OR NPS CRLA 13(1)_Main_COR_1_VA.pdf

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OR NPS CRLA 13(1), Rehabilitate East Rim Drive
Solicitation number
69056722r000013
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This document contains a vertical alignment review report and related federal contract opportunity solicitation for the OR NPS CRLA 13(1) project to rehabilitate East Rim Drive. The vertical alignment review report provides station elevations, element types including tangents, symmetrical parabolas and linear segments, entrance and exit grades, length, and other geometric details for the project alignment. The related federal contract opportunity solicitation is offered as full and open competition to rehabilitate East Rim Drive. The solicitation is issued by the Department of Transportation Federal Highway Administration for the OR NPS CRLA 13(1) project. Interested offerors should review the attached solicitation documents for additional requirement details.

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Other files

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Amendment A001.pdf PDF
QA 1-30-23.pdf PDF
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OR NPS CRLA 13(1) APPR 03_XYZ Base and Subgrade.pdf PDF
OR NPS CRLA 13(1) XS_MAIN_COR_2.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_Super_Report.pdf PDF
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OR NPS CRLA 13(1) APPR 02_Staking Report.pdf PDF
OR NPS CRLA 13(1)_Plans_Final.pdf PDF
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OR NPS CRLA 13(1)_Main_COR_2_HA.pdf PDF
OR NPS CRLA 13(1) XYZ_Main_COR_2_ETW_EOP_Guardwalls.pdf PDF
RFP_East Rim Drive.pdf PDF
OR NPS CRLA 13(1)_APPR_02_HA.pdf PDF
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OR NPS CRLA 13(1)_Clearing Limits_L_495 00 to 755 00_INCL_APPR_03.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_ETW_EOP_Guardwalls.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XYZ Main_Cor_3_Base and Subgrade.pdf PDF
OR NPS CRLA 13(1)_APPR01_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) APPR 04_Staking Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_Cor_1_Base and Subgrade.pdf PDF
Additional Physical Data 3_East Rim.zip ZIP file
OR NPS CRLA 13(1) XYZ_Main_COR_1_ETW_EOP_Guardwalls.pdf PDF
OR NPS CRLA 13(1) XYZ_Main_COR_3_ETW_EOP_Guardswalls.pdf PDF
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OR NPS CRLA 13(1) XS_MAIN_COR_3.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_Ditch_PavedDitch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_APPR02_Earthwrok_Report.pdf PDF
Additional Physical Data_5_East Rim Drive.zip ZIP file
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OR NPS CRLA 13(1) XYZ_Main_Cor_1_Paved_DItch_Allpoints.pdf PDF
OR NPS CRLA 13(1)_APPR_01_VA.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_04_Base and Subgrade.xlsx XLSX spreadsheet
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Vertical Alignment Review Report Report Created: Tuesday, April 20, 2021

Time: 8:20:47 AM

Project: Default Description:

File Name: C:\Users\jennifer.longmore\Desktop\Exported from PW\crla01301_ALI_Main_Cor1.dgn

Last Revised: 4/20/2021 08:16:52

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

Horizontal Alignment: HA Cor1 Horizontal Description:

Horizontal Style: Alignment\Baseline

Vertical Alignment: BL Vertical Description:

Vertical Style: Alignment\Baseline Station Elevation

Element: Linear

START 1200.000 6832.640

VPC 1820.996 6870.316

Tangent Grade: 0.061

Tangent Length: 620.996

Element: Symmetrical Parabola

VPC 1820.996 6870.316

VPI 2494.332 6911.167

VPT 3167.668 6871.102

VHP 2500.876 6890.940

Length: 1346.672 Entrance Grade: 0.061

Exit Grade: -0.060 r = (g2 - g1) / L: -0.892 K = l / (g2 - g1): 112.061

Middle Ordinate: -20.229

Element: Linear

VPT 3167.668 6871.102

VPC 3409.146 6856.734

Tangent Grade: -0.060 Tangent Length: 241.478

Element: Symmetrical Parabola

VPC 3409.146 6856.734

Page 1 of 6Vertical Alignment Review Report

4/20/2021file:///C:/Users/jennifer.longmore/AppData/Local/Temp/RPTdb3mzd0k.html

VPI 3679.146 6840.668

VPT 3949.146 6857.054

VLP 3676.483 6848.780

Length: 540.000 Entrance Grade: -0.060

Exit Grade: 0.061 r = (g2 - g1) / L: 2.226 K = l / (g2 - g1): 44.929

Middle Ordinate: 8.113

Element: Linear

VPT 3949.146 6857.054

VPC 4768.615 6906.786

Tangent Grade: 0.061 Tangent Length: 819.469

Element: Symmetrical Parabola

VPC 4768.615 6906.786

VPI 5433.615 6947.143

VPT 6098.615 6906.967

VHP 5435.113 6927.010

Length: 1330.000 Entrance Grade: 0.061

Exit Grade: -0.060 r = (g2 - g1) / L: -0.911 K = l / (g2 - g1): 109.824

Middle Ordinate: -20.133

Element: Linear

VPT 6098.615 6906.967

VPC 7798.036 6804.297

Tangent Grade: -0.060 Tangent Length: 1699.421

Element: Symmetrical Parabola

VPC 7798.036 6804.297

VPI 8070.536 6787.834

VPT 8343.036 6787.105

Length: 545.000

Entrance Grade: -0.060 Exit Grade: -0.003 r = (g2 - g1) / L: 1.059 K = l / (g2 - g1): 94.387

Middle Ordinate: 3.934

Element: Linear

VPT 8343.036 6787.105

VPC 8452.000 6786.814

Tangent Grade: -0.003

Page 2 of 6Vertical Alignment Review Report

108.964

Element: Symmetrical Parabola

VPC 8452.000 6786.814

VPI 8797.000 6785.891

VPT 9142.000 6765.275

Length: 690.000

Entrance Grade: -0.003 Exit Grade: -0.060 r = (g2 - g1) / L: -0.827 K = l / (g2 - g1): 120.873

Middle Ordinate: -4.924

Element: Linear

VPT 9142.000 6765.275

VPC 10312.659 6695.318

Tangent Grade: -0.060 Tangent Length: 1170.659

Element: Symmetrical Parabola

VPC 10312.659 6695.318

VPI 10693.789 6672.542

VPT 11074.919 6693.695

VLP 10707.873 6683.509

Length: 762.260 Entrance Grade: -0.060

Exit Grade: 0.055 r = (g2 - g1) / L: 1.512 K = l / (g2 - g1): 66.135

Middle Ordinate: 10.982

Element: Linear

VPT 11074.919 6693.695

VPC 11681.747 6727.373

Tangent Grade: 0.055 Tangent Length: 606.828

Element: Symmetrical Parabola

VPC 11681.747 6727.373

VPI 12094.247 6750.266

VPT 12506.747 6762.071

Length: 825.000

Entrance Grade: 0.055 Exit Grade: 0.029 r = (g2 - g1) / L: -0.326 K = l / (g2 - g1): 306.900

Middle Ordinate: -2.772

Element: Linear

VPT

Page 3 of 6Vertical Alignment Review Report

12506.747 6762.071

VPC 13245.049 6783.199

Tangent Grade: 0.029 Tangent Length: 738.302

Element: Symmetrical Parabola

VPC 13245.049 6783.199

VPI 13680.049 6795.648

VPT 14115.049 6775.471

VHP 13577.006 6787.949

Length: 870.000 Entrance Grade: 0.029

Exit Grade: -0.046 r = (g2 - g1) / L: -0.862 K = l / (g2 - g1): 115.998

Middle Ordinate: -8.156

Element: Linear

VPT 14115.049 6775.471

VPC 15294.923 6720.744

Tangent Grade: -0.046 Tangent Length: 1179.873

Element: Symmetrical Parabola

VPC 15294.923 6720.744

VPI 15692.423 6702.306

VPT 16089.923 6729.678

VLP 15614.900 6713.323

Length: 795.000 Entrance Grade: -0.046

Exit Grade: 0.069 r = (g2 - g1) / L: 1.450 K = l / (g2 - g1): 68.985

Middle Ordinate: 11.452

Element: Linear

VPT 16089.923 6729.678

VPC 18303.804 6882.124

Tangent Grade: 0.069 Tangent Length: 2213.881

Element: Symmetrical Parabola

VPC 18303.804 6882.124

VPI 18641.304 6905.364

VPT 18978.804 6911.164

Length: 675.000

Entrance Grade: 0.069 Exit Grade: 0.017 r = (g2 - g1) / L: -0.766

Page 4 of 6Vertical Alignment Review Report

130.620 Middle Ordinate: -4.360

Element: Linear

VPT 18978.804 6911.164

VPC 19064.489 6912.636

Tangent Grade: 0.017 Tangent Length: 85.686

Element: Symmetrical Parabola

VPC 19064.489 6912.636

VPI 19364.489 6917.791

VPT 19664.489 6937.478

Length: 600.000

Entrance Grade: 0.017 Exit Grade: 0.066 r = (g2 - g1) / L: 0.807 K = l / (g2 - g1): 123.859

Middle Ordinate: 3.633

Element: Linear

VPT 19664.489 6937.478

VPC 22233.166 7106.048

Tangent Grade: 0.066 Tangent Length: 2568.677

Element: Symmetrical Parabola

VPC 22233.166 7106.048

VPI 22533.166 7125.735

VPT 22833.166 7140.616

Length: 600.000

Entrance Grade: 0.066 Exit Grade: 0.050 r = (g2 - g1) / L: -0.267 K = l / (g2 - g1): 374.515

Middle Ordinate: -1.202

Element: Linear

VPT 22833.166 7140.616

VPC 23450.089 7171.219

Tangent Grade: 0.050 Tangent Length: 616.923

Element: Symmetrical Parabola

VPC 23450.089 7171.219

VPI 23639.872 7180.633

VPT 23829.654 7192.027

Length: 379.565

Entrance Grade: 0.050 E it G d

Page 5 of 6Vertical Alignment Review Report

0.060 r = (g2 - g1) / L: 0.275 K = l / (g2 - g1): 363.707

Middle Ordinate: 0.495

Element: Linear

VPT 23829.654 7192.027

END 25100.000 7268.299

Tangent Grade: 0.060 Tangent Length: 1270.346

Page 6 of 6Vertical Alignment Review Report

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