dena01048_Horizontal_Alignment_Bugstuffer Channel.pdf
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- Solicitation number
- 69056718B000028
About this file
This federal contract opportunity solicits bids to repair two bridges and replace a culvert on the Denali Park Road in Alaska, as well as conduct rockfall mitigation work. The project includes minor bridge repairs with new bridge rail paint, replacing a concrete box culvert at milepost 52, and installing dowels and bolts for rockfall scaling from milepost 52.9. The work will take place along 0.3 miles of the Denali Park Road within the Denali Borough. The estimated price range for the contract is $2-3 million. Bids for the work must be submitted through the federal procurement system by the tentative fixed completion date of Fall 2020. The National Park Service within the Department of Transportation will award the contract.
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Horizontal Alignment Review Report
Report Created: Friday, February 26, 2021 Time: 2:47:15 PM
Project: Default
Description:
File Name:
C:\TW_ORD\AK NPS DENA 10(48) Bug Stuffer\ORD Export\dena01048_ALI2.dgn
Last Revised:
2/26/2021 14:43:24
Note: All units in this report are in feet unless specified otherwise.
Alignment Name: BL12 Alignment Description:
Alignment Style: Alignment\Baseline Station Northing Easting
Element: Linear
START ( ) 20035.910 3477169.086 1641147.353
HPI ( ) 20046.392 3477164.088 1641138.139
Tangential Direction: S61.523°W
Tangential Length: 10.482
Element: Linear
HPI ( BL1 ) 20046.392 3477164.088 1641138.139
HPI ( ) 20058.939 3477155.748 1641128.765
Tangential Direction: S48.340°W Tangential Length: 12.547
Element: Linear
HPI ( ) 20058.939 3477155.748 1641128.765
HPI ( ) 20064.562 3477153.274 1641123.716
Tangential Direction: S63.895°W Tangential Length: 5.623
Element: Linear
HPI ( ) 20064.562 3477153.274 1641123.716
HPI ( ) 20087.380 3477136.831 1641107.894
Tangential Direction: S43.897°W Tangential Length: 22.819
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Element: Linear
HPI ( ) 20087.380 3477136.831 1641107.894
HPI ( ) 20114.901 3477127.934 1641081.851
Tangential Direction: S71.138°W Tangential Length: 27.521
Element: Linear
HPI ( ) 20114.901 3477127.934 1641081.851
HPI ( ) 20307.126 3477015.578 1640925.882
Tangential Direction: S54.232°W Tangential Length: 192.225
Element: Linear
HPI ( ) 20307.126 3477015.578 1640925.882
HPI ( ) 20341.137 3477003.489 1640894.092
Tangential Direction: S69.178°W Tangential Length: 34.011
Element: Linear
HPI ( ) 20341.137 3477003.489 1640894.092
HPI ( ) 20354.177 3477001.938 1640881.144
Tangential Direction: S83.170°W Tangential Length: 13.040
Element: Linear
HPI ( ) 20354.177 3477001.938 1640881.144
HPI ( ) 20374.060 3476997.533 1640861.754
Tangential Direction: S77.202°W Tangential Length: 19.884
Element: Linear
HPI ( ) 20374.060 3476997.533 1640861.754
HPI ( ) 20393.977 3476990.448 1640843.141
Tangential Direction: S69.161°W Tangential Length: 19.916
Element: Linear
HPI ( ) 20393.977 3476990.448 1640843.141
END ( ) 20416.885 3476971.730 1640829.935
Tangential Direction: S35.202°W
Tangential Length: 22.908
Page 2 of 2Horizontal Alignment Review Report
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File details come from the government source that posted it. Updated .