Att_04 Plans.pdf
PDF 2 MB Posted
- Attached to
- Green Mountain National Forest GAOA Hapgood Pond Recreation Area Improvements and Boat Launch
- Solicitation number
- 12445525Q0064
- Issued by
-
Department of Agriculture Forest Service
About this file
These are design plans for the Hapgood Pond Recreation Area Improvements project in the Green Mountain National Forest, located in Peru, Vermont. The six-sheet plan set details a boat launch and trail improvement project that includes constructing a precast concrete boat launch with Class 3 riprap, a 12" trail surface aggregate pathway, vehicle loading/unloading zones, and associated site grading and drainage improvements. Key technical specifications include:
Project details include installing a 10' wide precast concrete boat launch with foundation fill, non-woven geotextile underlayment, and riprap stabilization. The trail will be 12" thick aggregate surface with geotextile base, constructed to match existing road and trail grades. Work is scheduled to begin after September 1, 2025, with specific instructions for site preparation, erosion control, equipment cleaning to prevent invasive species introduction, and careful coordination with the Forest Service Contracting Officer's Representative (COR). The project is part of the United States Department of Agriculture Forest Service's improvement efforts in the Manchester Ranger District of the Green Mountain National Forest.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Att_03 Hapgood Pond Rec Improvements_FSSS.pdf | ||
| Att_01 Schedule of Items.pdf | ||
| Att_05 Wage Determination VT20250062 Bennington Cty.pdf | ||
| 12445525Q0064 pdf.pdf | ||
| Att_02 SOW.docx | DOCX document |
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Text version
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture Forest Service
HAPGOOD POND RECREATION AREA IMPROVEMENTS
TRAVEL DIRECTIONS: FROM THE JUNCTION OF US ROUTE 7 & VT ROUTE 11/30, HEAD EAST ON VT ROUTE 11/30 FOR APPROX. 4.9 MILES, CONTINUE STRAIGHT ON VT ROUTE 11 EAST FOR 3.4 MILES.
TURN LEFT ONTO MAIN STREET FOR 0.3 MILES AND THEN TURN LEFT ONTO HAPGOOD POND ROAD
FOR 1.6 MILES UNTIL YOU REACH HAPGOOD POND CAMPGROUND ON THE LEFT.
PROJECT COORDINATES (LAT, LONG): 43.253002, -72.890011
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
5/8 /25
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STATE OF VERMONT
BENNINGTON COUNTY
(R9) EASTERN REGION
GREEN MOUNTAIN NATIONAL FOREST
MANCHESTER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER SHEET 04/30/2025
2 NOTES 04/30/2025
3 BOAT LAUNCH LAYOUT 04/30/2025
4 BOAT LAUNCH PLAN AND PROFILE 04/30/2025
5 BOAT LAUNCH TYPICAL SECTIONS 04/30/2025
6 TRAIL TYPICAL SECTIONS 04/30/2025
PROJECT LOCATION:
PERU, VERMONT
MAIN STREET
HAPGOOD POND ROAD
BOAT LAUNCH
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CANADA
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ORLEANS
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ESSEX
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WASHINGTON
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LAMOILLE
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FRANKLIN
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GRAND ISLE
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ADDISON
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CHITTENDEN
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ORANGE
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CALEDONIA
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WINDSOR
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RUTLAND
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BENNINGTON
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WINDHAM
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NEW YORK
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MASSACHUSETTS
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NEW HAMPSHIRE
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
5/8 /25
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EASTERN REGION
HAPGOOD POND
RECREATION
AREA
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
NOTES
04/30/2025
A.HILL
A.HILL
B.C.AUSTIN
C-01 2 6
SCOPE OF WORK:
THE PROJECT WORK SHALL GENERALLY INCLUDE, BUT IS NOT LIMITED TO: LAYOUT AND CONSTRUCTION OF AGGREGATE
SURFACE TRAIL AND PRECAST CONCRETE PEDESTRIAN BOAT LAUNCH.
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-14, U.S. CUSTOMARY UNITS AND ITS LATEST REVISION; AND ALL FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS ATTACHED TO THIS TASK ORDER.
2. DIMENSIONS, ANGLES, BEARINGS, AND ELEVATIONS SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM LIMITED FIELD INVESTIGATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING FIELD MEASUREMENTS OF ALL EXISTING FEATURES TO ASSURE CONSISTENCY WITH THE PROPOSED CONSTRUCTION. ANY DISCREPANCIES IN DIMENSIONS, CHARACTER OR EXTENT OF THE EXISTING FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR) BEFORE ADVANCING THE WORK.
3. ALL DIMENSIONS ARE HORIZONTAL OR VERTICAL, AND ARE GIVEN AT 68 DEGREES FAHRENHEIT, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL REVIEW AND UNDERSTAND ALL APPLICABLE ENVIRONMENTAL PERMITS AND SHALL ENSURE THAT
ALL CONSTRUCTION CONDITIONS ARE MET.
5. 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.
6. TOPOGRAPHIC INFORMATION WAS DEVELOPED FROM A FIELD SURVEY PERFORMED BY THE FOREST SERVICE ON NOVEMBER 25, 2024 USING A TOTAL STATION INSTRUMENT. ELEVATIONS ON THESE PLANS ARE BASED ON AN ARBITRARY
DATUM. HORIZONTAL POSITIONS ARE BASED ON AN ARBITRARY COORDINATE SYSTEM.
7. 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. CONTRACTOR SHALL COORDINATE WITH COR AND PROVIDE NOTICE OF MINIMUM 7 DAYS PRIOR TO MOBILIZING TO SITE. A CURRENT LIST OF NON-NATIVE INVASIVE SPECIES OF CONCERN TO THE FOREST SERVICE IS AVAILABLE UPON
REQUEST.
CONSTRUCTION NOTES:
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFE PRIOR TO ANY EXCAVATION WORK.
9. WORK SHALL OCCUR AFTER SEPTEMBER 1, 2025 (LABOR DAY), AND SHALL BE PLANNED, COORDINATED, AND EXECUTED SO AS TO LIMIT THE CLOSURE DURATION OF HAPGOOD POND RECREATION AREA. CONTRACTOR SHALL PROVIDE BARRICADES AND SIGNAGE TO CLOSE THE WORK SITE TO THE PUBLIC AND KEEP THE ROAD CLEAR WHICH IS INCIDENTAL TO ALL OTHER
WORK. DRAINING OF THE POND SHALL BEGIN ON SEPTEMBER 2, 2025.
10. THE PROPOSED ALIGNMENT OF THE TRAIL SHALL BE STAKED OR FLAGGED ALONG THE CENTER LINE OR BOTH EDGES AND APPROVED PRIOR TO CONSTRUCTION. ALL CURVES AND VERTICAL INTERSECTION SHALL BE STAKED AND CLEARLY LABELED SO THAT THE CONTRACTOR AND COR CAN CHECK THE CONSTRUCTION FOR QUALITY ASSURANCE PRIOR TO, DURING, AND AFTER CONSTRUCTION. CURVE AND VERTICAL INTERSECTION STAKES ARE NOT TO BE REMOVED UNTIL FINAL ACCEPTANCE OF THE TRAIL IS PROVIDED BY THE COR. CONSTRUCTION SURVEY AND STAKING SHALL BE PAID UNDER ITEM 15201.
11. THE PROPOSED ALIGNMENT MAY BE ADJUSTED TO AVOID OBSTACLES SUCH AS LARGE TREES, BOULDERS, OR POORLY DRAINED AREAS SO LONG AS THE OVERALL DIMENSIONS (LENGTH, WIDTH, AND GRADE) AND CHARACTER ARE GENERALLY MAINTAINED. PROPOSED CHANGES SHALL BE BROUGHT TO THE ATTENTION OF, AND APPROVED BY THE COR PRIOR TO
CONSTRUCTION.
12. REMOVE VEGETATION AND TOPSOIL FROM AREA UNDER THE PROPOSED TRAIL. CONSERVE TOPSOIL AND PLACE ON TRAIL SHOULDER SIDE SLOPES AND PREPARE AS SEED BED. ANY EXCESS GRUBBING MATERIAL TO BE DISPOSED OF OFFSITE UNLESS OTHERWISE DIRECTED BY COR. PAYMENT FOR CLEARING AND GRUBBING SHALL BE UNDER ITEM 20101.
13. DISTURBED SOIL WITHIN LIMITS OF MOWED TURF TO BE SEEDED WITH SHADE TOLERANT STANDARD LAWN SEED. SEED TO BE SUBMITTED TO COR FOR APPROVAL PRIOR TO SOWING. SOW ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
PAYMENT FOR ALL SEEDING SHALL BE UNDER ITEM 62503, "SEEDING, DRY METHOD".
14. 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. CONTRACTOR SHALL USE
APPROPRIATE SEED AS APPROVED BY COR.
15. ALL WASTE MATERIAL, EXCEPT AS NOTED, INCLUDING UNUSED EXCAVATED MATERIAL, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF U.S. GOVERNMENT (NATIONAL FOREST) LAND AT AN APPROVED
LOCATION. THERE ARE NO GOVERNMENT DISPOSAL SITES OR PITS.
16. ALL GEOSYNTHETIC MATERIAL USED IN THIS PROJECT SHALL BE NON-WOVEN GEOTEXTILE, CLASS 1, TYPE E AS DESCRIBED
IN SPECIFICATION SECTION 704.01. PAYMENT SHALL BE UNDER ITEM 20701.
17. THE COLOR OF STONE USED FOR RIP RAP AND TRAIL SURFACE AGGREGATE SHALL BE EITHER EARTH TONES OR MEDIUM TO DARK GRAY. ALL AGGREGATE SHALL BE APPROVED BY THE COR PRIOR TO PLACEMENT. WHITE AGGREGATE IS NOT
ACCEPTABLE.
BOAT LAUNCH NOTES:
18. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING PRECAST SLAB DIMENSIONS, REINFORCEMENT, AND CONCRETE
SPECS FOR APPROVAL PRIOR TO INSTALLATION. SLABS SHALL BE SET AT THE ELEVATIONS AS SHOWN IN THESE PLANS.
COMPOSITION OF CONCRETE SHALL MEET OR EXCEED SPECIFICATIONS AS LISTED IN TABLE 601-1 OF FP-14.
TEMPORARY STAGING AREAS:
19. THE PRIMARY STAGING AREA SHALL BE THE HAPGOOD POND SITE PARKING AREA EAST OF THE SITE ENTRANCE. ANY
SECONDARY STAGING AREAS NEEDED SHALL BE APPROVED BY COR AND SHALL BE USED ONLY FOR THE TEMPORARY STORAGE OF MATERIALS. STAGING OF MATERIALS OR EQUIPMENT SHALL NOT IMPEDE ACCESS OR PARKING AT THE SITE.
VEGETATION UNDER STOCKPILES SHALL BE PROTECT BY GEOTEXTILE FABRIC OR OTHER APPROVED METHOD.
20.STAGING AREAS SHALL BE FREE OF ANY REMAINING CONSTRUCTION MATERIALS AFTER THEIR USE. VEGETATION MUST BE RE-ESTABLISHED WHERE SOIL HAS BEEN DISTURBED OR WHERE THE EXISTING VEGETATION WAS DAMAGED.
DECOMPACTION OF SOIL MAY BE NECESSARY. SEED WITH APPROPRIATE SEED PER PRIOR NOTES.
EROSION CONTROL NOTES:
21.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 15713, "SOIL EROSION & POLLUTION CONTROL".
22.THE CONTRACTOR SHALL PHYSICALLY MARK OFF LIMITS OF NECESSARY ONSITE LAND DISTURBANCE WITH TAPE OR OTHER METHODS AND REVIEW WITH WORKERS AND SUBCONTRACTORS SO THAT ALL INDIVIDUALS CAN SEE THE AREAS TO BE
PROTECTED.
23.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.
24.THE CONTRACTOR SHALL DIVERT OFFSITE STORMWATER RUNOFF FROM HIGHLY ERODIBLE AREAS AND STEEP SLOPES AND CONVEY OFFSITE STORMWATER RUNOFF TO STABLE AREAS. INSTALL SILT FENCE PRIOR TO CLEARING AND GRUBBING AND INSTALL NECESSARY EROSION AND SEDIMENT CONTROL PRACTICES AS WORK TAKES PLACE. SILT FENCE SHALL BE
INSTALLED ACROSS THE SLOPE, PARALLEL TO CONTOURS, AND TURNED UP AT ENDS.
25.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.
26. ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN BUT NOT INCLUDED AS A SEPARATE PAY ITEM SHALL BE PAID FOR
UNDER ITEM 15713, "SOIL EROSION & POLLUTION CONTROL".
27.THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL
DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.
28. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE AT THE PERIMETER AND COVERED WITH A BLANKET OF
STRAW MULCH.
29.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 INSURE 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 INSURE THEY ARE IN GOOD CONDITION BEFORE RAINFALL AND TO REMOVE EXCESSIVE
BUILDUP OF SILT AND DEBRIS AFTER THE STORM EVENT.
30. 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.
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E
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N (F
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BOAT LAUNCH PROFILE
0+00
STA2
#6 REBAR
X: 8047.25 Y: 4870.19 Z: 100.10
-10.00%
ST
A
0+
B
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C H
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N45°10'16"W
10.91'
N42°41'29"W 6.12'
N29°21'37"W
32.94'
EXISTING
EDGE OF ROAD
PROPOSED PRECAST CONCRETE
PROPOSED AGGREGATE TRAIL
EXISTING TRAIL EDGE
PROPOSED VEHICLE
LOADING/ UNLOADING ZONE
OBSERVED
EDGE OF WATER
HAPGOOD POND
N42°41'29"W 6.12'
N29°21'37"W
32.94'
N42°41'29"W 6.12'
N29°21'37"W
32.94'
N42°41'29"W 6.12'
N29°21'37"W
32.94'
N42°41'29"W 6.12'
N29°21'37"W
32.94'
BEGIN CONCRETE
STA: 0+25.00
NORTHING: 4986.99
EASTING: 7970.40
BEGIN TRAIL
STA: 0+00.00
NORTHING: 4967.86
EASTING: 7986.19
0+
0+
0+
STA1
#6 REBAR
X: 8000.00 Y: 5000.00 Z: 100.00
END CONCRETE
STA: 0+47.00
NORTHING: 5005.78
EASTING: 7959.83
N78°10'48"W42.75'
S5 2°
'1
4" W
.5
3'
S2 3°
'5
9" W
.9
8'
167°
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STATION (F
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PL CL PROFILE
0+00
0+13 -1.93% -7.99% -2.42%
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
5/8 /25
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R9
EASTERN REGION
HAPGOOD POND
RECREATION
AREA
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
BOAT LAUNCH LAYOUT
04/30/2025
A.HILL
A.HILL
B.C.AUSTIN
C-02 3 6
BOAT LAUNCH LAYOUT
Feet 0 20 40
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EXISTING EDGE OF ROAD
EXISTING TRAIL EDGE
TR
AIL TO
D
AM
PROPOSED VEHICLE LOADING/ UNLOADING ZONE,
12" TRAIL SURFACE AGGREGATE.
MATCH GRADE TO EXISTING ROAD AND TRAIL.
LIMITS TO BE FLAGGED BY COR.CONSTRUCT SWALE TO
DIVERT WATER AWAY FROM TRAIL,
TYPICAL BOTH SIDES
OBSERVED
EDGE OF WATER
PROPOSED EDGE OF
AGGREGATE TRAIL
CLASS 3 RIPRAP
PRECAST CONCRETE SLABS
HAPGOOD POND
5'
22'
0+
0+
0+
PROPOSED BOAT
LAUNCH CENTERLINE
STA1
#6 REBAR
X: 8000.00 Y: 5000.00 Z: 100.00
END CONCRETE
STA 0+47
BEGIN TRAIL
STA 0+00
BEGIN CONCRETE
STA 0+25
3H :1V
3H :1V
50'
R=20
R=13
R=20
CONNECT VEHICLE PULL-OFF AREA
TO EXISTING TRAIL. MATCH EXISTING
GRADES AND TRAIL WIDTH.
9'
C 6
C 6
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STATION (FEET)
0+00 0+50
-2.00% -12.00% -33.93%
-10.00%
ST
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7.
7'
PROPOSED
GRADE
EXISTING GROUND
WATER SURFACE
TRAIL SURFACE AGGREGATE PRECAST CONCRETE SLAB
MATCH EXISTING
MATCH EXISTING
FOUNDATION FILL
CLASS 3 RIPRAP
FILL WITH
EXCAVATED
MATERAIL
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
5/8 /25
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R9
EASTERN REGION
HAPGOOD POND
RECREATION
AREA
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
BOAT LAUNCH PLAN
AND PROFILE
04/30/2025
A.HILL
A.HILL
B.C.AUSTIN
C-03 4 6
BOAT LAUNCH PLAN
Feet 0 10 20
BOAT LAUNCH PROFILE
Feet 0 10 20
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6" PRECAST REINFORCED CONCRETE SLAB,
BY MANUFACTURER, BRUSHED FINISH,
OR APPROVED EQUAL
6" (TYP.)
10'
12" FOUNDATION FILL 704.01
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE EPREPARED SUBGRADE
1'-0"
(TYP.)
3H:1V OR FLATTER (TYP.)
CLASS 3 RIPRAP
EXISTING GROUND
CLASS 3 RIPRAP
2'
2'
PRECAST CONCRETE SLAB
FOUNDATION FILL
PREPARED SUBGRADE
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE E (TYP.)
EXISTING
GROUND
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
5/8 /25
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EASTERN REGION
HAPGOOD POND
RECREATION
AREA
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
BOAT LAUNCH TYPICAL
SECTIONS
04/30/2025
A.HILL
A.HILL
B.C.AUSTIN
C-04 5 6
PRECAST CONCRETE BOAT LAUNCH TYPICAL CROSS SECTION
NOT TO SCALE
BOAT LAUNCH TOE TYPICAL CROSS SECTION
NOT TO SCALE
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MATCH EXISTING GRADE MATCH EXISTING
TRAIL GRADE
MATCH EXISTING ROAD GRADE.
EXISTING ASPHALT SHALL NOT
BE DISTURBED.
12" TRAIL SURFACE AGGREGATE (TSA)
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE E (TYP.)
3" TSA
C TRAILL
2%
EXISTING GROUND
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE E
12" TRAIL SURFACE AGGREGATE (TSA)
FINISH GRADE
6"
1'
SWALE SIDE SLOPE
2H: 1V (TYP.)
2%
5'
STABILIZE SWALE WITH EROSION
CONTROL BLANKET TYPE 5.A (TYP.)
CLASS 3 RIPRAP
3H:1V OR FLATTER (TYP.)
TRAIL CONSTRUCTION NOTES:
1. EXCAVATE TO A MINIMUM OF THE DEPTH SHOWN. EXCAVATION TO BE PAID
UNDER ITEM 20407.
2. PREPARE SUBGRADE BY CLEARING AREA OF VEGETATION AND
OBSTRUCTIONS. SHAPE AND COMPACT UNTIL A UNIFORM SURFACE IS
ACHIEVED AND NO VISUAL DISPLACEMENT IS DETECTED.
3. TRAIL SURFACE AGGREGATE SHALL BE PAID UNDER ITEM 39901.
4. MULCH DISTURBED AREAS AND INSTALL EROSION CONTROL MATTING
WHERE SPECIFIED. EXCESS GRUBBING MATERIAL TO BE DISPOSED OF
OFFSITE. 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
5/8 /25
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EASTERN REGION
HAPGOOD POND
RECREATION
AREA
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
TRAIL TYPICAL
SECTIONS
04/30/2025
A.HILL
A.HILL
B.C.AUSTIN
C-05 6 6
VEHICLE PULL-OFF SECTION C-C
NOT TO SCALE
AGGREGATE TRAIL TYPICAL CROSS SECTION
NOT TO SCALE
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| Sheets and Views |
| PLANS_NO RAILING-COVER SHEET |
| OLE1 |
| PLANS_NO RAILING-C-01 |
| OLE1 |
| PLANS_NO RAILING-C-02 |
| OLE1 |
| PLANS_NO RAILING-C-03 |
| OLE1 |
| PLANS_NO RAILING-C-04 |
| OLE1 |
| PLANS_NO RAILING-C-05 |
| OLE1 |
| 2025-05-09T09:32:43-0400 | |
| BRIAN AUSTIN |
| 2025-05-09T13:41:20-0400 | |
| MARTINA BARNES |
| 2025-05-09T13:48:54-0400 | |
| JOHN SINCLAIR |
File details come from the government source that posted it. Updated .