate to high severity fatigue cracking, block cracking, edge cracking, longitudinal cracking, transverse cracking, and potholes. Subgrade soils generally consist of sand with varying silt and gravel, exhibiting moderate strength. The report recommends Alternative 3: Full-depth Reclamation without Cement for both roads, based on pavement design analysis using AASHTO 1993 and a life-cycle cost analysis (LCCA) using FHWA’s RealCost software, which showed it to be the most cost-effective option. Material and construction considerations, including climate, drainage, and corrosion, are also addressed.

This memorandum details surfacing recommendations for rehabilitating the 15-mile Morning Star Mine Road within California's Mojave National Preserve. The project aims to convert the aged, paved road to gravel to reduce traffic and high-speed driving, thereby lowering the desert tortoise mortality rate. An assessment revealed the existing asphalt is beyond its design life, exhibiting extensive cracking and unstable shoulders. The recommended rehabilitation involves applying 6 inches of Aggregate Base over Full Depth Reclamation of the existing asphalt, pulverizing the material to 1 inch below the current pavement. This approach is designed for a "high" subgrade support condition with low truck traffic, and includes specific instructions for scenarios with thin asphalt or "beach sand" subgrade to ensure stability during construction.

The document outlines the engineering plans for the "KELSO-CIMA AND KELBAKER ROADS" project, identified by NPS PMIS No.: 310980, 326192 and Drawing No.: 170/193141. It details abbreviations, conventional plan symbols, and project-specific symbols used in the drawings. The project includes reconstruction (4R) and pulverize (FDR) and overlay (3R) work on Kelbaker Road, Kelso-Cima Road, and Morning Star Mine Road, totaling 56.6 miles. The plans provide typical sections for existing and proposed roadways, including details for superelevation correction, full-depth reclamation, roadway aggregate, and specific low water crossing (LWC) designs with riprap and concrete barriers. The document also includes information on approach roads and pullout details. The extensive scope indicates a comprehensive infrastructure upgrade for these routes, emphasizing drainage, safety, and material specifications.

The Bid Schedule for Project CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS, outlines a comprehensive infrastructure project divided into three schedules: A (Base), X (Option), and Y (Option). The document provides detailed instructions for bidders, emphasizing precise unit bid prices and mathematical accuracy. The project encompasses a wide range of pay items, including mobilization, various survey and staking tasks, clearing and grubbing, removal of existing structures like cattle guards and signs, and extensive earthwork such as roadway excavation, subexcavation, and waste management. Pavement-related work includes aggregate base, roadway aggregate, full-depth reclamation, asphalt concrete pavement, antistrip additive, prime coat, fog seal, blotter, and tack coat application. Additional items cover concrete work (minor concrete pavement, curbs, sidewalks, accessibility ramps, barriers), drainage (pipe culverts and end sections), fencing (tortoise barriers, removal and resetting of fences and gates), and a variety of labor and equipment services (dump trucks, backhoe loaders, wheel loaders, bulldozers, motor graders, hydraulic excavators, general and special labor, including tribal, biological, and archeological technical services). The project also includes placing conserved topsoil, installing and removing/resetting sign systems, object markers, delineators, speed humps, and various pavement markings (solid, broken, symbols, words like “STOP,” railroad, accessibility, and speed hump markings). Temporary traffic control, relocation of communication lines, and environmental design elements like tortoise crossing structures and small wildlife escape ramps are also specified. Each schedule itemizes quantities and units for each task, with

This government file, titled "Cross Section Gradebook with Northing/Easting Report," details various topographical and construction-related measurements for the "ALI_Kelbaker_11" alignment, created on August 13, 2025. The report provides extensive data in feet, including offset, elevation, Northing, Easting, existing ground, and slope for numerous features at different stations along the alignment, such as "Slope_Stake_Cut_L," "Pavt_CL_Layer4," and "EOG_Layer4_Btm_Outside_R." The stations range from 1002+15.000 to 1017+50.000, with some entries indicating fill or ditch features. The document is likely used for federal government RFPs, federal grants, or state and local RFPs related to infrastructure projects, specifically for precise civil engineering and construction planning.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for the ALI_KELBAKER_10 alignment, created on August 13, 2025. This report, measured in feet, outlines various features such as 'Slope_Stake_Cut_L', 'Pavt_CL_Layer4', and 'Slope_Stake_Fill_R' across multiple stations from 1150+00.000 to 1162+50.280. For each feature, the report lists its offset, elevation, Northing, and Easting coordinates, along with the existing ground elevation and slope. The data systematically records changes in terrain and design elements at 50-foot intervals, with some finer measurements at specific points like 1153+80.100 and 1154+26.530. This detailed gradebook is essential for construction and engineering projects, providing precise measurements for site development and ensuring adherence to design specifications.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed elevation and positional data for a land survey project. Created on August 13, 2025, for "Set Name: ALI_KELBAKER_9" and "Alignment Name: ALI_KELBAKER_9," the report specifies all units in feet. It meticulously lists various features such as Slope_Stake_Fill, EOG_Layer4_Btm_Outside, Shdr_Outside_Layer4, Shdr_EOP_Layer4, Pavt_CL_Layer4, and Barrier_Top_Out at different stations (e.g., 1300+00.000, 1300+50.000, 1301+00.000, etc.). For each feature, the report includes offset, elevation, Northing, Easting, Existing Ground elevation, and slope. This comprehensive data is critical for precise land development, infrastructure planning, and construction within federal, state, and local government projects, ensuring accurate topographical and grade information.

The document is a Cross Section Gradebook with Northing/Easting Report, created on August 13, 2025, for the ALI_Kelbaker_8 alignment and COR_Kelbaker_8 surface. It details various topographical features such as Slope_Stake_Fill, EOG_Layer4, Shdr_Outside_Layer4, Shdr_EOP_Layer4, Pavt_CL_Layer4, and Ditch_Front_1:4, along with their respective offsets, elevations, northing, easting, existing ground, and slope values. The report presents data for multiple stations, starting from 1450+00.010 and continuing through various increments up to 1462+00.000, across several pages. All units in the report are specified in feet. This detailed gradebook provides critical geospatial and elevation data for the specified alignment, essential for engineering, construction, or environmental analysis in government infrastructure projects.

This document is a

The “Cross Section Gradebook with Northing/Easting Report,” created on August 13, 2025, details extensive topographical and elevation data for the “ALI_KELBAKER_6” alignment. The report provides precise measurements in feet, including offset, elevation, Northing, Easting, and existing ground levels, along with slope percentages, for various features such as 'Slope_Stake_Fill_L', 'Pavt_CL_Layer4', and 'Slope_Stake_Cut_R'. These measurements are meticulously recorded at 50-foot intervals along the alignment, from Station 1750+00.000 to 1765+50.000, with an additional entry at 1758+40.074 and 1761+06.138 and 1764+67.860. The document also notes the input grid factor and confirms that all units are in feet. This data is crucial for detailed civil engineering and construction planning, likely for a federal or state infrastructure project, ensuring accurate grade and alignment specifications.

This document, a "Cross Section Gradebook with Northing/Easting Report" created on August 13, 2025, details precise topographic and elevation data for the "ALI_KELBAKER_5" alignment. The report provides a systematic breakdown of various features, including 'Slope_Stake_Fill_L', 'EOG_Layer4_Btm_Outside_L', 'Shdr_Outside_Layer4_L', 'Shdr_EOP_Layer4_L', 'Pavt_CL_Layer4', 'Shdr_EOP_Layer4_R', 'Shdr_Outside_Layer4_R', 'EOG_Layer4_Btm_Outside_R', 'Slope_Stake_Cut_R', and 'Slope_Stake_Fill_R', across multiple stations (from 1900+00.000 to 1917+00.000) at 50-foot intervals. For each feature, the report lists offset, elevation, Northing, Easting, existing ground elevation, and slope, with all units in feet. This data is critical for precise alignment and grading in construction or infrastructure projects, likely supporting federal or state-level RFPs for civil engineering or roadwork.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed topographical and alignment data for a segment identified as "ALI_KELBAKER_4." Created on August 13, 2025, the report presents a series of stations (e.g., 2050+00.000 to 2068+00.000) with corresponding feature offsets, elevations, Northing, Easting, existing ground elevations, and slopes. Key features include Slope_Stake_Fill/Cut, EOG_Layer4_Btm_Outside, Shdr_Outside_Layer4, Shdr_EOP_Layer4, and Pavt_CL_Layer4, indicating elements of a road or similar linear construction project. All measurements are in feet, as specified. The report's purpose is to document precise spatial and elevation information for various points across the cross-sections of the alignment, essential for engineering, construction, or land management purposes within federal, state, or local government projects.

This Cross Section Gradebook with Northing/Easting Report, created on August 13, 2025, details precise topographic and geometric data for an alignment named "ALI_KELBAKER_03." The report provides station-by-station breakdowns (e.g., 2200+00.000, 2200+50.000) of various features, including "Slope_Stake_Fill_L/R," "EOG_Layer4_Btm_Outside_L/R," and "Pavt_CL_Layer4." For each feature, the document lists its offset, elevation, Northing, Easting, existing ground elevation, and slope. All measurements are in feet unless otherwise specified. The data is presented in a tabular format, offering a detailed record of elevations, coordinates, and slopes at specific points along the alignment, essential for civil engineering, construction, or land development projects.

This government file, titled "Cross Section Gradebook with Northing/Easting Report" and created on August 13, 2025, details extensive topographic data for the "ALI_KELBAKER_2" alignment and surface. The report provides precise measurements in feet, including offset, elevation, northing, easting, existing ground, and slope for various features such as 'Slope_Stake_Fill/Cut', 'EOG_Layer4_Btm_Outside', 'Shdr_Outside_Layer4', 'Shdr_EOP_Layer4', 'Pavt_CL_Layer4', and 'Barrier_Top_Out' at numerous stations from 2350+00.000 to 2365+50.000. This detailed cross-section gradebook is crucial for civil engineering, construction, and infrastructure projects, ensuring accurate topographical information for planning, design, and execution within federal, state, or local government RFPs and grants.

The document, titled "Cross Section Gradebook with Northing/Easting Report" and created on August 15, 2025, details a topographic survey for an alignment named ALI_KELBAKER_1. It provides extensive data points for various features like 'Slope_Stake_Fill_L', 'Pavt_CL_Layer4', and 'Slope_Stake_Cut_R' at different stations, starting from 2500+00.000 and progressing in 50-foot increments up to 2517+50.000 (with an additional entry at 2510+02.365 and 2512+86.751, and 2514+58.586). For each feature, the report lists its offset, elevation, Northing, Easting coordinates, existing ground elevation, and slope. Units are specified in feet. This detailed gradebook is crucial for civil engineering and construction projects, providing essential spatial data for design, earthwork calculations, and quality control in infrastructure development.

The “Cross Section Gradebook with Northing/Easting Report,” created on August 20, 2025, details precise measurements for various features along the ALI_KELSO_CIMA_10 alignment. The report, with all units in feet, provides comprehensive data including offset, elevation, Northing, Easting, existing ground, and slope for multiple stations (e.g., 3005+00.000 to 3020+00.000). Key features documented include 'Slope_Stake_Cut_L/R,' 'Hinge_Cut/Fill_1:50_L/R,' 'Curb_Back_Top_L/R,' 'Pavt_ETW_Layer4_L/R,' 'Pavt_CL_Layer4,' and others, varying slightly by station. This type of detailed gradebook is essential for federal, state, and local government RFPs and grants related to infrastructure development, road construction, or land surveying projects, ensuring accuracy in design and execution.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical and structural data for the ALI_KELSO_CIMA_9 alignment and COR_KELSO_CIMA_9 surface. The report, generated on August 20, 2025, presents measurements in feet, including offset, elevation, Northing, Easting, Existing Ground, and Slope for various features such as Slope_Stake_Cut/Fill, EOG_Layer4_Btm_Outside, Shdr_Outside_Layer4, Shdr_EOP_Layer4, Pavt_CL_Layer4, and Barrier_Top_Out. The data is organized by station, starting from 3200+00.000 and extending through 3212+50.000, with entries every 50 feet, and additional entries at intermediate stations like 3201+84.547, 3203+36.695, and 3205+05.000, 3205+55.000, 3207+40.000, 3207+90.000, 3208+23.230, 3208+40.000, 3209+63.341, and 3214+00.000. This comprehensive gradebook is essential for federal government RFPs, grants, and state/local RFPs related to infrastructure projects, offering critical information for planning, design, and construction, particularly for roadway or civil engineering endeavors.

This document is a Cross Section Gradebook with Northing/Easting Report, detailing elevation, offset, Northing, Easting, existing ground, and slope data for various features along a defined alignment. The report, created on August 20, 2025, uses 'ALI_KELSO_CIMA_8' as both the set and alignment name, with all units in feet. It presents detailed measurements at multiple stations, including 'Slope_Stake_Fill_L', 'EOG_Layer4_Btm_Outside_L', 'Shdr_Outside_Layer4_L', 'Shdr_EOP_Layer4_L', 'Pavt_CL_Layer4', 'Shdr_EOP_Layer4_R', 'Shdr_Outside_Layer4_R', 'EOG_Layer4_Btm_Outside_R', and 'Slope_Stake_Cut_R'. This report provides critical geospatial and elevation data, likely used for engineering, construction, or land management purposes related to federal, state, or local infrastructure projects.

This document is a 'Cross Section Gradebook with Northing/Easting Report,' generated on August 20, 2025. It details survey data for the 'ALI_KELSO_CIMA_7' alignment, presenting measurements in feet. The report systematically lists various geographical features, their offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes at different stations along the alignment. The stations range from 3600+00.000 to 3614+00.000, with detailed data for features like 'Slope_Stake_Fill_L,' 'EOG_Layer4_Btm_Outside_L,' 'Pavt_CL_Layer4,' and 'Slope_Stake_Cut_R.' This report is crucial for project planning, construction, and monitoring, providing precise spatial and elevation information for the specified alignment.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," created on August 20, 2025, details extensive topographical and engineering data for an alignment named ALI_KELSO_CIMA_6. The report provides precise measurements in feet, including offset, elevation, northing, easting, existing ground, and slope for various features at 50-foot station intervals, starting from 3800+00.000 and extending through 3817+50.000. Key features documented include Slope_Stake_Fill/Cut, EOG_Layer4_Btm_Outside, Shdr_Outside_Layer4, Shdr_EOP_Layer4, Pavt_CL_Layer4, Ditch_Back/Front/Btm, Curb_Back_Top, Pullout_EOP_Layer4, and Barrier_Top_Out. This detailed gradebook provides critical spatial and elevation information for construction, planning, or infrastructure development projects related to federal or state/local RFPs, ensuring accurate execution and adherence to design specifications.

This government file is a "Cross Section Gradebook with Northing/Easting Report" created on August 20, 2025, for the "ALI_KELSO_CIMA_5" set and alignment. The report details various features, their offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes at multiple stations along an alignment. The stations provided range from 4000+00.000 to 4015+00.000, typically incrementing by 50 feet, with some intermediate stations like 4006+10.000, 4006+60.000, 4007+10.000, 4008+65.000, 4009+15.000, 4009+65.000, and 4011+01.815 and 4014+72.708. All units in the report are in feet. The features listed include various layers of pavement, shoulders, and slope stakes (fill or cut), indicating a detailed civil engineering or construction survey document used for tracking progress and ensuring design specifications are met for infrastructure projects.

This government file, titled "Cross Section Gradebook with Northing/Easting Report" and created on August 20, 2025, provides detailed topographical and structural data for a segment of the "ALI_KELSO_CIMA_04" alignment. The report, measured in feet, outlines various features such as 'Slope_Stake_Fill_L', 'EOG_Layer4_Btm_Outside_L', 'Pavt_CL_Layer4', and 'Slope_Stake_Fill_R' at different stations (e.g., 4200+00.000, 4200+50.000, up to 4212+00.000). For each feature and station, the report specifies the offset, elevation, Northing, Easting, existing ground elevation, and slope. This data is critical for construction, infrastructure development, and land management projects, providing precise measurements essential for planning and execution within federal, state, and local government initiatives involving civil engineering and land surveying.

This document, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed elevation, offset, Northing, Easting, and slope data for various features along an alignment named ALI_KELSO_CIMA_3. The report, created on August 20, 2025, uses units in feet and presents data at multiple stations, starting from 4400+00.000 and progressing at 50-foot intervals. Key features detailed include Slope_Stake_Fill_L/R, EOG_Layer4_Btm_Outside_L/R, Shdr_Outside_Layer4_L/R, Shdr_EOP_Layer4_L/R, and Pavt_CL_Layer4. The data also identifies features like Curb_Back_Top, Barrier_Top_Out, and Ditch_Btm_Frnt_1:4_LWC_R at later stations. This technical report is crucial for civil engineering and construction projects, likely used for planning, design verification, or progress monitoring within a federal, state, or local government infrastructure initiative.

This Cross Section Gradebook with Northing/Easting Report, created on August 20, 2025, provides detailed topographic data for the "ALI_KELSO_CIMA_02" alignment. The report, with all units in feet, meticulously lists various features such as 'Slope_Stake_Fill_L', 'Pavt_CL_Layer4', and 'Slope_Stake_Cut_R' at incremental stations from 4600+00.000 to 4614+00.000. For each feature and station, the report includes offset, elevation, Northing, Easting, Existing Ground elevation, and slope. This data is crucial for civil engineering, construction, and land surveying, offering precise geographical and elevational information necessary for project planning, design, and execution within a government contracting context.

The Cross Section Gradebook with Northing/Easting Report, created on August 19, 2025, provides detailed topographic and elevation data for the ALI_KELSO_CIMA_01 alignment. The report, measured in feet, outlines features such as Slope_Stake_Fill, EOG_Layer4_Btm_Outside, Shdr_Outside_Layer4, Shdr_EOP_Layer4, and Pavt_CL_Layer4 at various stations (e.g., 4800+00.000 to 4815+00.000). For each feature, the report lists its offset, elevation, northing, easting, and existing ground elevation. It also includes slope data. The document's purpose is to provide precise geospatial and elevation details crucial for infrastructure projects, likely for federal or state/local RFPs, ensuring accurate planning and execution of construction or land development activities.

The Cross Section Gradebook with Northing/Easting Report, dated August 18, 2025, provides detailed topographic data for the KC_APP_ALI_3_Cedar Canyon alignment. The report, measured in feet, outlines surface elevations and features such as the Edge of Pavement (EOP) and Edge of Grade (EOG) Layer 4 Bottom Outside Right, along with Northing and Easting coordinates. It includes existing ground elevations, offsets, and slopes at various stations, specifically 260+46.00, 260+50.00, 260+75.00, 261+00.00, and 261+04.00. This data is critical for construction, surveying, and engineering projects, likely supporting federal, state, or local government infrastructure initiatives by providing precise ground and surface measurements for planning and execution.

The "Cross Section Gradebook with Northing/Easting Report," created on August 15, 2025, provides detailed topographical data for an alignment named KB_APP_ALI_1_180. The report, with all units in feet, presents cross-section information at various stations along the alignment. For each station (180+75.00, 181+00.00, and 181+19.90), it lists features such as Slope_Stake_Fill/Cut, EOG_Layer4_Btm_Outside, Pavt_CL_Layer1, and Ditch_1:2, along with their respective offset, elevation, Northing, and Easting coordinates. It also includes the existing ground elevation and slope for each feature. This data is crucial for construction and engineering projects, likely supporting federal or state infrastructure development by providing precise geographical and elevation details for design and implementation phases.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical and geospatial data for the KC_APP_ALI_10_205 alignment. Created on August 15, 2025, the report lists features, offsets, elevations, northing, and easting coordinates at two specific stations: 205+75.00 and 205+85.00. All measurements are in feet. The data includes elements such as slope stakes, ditch lines, and pavement layers, along with existing ground slopes. This type of report is crucial for federal and state government projects, particularly in infrastructure RFPs, as it provides essential survey and engineering data for design, construction, and compliance monitoring.

The “Cross Section Gradebook with Northing/Easting Report,” generated on August 17, 2025, provides detailed topographical data for the KC_APP_ALI_10_210 alignment. The report, which specifies all units in feet, presents cross-section information at various stations (210+75.00, 211+00.00, 211+25.00, 211+50.00, 211+75.00, and 211+90.00). For each station, it lists features such as “Slope_Stake_Cut_L/R,” “Ditch_1:2_L/R,” “EOG_Layer4_Btm_Outside_L/R,” and “Pavt_CL_Layer1,” along with their respective offsets, elevations, Northings, and Eastings. Additionally, the report includes existing ground slopes for the features. This document is crucial for civil engineering, construction, or land development projects requiring precise grade and positional data, likely serving as a foundational technical document for federal or state infrastructure RFPs.

This report, generated on August 17, 2025, details a cross-section gradebook with Northing/Easting data for the alignment "KC_APP_ALI_10_215." It provides precise measurements in feet for various features at two specific stations: 215+75.00 and 216+00.00. For each station, the report lists features such as "Slope_Stake_Cut_L," "Ditch_1:2_L," "Pavt_CL_Layer1," and "Slope_Stake_Cut_R," along with their respective offset, elevation, Northing, and Easting coordinates. Existing ground slope data is also included. This technical document is crucial for civil engineering projects, likely supporting federal or state infrastructure development by providing detailed spatial and elevation information for construction and planning.

The "Cross Section Gradebook with Northing/Easting Report" details precise civil engineering measurements for an alignment named KC_APP_ALI_10_220. Created on August 17, 2025, the report provides station-based data in feet, including offset, elevation, northing, easting, and slope for various features. Key features documented across stations from 220+75.00 to 222+85.00 include Slope_Stake_Cut_L/R, Ditch_1:2_L/R, EOG_Layer4_Btm_Outside_L/R, and Pavt_CL_Layer1. The data indicates changes in elevation and horizontal position along the alignment, with specific slope values for different features. This report is crucial for verifying design compliance, supporting construction, or analyzing existing ground conditions in infrastructure projects, likely for federal, state, or local government RFPs or grants requiring detailed site specifications.

The “Cross Section Gradebook with Northing/Easting Report,” created on August 17, 2025, details survey data for the KC_APP_ALI_9_221 alignment. The report provides station, offset, elevation, northing, and easting coordinates for various features, including slope stakes, ditches, and pavement layers, at 25-foot intervals from station 221+75.00 to 222+50.00. All measurements are in feet. The document also includes existing ground slope information for each feature, indicating cut and fill slopes, as well as the gradients of pavement and ditch elements. This data is critical for construction, engineering, and land surveying projects, likely informing federal government RFPs, grants, or state/local RFPs related to infrastructure development and ground work.

The Cross Section Gradebook with Northing/Easting Report details various geographical and structural features along the KC_APP_ALI_9_222 alignment at four different stations: 222+75.00, 223+00.00, 223+25.00, and 223+40.00. The report provides precise offset, elevation, Northing, and Easting coordinates for features such as Slope_Stake_Cut_L/R, Ditch_1:2_L/R, EOG_Layer4_Btm_Outside_L/R, and Pavt_CL_Layer1. All measurements are in feet, and existing ground slope data is included. This data is critical for construction and engineering projects, ensuring accurate alignment and grade for infrastructure development. The report's systematic presentation of cross-sectional data is essential for planning and execution in federal, state, and local government infrastructure projects.

This document is a Cross Section Gradebook with Northing/Easting Report, detailing spatial and elevation data for specific features along an alignment named KC_APP_ALI_8_223. The report, generated on August 17, 2025, provides measurements in feet for various features such as 'Slope_Stake_Cut_L/R', 'Ditch_1:2_L/R', 'EOG_Layer4_Btm_Outside_L/R', and 'Pavt_CL_Layer1' at different stations (223+75.00, 224+00.00, and 224+15.00). For each feature, the report lists its offset, elevation, northing, and easting coordinates, along with existing ground slopes. This type of detailed engineering survey data is crucial for federal, state, and local government RFPs and grants related to infrastructure projects, construction, or land development, providing precise topographical information for planning and execution.

The Cross Section Gradebook with Northing/Easting Report details precise topographic data for the KC_APP_ALI_7_225 alignment, presenting offset, elevation, Northing, and Easting coordinates for various features at four distinct stations: 225+75.00, 226+00.00, 226+25.00, and 226+45.00. Key features include 'Slope_Stake_Cut_L/R', 'Ditch_1:2_L/R', 'EOG_Layer4_Btm_Outside_L/R', and 'Pavt_CL_Layer1', all measured in feet. The report also specifies existing ground slopes at each station. This data is critical for precise engineering, construction, and surveying tasks, likely serving as a foundational document for federal or state infrastructure projects, ensuring accurate alignment and grading according to project specifications.

The "Cross Section Gradebook with Northing/Easting Report," created on August 18, 2025, details the alignment data for "KC_AP_ALI_7_230" in feet. It provides precise measurements for features such as Slope_Stake_Cut, Ditch_1:2, EOG_Layer4_Btm_Outside, and Pavt_CL_Layer1 at various stations from 230+75.00 to 233+20.00. For each feature, the report lists offset, elevation, northing, and easting coordinates, along with existing ground slopes. This document is crucial for civil engineering, construction, or land surveying projects requiring detailed cross-section information and precise geospatial data, likely for an RFP related to infrastructure development or mapping.

The "Cross Section Gradebook with Northing/Easting Report," generated on August 18, 2025, details precise geographical and elevation data for the KC_APP_ALI_7_235 alignment. This report, likely a component of a federal, state, or local infrastructure project, provides critical measurements in feet for various features at specific stations (235+75.00, 236+00.00, and 236+10.00). It includes offsets, elevations, northing, and easting coordinates, along with existing ground slopes for features such as "Slope_Stake_Cut_L," "Ditch_1:2_L," "Pavt_CL_Layer1," and "Slope_Stake_Cut_R." The data is crucial for engineering, construction, and planning phases of public works, ensuring accurate spatial positioning and grading. The document's meticulous detail indicates its use in meeting technical specifications for government RFPs or grants related to civil engineering or land development projects.

The Cross Section Gradebook with Northing/Easting Report, created on August 18, 2025, provides detailed topographic data for the alignment named KC_APP_ALI_7_240. The report, with all units in feet, meticulously lists features such as Slope_Stake_Cut, Ditch, EOG_Layer4_Btm_Outside, and Pavt_CL_Layer1 at various stations from 240+75.00 to 243+60.00. For each feature, offset, elevation, Northing, and Easting coordinates are provided, along with the existing ground slope. This data is critical for understanding the precise three-dimensional characteristics of the terrain and engineered features along the specified alignment, likely for construction, surveying, or infrastructure development projects within a federal or state context.

The document is a

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for the KC_APP_ALI_7_250 alignment, recorded on August 18, 2025. The report, measured in feet, outlines specific features such as Slope_Stake_Cut, Ditch_1:2, EOG_Layer4_Btm_Outside, and Pavt_CL_Layer1 at various stations (from 250+75.00 to 253+00.00). For each feature, it lists the offset, elevation, Northing, and Easting coordinates, along with the existing ground slope. This data is crucial for engineering and construction projects, likely used in federal or state infrastructure development RFPs or grants, to ensure precise grading and alignment according to design specifications.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed geospatial and elevation data for specific points along the KC_APP_ALI_3_255 alignment. Created on August 18, 2025, the report lists features like 'Slope_Stake_Cut,' 'Ditch,' 'EOG_Layer4_Btm_Outside,' and 'Pavt_CL_Layer1' at two stations: 255+75.00 and 255+80.00. For each feature, it includes offset, elevation, Northing, Easting, and existing ground data, with all units in feet. The report also indicates slopes between certain features. This type of detailed cross-section data is crucial for government RFPs related to infrastructure projects, such as road construction or land development, providing essential topographical information for planning, design, and execution.

The Cross Section Gradebook with Northing/Easting Report, created on August 18, 2025, provides detailed topographic and elevation data for the KC_APP_ALI_3_265 alignment. The report, with all units in feet, presents cross-section information at various stations: 265+75.00, 266+00.00, 266+25.00, 266+50.00, and 266+63.00. For each station, it lists features such as Slope_Stake_Cut_L/R, Ditch_1:2_L/R, EOG_Layer4_Btm_Outside_L/R, and Pavt_CL_Layer1, along with their respective offset, elevation, northing, easting, existing ground, and slope. This data is critical for civil engineering and construction projects, likely used in federal, state, or local RFPs for infrastructure development or surveying. The consistent presentation of data across multiple stations allows for comprehensive analysis of the terrain and proposed design elements.

This government file, a "Cross Section Gradebook with Northing/Easting Report" dated August 18, 2025, provides detailed topographical and geospatial data for an alignment identified as KC_APP_ALI_3_270. The report presents cross-section information at various stations, specifically from 270+75.00 to 274+02.00, with all units in feet. For each station, it lists features such as "Slope_Stake_Cut_L/R," "Ditch_1:2_L/R," "EOG_Layer4_Btm_Outside_L/R," and "Pavt_CL_Layer1," along with their corresponding offset, elevation, northing, easting, existing ground elevation, and slope. This data is critical for understanding the precise three-dimensional characteristics of the terrain and engineered features along the specified alignment. The report's purpose is to provide foundational data for civil engineering, construction, or land development projects, likely to inform design, planning, or progress monitoring within federal government RFPs, federal grants, or state and local RFPs where detailed site analysis is required.

This report, generated on August 18, 2025, provides a detailed

This government file is a Cross Section Gradebook with Northing/Easting Report, generated on August 18, 2025, for the KC_APP_ALI_3_280 alignment. The report provides detailed topographical data in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features at specific stations (280+75.00, 281+00.00, 281+25.00, 281+40.00). Key features documented include Slope_Stake_Cut_L/R, Ditch_1:2_L/R, EOG_Layer4_Btm_Outside_L/R, and Pavt_CL_Layer1. This type of report is crucial for federal government RFPs, federal grants, and state/local RFPs related to infrastructure projects, providing essential survey and grade data for planning, design, and construction, ensuring accurate adherence to specifications and ground conditions.

This government file, a "Cross Section Gradebook with Northing/Easting Report" created on August 18, 2025, details extensive geospatial and elevation data for the KC_APP_ALI_3_285 alignment. The report, measured in feet, provides granular data across various stations (from 285+75.00 to 288+16.00). For each station, it lists features such as Slope_Stake_Cut, Ditch, EOG_Layer4_Btm_Outside, and Pavt_CL_Layer1, along with their respective offsets, elevations, northing, easting, existing ground elevations, and slopes. This data is crucial for infrastructure projects, likely for precise grading, construction, or environmental analysis, ensuring adherence to design specifications and regulatory requirements in federal or state/local government initiatives.

The Cross Section Gradebook with Northing/Easting Report, created on August 18, 2025, provides detailed geometric data for an alignment identified as KC_APP_ALI_3_290. The report specifies features such as slope stakes, ditches, and pavement centerline (Pavt_CL_Layer1) at two stations: 290+75.00 and 290+85.00. For each feature, it lists offset distances in feet, elevations, Northing and Easting coordinates, and existing ground elevations. The report also includes slope information for various points. This data is critical for construction, surveying, and engineering projects, likely used in federal, state, or local government RFPs and grants for infrastructure development or maintenance where precise spatial and elevation data is required.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical and geographical data for an alignment named ALI_Kelbaker_11, specifically focusing on the surface COR_Kelbaker_11. The report, created on August 18, 2025, presents measurements in feet, including offset, elevation, Northing, Easting, existing ground, and slope for various features like 'Shdr_EOP_Layer1_L', 'Pavt_CL_Layer1', and 'Shdr_EOP_Layer1_R' at different stations. Some stations also include 'Pullout_EOP_Layer1_L'. The data systematically progresses through increasing station numbers, offering a comprehensive record of the terrain's characteristics along the specified alignment, crucial for federal government RFPs, federal grants, and state/local RFPs related to infrastructure projects.

The document, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed elevation, northing, and easting data for various features along an alignment named ALI_KELBAKER_10. Created on August 18, 2025, the report spans from Station 1150+00.000 to Station 1189+00.000, with measurements taken at regular intervals, typically every 50 feet, and at some specific intermediate points. Each station includes data for features such as Shdr_EOP_Layer1_L, Pavt_CL_Layer1, and Shdr_EOP_Layer1_R, detailing their offset, elevation, northing, easting, and existing ground elevation. The report also notes the slope at each station. All units are consistently in feet. This type of data is critical for precise civil engineering, construction planning, and surveying in federal and state infrastructure projects.

The document is a Cross Section Gradebook with Northing/Easting Report, created on August 18, 2025. It details an alignment named ALI_KELBAKER_9, providing comprehensive survey data in feet. The report presents station-specific information, including feature names like Shdr_EOP_Layer1_L, Pavt_CL_Layer1, and Shdr_EOP_Layer1_R, along with their respective offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes. The stations range from 1300+00.000 to 1338+13.520, with measurements taken at regular intervals (e.g., 50 feet) and at specific intermediate points. This data is critical for precise mapping, construction planning, and civil engineering projects, ensuring accurate topographical and positional understanding of the alignment.

This document is a Cross Section Gradebook with Northing/Easting Report, generated on August 18, 2025, for the "ALI_Kelbaker_8" alignment. It details various stations along the alignment, providing precise measurements in feet for features like "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R." For each station, the report lists the offset, elevation, Northing, Easting, and existing ground elevation, along with the slope between features. The data spans from Station 1450+00.010 to 1486+50.000, indicating changes in elevation and slope across different points of the alignment. This report likely serves as a critical reference for civil engineering, construction, or land surveying projects, providing essential topographical and positional information for the specified alignment.

This report, generated on August 18, 2025, details a Cross Section Gradebook with Northing/Easting for the "ALI_KELBAKER_7" alignment. It provides precise elevation, northing, and easting coordinates for various features, including the left shoulder edge of pavement (Shdr_EOP_Layer1_L), pavement centerline (Pavt_CL_Layer1), and right shoulder edge of pavement (Shdr_EOP_Layer1_R), at 50-foot stations from 1600+00.000 to 1644+50.000. Each station also includes existing ground elevations and slope data. All measurements are in feet. The report documents the detailed topographical and positional data for a significant section of the alignment, including the introduction of a "Pullout_EOP_Layer1_R" feature at station 1643+50.000.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed geometric data for an alignment named ALI_KELBAKER_6. The report, generated on August 18, 2025, presents cross-sectional information in feet for various stations along the alignment, ranging from 1750+00.000 to 1791+44.000. For each station, it lists features such as "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R," along with their respective offsets, elevations, Northing, and Easting coordinates. The data also includes existing ground elevations and slopes, which vary across different features and stations. Notably, some stations, like 1790+00.000, introduce an additional feature, "Pullout_EOP_Layer1_R," indicating a change in the cross-section design. The slope values are predominantly 0.020, but some sections show variations, including negative slopes or changes to 0.025 and 0.026, reflecting the evolving terrain or design requirements along the alignment. This report is crucial for understanding the precise three-dimensional characteristics of the ALI_KELBAKER_6 alignment for potential construction or infrastructure projects.

The document is a Cross Section Gradebook with Northing/Easting Report generated on August 18, 2025, for a set named ALI_KELBAKER_5. It details alignment data, feature offsets, elevations, northing, easting, existing ground elevations, and slopes for various stations along the ALI_KELBAKER_5 alignment. The report, spanning 46 pages and with units in feet, provides granular data for design elements such as 'Shdr_EOP_Layer1_L', 'Pavt_CL_Layer1', and 'Shdr_EOP_Layer1_R', as well as 'Pullout_EOP_Layer1_R' at later stations. The consistent recording of elevations and coordinates across numerous stations, typically spaced at 50-foot intervals (e.g., 1900+00.000, 1900+50.000), indicates a detailed survey or design output. This data is critical for construction planning, ensuring accurate grading and alignment of roadway or similar infrastructure projects.

This document is a "Cross Section Gradebook with Northing/Easting Report," detailing topographical and elevation data for an alignment named "ALI_KELBAKER_4." Created on August 18, 2025, the report provides measurements in feet. It lists stations (e.g., 2050+00.000, 2050+50.000) and, for each station, includes features such as "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R." For each feature, the report specifies offset, elevation, Northing, Easting, and existing ground levels, along with a consistent slope of 0.020. The data systematically progresses through various stations, offering a comprehensive overview of the terrain's characteristics along the specified alignment.

This document is a "Cross Section Gradebook with Northing/Easting Report" for the alignment named ALI_KELBAKER_03, generated on August 18, 2025. It details elevation, northing, and easting coordinates, as well as existing ground elevations and slopes, for various features at specific stations along the alignment. The features include "Shdr_EOP_Layer1_L" (left shoulder edge of pavement), "Pavt_CL_Layer1" (pavement centerline), and "Shdr_EOP_Layer1_R" (right shoulder edge of pavement). All units in the report are in feet. The data is presented incrementally from Station 2200+00.000 to 2246+00.000, typically at 50-foot intervals, with some intermediate stations included. The report provides precise topographical and positional data essential for civil engineering and construction projects, likely for road or infrastructure development.

The document, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed elevation, Northing, and Easting coordinates for various features along an alignment named ALI_KELBAKER_2. The report, generated on August 18, 2025, presents data in feet for features like Shdr_EOP_Layer1_L, Pavt_CL_Layer1, and Shdr_EOP_Layer1_R at incremental stations from 2350+00.000 to 2392+50.000. Each station includes the offset, elevation, Northing, and Easting for each feature, as well as the existing ground elevation and slope. The report details the topographical and geospatial characteristics of the specified alignment, which is critical for civil engineering, construction planning, and surveying in federal, state, and local infrastructure projects.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," provides detailed topographical data for the "ALI_KELBAKER_1" alignment, generated on August 18, 2025. The report systematically lists features like 'Shdr_EOP_Layer1_L', 'Pavt_CL_Layer1', and 'Shdr_EOP_Layer1_R' across various stations, including specific points like 2510+02.365, 2512+86.751, 2514+58.586, 2517+54.869, 2534+17.745 and 2537+20.395. For each feature and station, it records the offset, elevation, northing, and easting coordinates, as well as the existing ground elevation and slope. All measurements are in feet. The inclusion of 'Pullout_EOP_Layer1_L' at certain stations indicates a design element for pullouts. This comprehensive data is critical for precise engineering, construction, and planning related to this specific alignment within a federal, state, or local infrastructure project.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," created on August 20, 2025, details extensive geospatial and elevation data for a project named ALI_KELSO_CIMA_10. The report, spanning 52 pages, provides precise measurements in feet, including offset, elevation, Northing, Easting, and existing ground levels, along with slope percentages, for various features such as 'Pavt_ETW_Layer1_L', 'Pavt_CL_Layer1', 'Pavt_ETW_Layer1_R', 'Shdr_EOP_Layer1_L', and 'Shdr_EOP_Layer1_R' at numerous stations along the alignment. The data, presented incrementally, is crucial for construction, engineering, or land development planning, ensuring accurate grade and alignment information for the specified infrastructure project.

This document presents a Cross Section Gradebook with Northing/Easting Report, detailing survey data for the alignment name ALI_KELSO_CIMA_9, created on August 20, 2025. The report provides station-specific information at various intervals, including feature types (e.g., Shdr_EOP_Layer1_L, Pavt_CL_Layer1, Shdr_EOP_Layer1_R, and Pullout_EOP_Layer1_L at certain stations), corresponding offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes. All units are in feet. The data spans from Station 3200+00.000 to Station 3238+70.221, showing a consistent structure for each station entry. The report systematically outlines geographical and elevation data crucial for civil engineering, construction, or land development projects, likely for federal, state, or local government RFPs or grants related to infrastructure.

This document is a Cross Section Gradebook with Northing/Easting Report for the "ALI_KELSO_CIMA_8" alignment, generated on August 20, 2025. It provides detailed elevation, northing, and easting data in feet for various features (Shdr_EOP_Layer1_L, Pavt_CL_Layer1, Shdr_EOP_Layer1_R) at different stations along the alignment. The report also includes existing ground elevations and slopes, typically 0.020 and -0.020, at these points. The data is presented incrementally, usually every 50 feet, with occasional specific station points. This report is crucial for civil engineering, surveying, and construction projects, offering precise geometric information for design, planning, and execution related to federal and state infrastructure RFPs.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," generated on August 20, 2025, details extensive topographical and elevation data for an alignment named "ALI_KELSO_CIMA_7." The report, presented in feet, provides granular measurements at various stations, including offsets, elevations, northing, and easting coordinates for key features such as "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R." It also includes existing ground elevations and slope data. This detailed information is crucial for federal government RFPs, federal grants, and state/local RFPs related to infrastructure projects, road construction, or land development, enabling precise planning, cost estimation, and compliance with engineering standards by offering a comprehensive understanding of the terrain and proposed design features along the specified alignment.

The document is a Cross Section Gradebook with Northing/Easting Report, generated on August 20, 2025. It provides detailed survey data for the alignment named ALI_KELSO_CIMA_6, with all units specified in feet. The report meticulously lists features such as 'Shdr_EOP_Layer1_L', 'Pavt_CL_Layer1', and 'Shdr_EOP_Layer1_R' at various stations, typically every 50 feet, starting from 3800+00.000 and continuing through to 3837+25.000. For each feature at every station, the report includes the offset, elevation, Northing, and Easting coordinates, along with the existing ground elevation and the slope. Some stations also include a 'Pullout_EOP_Layer1_L' feature. The document appears to be a technical record used for infrastructure projects, likely for tracking and planning changes in terrain and construction features along a specified alignment.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed survey data for an alignment named ALI_KELSO_CIMA_5, created on August 20, 2025. The report lists stations at various intervals (e.g., 4000+00.000, 4000+50.000), showing features like "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R." For each feature, it includes offset, elevation, Northing, Easting, and existing ground elevation, with all units in feet. Slope data is also provided between features. This document, likely part of federal or state infrastructure planning, is crucial for assessing terrain, designing road or construction projects, and ensuring precise geographical and elevation measurements along the specified alignment.

This government file, titled "Cross Section Gradebook with Northing/Easting Report," details survey data for an alignment named ALI_KELSO_CIMA_04. The report, generated on August 20, 2025, provides precise measurements in feet, including offset, elevation, Northing, and Easting coordinates for various features such as Shdr_EOP_Layer1_L, Pavt_CL_Layer1, and Shdr_EOP_Layer1_R. Data is presented at regular intervals, typically every 50 feet, along a series of stations starting from 4200+00.000 and progressing to 4232+50.000. It also includes existing ground elevations and slope information. The inclusion of Northing and Easting coordinates is crucial for geospatial referencing and accurate mapping in federal government RFPs, federal grants, and state and local RFPs where precise land data is essential for infrastructure projects, land development, or environmental assessments.

The document is a detailed

The document is a detailed "Cross Section Gradebook with Northing/Easting Report" for the "ALI_KELSO_CIMA_02" alignment, generated on August 20, 2025. It presents extensive geospatial and elevation data in feet for various features, including "Shdr_EOP_Layer1_L," "Pavt_CL_Layer1," and "Shdr_EOP_Layer1_R," at regular station intervals. For each station, the report provides offset, elevation, Northing, Easting, and existing ground elevation, along with the calculated slope. The data systematically progresses through increasing station numbers, detailing changes in these parameters over the alignment. This report is crucial for civil engineering, construction, and surveying projects, offering precise measurements for planning, design, and analysis of infrastructure, particularly for federal or state-level RFPs involving detailed topographical and alignment data.

The "Cross Section Gradebook with Northing/Easting Report" provides detailed topographical data for an alignment named ALI_KELSO_CIMA_1, based on the surface ALI_KELSO_CIMA_01. Created on August 19, 2025, the report presents measurements in feet, including Northing, Easting, and Elevation for various features (Shdr_EOP_Layer1_L, Pavt_CL_Layer1, Shdr_EOP_Layer1_R) at increments of 50 feet along the stationing, starting from 4800+00.000. It also includes existing ground elevations and slope data, which varies across stations. The document serves as a comprehensive gradebook, detailing cross-sectional information critical for engineering and construction planning within federal government RFPs, grants, and state/local RFPs, ensuring precise spatial and elevation data for infrastructure projects.

The provided document details an earthwork summary, likely for a construction or road project, outlining excavation and embankment volumes. It specifies total roadway prism excavation at 89,794 cubic yards and identifies 84,052 cubic yards of excavation material available for fills after adjustments. Embankment requirements include 62,177 cubic yards for roadway prism fill. The analysis reveals an excess of 13,050 cubic yards of excavation over embankment needs, leading to an estimated 13,672 cubic yards of waste. The document also mentions various backfill materials generated on-site and notes that unclassified borrow is not required. This summary uses roadway excavation with waste as the primary method for earthwork management.

The document provides an Earthwork Summary detailing excavation, fill, and waste volumes for a construction project. It outlines total roadway prism excavation at 10,119 CUYD, with 9,694 CUYD available for fills after adjustments. Embankment requirements include 8,806 CUYD for roadway prism fill and 485 CUYD for various backfill types. The analysis shows an estimated 403 CUYD of waste material, calculated from the difference between available excavation and required fill. The summary also notes 'NA CUYD' for unclassified borrow, indicating it is not required or specified. This detailed breakdown is crucial for planning and managing earthwork operations in government-related construction projects.

The document provides an earthwork summary, detailing excavation and embankment volumes for a roadway project. It calculates unadjusted and adjusted volumes for various excavation types, including roadway prism, structure excavation, and subexcavation, as well as materials unavailable for fill due to pavement removal and topsoil stripping. Embankment volumes include roadway prism fill and various backfill materials. The analysis identifies a deficit of 3,325 cubic yards, meaning the excavation available for fills is less than the required fill material. Consequently, 3,325 cubic yards of unclassified borrow material are required to complete the project.

No AI summary available for this file.

This Superelevation Data Report, created on August 13, 2025, details various road sections (KELSO_CIMA_10_Super-2, SUP_KELSO_CIMA_9-1, SUP_KELSO_CIMA_8-1, SUP_KELSO_CIMA_7-1, SUP_KELSO_CIMA_6-1, Section-1, SUP_COR_4-1, SUP_Kelso_Cim_03-1, SUP_COR_2-1, SUP_Kelso_Cim_01A-1, and SUP_COR_1B-1) with a consistent design speed of 45 feet per second. The report outlines superelevation parameters, including a crown pivot method and an 8% E selection. L selection varies between AASHTO Relative Gradient and Speed Table. Each section provides extensive station data with corresponding cross slopes, point types (Start Point, Full Super, Normal Crown, Level Crown, Reverse Crown), and linear transition types, indicating detailed geometric design for roadway curves.

The Superelevation Data Report, created on August 13, 2025, provides detailed superelevation data for multiple sections of a road, specifically

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)" which pertains to "KELSO-CIMA AND KELBAKER ROADS." The file was created on August 14, 2025, using Bentley Systems' OpenRoads Designer software. It specifies Imperial units for measurements, including square feet for area, feet for linear distances, and cubic yards for volume. The core of the document defines a triangulated irregular network (TIN) surface named "TER_Finished Grade_Private Driveway_2603+56.47." This surface is described by a series of 42 3D points (P) with precise coordinates and a set of faces (F) that connect these points to form the surface geometry. This type of file is typical for conveying detailed topographical or design surface data within a government infrastructure project, likely for bidding or construction purposes.

This government file is a LandXML document detailing surface data for a project named "CA NP MOJA 11(2) 10(2)," specifically focusing on "KELSO-CIMA AND KELBAKER ROADS." The file specifies units in imperial measurements (square foot, foot, cubic yard, fahrenheit, inHG) and indicates that 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 "TER_Finished Grade_UPRR Access Road_2606+25.00," which includes 413 precise 3D coordinate points (P id="1" to P id="413"). These points define the finished grade of a UPRR access road, providing essential geographical and elevation data for planning and construction within the project area.

This government file is a LandXML document detailing a subgrade surface for the "CA NP MOJA 11(2) 10(2)" project, specifically for "KELSO-CIMA AND KELBAKER ROADS." The file was generated on August 14, 2025, using Bentley Systems' OpenRoads Designer software (version 10.10.21.04). It specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inHG for pressure. The core of the document defines a triangulated irregular network (TIN) surface named "TER_Subgrade_Private Driveway_2603+56.47" through a series of 3D points (P) and triangular faces (F) that connect these points. This data is critical for detailed engineering and construction planning, providing precise topographical information for the designated private driveway subgrade within the broader road project.

The provided file is a LandXML document detailing a surface definition for a project named "CA NP MOJA 11(2) 10(2)" described as "KELSO-CIMA AND KELBAKER ROADS." The data was generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The units used in the file are Imperial, with area in square feet, linear measurements in feet, volume in cubic yards, temperature in Fahrenheit, and pressure in inches of mercury. The core of the document consists of a Triangular Irregular Network (TIN) surface named "TER_Subgrade_UPRR Access Road_2606+25.00," defined by 413 points, each with X, Y, and Z coordinates. This file likely represents survey or design data for the subgrade of an access road, providing precise topographical information for the specified road project.

The LandXML file "CA NP MOJA 11(2) 10(2)" titled "Kelso Cima and Kelbaker Roads" was created on August 13, 2025, at 10:32:31. It specifies Imperial units for area (squareFoot), linear measurements (foot), volume (cubicYard), temperature (fahrenheit), and pressure (inHG). The file was generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The core of the file defines a Triangular Irregular Network (TIN) surface named "N_Waste_Pile_Finished Grade," comprising 328 precisely georeferenced points and their corresponding elevations, along with 162 triangular faces that form the surface geometry. This detailed topographic data is essential for federal government RFPs, particularly for infrastructure projects involving road construction or environmental management in the specified area.

The LandXML file

The LandXML file "CA NP MOJA 11(2) 10(2)" titled "KELSO-CIMA AND KELBAKER ROADS" provides detailed topographical survey data for a finished grade surface within Cedar Canyon Road. Created using Bentley Systems' OpenRoads Designer, the file specifies imperial units for measurements. It contains a comprehensive list of 216 3D points (Pnts) with their X, Y, and Z coordinates, defining the terrain. These points are then used to create 215 triangular faces (Faces), forming a Triangulated Irregular Network (TIN) surface. This data is crucial for engineering, construction, and land management projects, providing a precise digital representation of the finished grade for the designated road area.

This LandXML file details a surface model for a project named "CA NP MOJA 11(2) 10(2)", specifically for "KELSO-CIMA AND KELBAKER ROADS". The data was generated using Bentley Systems' OpenRoads Designer version 10.10.21.04 on August 14, 2025. The file specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the file defines a surface named "TER_Finished Grade_Private Driveway_4834+31.39" using a Triangulated Irregular Network (TIN) model. This TIN surface is composed of 27 distinct 3D points, each with unique ID, X, Y, and Z coordinates. These points are then interconnected to form 32 triangular faces, which collectively define the geometry of the finished grade for the private driveway. This file is crucial for understanding the topographical data and engineered surface for this specific road project, likely supporting construction or surveying activities.

The LandXML file details a surface model for a project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS." The data, generated by OpenRoads Designer (version 10.10.21.04) from Bentley Systems, Inc., uses Imperial units (squareFoot, foot, cubicYard, fahrenheit, inHG). The core of the file defines a TIN (Triangulated Irregular Network) surface named "TER_Finished Grade_Private Driveway_4836+19.74." This surface is composed of 116 precisely defined 3D points, each with unique coordinates, and 239 faces that connect these points to form the surface geometry. This detailed topographic data is essential for federal, state, and local infrastructure projects, particularly in planning, design, and construction, to accurately represent ground conditions and finished grades for roadways or driveways.

The LandXML file describes a surface named "TER_Finished Grade_UPRR Access Road_3081+07.21" within the project "CA NP MOJA 11(2) 10(2)", which pertains to "KELSO-CIMA AND KELBAKER ROADS." The data, generated by OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc., specifies imperial units for measurements, including square feet for area, feet for linear distances, and cubic yards for volume. The core of the file consists of a Triangulated Irregular Network (TIN) surface definition, detailing 369 three-dimensional points (P) and a series of triangular faces (F) that define the terrain of the finished grade for a UPRR access road. This type of file is typically used in civil engineering and surveying for modeling terrain and infrastructure projects.

The LandXML file details a topographical survey for the project "CA NP MOJA 11(2) 10(2)" which pertains to KELSO-CIMA AND KELBAKER ROADS. The data was generated on August 15, 2025, at 10:03:45 AM using Bentley Systems, Inc.'s OpenRoads Designer software, version 10.10.21.04. The survey uses Imperial units, specifying measurements in square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the file consists of surface definitions, specifically a Triangulated Irregular Network (TIN) named "TER_Finished Grade_UPRR Access Road_3083+29.84," which contains 413 precise three-dimensional points (X, Y, Z coordinates). This data is crucial for engineering and construction planning related to the described road project, providing a digital representation of the finished grade of the UPRR Access Road.

This government file, identified as "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document detailing surface data, specifically for a finished grade UPRR Access Road. The file, created on August 15, 2025, uses Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was generated using Bentley Systems' OpenRoads Designer. The core content consists of a Triangulated Irregular Network (TIN) surface definition, represented by 413 3D coordinate points (P id="1" to P id="413"), providing precise topographical information for the specified access road. This data is crucial for engineering, construction, and land management in the context of federal or state infrastructure projects.

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," specifying units in imperial measurements (squareFoot, foot, cubicYard, fahrenheit, inHG). The file was created on August 15, 2025, at 10:03:09, using Bentley Systems' OpenRoads Designer version 10.10.21.04. It contains extensive surface data for a "TER_Finished Grade_UPRR Access Road_3098+28.18" in a Triangulated Irregular Network (TIN) format, listing 411 3D coordinate points (X, Y, Z) that define the terrain of the access road. This data is critical for detailed topographical analysis, design, and construction planning within the broader road project, enabling precise modeling of the finished grade.

This government file, identified as a LandXML document dated August 15, 2025, details a topographic survey project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS." The survey data, generated using "OpenRoads Designer" by Bentley Systems, Inc., defines a finished grade surface for a UPRR Access Road. The file specifies imperial units for measurements, including square foot for area, foot for linear, cubic yard for volume, fahrenheit for temperature, and inHG for pressure. The core of the document consists of a Triangulated Irregular Network (TIN) surface definition, enumerating 413 precise 3D coordinate points (P id=1 to P id=413), each with X, Y, and Z values. This detailed geospatial data is crucial for engineering, construction, or environmental planning related to the specified road project.

This government file, identified as LandXML version 1.2 and dated 2025-08-15, details a project named "CA NP MOJA 11(2) 10(2)" with the description "KELSO-CIMA AND KELBAKER ROADS." The data was generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The file specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inHG for pressure. The core of the document consists of surface definitions, specifically a Triangulated Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_3293+91.47." This surface is defined by a large set of three-dimensional points (P) with unique IDs, each specifying X, Y, and Z coordinates. The extensive list of coordinates suggests a detailed topographic or engineering dataset for the described road project. This file is likely part of a federal or state RFP related to infrastructure development, providing critical geospatial data for planning, design, or construction purposes.

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," dated August 15, 2025. It specifies imperial units for measurements including square feet, feet, cubic yards, Fahrenheit, and inches of mercury. The file was created using Bentley Systems' OpenRoads Designer, version 10.10.21.04. The primary content consists of surface data for a "TER_Finished Grade_UPRR Access Road_3443+77.62" represented as a Triangulated Irregular Network (TIN). This data includes 412 georeferenced points, each with X, Y, and Z coordinates, which are crucial for defining the finished grade of the access road.

This LandXML file, dated August 15, 2025, outlines a civil engineering project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS." The file specifies imperial units for measurements such as square foot, foot, cubic yard, fahrenheit, and inHG. The project data was generated using Bentley Systems, Inc.'s OpenRoads Designer version 10.10.21.04. The core of the file contains surface definitions, specifically a Triangulated Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_3649+68.29." This surface is defined by a comprehensive list of 413 three-dimensional points, each with unique ID and precise X, Y, and Z coordinates. This detailed geometric data is critical for understanding the terrain and finished grade of the access road, providing fundamental information for further civil engineering analysis, design, and construction planning.

This LandXML file, generated by Bentley Systems' OpenRoads Designer on August 15, 2025, details a finished grade surface for the "CA NP MOJA 11(2) 10(2)" project, specifically for "KELSO-CIMA AND KELBAKER ROADS: UPRR Access Road_3651+74.14." The file utilizes Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and defines the surface as a Triangulated Irregular Network (TIN). It contains a comprehensive list of 413 3D coordinate points (P id=1 to P id=413), each with X, Y, and Z values, which collectively define the topographical data for the specified access road. This data is crucial for civil engineering, construction, and infrastructure planning within government projects, ensuring precise terrain modeling and analysis.

The provided LandXML file, dated August 15, 2025, details a topographic survey project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS." The units of measurement are Imperial, including square feet for area, feet for linear measurements, and cubic yards for volume. The data was generated using Bentley Systems' OpenRoads Designer version 10.10.21.04. The core of the file contains surface data for "TER_Finished Grade_UPRR Access Road_3666+13.29," represented as a Triangulated Irregular Network (TIN). This TIN surface is defined by 412 points, each with unique ID, X, Y, and Z coordinates. This detailed geospatial data is essential for federal and state transportation or infrastructure projects, likely for road construction or maintenance planning, providing precise elevation and positional information for the specified access road.

This government file, identified as Project CA NP MOJA 11(2) 10(2) for "KELSO-CIMA AND KELBAKER ROADS," is a LandXML data file containing surface definition data. The file specifies imperial units for measurements and was created using OpenRoads Designer software by Bentley Systems, Inc. The core of the document consists of a "TIN" (Triangulated Irregular Network) surface named "TER_Finished Grade_UPRR Access Road_3669+06.34." This surface is defined by a lengthy list of 3D points, each with unique IDs and precise coordinates (X, Y, and Z elevation). This type of data is critical for federal and state transportation projects, grants, and RFPs that involve detailed topographical modeling, road construction, and infrastructure development, ensuring accurate terrain representation for engineering and design purposes.

This government file, identified as "CA NP MOJA 11(2) 10(2)" and titled "KELSO-CIMA AND KELBAKER ROADS," is a LandXML version 1.2 file created on August 15, 2025. It uses Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was generated by Bentley Systems, Inc.'s OpenRoads Designer version 10.10.21.04. The core content of the file consists of surface definition data for a "Finished Grade" TIN (Triangulated Irregular Network) surface, specifically for a "UPRR Access Road" at chainage 3678+50.00. This surface is defined by a series of 412 3D points, each with unique ID, X, Y, and Z coordinates. This type of data is critical for engineering, surveying, and construction projects, especially in the context of federal government RFPs for infrastructure development and maintenance.

The LandXML file details a civil engineering project, "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," created using Bentley Systems' OpenRoads Designer. It defines a finished grade surface named "TER_Finished Grade_UPRR Access Road_3681+58.12" using a Triangulated Irregular Network (TIN) surface type. The file specifies imperial units for measurements, including square feet, feet, cubic yards, Fahrenheit, and inches of mercury. The bulk of the document consists of a list of 413 3D coordinate points (P id="1" to P id="413") that define the geometry of the terrain surface.

This government file, identified as "CA NP MOJA 11(2) 10(2)" and described as "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document dated August 15, 2025. It specifies imperial units for area (square foot), linear measurements (foot), volume (cubic yard), temperature (fahrenheit), and pressure (inHG). The file was created using OpenRoads Designer, version 10.10.21.04, by Bentley Systems, Inc. The core of the document contains surface data for a finished grade identified as "TER_Finished Grade_UPRR Access Road_4406+71.71." This surface is defined by a Triangulated Irregular Network (TIN) and includes a extensive list of 413 precise 3D coordinate points (P id=1 to P id=413). These points represent topographical data, likely for civil engineering or construction planning related to road projects. The file serves as a detailed digital terrain model for the specified access road.

This government file, identified as Project "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document containing detailed surface data. The file, created on August 15, 2025, uses Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was generated using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The core of the document is a TIN (Triangulated Irregular Network) surface named "TER_Finished Grade_UPRR Access Road_4412+76.31," which includes a extensive list of 413 3D coordinate points (P id=1 to P id=413). These points define the finished grade of a UPRR Access Road, providing precise topographical information for the specified project location.

The LandXML file, dated August 15, 2025, details a topographic survey for the "KELSO-CIMA AND KELBAKER ROADS" project, named "CA NP MOJA 11(2) 10(2)." The data, generated by Bentley Systems' OpenRoads Designer, specifies imperial units for area (square foot), linear (foot), volume (cubic yard), temperature (fahrenheit), and pressure (inHG). The core of the file comprises surface definitions using a Triangulated Irregular Network (TIN) model, particularly for a "TER_Finished Grade_UPRR Access Road_4415+98.59." This surface is defined by 412 precisely measured 3D points (P id=1 to P id=412), each with X, Y, and Z coordinates. The file is crucial for federal government RFPs related to infrastructure and road projects, providing essential topographic data for design, planning, and construction. The detailed point data supports accurate modeling of terrain and finished grades, facilitating precise engineering and compliance with project specifications.

The provided XML file, generated by Bentley Systems' OpenRoads Designer, details a terrain surface named "TER_Finished Grade_UPRR Access Road_4441+00.15" for the project "CA NP MOJA 11(2) 10(2)" which describes "KELSO-CIMA AND KELBAKER ROADS". The file specifies imperial units for area, linear measurements, volume, temperature, and pressure. The core of the document consists of a series of 413 3D coordinate points (P id="X" Y Z) that define the Triangular Irregular Network (TIN) surface. This type of data is crucial for federal, state, and local RFPs related to infrastructure, surveying, and construction projects, providing precise topographical information for planning and execution.

The LandXML file provides detailed topographical data for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as CA NP MOJA 11(2) 10(2). The file, created on August 15, 2025, uses imperial units (square feet, feet, cubic yards, Fahrenheit, and inHG). It contains surface definitions for a finished grade, specifically for the UPRR Access Road at station 4458+74.26, represented as a Triangulated Irregular Network (TIN). The core of the file consists of 412 precisely defined 3D points (P id=1 to P id=412), each with X, Y, and Z coordinates. This data is essential for civil engineering, construction, and land management, enabling precise modeling and analysis of the terrain for the specified road project.

This government file, identified as Project CA NP MOJA 11(2) 10(2) for KELSO-CIMA AND KELBAKER ROADS, is a LandXML data file detailing surface definitions for a finished grade. The file, created on August 15, 2025, uses imperial units (squareFoot, foot, cubicYard, fahrenheit, inHG) and was generated using Bentley Systems' OpenRoads Designer software (version 10.10.21.04). The core of the document consists of a Triangular Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_4461+06.23", which includes a extensive list of 3D coordinate points (P id=1 to P id=413). These points define the topography of the finished grade for the specified access road, providing precise elevation data crucial for construction, planning, and other civil engineering applications related to the KELSO-CIMA AND KELBAKER ROADS project.

This government file is a LandXML data file, version 1.2, dated August 15, 2025. The file specifies imperial units for measurements including square feet, feet, cubic yards, Fahrenheit, and inches of mercury. The project name is "CA NP MOJA 11(2) 10(2)" with the description "KELSO-CIMA AND KELBAKER ROADS." The data was generated using "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. The core of the file defines a surface named "TER_Finished Grade_UPRR Access Road_4480+18.76" using a Triangulated Irregular Network (TIN) surface type. This surface is described by 413 detailed 3D coordinate points (P id="1" through P id="413"), providing precise topographical data for the specified road project.

This LandXML file, dated August 15, 2025, details a topographic surface for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as "CA NP MOJA 11(2) 10(2)." The project utilizes Imperial units, with measurements in square feet, feet, cubic yards, Fahrenheit, and inches of mercury. The data, generated by Bentley Systems' OpenRoads Designer version 10.10.21.04, defines a TIN (Triangulated Irregular Network) surface named "TER_Finished Grade_UPRR Access Road_4482+80.96." This surface is characterized by 413 precise 3D coordinate points, each with an ID, X, Y, and Z value, indicating elevations for the terrain. This file serves as a detailed digital terrain model for the specified road project.

This government file, titled "CA NP MOJA 11(2) 10(2)" and described as "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document detailing a finished grade surface. It was created using Bentley Systems' OpenRoads Designer version 10.10.21.04 on August 14, 2025, and utilizes imperial units (squareFoot, foot, cubicYard, fahrenheit, inHG). The core of the document consists of a "TER_Finished Grade_UPRR Access Road_4608+49.44" surface defined by a Triangulated Irregular Network (TIN). This TIN surface is represented by a series of 412 three-dimensional coordinate points, each with an ID, X, Y, and Z value. The purpose of this file is to provide precise topographical data for the specified finished grade surface, likely for use in federal government RFPs, federal grants, or state and local RFPs related to infrastructure or land development projects.

The LandXML file details a surface model named "TER_Finished Grade_UPRR Access Road_4611+34.65" for a project titled "CA NP MOJA 11(2) 10(2)" which describes "KELSO-CIMA AND KELBAKER ROADS." The data was generated on August 14, 2025, at 16:43:40 using Bentley Systems' OpenRoads Designer version 10.10.21.04. The units are imperial, with measurements in square feet, feet, cubic yards, Fahrenheit, and inches of mercury. The bulk of the file consists of a series of P-points, each with a unique ID and three coordinate values (x, y, z), which define the TIN (Triangulated Irregular Network) surface. These points likely represent elevation and spatial data for the finished grade of an access road, indicating a detailed topographical or engineering design. The project appears to be a federal government undertaking, possibly related to infrastructure or land management, given the naming convention and the detailed survey data.

This government file, identified as "CA NP MOJA 11(2) 10(2)" and titled "KELSO-CIMA AND KELBAKER ROADS," is a LandXML data set. It details a finished grade surface for a UPRR Access Road, specifically named "TER_Finished Grade_UPRR Access Road_4632+84.71." The file specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, fahrenheit for temperature, and 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 triangulation irregular network (TIN) surface definition, represented by 313 coordinate points (P) and 285 triangular faces (F), providing precise topographical information for the specified road section. This data is critical for any federal or state-level infrastructure planning, design, or construction related to the KELSO-CIMA AND KELBAKER ROADS project.

This LandXML file, titled "CA NP MOJA 11(2) 10(2)" and described as "KELSO-CIMA AND KELBAKER ROADS," contains detailed topographical data. The file, generated by Bentley Systems' OpenRoads Designer, specifies units in imperial measurements (square foot, foot, cubic yard, fahrenheit, inHG). It primarily consists of surface definitions using a Triangulated Irregular Network (TIN) model, represented by a series of three-dimensional points (P) with unique IDs and coordinates. This data likely represents finished grade elevations for the UPRR Access Road, specifically around station 4635+74.76, and is crucial for civil engineering, construction, or land management projects related to the described roads.

This LandXML file, titled "CA NP MOJA 11(2) 10(2)" and described as "KELSO-CIMA AND KELBAKER ROADS," contains surface data generated by Bentley Systems, Inc.'s OpenRoads Designer version 10.10.21.04. The file specifies Imperial units for area (squareFoot), linear measurements (foot), volume (cubicYard), temperature (fahrenheit), and pressure (inHG). The core of the document consists of a Triangulated Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_4663+78.29", defined by 413 precise 3D coordinate points (P id="1" to P id="413"). Each point includes X, Y, and Z coordinates, indicating detailed topographical or engineering data. This file is likely part of a federal or state RFP for infrastructure development or surveying, providing critical geographical and elevation data for the specified road project.

This government file, identified as "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document detailing a finished grade surface. The file uses imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was created 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 "TER_Finished Grade_UPRR Access Road_4699+09.89," defined by a comprehensive list of 413 3D coordinate points (P id=1 to P id=413). Each point includes X, Y, and Z coordinates, representing elevation data for the specified finished grade. This data is critical for precise civil engineering and construction planning for the road project.

The provided document is a LandXML file, version 1.2, detailing surface point data for a project named "CA NP MOJA 11(2) 10(2)" with the description "KELSO-CIMA AND KELBAKER ROADS." The data was generated using "OpenRoads Designer" by Bentley Systems, Inc. on August 14, 2025. The file specifies Imperial units for area (square foot), linear (foot), volume (cubic yard), temperature (fahrenheit), and pressure (inHG). The core of the document consists of a Triangular Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_4801+81.93," defined by 413 points, each with X, Y, and Z coordinates. This technical file is likely part of a federal government RFP or grant related to infrastructure or land development projects, providing precise topographical information for road construction or similar engineering endeavors.

This government file, identified as "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," is a LandXML document detailing surface elevation data. The file utilizes Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was created using "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. The core of the document consists of a Triangulated Irregular Network (TIN) surface named "TER_Finished Grade_UPRR Access Road_4817+51.75," which includes a comprehensive list of 413 three-dimensional coordinate points (P id=X, Y, Z). This data likely represents the finished grade elevation of a UPRR (Union Pacific Railroad) access road within the specified project area.

This government file, likely part of federal RFPs or grants, details a LandXML file for a project named "CA NP MOJA 11(2) 10(2)" which is described as "KELSO-CIMA AND KELBAKER ROADS." The file specifies units in imperial measurements (square foot, foot, cubic yard, fahrenheit, inHG) and indicates that the data was generated on August 14, 2025, at 16:28:38. The application used for its creation is "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. The core of the document consists of surface data for "TER_Finished Grade_UPRR Access Road_4825+20.00" defined as a Triangulated Irregular Network (TIN). This TIN surface is composed of 109 precisely georeferenced points (P) with X, Y, and Z coordinates, and 270 triangular faces (F) connecting these points, which collectively define the finished grade of the UPRR Access Road.

This LandXML file, dated August 15, 2025, details a subgrade surface survey for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as "CA NP MOJA 11(2) 10(2)." The data was generated using Bentley Systems' OpenRoads Designer (version 10.10.21.04) and is presented in imperial units, specifically feet for linear measurements and square feet for area. The core of the file defines a Triangulated Irregular Network (TIN) surface named "TER_Subgrade_Cedar Canyon Road_4407+46.46," which comprises 196 precisely measured 3D points (P) and 241 triangular faces (F) that define the topographical features of the subgrade. This technical document provides essential civil engineering data for infrastructure planning or construction related to the specified road project.

This LandXML file, generated by Bentley Systems' OpenRoads Designer, details a subgrade surface for a private driveway as part of the CA NP MOJA 11(2) 10(2) project, specifically for KELSO-CIMA AND KELBAKER ROADS. The file uses imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and contains a Triangulated Irregular Network (TIN) surface named "TER_Subgrade_Private Driveway_4834+31.39". This TIN surface is defined by 27 specific 3D coordinate points (Pnts) and 31 triangular faces (Faces) that interconnect these points, providing a precise digital terrain model for the specified subgrade.

This government file is a LandXML data file, dated August 15, 2025, detailing surface information for a project named "CA NP MOJA 11(2) 10(2)" with the description "KELSO-CIMA AND KELBAKER ROADS." The data was generated using OpenRoads Designer software by Bentley Systems, Inc. The file specifies imperial units for measurements, including square feet for area, feet for linear dimensions, cubic yards for volume, Fahrenheit for temperature, and inHG for pressure. The core of the file consists of a Triangulated Irregular Network (TIN) surface named "TER_Subgrade_Private Driveway_4836+19.74," which includes a comprehensive list of 116 3D points (P) defined by their X, Y, and Z coordinates, and 241 faces (F) that connect these points to form the surface. This data is critical for precise civil engineering and construction planning for the specified road project.

The LandXML file details a subgrade surface for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as "CA NP MOJA 11(2) 10(2)." The file specifies imperial units for measurements, including square feet, feet, cubic yards, Fahrenheit, and inches of mercury. It was created using "OpenRoads Designer" by Bentley Systems, Inc. The core of the document consists of a Triangular Irregular Network (TIN) surface definition, enumerating 371 points with their precise XYZ coordinates and 600 faces that define the geometric structure of the subgrade. This data is critical for civil engineering and construction, providing a detailed digital model of the terrain for planning and execution of road infrastructure projects.

The provided government file, dated August 15, 2025, is a LandXML document detailing a project named "CA NP MOJA 11(2) 10(2)" described as "KELSO-CIMA AND KELBAKER ROADS." The file was created using "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. It specifies Imperial units for measurements, including square foot for area, foot for linear, and cubic yard for volume. The core of the document consists of surface data, specifically a TIN (Triangulated Irregular Network) surface named "TER_Subgrade_UPRR Access Road_3083+29.84," which includes over 400 3D coordinate points (P id) with X, Y, and Z values. This data likely represents subgrade terrain information for road construction or civil engineering planning related to federal or state infrastructure projects.

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)", specifically focusing on "KELSO-CIMA AND KELBAKER ROADS." The document, created on August 15, 2025, uses Imperial units (square foot, foot, cubic yard, fahrenheit, inHG) and was generated by Bentley Systems' OpenRoads Designer version 10.10.21.04. The primary content consists of surface definitions for "TER_Subgrade_UPRR Access Road_3095+45.82" in a Triangulated Irregular Network (TIN) format. This surface is defined by a series of 413 3D coordinate points (X, Y, Z), providing precise topographical data for the subgrade of the UPRR Access Road. This type of data is crucial for federal and state road construction and infrastructure development RFPs.

This government file, titled "CA NP MOJA 11(2) 10(2) KELSO-CIMA AND KELBAKER ROADS," is a LandXML data file generated on August 15, 2025, using Bentley Systems' OpenRoads Designer software. The file primarily contains surface definition data in a Triangulated Irregular Network (TIN) format for a subgrade surface identified as "TER_Subgrade_UPRR Access Road_3098+28.18." The units of measurement are Imperial, including square feet for area, feet for linear measurements, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the file consists of a large set of three-dimensional coordinate points (P id="X" Y Z) that define the geometry of the subgrade surface.

This LandXML file details a topographic survey for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as "CA NP MOJA 11(2) 10(2)". It specifies imperial units for measurements (square foot, foot, cubic yard, fahrenheit, inHG) and indicates the data was generated by "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. The core of the file consists of a "TIN" (Triangulated Irregular Network) surface named "TER_Subgrade_UPRR Access Road_3269+10.00", which includes 413 detailed point measurements with X, Y, and Z coordinates. This data is crucial for modeling the subgrade surface of the access road, providing essential information for engineering, construction, and planning within the specified project area.

The LandXML file "CA NP MOJA 11(2) 10(2)" provides detailed civil engineering data for the "KELSO-CIMA AND KELBAKER ROADS" project. It specifies imperial units for area (squareFoot), linear measurements (foot), volume (cubicYard), temperature (fahrenheit), and pressure (inHG). The data was generated using Bentley Systems' OpenRoads Designer version 10.10.21.04. The core of the file defines a Triangular Irregular Network (TIN) surface named "TER_Subgrade_UPRR Access Road_3293+91.47", which includes 413 precise 3D coordinate points (P id=1 to P id=413). This technical dataset is essential for infrastructure development, likely for federal or state road construction or railway access, ensuring accurate topographical representation and design for project planning and execution.

The LandXML file details a surface model named "TER_Subgrade_UPRR Access Road_3443+77.62" for the project "CA NP MOJA 11(2) 10(2)" which is described as "KELSO-CIMA AND KELBAKER ROADS". The file specifies imperial units for area, linear measurements, volume, temperature, and pressure. It was generated using "OpenRoads Designer" version 10.10.21.04 by Bentley Systems, Inc. The core of the file consists of a Triangulated Irregular Network (TIN) definition, listing 412 points with their respective X, Y, and Z coordinates. This data is essential for civil engineering and infrastructure projects, likely for detailed terrain modeling, road design, or subgrade analysis in the specified geographic area.

The LandXML file details a topographical surface named "TER_Subgrade_UPRR Access Road_3649+68.29" for the "CA NP MOJA 11(2) 10(2)" project, specifically for "KELSO-CIMA AND KELBAKER ROADS." The data is formatted using LandXML version 1.2, created on August 15, 2025, at 14:09:23, and generated by Bentley Systems' OpenRoads Designer version 10.10.21.04. Units are specified as Imperial, with area in square feet, linear measurements in feet, volume in cubic yards, temperature in Fahrenheit, and pressure in inches of mercury. The core of the file consists of a Triangulated Irregular Network (TIN) surface definition, represented by a list of 413 three-dimensional points (P id=1 to P id=413), each with X, Y, and Z coordinates. This data is critical for detailed civil engineering and construction planning for road subgrade design.

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)" for "KELSO-CIMA AND KELBAKER ROADS," dated August 15, 2025. It specifies Imperial units for measurements (square foot, foot, cubic yard, fahrenheit, inHG). The file was created using OpenRoads Designer version 10.10.21.04 by Bentley Systems, Inc. The core of the document is a detailed Triangular Irregular Network (TIN) surface named "TER_Subgrade_UPRR Access Road_3651+74.14," which includes 413 precise 3D coordinate points (P) defining the subgrade of an access road.

The LandXML file details a topographical surface named "TER_Subgrade_UPRR Access Road_3666+13.29" for the project "CA NP MOJA 11(2) 10(2)" which describes "KELSO-CIMA AND KELBAKER ROADS." The data was generated on August 15, 2025, using Bentley Systems' OpenRoads Designer software, version 10.10.21.04. The units are specified in Imperial measurements, including square feet for area, feet for linear dimensions, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the file consists of a Triangulated Irregular Network (TIN) definition, providing a comprehensive list of 412 3D coordinate points (P id="1" to P id="412"). Each point includes X, Y, and Z coordinates, which collectively define the detailed contours and elevations of the subgrade surface for the designated access road.

This document is a LandXML file detailing surface point data for a project named "CA NP MOJA 11(2) 10(2)", specifically for "KELSO-CIMA AND KELBAKER ROADS". The data defines a TIN (Triangulated Irregular Network) surface named "TER_Subgrade_UPRR Access Road_3669+06.34". The file specifies imperial units for area, length, volume, temperature, and pressure. It was generated on August 15, 2025, at 14:08:53 using Bentley Systems' OpenRoads Designer version 10.10.21.04. The core of the document consists of over 400 3D coordinate points, each with an ID, representing the subgrade surface. This type of data is critical for precise civil engineering, construction planning, and infrastructure development, particularly in federal or state-funded road and access road projects.

The LandXML file details a subgrade surface for the "KELSO-CIMA AND KELBAKER ROADS" project, identified as "CA NP MOJA 11(2) 10(2)." The data, generated by Bentley Systems' OpenRoads Designer on August 15, 2025, uses Imperial units (square foot, foot, cubic yard, fahrenheit, inHG). The core of the file consists of 413 3D coordinate points (P id="1" to P id="413") defining the "TER_Subgrade_UPRR Access Road_3678+50.00" surface as a Triangulated Irregular Network (TIN). Each point provides precise XYZ coordinates, essential for engineering, construction, and surveying applications within federal and state infrastructure projects.

The LandXML file details a civil engineering project named "CA NP MOJA 11(2) 10(2)" focusing on the "KELSO-CIMA AND KELBAKER ROADS." The file was generated on August 15, 2025, using Bentley Systems' OpenRoads Designer software, version 10.10.21.04. It specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inches of mercury for pressure. The core of the document consists of surface data for a subgrade, specifically "TER_Subgrade_UPRR Access Road_3681+58.12," defined as a Triangulated Irregular Network (TIN). This surface is represented by a series of 413 precise 3D coordinate points (P id="1" to P id="413"), providing detailed topographical information for the specified road section. This data is essential for accurate modeling and construction planning in the project.

The document is a LandXML file, version 1.2, generated on August 15, 2025, by Bentley Systems, Inc.'s OpenRoads Designer (version 10.10.21.04). It outlines a project named "CA NP MOJA 11(2) 10(2)" with the description "KELSO-CIMA AND KELBAKER ROADS". The file specifies Imperial units for measurements, including squareFoot for area, foot for linear, cubicYard for volume, fahrenheit for temperature, and inHG for pressure. The core of the document consists of surface data, specifically a Triangulated Irregular Network (TIN) named "TER_Subgrade_UPRR Access Road_4406+71.71". This TIN surface is defined by a series of points, each with unique ID, X, Y, and Z coordinates. The extensive list of coordinate points suggests a detailed topographical or engineering survey, likely for the subgrade of the designated access road. This data is essential for precise civil engineering and construction planning related to the KELSO-CIMA AND KELBAKER ROADS project.

This LandXML file details a topographical survey for a project named "CA NP MOJA 11(2) 10(2)" which involves "KELSO-CIMA AND KELBAKER ROADS". The data, generated using OpenRoads Designer software, includes surface definitions of type TIN (Triangulated Irregular Network) for an area designated "TER_Subgrade_UPRR Access Road_4412+76.31". The file specifies imperial units for measurements, including square feet for area, feet for linear distances, cubic yards for volume, Fahrenheit for temperature, and inHG for pressure. The core of the document consists of a comprehensive list of 413 3D coordinate points (P id=1 to P id=413), each with X, Y, and Z values, which define the terrain or subgrade surface for the specified access road. These points are critical for modeling and analysis in civil engineering and construction projects.

The LandXML file