ID FLAP Canyon MULTI(1)_proposed-MAIN 01-02.pdf
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- 69056724B000009
About this file
This document is a Horizontal Alignment Review Report and a Vertical Alignment Review Report for the MAIN 01 and MAIN 02 alignments of the ID FLAP Canyon MULTI(1) project, a Federal Highway Administration Western Federal Lands Highway Division project for the Indiana & Orchard Shared Roadway.
The Horizontal Alignment Review Report provides detailed information on the geometric design of the MAIN 01 and MAIN 02 alignments, including station, northing, easting, element type, tangential direction and length. The Vertical Alignment Review Report covers the vertical profile of the MAIN 01 alignment, including station, elevation, tangent grade, and vertical curve parameters.
The related federal contract opportunity is an Invitation for Bidders (IFB) for the ID FLAP Canyon MULTI(1), Indiana and Orchard Shared Roadway project, with two bid schedules where only one will be awarded. The IFB, plans, physical data, and construction contract administration documents are provided as attachments.
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Horizontal Alignment Review Report for MAIN 01 and MAIN 02 for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID FLAP Canyon MULTI(1)
Indiana & Orchard Shared Roadway
Horizontal Alignment Review Report Report Created: Thursday, March 28, 2024
Time: 11:29:37 AM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0458583\ID FLAP Canyon MULTI(1)_ALI.dgn Last Revised: 3/28/2024 11:22:13
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: MAIN 01 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( START ) 10000.000 704666.008 2366937.692
PC ( PC ) 10187.803 704696.649 2367122.979
Tangential Direction: N80.610°E
Tangential Length: 187.803
Element: Circular
PC ( PC ) 10187.803 704696.649 2367122.979
HPI ( HPI ) 10304.545 704715.697 2367238.156
CC ( CC ) 703660.719 2367294.295
PT ( PT ) 10420.332 704708.980 2367354.705
Radius: 1050.000 Delta: 12.689° Right
Degree of Curvature (Arc): 5.457° Length: 232.529
Tangent: 116.742 Chord: 232.054
Middle Ordinate: 6.430 External: 6.470
Back Tangent Direction: N80.610°E Back Radial Direction: S9.390°E
Chord Direction: N86.954°E Ahead Radial Direction: S3.298°W
Ahead Tangent Direction: S86.702°E
Element: Linear
PT ( PT ) 10420.332 704708.980 2367354.705
PC ( PC ) 10640.371 704696.320 2367574.379
Tangential Direction: S86.702°E Tangential Length: 220.039
Element: Circular
PC ( PC ) 10640.371 704696.320 2367574.379
HPI ( HPI ) 10727.972 704691.280 2367661.835
CC ( CC ) 699704.603 2367286.711
PT ( PT ) 10815.556 704683.180 2367749.062
Radius: 5000.000 Delta: 2.007° Right
Degree of Curvature (Arc): 1.146° Length: 175.185
Tangent: 87.601 Chord: 175.176
Middle Ordinate: 0.767 External: 0.767
Back Tangent Direction: S86.702°E Back Radial Direction: S3.298°W
Chord Direction: S85.698°E Ahead Radial Direction: S5.306°W
Ahead Tangent Direction: S84.694°E
Element: Linear
PT ( PT ) 10815.556 704683.180 2367749.062
PC ( PC ) 10909.589 704674.485 2367842.692
Tangential Direction: S84.694°E Tangential Length: 94.033
Element: Circular
PC ( PC ) 10909.589 704674.485 2367842.692
HPI ( HPI ) 11018.005 704664.459 2367950.644
CC ( CC ) 704087.012 2367788.134
PT ( PT ) 11124.030 704616.711 2368047.980
Radius: 590.000 Delta: 20.825° Right
Degree of Curvature (Arc): 9.711° Length: 214.441
Tangent: 108.417 Chord: 213.263
Middle Ordinate: 9.716 External: 9.878
Back Tangent Direction: S84.694°E Back Radial Direction: S5.306°W
Chord Direction: S74.282°E Ahead Radial Direction: S26.130°W
Ahead Tangent Direction: S63.870°E
Element: Linear
PT ( PT ) 11124.030 704616.711 2368047.980
PC ( PC ) 11280.323 704547.877 2368188.299
Tangential Direction: S63.870°E
Tangential Length: 156.293
Element: Circular
PC ( PC ) 11280.323 704547.877 2368188.299
HPI ( HPI ) 11408.927 704491.238 2368303.758
CC ( CC ) 710832.433 2371271.212
PT ( PT ) 11537.501 704438.878 2368421.220
Radius: 7000.000 Delta: 2.105° Left
Degree of Curvature (Arc): 0.819° Length: 257.178
Tangent: 128.604 Chord: 257.164
Middle Ordinate: 1.181 External: 1.181
Back Tangent Direction: S63.870°E Back Radial Direction: S26.130°W
Chord Direction: S64.922°E Ahead Radial Direction: S24.025°W
Ahead Tangent Direction: S65.975°E
Element: Linear
PT ( PT ) 11537.501 704438.878 2368421.220
PC ( PC ) 11787.135 704337.241 2368649.227
Tangential Direction: S65.975°E Tangential Length: 249.634
Element: Circular
PC ( PC ) 11787.135 704337.241 2368649.227
HPI ( HPI ) 11902.812 704290.145 2368754.882
CC ( CC ) 705707.289 2369259.940
PT ( PT ) 12018.032 704259.804 2368866.509
Radius: 1500.000 Delta: 8.820° Left
Degree of Curvature (Arc): 3.820° Length: 230.896
Tangent: 115.677 Chord: 230.669
Middle Ordinate: 4.441 External: 4.454
Back Tangent Direction: S65.975°E Back Radial Direction: S24.025°W
Chord Direction: S70.384°E Ahead Radial Direction: S15.206°W
Ahead Tangent Direction: S74.794°E
PT ( PT ) 12018.032 704259.804 2368866.509
HPI ( HPI ) 12671.081 704088.518 2369496.695
Tangential Direction: S74.794°E
Tangential Length: 653.049
Element: Linear
HPI ( HPI ) 12671.081 704088.518 2369496.695
HPI ( HPI ) 15764.557 703257.107 2372476.351
Tangential Direction: S74.409°E Tangential Length: 3093.476
Element: Linear
HPI ( HPI ) 15764.557 703257.107 2372476.351
HPI ( HPI ) 16514.192 703053.748 2373197.876
Tangential Direction: S74.260°E Tangential Length: 749.635
Element: Linear
HPI ( HPI ) 16514.192 703053.748 2373197.876
PC ( PC ) 17773.922 702712.860 2374410.606
Tangential Direction: S74.300°E Tangential Length: 1259.730
Element: Circular
PC ( PC ) 17773.922 702712.860 2374410.606
HPI ( HPI ) 17954.810 702663.911 2374584.745
CC ( CC ) 706563.623 2375493.022
PT ( PT ) 18135.452 702630.880 2374762.592
Radius: 4000.000 Delta: 5.179° Left
Degree of Curvature (Arc): 1.432° Length: 361.530
Tangent: 180.888 Chord: 361.407
Middle Ordinate: 4.084 External: 4.088
Back Tangent Direction: S74.300°E Back Radial Direction: S15.700°W
Chord Direction: S76.889°E Ahead Radial Direction: S10.522°W
Ahead Tangent Direction: S79.478°E
Element: Linear
PT ( PT ) 18135.452 702630.880 2374762.592
PC ( PC ) 20358.746 702224.889 2376948.504
Tangential Direction: S79.478°E
Tangential Length: 2223.295
Element: Circular
PC ( PC ) 20358.746 702224.889 2376948.504
HPI ( HPI ) 20591.233 702182.436 2377177.082
CC ( CC ) 704486.217 2377368.501
PT ( PT ) 20822.146 702186.583 2377409.532
Radius: 2300.000 Delta: 11.544° Left
Degree of Curvature (Arc): 2.491° Length: 463.400
Tangent: 232.487 Chord: 462.616
Middle Ordinate: 11.661 External: 11.720
Back Tangent Direction: S79.478°E Back Radial Direction: S10.522°W
Chord Direction: S85.250°E Ahead Radial Direction: S1.022°E
Ahead Tangent Direction: N88.978°E
Element: Linear
PT ( PT ) 20822.146 702186.583 2377409.532
HPI ( HPI ) 22510.219 702216.697 2379097.336
Tangential Direction: N88.978°E
Tangential Length: 1688.073
Element: Linear
HPI ( HPI ) 22510.219 702216.697 2379097.336
END ( END ) 23557.682 702220.862 2380144.790
Tangential Direction: N89.772°E
Tangential Length: 1047.463
Alignment Name: MAIN 02 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( START ) 1000.000 694156.561 2380051.084
HPI ( HPI ) 1148.098 694304.624 2380054.278
Tangential Direction: N1.236°E
Tangential Length: 148.098
Element: Linear
HPI ( HPI ) 1148.098 694304.624 2380054.278
HPI ( HPI ) 2187.292 695343.716 2380068.859
Tangential Direction: N0.804°E
Tangential Length: 1039.194
HPI ( HPI ) 2187.292 695343.716 2380068.859
HPI ( HPI ) 2934.943 696091.269 2380080.964
Tangential Direction: N0.928°E Tangential Length: 747.651
Element: Linear
HPI ( HPI ) 2934.943 696091.269 2380080.964
HPI ( HPI ) 4203.412 697359.699 2380090.882
Tangential Direction: N0.448°E Tangential Length: 1268.469
Element: Linear
HPI ( HPI ) 4203.412 697359.699 2380090.882
END ( END ) 9064.873 702220.862 2380144.790
Tangential Direction: N0.635°E
Tangential Length: 4861.461
Vertical Alignment Review Report for MAIN 01 for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID FLAP Canyon MULTI(1)
Indiana & Orchard Shared Roadway
Vertical Alignment Review Report Report Created: Thursday, March 28, 2024
Time: 11:31:36 AM
Project: 2D Design SurvFt Description:
File Name: c:\pw-work\d0458583\ID FLAP Canyon MULTI(1)_ALI.dgn Last Revised: 3/28/2024 11:22:13
Note: All units in this report are in feet unless specified otherwise.
Horizontal Alignment: MAIN 01 Horizontal Description:
Horizontal Style: Alignment\Baseline
Vertical Alignment: MAIN 01 Vertical Description:
Vertical Style: Alignment\Baseline Station Elevation
Element: Linear
START 10079.993 2552.920
VPC 10080.000 2552.920
Tangent Grade: -0.035 Tangent Length: 0.007
Element: Symmetrical Parabola
VPC 10080.000 2552.920
VPI 10140.000 2550.820
VPT 10200.000 2549.832
Length: 120.000
Entrance Grade: -0.035 Exit Grade: -0.016 r = 100 * (g2 - g1) / L: 1.544 K = l / (g2 - g1): 64.762
Middle Ordinate: 0.278
Element: Linear
VPT 10200.000 2549.832
VPC 10225.000 2549.420
Tangent Grade: -0.016 Tangent Length: 25.000
Element: Symmetrical Parabola
VPC 10225.000 2549.420
VPI 10275.000 2548.596
VPT 10325.000 2546.696
Horizontal Alignment: MAIN 01 Horizontal Description:
Horizontal Style: Alignment\Baseline Length: 100.000
Entrance Grade: -0.016 Exit Grade: -0.038 r = 100 * (g2 - g1) / L: -2.153 K = l / (g2 - g1): 46.448
Middle Ordinate: -0.269
Element: Linear
VPT 10325.000 2546.696
VPC 10385.000 2544.416
Tangent Grade: -0.038 Tangent Length: 60.000
Element: Symmetrical Parabola
VPC 10385.000 2544.416
VPI 10460.000 2541.566
VPT 10535.000 2540.379
Length: 150.000
Entrance Grade: -0.038 Exit Grade: -0.016 r = 100 * (g2 - g1) / L: 1.478 K = l / (g2 - g1): 67.658
Middle Ordinate: 0.416
Element: Linear
VPT 10535.000 2540.379
END 10600.000 2539.350
Tangent Grade: -0.016 Tangent Length: 65.000
File details come from the government source that posted it. Updated .