3. FR212_486_WorkDescription.pdf
PDF 491 KB Posted
- Solicitation number
- 12445526Q0055
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a road log and work description for the Muzette Furnace Road Reconstruction project, detailing two separate forest roads requiring reconditioning work.
FR 212 Muzette (2.221 miles/117+25 station): The project begins at the intersection of FR 212 and SR 3004 (coordinates 41.50621°N, 79.12185°W) and extends 2.221 miles with Level of Service I reconditioning. Work includes scarifying existing roadbed, removing debris, reshaping culvert inlets and outlets, achieving positive drainage in ditch lines, reconditioning turnouts, and applying compacted surfacing materials. Specific materials required include 69 tons of DSA limestone, 138 tons of PA2A spot surfacing, 23 tons of #3 crushed stone base, and various culvert maintenance tasks involving 18-inch to 54-inch corrugated metal pipes (CMPs). Additional work includes constructing and reconditioning ditch lines, turnouts, and parking areas. Contact information is provided for utility locating (Pennsylvania One Call at 800-242-1776) and private utility owners including Minard Run Oil Company, Energy Investors Inc., and Tennessee Gas Pipeline.
FR 486 Furnace (1.009 miles/53+25 station): This section begins at the intersection of FR486 and SR3004 (coordinates 41.535049°N, 79.399903°W) and extends 1.009 miles with Level of Service I reconditioning per Forest Service Supplemental Specifications Section 303.07. Work includes applying 23 tons of DSA limestone and 874 tons of PA2A spot surfacing, removing and replacing or resetting multiple steel casings and CMPs (ranging from 15-inch to 24-inch diameter), applying #3 and #4 crushed stone bases, installing rip-rap protection, performing roadside brushing within 14-foot clearance, and constructing a turnaround. Both projects reference typical recondition sections in accompanying drawings and require debris removal from culvert inlets and outlets throughout the work areas.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 12445526Q0055 Question and Answer Document.pdf | ||
| 12445526Q0055_001.pdf | ||
| 12445526Q0055.pdf | ||
| 5. FR486_Map.pdf | ||
| 1. MuzetteFurnaceRd_SOW.pdf | ||
| 7. WDOL_DBA_PA.pdf | ||
| 2. MuzetteFurnace_FSSS.pdf | ||
| 6. FR212_486_MuzetteFurnace_BidSheet.pdf | ||
| 4. FR212_Map.pdf |
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Text version
MUZETTE FURNACE ROAD RECONSTRUCTION
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FR 212 MUZETTE
LEVEL OF SERVICE I
OGM CONTACT INFORMATION: PENNSYLVANIA ONE CALL - (800-242-1776)
MINARD RUN OIL COMPANY: Dan McCamey-(814) 558-6689;
dmccamey@minardrunoil.com;
P.O. Box 18, Bradford, PA 16700
ENERGY INVESTORS INC: John McCool- (814)-726-9576;
PO Box 202, Youngsville, PA 16371
TENESSEE GAS PIPELINE: Matt Rottman-724-714-1721;
Matt_Rottman@kindermorgan.com;
1211 Greenville-Mercer Road, Mercer PA 16137
VERIZON: USE PENNSYLVANIA ONE CALL
PENELAC- FIRST ENERGY: USE PENNSYLVANIA ONE CALL
MILEPOST STATION ROAD LOG/WORK DESCRIPTION (GT NOV2024)
0.000 0+00 INTERSECTION OF FR 212 AND SR 3004
Coordinates: Latitude 41º 28’ 29.15" N (41.50621)
Longitude 79º 14’ 27.32” W (-79.12185)
0.000 - 2.221 0+00 - 117+25
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.
AS SURFACING
0.000 - 0.028 0+00 - 1+50 CONSTRUCT DITCH LINE RIGHT (150 FT)
0.000 - 0.064 0+00 - 3+40 CONSTRUCT DITCH LINE LEFT (340 FT)
0.000 - 0.057 0+00 - 3+00 APPLY 69 TONS
COMPACTED DSA LIMESTONE
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0.002 0+10
0.004 0+20
0.009 0+50
0.032 1+70
0.052 2+75
0.064 3+40
0.087 4+60
0.114 - 0.152 6+00 - 8+00
STOP SIGN LEFT
FR 212 ROAD NUMBER SIGN RIGHT
CAUTION HEAVY TRUCK TRAFFIC SIGN RIGHT
ROAD RIGHT TO WELL AND TANK BATTERY,
TANK BATTERY RIGHT - 3 TANKS AND
EQUIPMENT SHED
STOP AHEAD SIGN LEFT
OLD SKID ROAD RIGHT
18” X 26’ CMP RIGHT FORWARD SKEW (DEBRIS AT
INLET/OUTLET)
APPLY 23 TONS OF COMPACTED PA2A SPOT
SURFACING
0.118 - 0.130 6+25 - 6+85 TURNOUT LEFT (RECONDITION)
0.136 7+20
0.146 7+70
0.173 9+15
0.189 - 0.213 10+00 11+25
WELL RIGHT
18” X 30’ CMP, SPRING (DEBRIS AT INLET/OUTLET)
OLD ROAD LEFT
RECONSTRUCT TURNOUT RIGHT, APPLY 23
TONS COMPACTED PA2A
0.208 STONE AS BASE- 0.265 11+00 - 14+00 APPLY 69 TONS
COMPACTED #3 CRUSHED
0.208 - 0.322 11+00 - 17+00 APPLY 138 T
ONS OF COMPACTED PA2A SPOT
0.242 12+80
SURFACING
18" X 34' CMP RIGHT FORWARD SKEW
0.322 - 0.345 17+00 - 18+20 TURNOUT LEFT, (RECONDITION)
0.346 18+25
OLD ROAD RIGHT.
0.379 20+00
18"” X 26’ CMP LEFT FORWARD SKEW (DEBRIS AT
INLET/OUTLET)
0.380 - 0.395 20+05 - 20+85 TURNOUT LEFT (RECONDITION)
0.417 SURFACING- 0.436 22+00 - 23+00 APPLY 23 TO
NS OF COMPACTED PA2A AS
0.478 25+25 ROAD RIGHT
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0.479 SURFACING- 0.498 25+30 - 26+30 APPLY 23 TO
NS OF COMPACTED PA2A AS
0.498 26+30 ORTON ROAD LEFT
0.479 - 0.561 25+30 - 29+60 CONSTRUCT DITCH LINE LEFT AND RIGHT
(860 FT)
0.563 29+70
18" X 34' CMP LEFT FORWARD SKEW, LEAD OFF
DITCH RIGHT
0.563 29+75 BLOCKED FR 212B LEFT
0.616 32+50 18" X 34' CMP LEFT FORWARD SKEW
0.623 - 0.649 32+90 - 34+25 CONSTRUCT DITCH LINE RIGHT (135 FT)
0.634 33+50
0.634 - 0.758 33+50 - 40+00
0.661 34+90
0.690 36+45
0.713 37+65
0.739 39+00
TURNAROUND LEFT, (RECONDITION)
APPLY 138 TONS COMPACTED DSA
LIMESTONE AS SURFACING
18” X 34’ CMP, CONSTRUCT OUTLET DITCH TO
DRAIN (100 FT)
24" X 30' CMP, SPRING
SPRING RIGHT
18” X 28’ CMP RIGHT FORWARD SKEW
0.739 - 0.775 39+00 - 40+90 CONSTRUCT DITCH LINE RIGHT (190 FT)
0.780 41+20
0.784 41+40
0.795 0.824 42+00 - 43+50
0.834 44+05
FR 212A RIGHT
18” X 24’ CMP, CONSTRUCT OUTLET DITCH TO
DRAIN (50 FT)
RECONSTRUCT TURNOUT LEFT, APPLY 23
TONS OF PA2A
18” X 30’ CMP (DEBRIS AT INLET/OUTLET)
0.919 - 0.958 48+50 - 50+60 CONSTRUCT DITCH LINE LEFT (210 FT)
0.919 - 0.958 48+50 - 50+60 CONSTRUCT DITCH LINE RIGHT (210 FT)
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0.951 50+20 OLD ROAD RIGHT
0.992 52+40 OLD ROAD LEFT
1.074 56+70 18” X 30’ CMP RIGHT FORWARD SKEW
1.250 - 1.269 66+00 - 67+00 PARKING AREA RIGHT
1.283 67+75 CONSTRUCT LEAD OFF DITCH RIGHT (50 FT)
1.292 68+20 18” X 30’ CMP RIGHT FORWARD SKEW
1.307 - 1.350 69+00 - 71+30 CONSTRUCT DITCH LINE LEFT (230 FT)
1.350 71+30 18” X 30’ CMP (DEBRIS AT INLET/OUTLET)
1.386 73+20 18” X 32’ CMP (DEBRIS AT INLET/OUTLET)
1.445 76+30 18” X 30’ CMP (DEBRIS AT OUTLET)
1.487 - 1.506 78+50 - 79+50 TURNOUT RIGHT, (RECONDITION)
1.508 - 1.595 79+60 - 84+20 CONSTRUCT DITCH LINE RIGHT (460 FT)
1.544 LIMESTONE AS SURFACING- 1.657 81+50 - 87+50 APPLY 138 TONS COMPACTE
D DSA
1.559 - 1.581 82+30 - 83+50 CONSTRUCT DITCH LINE LEFT (120 FT)
1.515 80+00 OLD LOG ROAD RIGHT
1.553 - 1.581 82+00 - 83+50 CONSTRUCT DITCH LINE LEFT (150 FT)
1.553 - 1.598 82+00 - 84+40 CONSTRUCT DITCH LINE RIGHT (240 FT)
1.591 SURFACING- 1.610 84+00 - 85+00 APPLY 23 TO
NS OF COMPACTED PA2A AS
1.600 84+50 54” X 48’ CMP
1.610 - 1.693 85+00 - 89+40 CONSTRUCT DITCH LINE LEFT (440 FT)
1.610 - 1.693 85+00 - 89+40 CONSTRUCT DITCH LINE RIGHT (440 FT)
1.686 SURFACING- 1.723 89+00 - 91+00 APPLY 46 TO
NS OF COMPACTED PA2A AS
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1.703 89+90
FR 561 RIGHT
1.723 SURFACING- 1.837 91+00 - 97+00 APPLY 69 TO
NS OF COMPACTED PA2A SPOT
1.769 93+40 18” X 40’ CMP RIGHT FORWARD SKEW
1.769 - 1.799 93+40 - 95+00 CONSTRUCT DITCH LINE RIGHT (160 FT)
1.835 - 1.864 96+90 - 98+40 TURNOUT LEFT (RECONDITION)
1.864 98+40
18” X 34’ CMP RIGHT FORWARD SKEW,
CONSTRUCT OUTLET DITCH TO DRAIN (50 FT)
1.904 100+55 18” X 30’ CMP RIGHT FORWARD SKEW
1.951 - 1.973 103+00 - 104+20 TURNOUT LEFT (RECONDITION)
1.970 - 2.045 104+00 - 108+00 APPLY 46 TO
NS OF COMPACTED PA2A SPOT
2.009 106+10
2.078 109+70
2.126 112+25
2.155 113+80
2.146 113+30
2.155 113+80
SURFACING
FR 212C LEFT
18” X 30’ CMP
DISPERSED CAMPING SITE # 4 LEFT
"ROAD CLOSED 500’ SIGN RIGHT (MISSING) TO
BE REPLACED BY FS
FR 210 LEFT
"ROAD CLOSED 500’ " SIGN LEFT, TO BE
REPLACED BY FS.
2.188 - 2.212 115+50 - 116+80 TURNOUT LEFT (RECONDITION)
2.221 117+25
FOREST SERVICE GATE, END OF ROADWORK
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FR 486 FURNACE
LEVEL OF SERVICE I
OGM CONTACT INFORMATION: PENNSYLVANIA ONE CALL - (800-242-1776)
MILEPOST STATION
0.000 0+00
0.000 - 1.009 0+00 - 53+25
ROAD LOG/WORK DESCRIPTION
INTERSECTION OF FR486 AND SR3004
COORDINATES:
LATITUDE 41.535049
LONGITUDE -79.399903
RECONDITION ROADWAY ACCORDING TO THE
TYPICAL DRAWING (SEE “TYPICAL
RECONDITION SECTION” IN THE DRAWINGS),
AND FP-14 FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS (FSSS), SECTION 303.07,
ROADWAY RECONDITIONING
0.000 AS SURFACING- 0.019 0+00 - 1+00 APPLY 23 TONS
COMPACTED DSA LIMESTONE
0.019 SURFACING- 0.784 1+00 - 41+40 APPLY 874 T
ONS OF COMPACTED PA2A SPOT
0.015 0+80 FOREST SERVICE GATE
0.022 1+15 ATV TRAIL LEFT, BLOCK USING ON SITE ROCKS
0.059 3+10 LEADOFF DITCH RIGHT(RECONDITION)
0.122 6+45 16" X 25' STEEL CASING (DEBRIS AT INLET AND
OUTLET)
0.159 8+40 LEADOFF DITCH LEFT(RECONDITION)
0.202 10+65 16" X 24' STEEL CASING/DEBRIS AT INLET AND
OUTLET
0.223 STONE AS BASE- 0.317 11+75 - 16+75 APPLY 115 TONS
OF COMPACTED #3 CRUSHED
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LIMESTONE AS SURFACING0.284 - 0.435 15+00 - 25+00 APPLY 184 TONS OF COMP
ACTED DSA
0.319 16+85
24" X 27' CMP, REMOVE AND REPLACE WITH 24"X
28' CMP BACKFILL WITH 23 TONS PA2A,
REMOVE TREE AT INLET
0.331 - 0.407 17+50 - 21+50 APPLY 92 TONS
COMPACTED #4 CRUSHED
0.381 - 0.483 20+10 - 25+50
0.410 21+65
0.466 24+60
STONE AS BASE
EXCAVATE TRENCH ALONG ROAD EDGE AND
DITCHLINE 1' WIDE 2'DEEP FILL WITH 20 TONS
R-4 RIP- RAP COMBINED WITH NATIVE ON SITE
STONE TO PROTECT ROAD EDGE TO TOP OF
NEWLY CONSTRUCTED ROAD SHOULDER
18" X 23' CMP, REMOVE AND REPLACE WITH 24"
X 28' CMP, BACKFILL WITH 23 TONS PA2A
18 X 24' CMP, REMOVE AND REPLACE WITH 18' X
26' CMP, BACKFILL WITH 23 TONS PA2A
0.483 - 0.521 25+50 - 27+50 APPLY 46 TONS OF COMPACTED #3 CRUSHED
0.524 27+65
0.598 31+60
0.674 35+60
0.762 40+25
STONE AS BASE
15" X 26' STEEL CASING, REMOVE, CLEAN, AND
RESET USING 23 TONS PA2A AS BACKFILL
15" X 24' STEEL CASING, REMOVE AND REPLACE
WITH 18" X 24' CMP, BACKFILL WITH 46 TONS
PA2A
18" X 25' CMP, REMOVE AND REPLACE WITH 18"
X 26' CMP, BACKFILL WITH 23 TONS PA2A
18" X 25' CMP, REMOVE AND REPLACE WITH 18"
X 26' CMP, BACKFILL WITH 23 TONS PA2A,
APPLY 1.5 TONS R-4 RIP RAP AT OUTLET
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0.784 41+40
TURN AROUND RIGHT, APPLY 23 TONS CRUSHED
#3 STONE AS BASE, RECONSTRUCT, APPLY 46
TONS COMPACTED PA2A AS SURFACING
0.784 - 1.009 41+40 - 53+25 APPLY 92 TO
NS OF COMPACTED PA2A SPOT
0.802 42+35
0.805 - 1.009 42+50 - 53+25
0.880 46+45
0.929 49+05
1.009 53+25
SURFACING
18" X 25' CMP
PERFORM ROADSIDE (LIGHT) BRUSHING, 12'
FROM SHOULDERS TO A MINIMUM HEIGHT OF
14'. REMOVE ANY EXISTING BLOWDOWN AND
BRUSH TO OUTSIDE OF CLEARING LIMITS
24" X 29' CMP, REMOVE TREE AT OUTLET,
APPLY 1.5 TONS R-4 RIP RAP AT OUTLET
INSTALL NEW 18" X 24' CMP, BACKFILL WITH 23
TONS PA2A
END OF FR486, END OF ROADWORK
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