OR NPS CRLA 13(1)_APPR_02_HA.pdf

PDF 96 KB Posted

Attached to
OR NPS CRLA 13(1), Rehabilitate East Rim Drive
Solicitation number
69056722r000013
Issued by

About this file

This horizontal alignment review report details the design plans for rehabilitating East Rim Drive within Crater Lake National Park in Oregon. The project includes realigning over two miles of the roadway with multiple circular curves and tangents ranging from 11 to 678 feet in length. Radius sizes vary between 400 and 900 feet. The related federal contract opportunity is a full and open competition solicitation issued by the Department of Transportation Federal Highway Administration to rehabilitate East Rim Drive. Offerors should submit proposals in response to solicitation number 69056722r000013 by the specified due date.

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Other files

File Type Posted
Amendment A001.pdf PDF
QA 1-30-23.pdf PDF
Geotech Report 0920_Rehabilitate East Rim Drive_Final Geotechnical Recommendations.pdf PDF
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
OR NPS CRLA 13(1)_Main_COR_2_VA.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_4_Ditch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_Main_COR_1_HA.pdf PDF
FLH Bridge oversized or overload vehicle permit request form April 2019.pdf PDF
OR NPS CRLA 13(1)_Main_COR_4_VA.pdf PDF
OR NPS CRLA 13(1)_APPR04_NamedBoundary_Earthwork_Report.pdf PDF
OR NPS CRLA 13(1) APPR 02_Staking Report.pdf PDF
OR NPS CRLA 13(1)_Plans_Final.pdf PDF
OR NPS CRLA 13(1) XYZ_APPR_04_ETW_EOP.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_1_Ditch_PavedDitch.xlsx XLSX spreadsheet
OR NPS CRLA 13(1)_APPR03_Earthwrok_Report.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_01_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XS_APPR 01.pdf PDF
OR NPS CRLA 13(1) XYZ APPR_03_Base and Subgrade.xlsx XLSX spreadsheet
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)_Main_COR_1_Staking_Report.pdf PDF
OR NPS CRLA 13(1)_Main_COR_1_VA.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_2_Base and Subgrade.xlsx XLSX spreadsheet
OR NPS CRLA 13(1) XS_APPR 04.pdf PDF
OR NPS CRLA 13(1) APPR 01_Staking Report.pdf PDF
OR NPS CRLA 13(1) XYZ Main_COR_3_Ditch.xlsx XLSX spreadsheet
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
OR NPS CRLA 13(1)_APPR_04_HA.pdf PDF
OR NPS CRLA 13(1)_Main_COR_1_Super_Report.pdf PDF
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
Additional Physical Data 2_East Rim.zip ZIP file
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
OR NPS CRLA 13(1)_Clearing Limits_L_251 00 to 495 00_INCL_APP01_02.pdf PDF
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Text version

Horizontal Alignment Review Report Report Created: Tuesday, April 20, 2021

Time: 8:55:08 AM

Project: Default Description:

File Name: C:\Users\jennifer.longmore\Desktop\Exported from PW\crla01301_APP.dgn Last Revised: 4/20/2021 08:52:26

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

Alignment Name: APPR02 Alignment Description:

Alignment Style: Alignment\Baseline Station Northing Easting

Element: Linear

START ( ) 1000.000 464680.658 4510163.996

PC ( ) 1006.686 464675.402 4510168.128

Tangential Direction: S38.174°E

Tangential Length: 6.686

Element: Circular

PC ( ) 1006.686 464675.402 4510168.128

HPI ( ) 1028.595 464658.179 4510181.669

CC ( ) 464428.182 4509853.673

PT ( ) 1050.461 464639.579 4510193.248

Radius: 400.000 Delta: 6.270° Right

Degree of Curvature (Arc): 14.324° Length: 43.775

Tangent: 21.909 Chord: 43.753

Middle Ordinate: 0.599 External: 0.600

Back Tangent Direction: S38.174°E Back Radial Direction: S51.826°W

Chord Direction: S35.039°E Ahead Radial Direction: S58.096°W

Ahead Tangent Direction: S31.904°E

Element: Linear

PT ( ) 1050.461 464639.579 4510193.248

PC ( ) 1062.282 464629.470 4510199.377

Tangential Direction: S31.228°E Tangential Length: 11.822

Element: Circular

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PC ( ) 1062.282 464629.470 4510199.377

HPI ( ) 1453.445 464292.831 4510398.581

CC ( ) 464351.923 4509730.344

PCC ( ) 1740.837 463996.373 4510143.392

Radius: 545.000

Delta: 71.336° Right Degree of Curvature (Arc): 10.513°

Length: 678.554 Tangent: 391.163

Chord: 635.568 Middle Ordinate: 102.238

External: 125.845 Back Tangent Direction: S30.615°E

Back Radial Direction: S59.385°W Chord Direction: S5.054°W

Ahead Radial Direction: N49.278°W Ahead Tangent Direction: S40.722°W

Element: Circular

PCC ( ) 1740.837 463996.373 4510143.392

HPI ( ) 1918.076 463862.045 4510027.764

CC ( ) 464583.520 4509461.293

PT ( ) 2090.837 463781.590 4509869.838

Radius: 900.000 Delta: 22.282° Right

Degree of Curvature (Arc): 6.366° Length: 350.000

Tangent: 177.239 Chord: 347.799

Middle Ordinate: 16.960 External: 17.286

Back Tangent Direction: S40.722°W Back Radial Direction: N49.278°W

Chord Direction: S51.863°W Ahead Radial Direction: N26.997°W

Ahead Tangent Direction: S63.003°W

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