wa-ef-gifpn-gifpn603-2017-1-2_proposed-alignment.pdf
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- Solicitation number
- 69056722B000026
About this file
This document contains a horizontal alignment review report and related federal contract opportunity for road repairs on Route 63 in the Gifford Pinchot National Forest in Washington state. The horizontal alignment review report provides stationing, northing, easting coordinates, element types including linear, circular, radii, degrees of curvature, and other geometric design details for the proposed road alignment from station 21+50 to 25+00. The related federal contract opportunity is solicitation number 69056722B000026 issued by the Department of Transportation Federal Highway Administration for Phase 2 of the Gifford Pinchot Repairs 2017 project and involves road repairs on Route 63 in the Gifford Pinchot National Forest in Lewis County, Washington.
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FEDERAL HIGHWAY ADMINISTRATION
PROJECT
WA ERFO FS GIFPN603 2017-1(2)
GIFFORD PINCHOT REPAIRS 2017,
PHASE 2
FDR 63 MP 12.0
Horizontal Alignment
21+50.00 – 25+00.00
GIFFORD PINCHOT NATIONAL FOREST
LEWIS COUNTY,
WASHINGTON
carrie.warren Sticky Note Completed set by carrie.warren
Horizontal Alignment Review Report Report Created: 4/16/2020
Time: 1:36pm
Project: ERFO Description: 20190508
File Name: C:\Projects\ERFO\ERFO.alg Last Revised: brenda.mcintosh 4/16/2020 1:27:16 PM Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.
Alignment Name: RD63 MP12 Alignment Description: 20190815
Alignment Style: AL_HW_CLinePSENew Station Northing Easting
Element: Linear
POB ( ) 20+00.00 466402.388 1300276.957
PI ( ) 20+95.99 466349.816 1300357.269
Tangential Direction: S 56°47'28.54" E
Tangential Length: 95.99
Element: Linear
PI ( ) 20+95.99 466349.816 1300357.269
PI ( ) 21+61.80 466313.364 1300412.059
Tangential Direction: S 56°21'49.09" E Tangential Length: 65.81
Element: Linear
PI ( ) 21+61.80 466313.364 1300412.059
PI ( ) 21+91.29 466296.545 1300436.291
Tangential Direction: S 55°14'12.92" E Tangential Length: 29.50
Element: Linear
PI ( ) 21+91.29 466296.545 1300436.291
PC ( ) 22+03.49 466288.953 1300445.834
Tangential Direction: S 51°29'46.89" E
Tangential Length: 12.19
Element: Circular
PC ( ) 22+03.49 466288.953 1300445.834
PI ( ) 22+10.12 466284.824 1300451.024
CC ( ) 466328.082 1300476.962
PT ( ) 22+16.68 466282.191 1300457.112
Radius: 50.00 Delta: 15°06'47.77" Left
Degree of Curvature (Arc): 114°35'29.61"
Page 1 of 5Horizontal Alignment Review Report
4/16/2020file:///C:/Users/brenda.mcintosh/AppData/Local/Temp/InRoadsReport.htm
Length: 13.19 Tangent: 6.63
Chord: 13.15 Middle Ordinate: 0.43
External: 0.44 Tangent Direction: S 51°29'46.89" E
Radial Direction: S 38°30'13.11" W Chord Direction: S 59°03'10.78" E Radial Direction: S 23°23'25.34" W
Tangent Direction: S 66°36'34.66" E
Element: Linear
PT ( ) 22+16.68 466282.191 1300457.112
PI ( ) 22+35.38 466274.765 1300474.279
Tangential Direction: S 66°36'34.66" E Tangential Length: 18.70
Element: Linear
PI ( ) 22+35.38 466274.765 1300474.279
PI ( ) 22+50.52 466267.909 1300487.776
Tangential Direction: S 63°04'11.84" E Tangential Length: 15.14
Element: Linear
PI ( ) 22+50.52 466267.909 1300487.776
PI ( ) 22+78.21 466255.563 1300512.557
Tangential Direction: S 63°31'01.02" E Tangential Length: 27.69
Element: Linear
PI ( ) 22+78.21 466255.563 1300512.557
PI ( ) 23+02.07 466250.536 1300535.882
Tangential Direction: S 77°50'18.19" E Tangential Length: 23.86
Element: Linear
PI ( ) 23+02.07 466250.536 1300535.882
PI ( ) 23+33.52 466235.630 1300563.583
Tangential Direction: S 61°42'51.21" E Tangential Length: 31.46
Element: Linear
PI ( ) 23+33.52 466235.630 1300563.583
PI ( ) 23+65.23 466215.739 1300588.274
Tangential Direction: S 51°08'47.66" E Tangential Length: 31.71
Element: Linear
PI ( ) 23+65.23 466215.739 1300588.274
PI
Page 2 of 5Horizontal Alignment Review Report
( ) 23+80.06 466207.047 1300600.290 Tangential Direction: S 54°07'04.94" E
Tangential Length: 14.83
Element: Linear
PI ( ) 23+80.06 466207.047 1300600.290
PC ( ) 23+95.38 466200.399 1300614.098
Tangential Direction: S 64°17'34.94" E
Tangential Length: 15.32
Element: Circular
PC ( ) 23+95.38 466200.399 1300614.098
PI ( ) 23+99.74 466198.508 1300618.027
CC ( ) 466245.451 1300635.786
PT ( ) 24+04.08 466197.325 1300622.225
Radius: 50.00 Delta: 9°58'09.34" Left
Degree of Curvature (Arc): 114°35'29.61" Length: 8.70
Tangent: 4.36 Chord: 8.69
Middle Ordinate: 0.19 External: 0.19
Tangent Direction: S 64°17'34.94" E Radial Direction: S 25°42'25.06" W Chord Direction: S 69°16'39.61" E Radial Direction: S 15°44'15.72" W
Tangent Direction: S 74°15'44.28" E
Element: Linear
PT ( ) 24+04.08 466197.325 1300622.225
PC ( ) 24+17.86 466193.588 1300635.485
Tangential Direction: S 74°15'44.28" E Tangential Length: 13.78
Element: Circular
PC ( ) 24+17.86 466193.588 1300635.485
PI ( ) 24+25.40 466191.543 1300642.742
CC ( ) 466145.463 1300621.923
PT ( ) 24+32.83 466187.448 1300649.074
Radius: 50.00 Delta: 17°09'08.35" Right
Degree of Curvature (Arc): 114°35'29.61" Length: 14.97
Tangent: 7.54 Chord: 14.91
Middle Ordinate: 0.56 External: 0.57
Tangent Direction: S 74°15'44.28" E
Page 3 of 5Horizontal Alignment Review Report
Radial Direction: S 15°44'15.72" W Chord Direction: S 65°41'10.10" E Radial Direction: S 32°53'24.08" W
Tangent Direction: S 57°06'35.92" E
Element: Linear
PT ( ) 24+32.83 466187.448 1300649.074
PI ( ) 24+56.81 466174.427 1300669.210
Tangential Direction: S 57°06'35.92" E Tangential Length: 23.98
Element: Linear
PI ( ) 24+56.81 466174.427 1300669.210
PI ( ) 24+81.27 466162.750 1300690.703
Tangential Direction: S 61°29'09.48" E Tangential Length: 24.46
Element: Linear
PI ( ) 24+81.27 466162.750 1300690.703
PI ( ) 25+01.87 466153.407 1300709.070
Tangential Direction: S 63°02'15.98" E Tangential Length: 20.61
Element: Linear
PI ( ) 25+01.87 466153.407 1300709.070
PI ( ) 25+40.63 466138.296 1300744.763
Tangential Direction: S 67°03'15.38" E Tangential Length: 38.76
Element: Linear
PI ( ) 25+40.63 466138.296 1300744.763
PI ( ) 25+82.05 466126.582 1300784.489
Tangential Direction: S 73°34'14.36" E Tangential Length: 41.42
Element: Linear
PI ( ) 25+82.05 466126.582 1300784.489
PI ( ) 26+24.92 466127.481 1300827.344
Tangential Direction: N 88°47'55.07" E Tangential Length: 42.86
Element: Linear
PI ( ) 26+24.92 466127.481 1300827.344
PI ( ) 26+66.91 466137.054 1300868.237
Tangential Direction: N 76°49'27.82" E Tangential Length: 42.00
Element: Linear
PI ( ) 26+66.91 466137.054 1300868.237
PI
Page 4 of 5Horizontal Alignment Review Report
( ) 27+12.89 466155.145 1300910.502 Tangential Direction: N 66°49'38.15" E
Tangential Length: 45.97
Element: Linear
PI ( ) 27+12.89 466155.145 1300910.502
PI ( ) 27+63.60 466170.692 1300958.776
Tangential Direction: N 72°08'54.46" E Tangential Length: 50.72
Element: Linear
PI ( ) 27+63.60 466170.692 1300958.776
POE ( ) 28+05.45 466177.337 1301000.089
Tangential Direction: N 80°51'44.18" E
Tangential Length: 41.84
Page 5 of 5Horizontal Alignment Review Report
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