wa-ep-olym2022-1--1_proposed-alignment.pdf
PDF 614 KB Posted
- Solicitation number
- 69056725B000006
About this file
The document is a Proposed Horizontal & Vertical Alignment Report for MAIN 01, prepared for the Federal Highway Administration's Western Federal Lands Highway Division Project. The report details precise geometric specifications for a road alignment, including comprehensive horizontal and vertical alignment data for a section of roadway designated as MAIN 01. The alignment report provides detailed station-by-station breakdown of horizontal and vertical positioning, with specific measurements including northing and easting coordinates, tangent grades, tangent lengths, and elevation changes across multiple linear and circular elements from station 100+00.000 to 103+40.000. The report includes precise technical specifications such as curve radii, delta angles, and grade percentages, which are critical for road design and construction planning in the Olympic National Park area as part of the ERFO (Emergency Relief for Federally Owned) Repairs 2022 project.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Proposed Horizontal & Vertical Alignment Report for MAIN 01 for
FEDERAL HIGHWAY ADINISTRATION
WESTERN FEDERAL LANDS
HIGHWAY DIVISION PROJECT
WA ERFO NPS OLYM 2022-1 (1)
OLYMPIC NPS ERFO REPAIRS 2022
Horizontal Alignment Review Report
Report Created: Tuesday, January 21, 2025 Time: 1:39:17 PM
Project: Design IntlFt
Description:
File Name: c:\pw-work\d0588128\wa-ep-olym2022-1--1__ali.dgn
Last Revised: 1/21/2025 13:33:38
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: Main01
Alignment Description:
Alignment Style: Alignment\Baseline
Station Northing Easting
Element: Linear
START ( START ) 100+00.000 209355.937 918576.584
PC ( PC ) 100+59.577 209369.224 918634.661
Tangential Direction: N77.113°E
Tangential Length: 59.577
Element: Circular
PC ( PC ) 100+59.577 209369.224 918634.661
HPI ( HPI ) 101+17.643 209382.174 918691.264
CC ( CC ) 207396.728 919085.937
PRC ( PRC ) 101+75.677 209391.857 918748.517
Radius: 2023.461
Delta: 3.287° Right
Degree of Curvature (Arc): 2.832°
Length: 116.100
Tangent: 58.066
Chord: 116.084
Middle Ordinate: 0.833
1/21/2025
External: 0.833
Back Tangent Direction: N77.113°E
Back Radial Direction: S12.887°E
Chord Direction: N78.757°E
Ahead Radial Direction: S9.599°E
Ahead Tangent Direction: N80.401°E
Element: Circular
PRC ( PRC ) 101+75.677 209391.857 918748.517
HPI ( HPI ) 102+44.119 209403.270 918816.000
CC ( CC ) 210268.096 918600.325
PT ( PT ) 103+12.291 209424.881 918880.940
Radius: 888.682
Delta: 8.808° Left
Degree of Curvature (Arc): 6.447°
Length: 136.613
Tangent: 68.441
Chord: 136.479
Middle Ordinate: 2.624
External: 2.632
Back Tangent Direction: N80.401°E
Back Radial Direction: S9.599°E
Chord Direction: N75.997°E
Ahead Radial Direction: S18.407°E
Ahead Tangent Direction: N71.593°E
Element: Linear
PT ( PT ) 103+12.291 209424.881 918880.940
END ( END ) 103+60.000 209439.946 918926.208
Tangential Direction: N71.593°E
Tangential Length: 47.709
1/21/2025
Vertical Alignment Review Report
Report Created: Tuesday, January 21, 2025 Time: 1:43:11 PM
Project: Design IntlFt
Description:
File Name: c:\pw-work\d0588128\wa-ep-olym2022-1--1__ali.dgn
Last Revised: 1/21/2025 13:33:38
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: Main01
Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: BL
Vertical Description:
Vertical Style: Alignment\Baseline
Station Elevation
Element: Linear
START 101+47.000 279.413
VPI 101+64.114 279.512
Tangent Grade: 0.006
Tangent Length: 17.114
Element: Linear
VPI 101+64.114 279.512
VPI 101+66.756 279.526
Tangent Grade: 0.005
Tangent Length: 2.642
Element: Linear
VPI 101+66.756 279.526
Horizontal Alignment: Main01
Horizontal Description:
Horizontal Style: Alignment\Baseline
VPI 101+75.677 279.534
Tangent Grade: 0.001
Tangent Length: 8.921
Element: Linear
VPI 101+75.677 279.534
VPI 101+79.629 279.538
Tangent Grade: 0.001
Tangent Length: 3.951
Element: Linear
VPI 101+79.629 279.538
VPI 101+93.533 279.519
Tangent Grade: -0.001
Tangent Length: 13.904
Element: Linear
VPI 101+93.533 279.519
VPI 101+95.194 279.520
Tangent Grade: 0.000
Tangent Length: 1.660
Element: Linear
VPI 101+95.194 279.520
VPI 101+95.433 279.520
Tangent Grade: 0.000
Tangent Length: 0.239
Element: Linear
VPI 101+95.433 279.520
VPI 101+98.206 279.505
Tangent Grade: -0.005
Horizontal Style: Alignment\Baseline
Tangent Length: 2.773
Element: Linear
VPI 101+98.206 279.505
VPI 102+14.710 279.445
Tangent Grade: -0.004
Tangent Length: 16.504
Element: Linear
VPI 102+14.710 279.445
VPI 102+28.807 279.393
Tangent Grade: -0.004
Tangent Length: 14.098
Element: Linear
VPI 102+28.807 279.393
VPI 102+34.226 279.344
Tangent Grade: -0.009
Tangent Length: 5.418
Element: Linear
VPI 102+34.226 279.344
VPI 102+53.742 279.168
Tangent Grade: -0.009
Tangent Length: 19.516
Element: Linear
VPI 102+53.742 279.168
VPI 102+60.336 279.108
Tangent Grade: -0.009
Tangent Length: 6.594
Horizontal Style: Alignment\Baseline
Element: Linear
VPI 102+60.336 279.108
VPI 102+60.869 279.103
Tangent Grade: -0.008
Tangent Length: 0.534
Element: Linear
VPI 102+60.869 279.103
VPI 102+73.258 279.068
Tangent Grade: -0.003
Tangent Length: 12.389
Element: Linear
VPI 102+73.258 279.068
VPI 102+87.276 279.029
Tangent Grade: -0.003
Tangent Length: 14.017
Element: Linear
VPI 102+87.276 279.029
VPI 102+87.821 279.023
Tangent Grade: -0.011
Tangent Length: 0.545
Element: Linear
VPI 102+87.821 279.023
VPI 102+92.774 279.043
Tangent Grade: 0.004
Tangent Length: 4.954
Element: Linear
Horizontal Style: Alignment\Baseline
VPI 102+92.774 279.043
VPI 103+12.291 279.110
Tangent Grade: 0.003
Tangent Length: 19.516
Element: Linear
VPI 103+12.291 279.110
VPI 103+25.006 279.150
Tangent Grade: 0.003
Tangent Length: 12.715
Element: Linear
VPI 103+25.006 279.150
VPI 103+26.650 279.162
Tangent Grade: 0.007
Tangent Length: 1.644
Element: Linear
VPI 103+26.650 279.162
END 103+40.000 279.136
Tangent Grade: -0.002
Tangent Length: 13.350
File details come from the government source that posted it. Updated .