grte2017(1)_GES-Bike-Path_VA.pdf

PDF 245 KB Posted

Attached to
WY NPS 2017(1) MOOSE WILSON ROAD PHASE 1
Solicitation number
69056721R000010
Issued by

View the file

Other files

File Type Posted
QA_03-09-2022.pdf PDF
QA_03-07-2022.pdf PDF
Amendment A002.pdf PDF
QA_03-04-2022.pdf PDF
QA_03-02-2022.pdf PDF
Amendment A001.pdf PDF
QA_03-01-2022.pdf PDF
grte201701_ML_HA.pdf PDF
grte201701_Earthwork_ML125_00 to 156_75-Volumes.pdf PDF
grte201701_Earthwork_AP137_26.pdf PDF
grte201701_Plans.pdf PDF
grte201701_Earthwork_PFP-NB.pdf PDF
grte2017(1)_GES-Outbound-Line_VA.pdf PDF
grte201701_ML_VA.pdf PDF
grte201701_Earthwork_ML125_00 to 156_75-NB.pdf PDF
1460-013P Lake Creek Bridge - 2019 Safety Inspection_Redacted.pdf PDF
grte201701_GR 21-20-Geotech Report.pdf PDF
Additional physical data.zip ZIP file
grte201701_Earthwork_ML159_75 to 234_60-Volumes.pdf PDF
grte2017(1)_Earthwork_GES Inbound Line.pdf PDF
grte2017(1)_GES_XS.pdf PDF
GRTE-PMIS-312456_11-30-2021_Drawings_Final-CDs.pdf PDF
grte2017(1)_Earthwork_GES Outbound Line.pdf PDF
grte201701_Earthwork_AP231_03.pdf PDF
grte201701_Earthwork_ML159_75 to 234_60-NB.pdf PDF
21.11.17 - WY LCGP Compiled SWPPP - Final.pdf PDF
FLH Bridge oversized or overload vehicle permit request form Oct 2018.pdf PDF
grte201701_Earthwork_AP137_18.pdf PDF
grte2017(1)_GES_HA.pdf PDF
grte201701_Earthwork_PFP-Volumes.pdf PDF
grte2017(1)_Earthwork_GES Bike Path.pdf PDF
grte2017(1)_GES-Inbound-Line_VA.pdf PDF
RFP-69056721R000010.pdf PDF
GRTE 100(1) -Lake Creek Bridge.pdf PDF
grte2017(1)_GCTH_Quantities_Report.pdf PDF
grte201701_Earthwork_AP162_16.pdf PDF
Show all 36

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LAND HIGHWAY DIVISION

VANCOUVER, WASHINGTON

Granite Entrance Station Bike Path Vertical Alignment Report

MOOSE WILSON ROAD PHASE 1

WY NPS GRTE 2017(1)

GRAND TETON NATIONAL PARK

TETON COUNTY, WYOMING

NPS PMIS No. 225661, NPS Drwg. No. 136/167343

Vertical Alignment Review Report

Report Created: Tuesday, December 7, 2021 Time: 9:05:01 AM

Project: Default

Description:

File Name:

F:\6955 (Mod 3) Granite Entrance Station Pre-Design\DGN\wy-grte201701_Granite\grte201701_cor.dgn

Last Revised:

12/7/2021 08:41:23

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

Horizontal Alignment: BL42

Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: Bike Path Profile

Vertical Description:

Vertical Style: Alignment\Baseline

Station Elevation

Element: Linear

START 1000.000 6344.700

VPC 1015.000 6345.120

Tangent Grade: 0.028

Tangent Length: 15.000

Element: Symmetrical Parabola

VPC 1015.000 6345.120

VPI 1025.000 6345.400

PVRC 1035.000 6345.350

VHP 1031.970 6345.358

Length: 20.000

Entrance Grade: 0.028

Exit Grade: -0.005 r = 100 * (g2 - g1) / L: -16.500

K = l / (g2 - g1): 6.061

Middle Ordinate: -0.083

Element: Symmetrical Parabola

PVRC 1035.000 6345.350

VPI 1045.000 6345.300

VPT 1055.000 6345.433

VLP 1040.455 6345.336

Length: 20.000

Entrance Grade: -0.005

Exit Grade: 0.013

Page 1 of 7Vertical Alignment Review Report

12/7/2021file:///C:/Users/Emily.gillespie/AppData/Local/Temp/RPTg2dclxkb.html r = 100 * (g2 - g1) / L: 9.167

K = l / (g2 - g1): 10.909

Middle Ordinate: 0.046

Element: Linear

VPT 1055.000 6345.433

VPC 1080.000 6345.767

Tangent Grade: 0.013

Tangent Length: 25.000

Element: Symmetrical Parabola

VPC 1080.000 6345.767

VPI 1090.000 6345.900

VPT 1100.000 6345.856

VHP 1095.000 6345.867

Length: 20.000

Entrance Grade: 0.013

Exit Grade: -0.004 r = 100 * (g2 - g1) / L: -8.889

K = l / (g2 - g1): 11.250

Middle Ordinate: -0.044

Element: Linear

VPT 1100.000 6345.856

VPC 1125.000 6345.744

Tangent Grade: -0.004

Tangent Length: 25.000

Element: Symmetrical Parabola

VPC 1125.000 6345.744

VPI 1135.000 6345.700

VPT 1145.000 6345.900

VLP 1128.636 6345.736

Length: 20.000

Entrance Grade: -0.004

Exit Grade: 0.020 r = 100 * (g2 - g1) / L: 12.222

K = l / (g2 - g1): 8.182

Middle Ordinate: 0.061

Element: Linear

VPT 1145.000 6345.900

VPC 1205.000 6347.100

Tangent Grade: 0.020

Tangent Length: 60.000

Element: Symmetrical Parabola

VPC 1205.000 6347.100

VPI 1215.000 6347.300

VPT

Page 2 of 7Vertical Alignment Review Report

1225.000 6347.427

Length: 20.000

Entrance Grade: 0.020

Exit Grade: 0.013 r = 100 * (g2 - g1) / L: -3.667

K = l / (g2 - g1): 27.273

Middle Ordinate: -0.018

Element: Linear

VPT 1225.000 6347.427

VPC 1285.000 6348.187

Tangent Grade: 0.013

Tangent Length: 60.000

Element: Symmetrical Parabola

VPC 1285.000 6348.187

VPI 1295.000 6348.313

VPT 1305.000 6348.658

Length: 20.000

Entrance Grade: 0.013

Exit Grade: 0.034 r = 100 * (g2 - g1) / L: 10.909

K = l / (g2 - g1): 9.167

Middle Ordinate: 0.055

Element: Linear

VPT 1305.000 6348.658

VPC 1325.000 6349.348

Tangent Grade: 0.034

Tangent Length: 20.000

Element: Symmetrical Parabola

VPC 1325.000 6349.348

VPI 1335.000 6349.693

VPT 1345.000 6349.686

VHP 1344.620 6349.686

Length: 20.000

Entrance Grade: 0.034

Exit Grade: -0.001 r = 100 * (g2 - g1) / L: -17.576

K = l / (g2 - g1): 5.690

Middle Ordinate: -0.088

Element: Linear

VPT 1345.000 6349.686

VPI 1367.834 6349.671

Tangent Grade: -0.001

Tangent Length: 22.834

Page 3 of 7Vertical Alignment Review Report

Element: Linear

VPI 1367.834 6349.671

VPI 1380.834 6349.635

Tangent Grade: -0.003

Tangent Length: 13.000

Element: Linear

VPI 1380.834 6349.635

VPC 1382.500 6349.628

Tangent Grade: -0.004

Tangent Length: 1.666

Element: Symmetrical Parabola

VPC 1382.500 6349.628

VPI 1392.500 6349.584

VPT 1402.500 6349.202

Length: 20.000

Entrance Grade: -0.004

Exit Grade: -0.038 r = 100 * (g2 - g1) / L: -16.879

K = l / (g2 - g1): 5.925

Middle Ordinate: -0.084

Element: Linear

VPT 1402.500 6349.202

VPC 1415.000 6348.725

Tangent Grade: -0.038

Tangent Length: 12.500

Element: Symmetrical Parabola

VPC 1415.000 6348.725

VPI 1440.000 6347.771

VPT 1465.000 6347.667

Length: 50.000

Entrance Grade: -0.038

Exit Grade: -0.004 r = 100 * (g2 - g1) / L: 6.809

K = l / (g2 - g1): 14.686

Middle Ordinate: 0.213

Element: Linear

VPT 1465.000 6347.667

VPC 1505.000 6347.502

Tangent Grade: -0.004

Tangent Length: 40.000

Element: Symmetrical Parabola

VPC 1505.000 6347.502

VPI 1525.000 6347.420

VPT

Page 4 of 7Vertical Alignment Review Report

1545.000 6347.682

VLP 1514.591 6347.483

Length: 40.000

Entrance Grade: -0.004

Exit Grade: 0.013 r = 100 * (g2 - g1) / L: 4.301

K = l / (g2 - g1): 23.251

Middle Ordinate: 0.086

Element: Linear

VPT 1545.000 6347.682

VPC 1568.808 6347.993

Tangent Grade: 0.013

Tangent Length: 23.808

Element: Symmetrical Parabola

VPC 1568.808 6347.993

VPI 1583.402 6348.184

VPT 1597.995 6348.106

VHP 1589.572 6348.129

Length: 29.187

Entrance Grade: 0.013

Exit Grade: -0.005 r = 100 * (g2 - g1) / L: -6.299

K = l / (g2 - g1): 15.876

Middle Ordinate: -0.067

Element: Linear

VPT 1597.995 6348.106

VPI 1610.070 6348.042

Tangent Grade: -0.005

Tangent Length: 12.075

Element: Linear

VPI 1610.070 6348.042

VPI 1667.624 6348.696

Tangent Grade: 0.011

Tangent Length: 57.554

Element: Linear

VPI 1667.624 6348.696

VPI 1703.238 6348.366

Tangent Grade: -0.009

Tangent Length: 35.613

Element: Linear

VPI 1703.238 6348.366

VPI 1713.238 6347.773

Tangent Grade: -0.059

Tangent Length:

Page 5 of 7Vertical Alignment Review Report

10.000

VPI 1713.238 6347.773

VPI 1720.737 6347.703

Tangent Grade: -0.009

Tangent Length: 7.500

Element: Linear

VPI 1720.737 6347.703

VPI 1730.738 6348.112

Tangent Grade: 0.041

Tangent Length: 10.000

Element: Linear

VPI 1730.738 6348.112

VPI 1753.460 6347.901

Tangent Grade: -0.009

Tangent Length: 22.723

Element: Linear

VPI 1753.460 6347.901

VPC 1860.000 6346.531

Tangent Grade: -0.013

Tangent Length: 106.540

Element: Symmetrical Parabola

VPC 1860.000 6346.531

VPI 1875.000 6346.338

PVRC 1890.000 6346.779

VLP 1869.130 6346.473

Length: 30.000

Entrance Grade: -0.013

Exit Grade: 0.029 r = 100 * (g2 - g1) / L: 14.086

K = l / (g2 - g1): 7.099

Middle Ordinate: 0.158

Element: Symmetrical Parabola

PVRC 1890.000 6346.779

VPI 1895.000 6346.926

VPT 1900.000 6347.043

Length: 10.000

Entrance Grade: 0.029

Exit Grade: 0.023 r = 100 * (g2 - g1) / L: -5.963

K = l / (g2 - g1): 16.769

Middle Ordinate: -0.007

Page 6 of 7Vertical Alignment Review Report

VPT 1900.000 6347.043

END 1902.376 6347.101

Tangent Grade: 0.024

Tangent Length: 2.376

Page 7 of 7Vertical Alignment Review Report

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