af05801_SEGMENT1_proposed-profile.pdf
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- Solicitation number
- 69056725B000001
About this file
This document appears to be a detailed engineering profile drawing for a proposed road reconstruction project. The key details are:
The project is AK PFH 58(1), Neck Lake Road Reconstruction, located 45 miles northwest of Coffman Cove, Alaska. The work consists of 5.9 miles of road reconstruction across 3 bid schedules (1.6 miles, 2.0 miles, and 2.4 miles). The work includes roadway excavation, grading, rock blasting, drainage, embankment, aggregate surfacing, guardrail, erosion control, and other related civil construction activities. The project is anticipated to be solicited in Winter 2024/2025 with a tentative completion date of Fall 2026. The estimated price range is between $10,000,000 and $20,000,000. The contract type is Sealed Bid, Firm-Fixed-Price.
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Copyright: (c) 2009 Bentley Systems, Incorporated. All rights reserved.
Project: NeckLake2017 Subject:
Job No. 582 Operator: OC Date: Wednesday December 18, 2019 9:57 am
SYSTEM FIX 3 ASEC 2 AZIM PRI 0 RED NE STA 2 FILE: 'PRO1'
* 1 PRINT PROFILE SEGMENT1_P
Beginning profile SEGMENT1_P description:
STATION ELEV GRADE TOTAL L BACK L AHEAD L
VPC 59+50.00 117.417 4.867 K = 44.7 SSD = 317.9
VPI 11 60+75.00 123.500 250.000 125.000 125.000
High Point 61+67.50 122.709
VPT 62+00.00 122.591 0.727
VPC 62+25.00 122.409 0.727 K = 167.1
Low Point 63+46.50 121.967
VPI 12 63+50.00 121.500 250.000 125.000 125.000
VPT 64+75.00 122.462 0.769
VPC 70+20.00 126.654 0.769 K = 63.7 SSD = 371.4
High Point 70+69.00 126.842
VPI 13 71+95.00 128.000 350.000 175.000 175.000
VPT 73+70.00 119.732 4.725
VPC 75+15.00 112.881 4.725 K = 86.0
VPI 14 77+40.00 102.250 450.000 225.000 225.000
Low Point 79+21.31 103.282
VPT 79+65.00 103.393 0.508
VPC 85+75.00 106.492 0.508 K = 132.6 SSD = 815.5
High Point 86+42.38 106.663
VPI 15 86+75.00 107.000 200.000 100.000 100.000
VPT 87+75.00 106.000 1.000
VPC 89+50.00 104.250 1.000 K = 200.0
VPI 16 91+00.00 102.750 300.000 150.000 150.000
Low Point 91+50.00 103.250
VPT 92+50.00 103.500 0.500
VPC 97+50.00 106.000 0.500 K = 193.7 SSD = 1144.7
High Point 98+46.83 106.242
VPI 17 98+50.00 106.500 200.000 100.000 100.000
VPT 99+50.00 105.967 0.533
VPC 103+60.00 103.783 0.533 K = 165.2
Low Point 104+48.01 103.548
VPI 18 104+60.00 103.250 200.000 100.000 100.000
VPT 105+60.00 103.928 0.678
VPC 109+50.00 106.572 0.678 K = 161.2 SSD = 969.5
VPI 19 110+50.00 107.250 200.000 100.000 100.000
High Point 110+59.27 106.942
VPT 111+50.00 106.687 0.563
VPC 116+55.00 103.844 0.563 K = 223.4
Low Point 117+80.74 103.490
VPI 20 118+05.00 103.000 300.000 150.000 150.000
VPT 119+55.00 104.170 0.780
VPC 123+60.00 107.330 0.780 K = 156.5 SSD = 713.0
High Point 124+82.12 107.806
VPI 21 125+10.00 108.500 300.000 150.000 150.000
VPT 126+60.00 106.795 1.136
VPC 128+85.00 104.239 1.136 K = 126.0
for Tie in information for schedule B & C see file: af05801_TIE3_proposed Profile.pdf
For tie in information for Schedule A see file: af05801_TIE1_proposed-profile.pdf
Low Point 130+28.22 103.425
VPI 22 130+60.00 102.250 350.000 175.000 175.000
VPT 132+35.00 105.121 1.641
VPC 135+50.00 110.289 1.641 K = 71.4 SSD = 406.7
High Point 136+67.10 111.250
VPI 23 137+00.00 112.750 300.000 150.000 150.000
VPT 138+50.00 108.906 2.563
VPC 138+50.00 108.906 2.563 K = 151.0
VPI 24 141+00.00 102.500 500.000 250.000 250.000
Low Point 142+37.07 103.947
VPT 143+50.00 104.369 0.748
VPC 144+85.00 105.379 0.748 K = 238.2 SSD = 1006.7
VPI 25 146+35.00 106.500 300.000 150.000 150.000
High Point 146+63.09 106.044
VPT 147+85.00 105.732 0.512
VPC 150+95.00 104.146 0.512 K = 72.0
Low Point 151+31.84 104.051
VPI 26 152+70.00 103.250 350.000 175.000 175.000
VPT 154+45.00 110.864 4.351
VPC 156+40.00 119.347 4.351 K = 91.1 SSD = 443.5
High Point 160+36.49 127.972
VPI 27 160+40.00 136.750 800.000 400.000 400.000
VPT 164+40.00 119.039 4.428
VPC 166+70.00 108.855 4.428 K = 46.5
VPI 28 168+70.00 100.000 400.000 200.000 200.000
Low Point 168+75.80 104.299
VPT 170+70.00 108.356 4.178
VPC 170+85.00 108.983 4.178 K = 49.2 SSD = 327.1
VPI 29 172+35.00 115.250 300.000 150.000 150.000
High Point 172+90.74 113.281
VPT 173+85.00 112.379 1.914
for Tie In information for Schedule C see file: af05801_TIE4_proposed-profile.pdf for Tie in information for Schedule A & B see file: af05801_TIE2_proposed-profile.pdf
Ending profile SEGMENT1_P description
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