04 FR42C Spec Road Reconstruction Plans_Signed.pdf
PDF 2 MB Posted
- Attached to
- GMF FR42C Road Reconstruction Federal contract opportunity
- Solicitation number
- 12445526Q0052
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of construction design plans for a federal forest service road reconstruction project. The Falls Brook Timber Sale FR42C Specified Road Reconstruction project is located in Rochester, Vermont on the Green Mountain National Forest under the Rochester Ranger District. The project involves approximately 255 linear feet of road reconstruction on Forest Road 42C, with work beginning 3 miles northwest of the intersection of Vermont Route 73 and Bingo Brook Road.
The project scope includes roadway reconstruction, rock excavation, clearing and grubbing, bank armoring with riprap, linear grading, and installation of drainage structures including culvert work. Design specifications establish a single-lane road with 12-foot top width, 2% insloped template, 1-foot shoulders on each side, 50-foot minimum horizontal radius, 15 mph design speed, and a 1-foot ditch depth. The road is classified as Maintenance Level 2 with Service Level J, designed for administrative traffic under 100 vehicles daily with log truck and low-boy tractor-trailer as critical design vehicles. Construction requirements include clearing 3 feet beyond cut areas and 3 feet beyond fill areas, with variable slope ratios. The contractor must provide a traffic control plan, spill prevention plan, erosion and sediment control plan with native species seeding, and removal of invasive species from equipment prior to mobilization. All waste materials become contractor property for offsite disposal. The schedule of items lists 20 bid items including mobilization, survey and staking, soil erosion control, clearing and grubbing, excavation, riprap placement, culvert work, and compaction methods, with quantities and unit prices to be determined.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 260423 GMF FR42C Road Recon - RFI log for Q and A.xlsx | XLSX spreadsheet | |
| 260422 GMF FR42C Road Recon - RFI log for Q and A.xlsx | XLSX spreadsheet | |
| 05 FR42C Spec Road Reconstruction_FSSS.docx | DOCX document | |
| 02 FR42C Spec Road Reconstruction_Schedule of Items.xlsx | XLSX spreadsheet | |
| 03 FR42C Spec Road Reconstruction SOW.docx | DOCX document | |
| 01 Solicitation Terms and Conditions.pdf | ||
| 06 Wage Determination VT20250065 Windsor County.pdf | ||
| HOW TO FOLLOW PROJECTS ON SAM FOR EMAIL ALERTS.pdf |
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Text version
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
FALLS BROOK TIMBER SALE
FROM THE INTERSECTION OF VT RTE 73 AND BINGO BROOK ROAD (FR42), TRAVEL APPROXIMATELY
3 MILES NORTHWEST ON BINGO BROOK ROAD TO THE START OF THE PROJECT LOCATED AT
43.879604, -72.924614.
FR42C SPECIFIED ROAD RECONSTRUCTION
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
2/2 6/2
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STATE OF VERMONT
WINDSOR COUNTY
R09 EASTERN REGION
GREEN MOUNTAIN NATIONAL FOREST
ROCHESTER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 2/24/2026
2 NOTES 2/24/2026
3 ROADWAY DIMENSIONS TABLE AND TYPICAL ROADWAY SECTION 2/24/2026
4 TYPICAL DESIGN DETAILS 2/24/2026
5 SITE PLAN AND PROFILE 2/24/2026
6 CROSS SECTIONS 0+00 TO 1+50 2/24/2026
7 CROSS SECTIONS 1+60 TO 2+55 2/24/2026
PROJECT LOCATION:
ROCHESTER, VERMONT
TO ROCHESTER/ VT RTE 100
START OF PROJECT
VT RTE 73
FR42C
FR42 BINGO BROOK ROAD
BRIAN AUSTIN
Digitally signed by BRIAN
AUSTIN
Date: 2026.02.26 12:34:13 -05'00'
CHRISTOPHER
MATTRICK
Digitally signed by
CHRISTOPHER MATTRICK
Date: 2026.02.26 15:35:54 -05'00'
Digitally signed by JOHN
SINCLAIR
Date: 2026.02.26 15:58:01 -05'00'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
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R09
EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
NOTES
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-01 2 7
GENERAL NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE US DEPARTMENT OF
TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS
FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,
FP-24 (U.S. CUSTOMARY UNITS) AND THE FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS.
2. LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED ITEMS SHOWN IN THESE
PLANS WERE OBTAINED FROM LIMITED FIELD INVESTIGATION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR STAKING OUT PROPOSED WORK. ANY DISCREPANCIES IN
DIMENSIONS, CHARACTER, OR EXTENT OF EXISTING CONDITIONS OR PROPOSED
WORK SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER
REPRESENTATIVE (COR) BEFORE ADVANCING WORK.
3. TOPOGRAPHIC INFORMATION WAS DEVELOPED FROM A FIELD SURVEY PERFORMED
BY THE FOREST SERVICE ON OCTOBER 21, 2025 USING A TOTAL STATION
INSTRUMENT. ELEVATIONS ON THESE PLANS ARE BASED ON AN ARBITRARY DATUM.
HORIZONTAL POSITIONS ARE BASED ON AN ARBITRARY COORDINATE SYSTEM. ALL
BEARINGS ARE BASED ON APPROXIMATE MAGNETIC NORTH.
4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL MATERIALS REQUIRED FOR
THE WORK. SITE GENERATED MATERIAL MAY BE UTILIZED IN THE WORK IF
CONFORMING TO MATERIAL REQUIREMENTS OF INTENDED USE AND AS APPROVED BY
THE COR. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL OF THE WORK
AND MATERIALS, AND SHALL PERFORM INTERIM AND SPECIAL INSPECTIONS AS
REQUIRED.
5. UNLESS OTHERWISE INDICATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ALL APPLICABLE LICENSES AND PERMITS, INCLUDING ANY APPLICABLE
FEES ASSOCIATED WITH THE CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL
REVIEW AND UNDERSTAND ALL APPLICABLE ENVIRONMENTAL PERMITS AND SHALL
ENSURE THAT ALL CONSTRUCTION CONDITIONS ARE MET.
6. THE CONTRACTOR SHALL PROVIDE A SPILL PREVENTION PLAN AND SHALL PROVIDE A
SPILL KIT ON SITE AT ALL TIMES DURING CONSTRUCTION. THIS SHALL BE PAID FOR
INCIDENTAL TO ALL OTHER CONTRACT ITEMS.
7. ALL WORK AREAS SHALL BE KEPT FREE OF DEBRIS AND LITTER, AND BE REASONABLY
CLEAN AND ORDERLY. ALL TEMPORARY DISTURBANCE BY THE CONTRACTOR
INCLUDING STAGING AREAS, TEMPORARY TURNAROUNDS, WASTE DISPOSAL AREAS,
BORROW SITES, AND CONSTRUCTION SLOPES SHALL BE RE-SEEDED.
8. PRIOR TO MOBILIZING INTO AREA, THE CONTRACTOR SHALL SUBMIT A TRAFFIC
CONTROL PLAN. TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). INSTALL AND MAINTAIN
ALL TRAFFIC CONTROL DEVICES AS NEEDED FOR THE DURATION OF THE PROJECT.
THIS SHALL BE PAID FOR INCIDENTAL TO ALL OTHER CONTRACT ITEMS.
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL SUPPLIES, MATERIALS, EQUIPMENT, LABOR,
AND SUPERVISION TO COMPLETE THE WORK DESCRIBED. THE PROJECT WORK SHALL
GENERALLY INCLUDE, BUT IS NOT LIMITED TO, ROADWAY RECONSTRUCTION, ROCK
EXCAVATION, CLEARING & GRUBBING, BANK ARMORING, LINEAR GRADING, AND
INSTALLATION OF DRAINAGE STRUCTURES.
2. ALL SOIL MOVING EQUIPMENT SHALL BE THOROUGHLY CLEANED TO MAKE IT FREE OF
SOIL, NON-NATIVE INVASIVE SPECIES OR OTHER DEBRIS THAT COULD CONTAIN OR
HOLD SEEDS PRIOR TO BEING DELIVERED TO THE PROJECT SITE. EQUIPMENT SHALL
BE CONSIDERED FREE OF NON-NATIVE OR INVASIVE SPECIES AND OTHER SUCH
DEBRIS WHEN A VISUAL INSPECTION BY THE COR, COMPLETED PRIOR TO THE
EQUIPMENT BEING MOVED TO THE SITE, DOES NOT DISCLOSE SUCH MATERIAL
PRESENT. A CURRENT LIST OF NON-NATIVE INVASIVE SPECIES OF CONCERN TO THE
FOREST SERVICE IS AVAILABLE UPON REQUEST.
3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S
OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL
CONDITION AT THE CONTRACTOR'S EXPENSE.
4. ALL WASTE MATERIAL, INCLUDING CULVERTS, SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE DISPOSED OF OFF U.S. GOVERNMENT (NATIONAL
FOREST) LAND. THERE ARE NO GOVERNMENT DISPOSAL SITES OR PITS.
5. ALL SERVICING AND REFUELING OF EQUIPMENT SHALL BE DONE AT A LOCATION
APPROVED BY THE COR
EROSION CONTROL NOTES:
1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AN EROSION
AND SEDIMENT CONTROL PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES.
THE PLAN SHALL BE SITE SPECIFIC AND SHALL BE PAID FOR UNDER ITEM 15701, "SOIL
EROSION CONTROL".
2. TEMPORARY EROSION CONTROL SHALL BE ESTABLISHED PRIOR TO EARTH
DISTURBING ACTIVITIES. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS
DIRECTED BY MOST CURRENT VERSION OF The Low Risk Site Handbook for Erosion Prevention and Sediment Control AVAILABLE FROM THE VERMONT DEPARTMENT OF
ENVIRONMENTAL CONSERVATION.
3. THE CONTRACTOR SHALL PHYSICALLY MARK OFF LIMITS OF NECESSARY ONSITE LAND
DISTURBANCE WITH TAPE, SILT FENCE, OR OTHER METHODS AND REVIEW WITH
WORKERS AND SUBCONTRACTORS SO THAT ALL INDIVIDUALS CAN SEE THE AREAS TO
BE PROTECTED.
4. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF DISTURBED SOIL EXPOSED TO
EROSION FROM WIND AND WATER BY USING VEGETATIVE AND STRUCTURAL
CONTROLS AND PROPER TIMING AND SEQUENCING OF ACTIVITIES.
5. THE CONTRACTOR SHALL DIVERT OFFSITE STORMWATER RUNOFF FROM HIGHLY
ERODIBLE AREAS AND STEEP SLOPES AND CONVEY OFFSITE STORMWATER RUNOFF
TO STABLE AREAS. INSTALL NECESSARY EROSION AND SEDIMENT CONTROLS AS
WORK TAKES PLACE.
6. THE CONTRACTOR SHALL DESIGNATE THE RESPONSIBILITIES FOR IMPLEMENTING THE
EROSION AND SEDIMENT CONTROL PLAN TO ONE INDIVIDUAL. THE CONTRACTOR
SHALL ENSURE THAT ALL WORKERS UNDERSTAND THE MAJOR PROVISIONS OF THE
EROSION AND SEDIMENT CONTROL PLAN.
7. ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN BUT NOT INCLUDED AS A
SEPARATE PAY ITEM SHALL BE PAID FOR UNDER ITEM 15701, "SOIL EROSION
CONTROL".
8. THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL
STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK IS
DELAYED OR COMPLETED.
9. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE AT THE PERIMETER
AND COVERED WITH A BLANKET OF STRAW MULCH.
6. TO PREVENT SEDIMENT FROM ENTERING STREAMS, ALL DITCHES THAT OUTLET INTO
AN ACTIVE STREAM AND ARE LOCATED WITHIN 25 FEET OF AN ACTIVE STREAM SHALL
BE SEEDED AND MULCHED AFTER CONSTRUCTION. THE SEED MIXTURE SHALL
CONTAIN ONLY NATIVE AND NON-INVASIVE SPECIES TO THE STATE OF VERMONT. THE
SEED MIXTURE SHALL BE APPROVED BY THE COR PRIOR TO USE. ALL MULCH SHALL
BE FREE OF NON-NATIVE AND INVASIVE SPECIES.
7. TEMPORARY EROSION CHECKS SHALL BE INSTALLED AS NECESSARY AND SHALL
REMAIN IN PLACE UNTIL PERMANENT EROSION CONTROL MEASURES HAVE BEEN
INSTALLED AND APPROVED BY THE COR EROSION CHECKS SHALL BE PERIODICALLY
INSPECTED TO ENSURE THAT THEY ARE IN GOOD CONDITION AND THAT AN
EXCESSIVE BUILDUP OF SILT AND DEBRIS HAS NOT OCCURRED. NOT WITHSTANDING
PERIODIC INSPECTIONS, EROSION CHECKS SHALL BE INSPECTED BEFORE AND AFTER
RAINFALL EVENTS TO ENSURE THEY ARE IN GOOD CONDITION BEFORE RAINFALL AND
TO REMOVE EXCESSIVE BUILDUP OF SILT AND DEBRIS AFTER THE STORM EVENT.
8. AFTER THE PERMANENT EROSION CONTROL MEASURES ARE INSTALLED AND
APPROVED BY THE COR, TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED AND DISPOSED OF BY THE CONTRACTOR OFF GOVERNMENT LAND. COST
FOR DISPOSAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED
INCIDENTAL TO INSTALLATION.
ROAD DESIGN CRITERIA
MAINTENANCE LEVEL 2
SERVICE LEVEL J
TRAFFIC TYPE ADMIN
ADT <100
DESIGN VEHICLE LOG TRUCK
CRITICAL VEHICLE LOW-BOY TRACTOR
TRAILER
DESIGN SPEED 15 MPH
LANES SINGLE
TEMPLATE INSLOPED 2%
SHOULDER 1 FT EACH SIDE
TOP WIDTH 12'
MIN. HORIZ. RADIUS, R 50'-0"
DITCH 1 FT DEPTH
CLEARING LIMITS 3 FT FROM CUT
3 FT FROM FILL
CONSTRUCTION
SLOPES
VARIES, SEE TYPICAL
ROADWAY SECTIONS
VARIATION FROM THE DESIGN CRITERIA MAY BE
REQUIRED, ANY CHANGES MUST BE APPROVED
BY THE COR
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
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R09
EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
ROADWAY DIMENSIONS
TABLE AND TYPICAL
ROADWAY SECTION
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-02 3 7
ROAD WIDTH (W)
(F)(C) (E)
LIMIT OF CUT
SLOPE
LIMIT OF FILL SLOPE.
INSTALL BANK ARMOR AS REQUIRED
FINISHED GRADE
CLEARING WIDTH
C
LE
AR
IN
G H
EI
G
H T
6" MIN. SUITABLE EXCAVATED
MATERIAL, OR PIT RUN, 3" MINUS,
COMPACTION METHOD B
6" OF AGGREGATE SURFACE
COURSE, 1.5" MINUS GRAVEL,
COMPACTION METHOD B
EXISTING
GROUND
(Y)
(X)
TRIM LIMBS WITHIN CLEARING
LIMITS FLUSH WITH ADJACENT
LIMB OR TRUNK
TREES AND BRUSH OUTSIDE
CLEARING LIMITS MAY REMAIN.
CLEAR AND GRUB ALL TREES, BRUSH
AND STUMPS WITHIN EXCAVATION OR
FILL AREAS
STUMP
TO
REMAIN
(D)
ROADWAY TYPICAL SECTION
NOT TO SCALE
(H
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TYPICAL RIPRAP BANK ARMOR
NOT TO SCALE
FINISH GRADE
3' PLACED RIPRAP, CLASS 7
EXISTING GROUND
4'-0"
4' -0
VARIES. SEE TABLE ON SHEET C-02.
1V
ROADWAY WIDTH
CL
MIN. 3 - 5% SLOPE FOR DITCH RELIEF
VARIES
1' M
IN
TYPICAL CULVERT PROFILE
NOT TO SCALE
FINISH GRADE
4" BEDDING
INVERT OF CULVERT TO
BE PLACED AT INVERT OF
DITCH OR CHANNEL
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND.
INSTALL OUTLET DITCH TO
DRAIN
MATCH TO EXISTING SIDE SLOPES
EARTHEN DITCH DAM
BELOW EACH CULVERT
TYPICAL RIPRAP SLOPE STABILIZATION
NOT TO SCALE
FINISH GRADE
18" PLACED RIPRAP, CLASS 1
EXISTING GROUND
2'-0"
2' -0
1H
1V
SEPARATION GEOTEXTILE, NON-WOVEN
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
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R09
EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
TYPICAL DESIGN
DETAILS
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-03 4 7
1' -0
" M
IN
PIPE BEDDING
1'-0"
COMPACTED BACKFILL
MATERIAL, 704.03
IF UNSUITABLE SUBGRADE IS
ENCOUNTERED, AS AUTHORIZED
BY THE COR, SUBEXCAVATE OR
INSTALL GEOTEXTILE NON-WOVEN
CLASS 1 TYPE A
CULVERT TYPICAL SECTION
NOT TO SCALE
4"
FINISH GRADE
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FR42 BINGO BROOK ROAD
EXISTING STREAM BANK
LIMITS OF ROCK EXCAVATION
REMOVE AND DISPOSE OF EXISTING CULVERT.
INSTALL 30 LF, 18" CPP CULVERT.
MAINTAIN EXISTING CULVERT.
CLEAN INLET AND OUTLET.
ARMOR STREAM BANK
WITH CLASS 7 RIPRAP OR
SUITABLE ONSITE ROCK.
STA 0+00
BEGIN PROJECT
MATCH EXISTING
PROPOSED ROAD EDGE (TYP.)
CENTERLINE OF ROAD
CENTERLINE OF
PROPOSED DITCH
STA 0+00 TO STA 0+40
INSTALL STABILIZED CONSTRUCTION
ACCESS PER VT DEC LOW RISK
SITE HANDBOOK FOR EROSION
PREVENTION AND SEDIMENT CONTROL
110115
BEGIN DITCH STA 0+90
TIE PROPOSED DITCH
INTO EXISTING DITCH
REMOVE ROCK BARRICADE. STORE BOULDERS
OUT OF WAY FOR RE-USE AT END OF SALE.
STREAM FLOW
EXISTING BRIDGE WINGWALL
END DITCH STA 1+50
41'-5"
R=94.79
TOP OF CUT SLOPE (TYP.)
TOE OF FILL SLOPE (TYP.)
R=41.58
STA 2+55
END PROJECT
MATCH EXISTING
ARMOR CULVERT OUTLET
WITH CLASS 4 RIPRAP OR
SUITABLE ONSITE ROCK.
END BANK ARMOR AT
EXISTING LEDGE
RECONDITION EXISTING DITCH.
EMBED CLASS 7 RIPRAP TO
TIE BANK ARMOR INTO
EXISTING BANK
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
1+
1+
1+
1+
1+
1+
1+
1+ 701+
801+
2+
2+
2+
2+
2+
2+ 502+
EXISTING ROAD EDGE (TYP.)
STABILIZE SLOPE
WITH CLASS 1
RIPRAP
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
0+000+501+001+502+002+502+55
0.48% -5.51%
1.10%
ST
A
0+
B
EG
IN
P R
O
JE
C T
EL
.0
ST
A.
+5
EN
D P
R O
JE
C
T M
AT
C
H E
XI
ST
IN
G
E L.
=9 7.
3'
PVI STA: 1+62.53
PVI ELEV: 96.82
K: 10.18
LVC: 60.97
VC
S
TA
: 1
+3 2.
VC
E
LE
V:
8.
VC
S
TA
: 1
+9 3.
VC
E
LE
V:
6.
LP STA: 1+88.12
LP ELEV: 96.95
PVI STA: 0+87.32
PVI ELEV: 100.96
K: 8.04
LVC: 53.12
VC
S
TA
: 0
+6 0.
VC
E
LE
V:
.6
VC
S
TA
: 1
+1 3.
VC
E
LE
V:
9.
HP STA: 0+69.56
HP ELEV: 100.72
0+00
0.
0.
.5
0.
.5
0.
.0
0.
.8
0.
0+50
.3
0.
.8
0.
0.
0.
1.
0.
1.
0.
1+00
1.
0.
0.
.7
.0
.1
.3
.6
.5
.0
1+50
.3
.6
.9
.3
.0
.1
.9
.9
.7
.9
2+00
.4
.0
.6
.0
.5
.1
.8
.1
.8
.1
2+50
.3
.2
EXISTING GROUND
FINISHED GRADE
EXISTING ELEVATION PROPOSED ELEVATION
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
:2
2 A
BB
YH
IL
L C:
\U
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EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
SITE PLAN AND PROFILE
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-04 5 7
SITE PLAN
Feet
0 10 20
PROFILE
HORIZONTAL SCALE 1" = 10'
VERTICAL SCALE 1" = 10'
AutoCAD SHX Text F
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EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+10.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+20.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+30.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+40.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+50.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+60.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+70.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+80.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+90.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+00.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+10.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+20.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+30.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+40.00
0 10 200-10-20
O
FF
.4
EL
EV
: 9 5.
26 O
FF
: 0 .0
EL
EV
: 1
.3
O
FF
.1
EL
EV
: 9 7.
O
FF
: 0 .0
EL
EV
: 1
.4
O
FF
.5
EL
EV
: 9 7.
O
FF
: 0 .0
EL
EV
: 1
.5
O
FF
.9
EL
EV
: 9 7.
O
FF
: 0 .0
EL
EV
: 1
.7
O
FF
: 9 .3
EL
EV
: 9
9.
O
FF
7.
EL
EV
: 9
9.
O
FF
: 0 .0
EL
EV
: 1
.6
O
FF
.7
EL
EV
: 1
.1
O
FF
: 0 .0
EL
EV
: 1
.4
O
FF
.5
EL
EV
: 1
.8
O
FF
: 0 .0
EL
EV
: 1
.1
O
FF
.0
EL
EV
: 1
.3
O
FF
: 0 .0
EL
EV
: 9
9.
O
FF
.3
EL
EV
: 1
.5
O
FF
: 0 .0
EL
EV
: 9
9.
O
FF
.5
EL
EV
: 1
.3
O
FF
: 0 .0
EL
EV
: 9
8.
O
FF
.3
EL
EV
: 1
.4
O
FF
: 0 .0
EL
EV
: 9
8.
O
FF
.1
EL
EV
: 9 7.
O
FF
: 0 .0
EL
EV
: 1
.6
O
FF
: 8 .4
EL
EV
: 9
9.
O
FF
: 2 0.
EL
EV
: 9
0.
O
FF
: 2 0.
EL
EV
: 8
9.
O
FF
: 1 9.
EL
EV
: 8
9.
O
FF
: 1 8.
EL
EV
: 9
0.
O
FF
: 1 0.
EL
EV
: 1
.7
O
FF
: 1 2.
EL
EV
: 1
.4
O
FF
: 1 2.
EL
EV
: 1
.1
O
FF
.3
EL
EV
: 9 7.
O
FF
: 0 .0
EL
EV
: 1
.1
O
FF
: 1 0.
EL
EV
: 1
.2
O
FF
: 0 .0
EL
EV
: 1
.2
O
FF
.0
EL
EV
: 9 6.
O
FF
: 9 .5
EL
EV
: 9
9.
O
FF
: 1 4.
EL
EV
: 9
6.
O
FF
: 1 6.
EL
EV
: 9
2.
O
FF
: 2 1.
EL
EV
: 9
1.
20'-8"
15'-8"
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+00.00
0 10 200-10-20
O
FF
: 0 .0
EL
EV
: 1
.0
O
FF
.8
EL
EV
: 9 7.
14'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
:2
2 A
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YH
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\A
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EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
CROSS SECTIONS
STA 0+00 TO 1+50
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-05 6 7
Feet 0 10 20
Fe et
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+50.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+60.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+70.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+80.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+90.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+00.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+10.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+20.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+30.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+40.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+50.00
0 10 200-10-20
O
FF
.5
EL
EV
: 1
.3
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
9.
EL
EV
: 9
5.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
9.
EL
EV
: 9
5.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
.1
EL
EV
: 9 5.
O
FF
: 0 .0
EL
EV
: 9
6.
O
FF
8.
EL
EV
: 9
6.
O
FF
: 0 .0
EL
EV
: 9
6.
O
FF
8.
EL
EV
: 9
6.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
9.
EL
EV
: 9
5.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
9.
EL
EV
: 9
5.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
7.
EL
EV
: 9
7.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
8.
EL
EV
: 9
6.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
: 9 .5
EL
EV
: 9
6.
O
FF
9.
EL
EV
: 9
6.
O
FF
: 0 .0
EL
EV
: 9
7.
O
FF
: 8 .2
EL
EV
: 9
6.
O
FF
: 1 7.
EL
EV
: 9
1.
O
FF
: 1 8.
EL
EV
: 9
2.
O
FF
: 1 7.
EL
EV
: 9
2.
O
FF
: 1 7.
EL
EV
: 9
2.
O
FF
: 1 7.
EL
EV
: 9
2.
O
FF
: 1 7.
EL
EV
: 9
2.
O
FF
: 1 7.
EL
EV
: 9
2.
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+55.00
0 10 200-10-20
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/2 /26
:2
2 A
BB
YH
IL
L C:
\U
SE
RS
\A
BB
YH
IL
L\
BO
X\
EN
GI
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G\
EN
GI
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GM
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\C
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\P
LA
NS
_L
AT
ES
T.
DW
G;
R09
EASTERN REGION
FALLS BROOK
TIMBER SALE
FR42C SPECIFIED
ROAD
RECONSTRUCTION
GREEN MOUNTAIN
NATIONAL FOREST
ROCHESTER RANGER DISTRICT
CROSS SECTIONS
STA 1+60 TO 2+55
2/24/2026
A.HILL
A.HILL
B.C.AUSTIN
C-06 7 7
Feet 0 10 20
Fe et
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
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AutoCAD SHX Text C
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| FR42C PLANS_Signed.pdf |
| PLANS_latest-C-01.pdf |
| Sheets and Views |
| PLANS_latest-C-01 |
| OLE1 |
| PLANS_latest-C-02.pdf |
| Sheets and Views |
| PLANS_latest-C-02 |
| OLE1 |
| PLANS_latest-C-03.pdf |
| Sheets and Views |
| PLANS_latest-C-03 |
| OLE1 |
| PLANS_latest-C-04.pdf |
| Sheets and Views |
| PLANS_latest-C-04 |
| OLE1 |
| PLANS_latest-C-05.pdf |
| Sheets and Views |
| C-05 |
| OLE1 |
| PLANS_latest-C-06.pdf |
| Sheets and Views |
| PLANS_latest-C-06 |
| OLE1 |
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