noca01007_ML_VT_ALI.pdf

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WA NPS NOCA 10(7) Stehekin Valley Road Emergency Reroute
Solicitation number
69056721B000021
Issued by

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This document contains a vertical alignment review report for a federal highway project and the related federal contract solicitation. The vertical alignment review report provides station elevations, element types, entrance and exit grades, lengths, and other design details for the roadway vertical profile. The related federal contract solicitation is for emergency rerouting work on Stehekin Valley Road in Washington State under solicitation number 69056721B000021. The solicitation is being issued by the Federal Highway Administration to provide emergency rerouting of the roadway following a landslide. Response is required by the date listed on the attached solicitation documents.

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Vertical Alignment Review Report Report Created: Thursday, October 28, 2021

Time: 8:46:09 AM

Project: Default Description:

File Name: c:\pw-work\d0449710\wa-noca01007_ALI.dgn Last Revised: 10/28/2021 08:36:09

Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: STE CL Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: STE VPROF Vertical Description:

Vertical Style: Alignment\Baseline Station Elevation

Element: Linear

START 1000.000 1245.972

VPC 1020.000 1245.865

Tangent Grade: -0.005

Tangent Length: 20.000

Element: Symmetrical Parabola

VPC 1020.000 1245.865

VPI 1040.000 1245.757

VPT 1060.000 1246.068

VLP 1030.271 1245.837

Length: 40.000 Entrance Grade: -0.005

Exit Grade: 0.016 r = (g2 - g1) / L: 5.233 K = l / (g2 - g1): 19.108

Middle Ordinate: 0.105

Element: Linear

VPT 1060.000 1246.068

VPC 1137.500 1247.274

Tangent Grade: 0.016 Tangent Length: 77.500

Element: Symmetrical Parabola

VPC 1137.500 1247.274

VPI 1155.000 1247.547

VPT 1172.500 1247.459

Page 1 of 4Vertical Alignment Review Report

10/28/2021file:///C:/Users/hunter.goguen/AppData/Local/Temp/RPTzsmrwoes.html

VHP 1163.988 1247.480

Length: 35.000

Entrance Grade: 0.016 Exit Grade: -0.005 r = (g2 - g1) / L: -5.874 K = l / (g2 - g1): 17.025

Middle Ordinate: -0.090

Element: Linear

VPT 1172.500 1247.459

VPC 1297.500 1246.834

Tangent Grade: -0.005 Tangent Length: 125.000

Element: Symmetrical Parabola

VPC 1297.500 1246.834

VPI 1350.000 1246.572

VPT 1402.500 1250.507

VLP 1304.066 1246.818

Length: 105.000 Entrance Grade: -0.005

Exit Grade: 0.075 r = (g2 - g1) / L: 7.615 K = l / (g2 - g1): 13.132

Middle Ordinate: 1.049

Element: Linear

VPT 1402.500 1250.507

VPC 1530.000 1260.064

Tangent Grade: 0.075 Tangent Length: 127.500

Element: Symmetrical Parabola

VPC 1530.000 1260.064

VPI 1580.000 1263.812

VPT 1630.000 1265.062

Length: 100.000

Entrance Grade: 0.075 Exit Grade: 0.025 r = (g2 - g1) / L: -4.996 K = l / (g2 - g1): 20.016

Middle Ordinate: -0.624

Element: Linear

VPT 1630.000 1265.062

VPC 1877.500 1271.250

Tangent Grade: 0.025 Tangent Length: 247.500

Page 2 of 4Vertical Alignment Review Report

Element: Symmetrical Parabola

VPC 1877.500 1271.250

VPI 1900.000 1271.812

VPT 1922.500 1273.050

Length: 45.000

Entrance Grade: 0.025 Exit Grade: 0.055 r = (g2 - g1) / L: 6.667 K = l / (g2 - g1): 15.000

Middle Ordinate: 0.169

Element: Linear

VPT 1922.500 1273.050

VPC 2038.830 1279.448

Tangent Grade: 0.055 Tangent Length: 116.330

Element: Symmetrical Parabola

VPC 2038.830 1279.448

VPI 2098.830 1282.748

VPT 2158.830 1277.948

VHP 2087.719 1280.792

Length: 120.000 Entrance Grade: 0.055

Exit Grade: -0.080 r = (g2 - g1) / L: -11.250 K = l / (g2 - g1): 8.889

Middle Ordinate: -2.025

Element: Linear

VPT 2158.830 1277.948

VPC 2299.447 1266.699

Tangent Grade: -0.080 Tangent Length: 140.617

Element: Symmetrical Parabola

VPC 2299.447 1266.699

VPI 2321.947 1264.899

VPT 2344.447 1264.730

Length: 45.000

Entrance Grade: -0.080 Exit Grade: -0.007 r = (g2 - g1) / L: 16.111 K = l / (g2 - g1): 6.207

Middle Ordinate: 0.408

Element: Linear

VPT 2344.447 1264.730

VPC 2465.000 1263.826

Page 3 of 4Vertical Alignment Review Report

-0.007 Tangent Length: 120.553

Element: Symmetrical Parabola

VPC 2465.000 1263.826

VPI 2475.000 1263.751

VPT 2485.000 1263.834

VLP 2474.478 1263.790

Length: 20.000 Entrance Grade: -0.007

Exit Grade: 0.008 r = (g2 - g1) / L: 7.913 K = l / (g2 - g1): 12.638

Middle Ordinate: 0.040

Element: Linear

VPT 2485.000 1263.834

END 2500.000 1263.959

Tangent Grade: 0.008 Tangent Length: 15.000

Page 4 of 4Vertical Alignment Review Report

File details come from the government source that posted it. Updated .