FR133_WorkDescription.pdf

PDF 345 KB Posted Jun 7, 2021

Attached to: Forest Road 133 Reconstruction Allegheny National Forest
Solicitation number: 12445521B0002
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides a work description and road log for the reconstruction of Forest Road 133 in the Allegheny National Forest. The project involves reconditioning over 10 miles of the roadway template, reconstructing drainage features including ditch lines, culverts, and lead outs, and placing and compacting road base and surface aggregates. Specific work items include removing and installing new and existing drainage culverts; reconditioning turnouts; constructing and reconstructing ditch lines; and applying various tonnages of compacted limestone, gravel, and asphalt surfacing materials. Contact information is provided for multiple oil and gas operators in the area. The related federal contract opportunity is being solicited by the US Department of Agriculture Forest Service for completing the road maintenance and reconstruction work along Forest Road 133 as detailed in the work description and road log.

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Other files

File	Type	Posted
12445521B0002_PreBidMeeting_Notes 06152021.docx	DOCX document	Jun 18, 2021
UPDATED_Bid Schedule06162021.docx	DOCX document	Jun 16, 2021
FR133_ScopeOfWork.pdf	PDF	Jun 7, 2021
133Map.pdf	PDF	Jun 7, 2021
12445521B0002 FR 133 ReConstruction_IFB_.docx	DOCX document	Jun 7, 2021
12445521B0002 SF 1442.pdf	PDF	Jun 7, 2021
Wage Decision pa2.txt	TXT text file	Jun 7, 2021
FR133_FP14_FSSS.docx	DOCX document	Jun 7, 2021

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2021 ALLEGHENY NATIONAL FOREST - MARIENVILLE RANGER DISTRICT – FR 133 RECONSTRUCTION

FR 133 LUDLOW JOJO

LEVEL OF SERVICE I (OLD LEVEL C) – OPEN

OGM CONTACT INFORMATION: THE DEEP WELL - SENECA RESOURCES (Ben Williams - 814-389-7318 -williamsbz@srcx.com - 5800 Corporate Drive, Suite 300, Pittsburgh, PA 15237) • BATISTA OIL AND GAS (Mark Batista - 814-837-7019 - 403 Oak Street Ext, Kane, PA 16735-9023) • DIVERSIFIED OIL AND GAS (Jason Grubbs (Production Field Sup.) - O: 724-349-8130; C: 724-717-4000 - jgrubbs@dgasoil.com - 395

Airport Road, Indiana, PA. 15701) • RODGER DAVIDSON (814-730-3077) • JOHN MCCOOL (814-726- 9576 - PO Box 202, Youngsville, PA 16371) • DL RESOURCES (James Haugh - 814-945-2001 -

DLR_clh@westpa.net - P.O. Box 39, Ludlow, PA 16333-0039) • BACKWOODS OIL (Stewart France - 814- 730-7807 - stuartfrantz23@gmail.com - 132 E. Wilson Ave., Wernersville, PA 19565) • SV ABS

INTERESTS (Rick Steer - 814-558-3715 - ricksvoilgas@gmail.com) • NATIONAL FUEL GAS (Paul Schultz (Roystone Foreman) - O: 814-968-3245 x 225; C: 814-596-2125 - schultzp@natfuel.com 1100 State

Street, P.O. Box 2081, Erie, PA 16512) • CAMERON ENERGY (Tyler Martin - 814-688-8015; 814-968-3330

- tylerqmartin@gmail.com - 507 Cherry Grove Road, Clarendon, PA 16313)

MILEPOST STATION ROAD LOG/WORK DESCRIPTION

0.000 0.000 0+00 END OF SCENIC ROAD, MIDDLE OF TRACKS

Coordinates: Latitude 41.728030 Longitude -78.947866

0.000 - 10.268 0+00 - 543+15 RECONDITION ROADWAY, SEE “TYPICAL

RECONDITION SECTION”; ROADWAY

RECONDITION INCLUDES BUT IS NOT

LIMITED TO: SCARIFY EXISTING

ROADBED; REMOVE DEBRIS AND

RESHAPE CULVERT INLET AND OUTLETS

AND ALL DITCH LINES TO ACHIEVE

POSITIVE DRAINAGE; RECONDITION OF

ALL EXISTING TURNOUTS; THE

PLACEMENT OF ANY ADDITIONAL

MATERIAL; AND COMPACTION OF

SURFACING. REMOVE ALL SOD FROM

ROADWAY, DISPOSE UNSUITABLE

MATERIAL WITHOUT AFFECTING ROAD

DRAINAGE. SCATTER WASTE MATERIAL,

SEED, AND MULCH.

mailto:williamsbz@srcx.com mailto:jgrubbs@dgasoil.com mailto:DLR_clh@westpa.net mailto:stuartfrantz23@gmail.com mailto:ricksvoilgas@gmail.com mailto:schultzp@natfuel.com mailto:tylerqmartin@gmail.com

0.000 10.287 0+00 543+15 APPLY 115 TONS COMPACTED DSA

LIMESTONE AND 92 TONS COMPACTED

PA2A SURFACING (COORDINATE

LOCATIONS WITH FOREST SERVICE

CONTRACTING OFFICERS

REPRESENTATIVE)

0.008

0+40

FR133 SIGN RIGHT

0.008 - 0.057 0+40 - 3+00 APPLY 69 TONS COMPACTED DSA

LIMESTONE AS SURFACING

0.008 - 0.063 0+40 - 3+30 CONSTRUCT DITCHLINE LEFT

0.012

0+65

WEIGHT LIMIT 10 TONS MARCH1ST -

MAY15TH SIGN RIGHT

0.019

1+00

COMMERCIAL USE PROHIBITED WITHOUT

PERMIT SIGN RIGHT

0.038

2+00

15" X 30' CONCRETE PIPE

0.047

2+50

DRIVEWAY LEFT

0.063

3+30

0.066

3+50

15" X 30' CONCRETE PIPE, CLEAN INLET

0.106

5+60

18" X 30' CMP, CLEAN OUTLET

0.119

6+30

ROAD RIGHT

0.124

6+55

15" X 30' CONCRETE PIPE

0.125

6+60

0.182

9+60

18" X 28' CMP

0.182 - 0.292 9+60 - 15+40 CONSTRUCT DITCHLINE RIGHT

0.222

11+70

15" X 40' CONCRETE PIPE

0.227 - 0.246 12+00 - 13+00 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (23 TONS)

0.237 - 0.259 12+50 - 13+70 TURNOUT LEFT

0.242

12+80

18" X 40' CMP

0.280

14+80

0.292 - 0.301 15+40 - 15+90 TURNOUT LEFT

0.292

15+40

18" X 30' CMP

0.305

16+10

0.341

18+00

18" X 30' CMPA

0.360

0.377 19+00

19+90 TURNOUT RIGHT

0.398

21+00

22” X 30’ CMPA, REMOVE AND INSTALL 18"

X 32' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

0.416

21+95

24" X 40' CMP

0.436

23+00

18" X 40' CMP

0.449

23+70

0.449 23+70 CONSTRUCT LEADOFF DITCH LEFT

0.464 - 0.483 24+50 - 25+50 TURNOUT RIGHT

0.489

25+80

42" X 66' CMP

0.511 - 0.530 27+00 - 28+00 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (23 TONS)

0.568

30+00

18" X 30' CMP LFS

0.614

32+40

18" X 28' CMP LFS

0.655

34+60

18" X 28' CMP, REMOVE AND INSTALL 18" X

28' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

0.655 - 0.795 34+60 - 42+00 CONSTRUCT DITCHLINE LEFT

0.655 - 0.739 34+60 - 39+00 CONSTRUCT DITCHLINE RIGHT

0.756

39+90

0.837

44+20

0.837 - 1.045 44+20 - 55+20 CONSTRUCT DITCHLINE LEFT

0.847 - 0.866 44+70 - 45+70 PARKING AREA RIGHT

0.875 - 0.885 46+20 - 46+75 NFG PIPLINE

0.915

48+30

0.966

51+00

FR 258 RIGHT

0.994

52+50

1.045

55+20

22" X 28' CMPA, REMOVE AND INSTALL 18"

X 30' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

1.080 - 1.104 57+00 - 58+30 APPLY 23 TONS COMPACTED DSA

LIMESTONE AS SPOT SURFACING

1.081 - 1.102 57+10 - 58+20 TURNOUT LEFT

1.104

58+30

FR 133B RIGHT

1.186

62+60

1.281

67+65

1.281 - 1.402 67+65 - 74+00 CONSTRUCT DITCHLINE LEFT

1.307

69+00

18" X 28' CMP, CLEAN INLET/OUTLET

1.316

69+50

FR 594 RIGHT

1.348

71+20

18" X 30' CMP, CLEAN INLET/OUTLET

1.386 - 1.403 73+20 - 74+10 TURNOUT RIGHT

1.502 - 1.534 79+30 - 81+00 CONSTRUCT DITCHLINE RIGHT

1.509

79+70

RECONDITION LEADOFF DITCH RIGHT

1.519

80+20

FR 650 LEFT

1.532

80+90

18" X 24' CMP

1.532 - 1.697 80+90 - 89+60 CONSTRUCT DITCHLINE RIGHT

1.564

82+60

RECONSTRUCT LEADOFF DITCH RIGHT

1.587

83+80

1.604 - 1.623 84+70 - 85+70 RECONSTRUCT TURNOUT LEFT, APPLY

(23) TONS COMPACTED DSA LIMESTONE

SURFACING

1.633

86+20

18" X 24' CMP, CLEAN INLET/OUTLET

1.633 - 1.680 86+20 - 88+70 CONSTRUCT DITCHLINE RIGHT

1.633 - 1.697 86+20 - 89+60 CONSTRUCT DITCHLINE LEFT

1.680

88+70

RECONDITION LEADOFF DITCH RIGHT

1.699

89+70

1.744

92+10

1.792

94+60

1.841

97+20

22" X 26' CMPA, REMOVE AND INSTALL 18"

X 28' CMP, BACKFILL WITH (23) TONS

COMPACTED DSA LIMESTONE

1.852 - 1.862 97+80 - 98+30 PARKING AREA LEFT

1.877

99+10

18" X 26' CMP

1.891 - 1.901 99+85 - 100+35 PARKING AREA RIGHT

1.900 - 1.922 100+30 - 101+50 CONSTRUCT DITCHLINE RIGHT

1.903 - 1.941 100+50 - 102+50 APPLY 23 TONS COMPACTED DSA

LIMESTONE AS SPOT SURFACING

1.922

101+50

36" X 40' CMP

1.922 - 1.941 101+50 - 102+50 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

1.922 - 1.965 101+50 - 103+75 CONSTRUCT DITCHLINE LEFT

1.965

103+75

18" X 32' CMP, CLEAN INLET

1.990

105+05

48" X 40' CMPA

2.003

105+75

ROAD LEFT

2.016

106+45

2.047 - 2.064 108+10 - 109+00 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

2.072

109+40

2.106

111+20

48" X 42' CMP

2.125

112+20

36" X 33' CMPA

2.146

113+30

30' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

2.159 - 2.216 114+00 - 117+00 CONSTRUCT DITCHLINE LEFT

2.170 - 2.250 114+60 - 118+80 APPLY 92 TONS COMPACTED DSA

2.229

117+70

18" X 32' CMP

2.231 - 2.250 117+80 - 118+80 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

2.280

120+40

18" X 34' CMP, REMOVE AND INSTALL 18" X

34' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

2.318 - 2.337 122+40 - 123+40 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

2.356

124+40

2.401

126+75

NFG PIPELINE

2.438

128+70

ROAD RIGHT NFG PIPELINE ACCESS

2.447

129+20

2.496

131+80

18" X 34' CMP

2.496 - 2.534 131+80 - 133+80 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (46 TONS)

2.508 132+40 FR 149 RIGHT (MISSING SIGN)

2.508 - 2.749 132+40 - 145+15 CONSTRUCT DITCHLINE LEFT

2.567

135+55

COMPACTED DSA LIMESTONE

2.590 - 2.612 136+75 - 137+90 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

2.631

138+90

2.655

140+20

2.689

142+00

2.746

145+00

2.749

145+15

2.820

148+90

16" X 34' CAS

2.826 149+20 FR 468 LEFT (MISSING SIGN)

2.837

149+80

2.888 - 2.909 152+50 - 153+60 APPLY 23 TONS COMPACTED DSA

2.894

152+80

48" X 40' CMP

2.894 - 3.134 152+80 - 165+45 CONSTRUCT DITCHLINE LEFT

2.894 - 2.913 152+80 - 153+80 CONSTRUCT DITCHLINE RIGHT

2.913

153+80

CAMPING AREA RIGHT

2.939 - 2.958 155+20 - 156+20 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

SURFACING

2.958 - 2.977 156+20 - 157+20 APPLY 4" COMPACTED DSA LIMESTONE

2.968

156+70

3.009

158+90

3.027 - 3.064 159+80 - 161+80 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (46 TONS)

3.034

160+20

3.085 - 3.105 162+90 - 163+95 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

3.085

162+90

3.134

165+45

3.162

166+95

3.180

167+90

3.208

169+40

3.220 - 3.258 170+00 - 172+00 APPLY 23 TONS COMPACTED DSA

LIMESTONE AS SPOT SURFACING

3.223 - 3.239 170+20 - 171+00 TURNOUT LEFT

3.252

171+70

3.292

173+80

3.292 - 3.309 173+80 - 174+70 APPLY 23 TONS OF DSA SPOT SURFACING

3.309 - 3.328 174+70 - 175+70 APPLY 23 TONS COMPACTED DSA

3.331

175+90

3.331 - 3.350 175+90 - 176+90 APPLY 4" COMPACTED DSA LIMESTONE

3.331

3.352 175+90

177+00 CONSTRUCT DITCHLINE LEFT

3.352

177+00

3.371 - 3.397 178+00 - 179+35 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

3.417

180+40

60" X 40' CMP

3.417 - 3.436 180+40 - 181+40 APPLY 4" COMPACTED DSA LIMESTONE

3.441

181+70

24" X 32' CMP

3.458 - 3.472 182+60 - 183+30 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

3.477

183+60

3.508

185+20

3.525

186+10

3.525 - 3.544 186+10 - 187+10 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (23 TONS)

3.534 - 3.553 186+60 - 187+60 TURNOUT LEFT

3.580

189+00

3.621 - 3.650 191+20 - 192+70 APPLY 23 TONS COMPACTED DSA

3.640

192+20

3.663 - 3.682 193+40 - 194+40 APPLY 4" COMPACTED DSA LIMESTONE

3.670

193+80

3.710

195+90

3.742

197+60

3.742 - 3.807 197+60 - 201+00 APPLY 69 TONS COMPACTED DSA

3.742

3.859 197+60

203+75 CONSTRUCT DITCHLINE LEFT

3.788

200+00

3.790 - 3.826 200+10 - 202+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

3.843 - 3.862 202+90 - 203+90 APPLY 4" COMPACTED DSA LIMESTONE

3.859

203+75

72" X 40' CMP

3.877

204+70

CAMPING AREA ROAD RIGHT

3.880

204+85

SCENIC AREA SIGN RIGHT

3.882

204+95

FR 529 LEFT

3.883 - 3.902 205+00 - 206+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

3.920 - 3.930 207+00 - 207+50 BRIDGE – WEIGHT LIMIT 6 TONS

3.930 - 10.287 207+50 - 543+15 APPLY 138 TONS COMPACTED #3 BASE

(COORDINATE LOCATION WITH FOREST

SERVICE ENGINEERING

REPRESENTATIVE)

3.930 - 3.987 207+50 - 210+50 APPLY 46 TONS COMPACTED DSA

3.949

3.964 208+50

209+30 PARKING AREA RIGHT

3.966

209+40

3.987

210+50

CAMPING AREA LEFT

3.987

210+50

18" X 28' CMP ACROSS CAMP DRIVEWAY,

CLEAN INLET/OUTLET

4.013 - 4.036 211+90 - 213+10 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

4.047 - 4.066 213+70 - 214+70 APPLY 4" COMPACTED DSA LIMESTONE

4.070

214+90

18" X 30' CMP, REMOVE AND INSTALL 24" X

4.070

4.157 214+90

219+50 CONSTRUCT DITCHLINE LEFT

4.097

216+30

4.108

216+90

4.134

218+30

4.157

219+50

18" X 30' CMP, CLEAN OUTLET DITCH

4.170

220+20

FR 470 LEFT

4.193 - 4.208 221+40 - 222+20 APPLY 4" COMPACTED DSA LIMESTONE

4.209

222+25

4.246

224+20

4.246

4.419 224+20

233+30 CONSTRUCT DITCHLINE LEFT

4.266

225+25

4.287

226+35

18" X 28' CMP, CLEAN OUTLET DITCH

4.294 - 4.313 226+70 - 227+70 TURNOUT RIGHT

4.331

228+70

22" X 28' CMPA

4.348

229+60

4.360 - 4.403 230+20 - 232+50 TURNOUT RIGHT

4.373

230+90

4.419

233+30

4.460

235+50

15" X 30' CONCRETE PIPE, CLEAN

INLET/OUTLET

4.489 - 4.519 237+00 - 238+60 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

4.508

238+00

22" X 28' CMP

4.600

242+90

18" X 28' CMP RFS

4.637

244+85

4.637

4.665 244+85

246+30 CONSTRUCT DITCHLINE LEFT

4.665

246+30

4.674

246+80

4.701

248+20

4.725 - 4.750 249+50 - 250+80 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED PA2A SURFACING

4.778

252+30

4.778 - 4.801 252+30 - 253+50 RECONSTRUCT TURNOUT LEFT, APPLY 23

4.828

254+90

4.843 - 4.862 255+70 - 256+70 TURNOUT RIGHT

4.852

256+20

4.932

260+40

4.983

263+10

4.983

5.090 263+10

268+75 CONSTRUCT DITCHLINE LEFT

5.018

264+95

5.055 - 5.080 266+90 - 268+20 RECONSTRUCT TURNOUT LEFT, APPLY 23

5.090

6.093 268+75

321+70 EXISTING DSA SURFACING

5.104

269+50

18" X 30' CMP, REMOVE AND INSTALL 18" X

COMPACTED DSA LIMESTONE

5.148 - 5.178 271+80 - 273+40 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

5.201

274+60

5.227

276+00

NFG RISER RIGHT

5.244

276+90

5.269 - 5.290 278+20 - 279+30 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

5.290 - 5.307 279+30 - 280+20 APPLY 4" COMPACTED DSA LIMESTONE

5.295

279+60

5.295

5.348 279+60

282+35 CONSTRUCT DITCHLINE LEFT

5.348

282+35

18" X 32' CMP

5.356 282+80 FR 133D LEFT (SIGN MISSING)

5.384

284+25

5.436

287+00

5.443

287+40

20" X 32' CMP

5.470 - 5.494 288+80 - 290+10 RECONSTRUCT TURNOUT RIGHT, APPLY

5.515

291+20

5.559

293+50

FR 133E RIGHT

5.591

295+20

20" X 30' CMP

5.617

296+60

20" X 30' CMP LFS

5.617 - 5.655 296+60 - 298+60 TURNOUT RIGHT

5.661

298+90

20" X 28' CMP

5.669 - 5.691 299+30 - 300+50 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

5.712

301+60

5.739

303+00

24" X 20' CMP

5.756 - 5.779 303+90 - 305+15 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

5.792

305+80

5.841

308+40

FR 133A LEFT

5.847

308+70

5.860

309+40

5.900

311+50

28' CMP, BACKFILL WITH 23 TONS

COMPACTED DSA LIMESTONE

5.900 - 5.924 311+50 - 312+80 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED DSA LIMESTONE

SURFACING

5.900 - 5.975 311+50 - 315+50 APPLY 46 TONS COMPACTED DSA

5.975

315+50

5.989 - 6.008 316+20 - 317+20 TURNOUT RIGHT

6.047

319+30

18" X 30' CMP, REMOVE AND INSTALL 18" X

COMPACTED DSA LIMESTONE

6.047 - 6.093 319+30 - 321+70 APPLY 46 TONS COMPACTED DSA

6.093

321+70

6.093 - 6.112 321+70 - 322+70 APPLY 4" COMPACTED PA2A SURFACING

(23 TONS)

6.134

323+85

6.214

328+10

18" X 24' CMP, REMOVE AND INSTALL 18" X

27' CMP, BACKFILL WITH 23 TONS

COMPACTED PA2A

6.257 - 6.276 330+35 - 331+35 RECONSTRUCT TURNOUT LEFT, APPLY 23

6.295

332+40

18" X 24' CMP, REMOVE AND INSTALL 18" X

27' CMP, BACKFILL WITH 23 TONS

COMPACTED PA2A

6.345 - 6.364 335+00 - 336+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

6.345 - 6.464 335+00 - 341+30 APPLY 138 TONS COMPACTED PA2A AS

SPOT SURFACING

6.375

336+60

6.392 - 6.411 337+50 - 338+50 RECONSTRUCT TURNOUT LEFT, APPLY 23

6.415

338+70

6.483 338+70

342+30 CONSTRUCT DITCHLINE RIGHT

6.746 338+70

356+20 CONSTRUCT DITCHLINE LEFT

6.445

340+30

6.479 - 6.498 342+10 - 343+10 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED PA2A SURFACING

6.515 - 6.563 344+00 - 346+50 APPLY 23 TONS COMPACTED #3 BASE,

APPLY 92 TONS COMPACTED PA2A SPOT

6.534

345+00

INSTALL NEW 20" X 30' STEEL CAS,

BACKFILL WITH 23 TONS COMPACTED

PA2A, CONSTRUCT 200' OUTLET DITCH TO

DRAIN

6.571 - 6.589 346+95 - 347+90 TURNOUT LEFT

6.610

349+00

6.678

352+60

6.695 - 6.714 353+50 - 354+50 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED PA2A SURFACING

6.714 - 6.756 354+50 - 356+70 APPLY 46 TONS COMPACTED PA2A AS

6.756

356+70

WELL ROAD LEFT AND RIGHT

6.793

358+65

6.794

358+70

WELL LEFT

6.794 - 6.824 358+70 - 360+30 APPLY 23 TONS COMPACTED PA2A AS

6.824

360+30

6.883 - 6.902 363+40 - 364+40 RECONSTRUCT TURNOUT LEFT, APPLY 23

6.885

363+55

WELL RIGHT

6.902 - 6.947 364+40 - 366+80 APPLY 23 TONS COMPACTED PA2A AS

6.947

366+80

GATED WELL ROAD LEFT

6.960

367+50

6.981 - 7.000 368+60 - 369+60 APPLY 4" COMPACTED PA2A SURFACING

6.991

369+15

7.117 369+15

375+80 CONSTRUCT DITCHLINE LEFT

7.178 369+15

379+00 CONSTRUCT DITCHLINE RIGHT

7.000

369+60

ROAD RIGHT GATED(RED)

7.078 - 7.197 373+70 - 380+00 APPLY 138 TONS COMPACTED PA2A AS

SPOT SURFACING

7.117 - 7.136 375+80 - 376+80 RECONSTRUCT TURNOUT LEFT, APPLY 23

7.152

377+60

TANK BATTERY LEFT

7.186

379+40

WELL RIGHT

7.219

381+15

7.254 - 7.436 383+00 - 392+60 APPLY 138 TONS COMPACTED PA2A AS

7.259

383+30

7.259

7.530 383+30

397+60 CONSTRUCT DITCHLINE LEFT

7.364

388+80

7.364 - 7.383 388+80 - 389+80 APPLY 4" COMPACTED PA2A SURFACING

7.372

389+25

7.436

392+60

7.465

394+15

7.462 - 7.547 394+00 - 398+50 APPLY 69 TONS COMPACTED PA2A AS

7.525

397+30

7.530

397+60

22" X 28' CMP

7.536 - 7.557 397+90 - 399+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

7.557 - 7.708 399+00 - 407+00 CONSTRUCT DITCHLINE LEFT

7.666

404+75

18" X 26' CMP, REMOVE AND INSTALL 20" X

26' STEEL CAS, BACKFILL WITH 23 TONS

COMPACTED PA2A

7.708

407+00

FR 264 RIGHT

7.708

407+00

FR 126 LEFT

7.708 - 7.778 407+00 - 410+70 CONSTRUCT DITCHLINE RIGHT

7.737 - 7.803 408+50 - 412+00 APPLY 69 TONS COMPACTED PA2A AS

7.756

409+50

16" X 28' STEEL CASING

7.814

412+60

18" X 26" CMP

7.831 - 7.860 413+50 - 415+00 APPLY 23 TONS COMPACTED #3 BASE,

APPLY 46 TONS COMPACTED PA2A SPOT

SURFACING

7.831 - 7.936 413+50 - 419+00 CONSTRUCT DITCHLINE RIGHT

7.862 - 7.883 415+10 - 416+20 RECONSTRUCT TURNOUT LEFT, APPLY 23

7.862 - 8.170 415+10 - 431+40 CONSTRUCT DITCHLINE LEFT

7.913 - 7.936 417+80 - 419+00 APPLY 46 TONS COMPACTED PA2A AS

7.936

419+00

18" X 28' CMP, REMOVE AND INSTALL 20" X

28' STEEL CAS, BACKFILL WITH 23 TONS

8.013

423+10

MARTY MONUMENT

8.027 - 8.045 423+80 - 424+80 RECONSTRUCT TURNOUT RIGHT, APPLY

23 TONS COMPACTED PA2A SURFACING

8.044 - 8.071 424+70 - 426+15 APPLY 46 TONS COMPACTED PA2A AS

SURFACING

8.106 - 8.140 428+00 - 429+80 CONSTRUCT DITCHLINE RIGHT

8.110 - 8.170 428+20 - 431+40 APPLY 69 TONS COMPACTED PA2A AS

SPOT SURFACING

8.140 - 8.159 429+80 - 430+80 RECONSTRUCT TURNOUT RIGHT, APPLY

8.165

431+10

COMPACTED PA2A

8.212 - 8.231 433+60 - 434+60 APPLY 4" COMPACTED PA2A SURFACING

(23 TONS)

8.231 - 8.295 434+60 - 438+00 EXSTING DSA SURFACING

8.231 - 8.286 434+60 - 437+50 CONSTRUCT DITCHLINE RIGHT

8.269 - 8.307 436+60 - 438+60 APPLY 4" COMPACTED PA2A SURFACING

(46 TONS)

8.286

437+50

36" X 36" CMP

8.296

438+05

LEADOFF DITCH RIGHT

8.411

444+10

28' STEEL CASING, BACKFILL WITH 23

TONS COMPACTED PA2A

8.424

444+80

LEADOFF DITCH LEFT

8.473

447+40

8.477

447+60

8.513 - 8.570 449+50 - 452+50 APPLY 4" COMPACTED PA2A SURFACING

(69 TONS)

8.541 - 8.561 450+95 - 452+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

8.617 - 8.636 455+00 - 456+00 APPLY 4" COMPACTED PA2A SURFACING

8.706

459+70

28' STEEL CASING, BACKFILL WITH 23

TONS COMPACTED PA2A

8.782 - 1.093 463+70 - 57+70 RECONSTRUCT TURNOUT RIGHT, APPLY

8.860

467+80

8.866

468+15

FR 195 RIGHT

8.866 - 8.930 468+15 - 471+50 APPLY 46 TONS COMPACTED PA2A AS

SPOT SURFACING

8.930 - 8.958 471+50 - 473+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

8.989 - 9.023 474+60 - 476+40 APPLY 4" COMPACTED PA2A SURFACING

(46 TONS)

8.998

475+10

FR 462 LEFT

9.021

476+30

9.098

480+40

18" X 26' CMP, INSTALL 20" X 26' STEEL CAS,

BACKFILL WITH 23 TONS COMPACTED

PA2A

9.148 - 9.282 483+00 - 490+10 EXISTING DSA SURFACING

9.167 - 9.242 484+00 - 488+00 APPLY 4" COMPACTED DSA LIMESTONE

SURFACING (92 TONS)

9.203

485+90

24" X 32' CMP, REMOVE AND INSTALL 20" X

32' STEEL CAS, BACKFILL WITH 23 TONS

9.238

487+75

COMPACTED DSA LIMESTONE

9.263 - 9.282 489+10 - 490+10 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED DSA LIMESTONE

SURFACING

9.263 - 9.282 489+10 - 490+10 APPLY 4" COMPACTED DSA LIMESTONE

9.294

490+70

9.341

493+20

18" X 30' CMP, CLEAN INLET/OUTLET

9.388

495+70

9.436

498+20

9.452

499+05

9.500 - 9.519 501+60 - 502+60 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

9.635 - 9.655 508+75 - 509+80 RECONSTRUCT TURNOUT LEFT, APPLY 23

TONS COMPACTED PA2A SURFACING

9.689 - 9.708 511+60 - 512+60 APPLY 4" COMPACTED PA2A SURFACING

9.716

513+00

COMPACTED PA2A (PIPE NOT FOUND)

9.758

515+20

ROAD RIGHT GATED

9.786 - 9.811 516+70 - 518+00 RECONSTRUCT TURNOUT LEFT, APPLY 23

9.830 - 9.864 519+00 - 520+80 CONSTRUCT DITCHLINE RIGHT

9.847

519+90

ROAD RIGHT GATED

9.920 - 9.955 523+80 - 525+60 CONSTRUCT DITCHLINE RIGHT

9.920 - 9.955 523+80 - 525+60 CONSTRUCT DITCHLINE LEFT

9.920 - 9.955 523+80 - 525+60 APPLY 23 TONS COMPACTED PA2A AS

9.960

525+90

18" X 36' CMP, REMOVE AND INSTALL 20" X

36' STEEL CAS, BACKFILL WITH 23 TONS

OF PA2A (PIPE NOT FOUND)

9.962 - 9.981 526+00 - 527+00 RECONSTRUCT TURNOUT RIGHT, APPLY

9.973

526+60

24" X 36' CMP, REMOVE AND INSTALL 24" X

36' CMP, BACKFILL WITH 23 TONS

COMPACTED PA2A

10.006 - 10.057 528+30 - 531+00 APPLY 69 TONS COMPACTED PA2A AS

10.040

530+10

10.070

531+70

10.112 - 10.133 533+90 - 535+00 APPLY 46 TONS COMPACTED PA2A AS

10.136

535+20

ROAD LEFT - SHEL APPALACHIA

10.208 - 10.284 539+00 - 543+00 CONSTRUCT DITCHLINE LEFT

10.208 - 10.284 539+00 - 543+00 CONSTRUCT DITCHLINE RIGHT

10.208 - 10.227 539+00 - 540+00 TURNOUT LEFT

10.242

540+80

10.284

543+00

FR 325 RIGHT

10.287

543+15

SIGN LEFT - SCENIC AREA, ROAD

CONTINUES, END OF RECONDITIONING

File details come from the government source that posted it. Updated Jun 7, 2021.