Attachment 6 Grout Pond Plans.pdf
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- Attached to
- GAOA Grout Pond Site Repairs
- Solicitation number
- 12445526Q0038
About this file
This document is a design plan for the Grout Pond Trail Reconstruction and Improvements project at the Green Mountain National Forest in Manchester, Vermont. The project encompasses the reconstruction of approximately 4,200 feet of the Pond Loop Trail and optional improvements to campsite and privy access routes at the facility.
The base bid includes construction of 275 feet of new aggregate surface trail, restoration and resurfacing of 3,700 feet of existing trail, reconstruction of 500 feet of trail turnpiking, and installation of a 7-foot by 14-foot glulam deck bridge at station 8+23. The design specifications require compliance with Forest Service Standards for trail and bridge construction, including specific aggregate gradations for base and surface materials, geotextile specifications, and accessibility guidelines. Four optional bid items address campsite and privy access improvements: Option A comprises a 17-step stone staircase (50 feet); Option B covers access routes to campsites 1, 2, 3 and privy 1 with trail obliteration; Option C addresses campsites 4, 5, 6, 8 and privy 2 with obliteration; and Option D covers campsites 9, 10, 11 and privy 3 with obliteration. The project includes multiple culvert replacements with galvanized pipe arches, timber box culverts, and comprehensive erosion control measures requiring pre-construction submission of erosion and sediment control plans. Construction access utilizes the existing parking area as the primary staging location, and the design maintains ongoing access to the beach area throughout the project duration. Standard details specify treated timber components for bridges and culverts using southern pine with preservative treatment appropriate for ground contact applications.
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Other files
| File | Type | Posted |
|---|---|---|
| 12445526Q0038 Amendment 3.pdf | ||
| Attachment 2 Schedule ofItems REVISED4.28.2026.xlsx | XLSX spreadsheet | |
| QUESTIONS AND ANSWERS 20 April 26.docx | DOCX document | |
| 12445526Q0038 Amendment 1.pdf | ||
| Attachment 2 Schedule ofItems REVISED.xlsx | XLSX spreadsheet | |
| 12445526Q0038 Amd 2.pdf | ||
| Attachment 5 Grout Pond Supp Specs.pdf | ||
| Attachment 7 Wage Determination.pdf | ||
| 12445526Q0038 Grout Pond Site Repairs.pdf | ||
| Attachment 2 Schedule of Items.xlsx | XLSX spreadsheet | |
| Attachment 4 Grout Pond Trail Specs.pdf | ||
| Attachment 3 Statement of Work.pdf |
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Text version
SHEET OF
United States Department of Agriculture Forest Service
GROUT POND: POND LOOP - FOREST TRAIL 419
RECONSTRUCTION, AND IMPROVEMENTS
7/2 9/2
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VERMONT
WINDHAM COUNTY
R-09 EASTERN REGION
GREEN MOUNTAIN NATIONAL FOREST
MANCHESTER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVER 7/21/2025
2 NOTES 7/21/2025
3 PROJECT PLAN AND SHEET LAYOUT 7/21/2025
4 DETAILS 7/21/2025
5 POND LOOP PLAN STA 0+00 TO 10+50 7/21/2025
6 POND LOOP PLAN STA 10+50 TO 21+50 7/21/2025
7 POND LOOP PLAN STA 21+50 TO 31+75 7/21/2025
8 POND LOOP PLAN STA 31+75 TO 39+25 7/21/2025
9 PARKING TO POND LOOP CONNECTOR TRAIL PLAN AND PROFILE 7/21/2025
10 PARKING TO POND LOOP STAIRWAY 7/21/2025
11 TRAIL BRIDGE 419-0.156 SITE PLAN AND PROFILE 7/21/2025
12 SITE 1 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
13 SITE 2 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
14 PRIVY 1 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
15 SITE 3 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
16 SITE 4 ACCESS ROUTE PLAN 7/21/2025
17 SITE 4 ACCESS ROUTE PROFILES 7/21/2025
18 SITES 5, 6, 8, AND PRIVY ACCESS ROUTE PLAN 7/21/2025
19 SITES 5 AND 6 ACCESS ROUTE PROFILES 7/21/2025
20 SITE 8 ACCESS ROUTE PROFILE 7/21/2025
21 PRIVY 2 ACCESS ROUTE PROFILE, AND SITE 9 ACCESS ROUTE PLAN
AND PROFILE 7/21/2025
22 SITE 10 ACCESS ROUTE PLAN 7/21/2025
23 SITE 10 ACCESS ROUTE PROFILE 7/21/2025
24 SITE 11 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
25 PRIVY 3 ACCESS ROUTE PLAN AND PROFILE 7/21/2025
26 LONGITUDINAL GLULAM DECK PANEL TRAIL BRIDGE STD_963-20-01 7/21/2025
27 LONGITUDINAL GLULAM DECK PANEL TRAIL BRIDGE STD_963-20-02b 7/21/2025
28 LONGITUDINAL GLULAM DECK PANEL TRAIL BRIDGE STD_963-20-03b 7/21/2025
29 LONGITUDINAL GLULAM DECK PANEL TRAIL BRIDGE STD_963-20-04 7/21/2025
30 TIMBER SILL ON GEOCELL STD_965-10-01 7/21/2025
31 OBLITERATION OF TRAILS STD_911-60-01 7/21/2025
32 TIMBER BOX CULVERT STD_921-40-01 7/29/2025
PROJECT LOCATION MAPPROJECT LOCATION:
STRATTON, VERMONT
PROJECT LOCATION: GROUT
POND CAMPGROUNDGROUT POND ROAD
STRATTON-
ARLINGTON ROAD
(aka KELLEY STAND
ROAD)
TO STRATTON/ VT RT 100
TO SUNDERLAND/ US RT 7
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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
7/3 1/2
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EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
NOTES
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-01 02 32
SCOPE OF WORK:
1. THIS PROJECT ENTAILS THE RECONSTRUCTION OF APPROXIMATELY 4,200 FEET OF THE POND LOOP TRAIL AT GROUT
POND CAMPGROUND AND OPTION ITEMS TO CONSTRUCT IMPROVED ACCESS ROUTES TO EXISTING CAMPSITES
AND PRIVIES. THE BASE BID INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING TASKS:
· CONSTRUCTION OF 275 FEET OF NEW AGGREGATE SURFACE TRAIL,
· RESTORATION AND RESURFACING OF 3,700 FEET OF EXISTING TRAIL,
· RECONSTRUCTION OF 500 FEET OF TRAIL TURNPIKING, AND
· INSTALLATION OF A 7'x14' GLULAM DECK BRIDGE
BID OPTION ITEMS WILL BE AWARDED DEPENDING ON THE AVAILABILITY OF FUNDING. THE OPTIONS ITEMS ARE AS
FOLLOWS:
BID OPTION A:
· CONSTRUCTION OF 17-STEP OVERLAPPING STONE STAIR CASE, APPROXIMATE LENGTH OF 50FT.
BID OPTION B:
· CONSTRUCTION OF ACCESS ROUTES TO CAMPSITES 1, 2, AND 3, AND PRIVY 1.
· OBLITERATION OF EXISTING ACCESS ROUTES
BID OPTION C:
· CONSTRUCTION OF ACCESS ROUTES TO CAMPSITES 4, 5, 6, AND 8, AND PRIVY 2.
· OBLITERATION OF EXISTING ACCESS ROUTES
BID OPTION D:
· CONSTRUCTION OF ACCESS ROUTES TO CAMPSITES 9, 10, 11, AND PRIVY 3.
· OBLITERATION OF EXISTING ACCESS ROUTES
GENERAL NOTES:
2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
TRAILS AND TRAIL BRIDGES ON FOREST SERVICE PROJECTS U.S. Customary Units National Technology and Development Program 10/30/2014 ; AND ALL SUPPLEMENTAL SPECIFICATIONS ATTACHED TO THIS CONTRACT
3. DIMENSIONS, ANGLES, BEARINGS, AND ELEVATIONS OF THE EXISTING TRAIL 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 DESIGNATED COR BEFORE ADVANCING THE WORK.
4. THE CONTRACTOR SHALL PROVIDE A SPILL PREVENTION PLAN, AND SHALL PROVIDE A SPILL KIT ON SITE AT ALL TIMES WHILE MACHINERY IS ONSITE. THIS SHALL BE PAID FOR INDIRECTLY THROUGH OTHER CONTRACT ITEMS.
5. TOPOGRAPHIC INFORMATION WAS DEVELOPED FROM A FIELD SURVEY PERFORMED BY THE FOREST SERVICE FROM OCTOBER 2022 TO DECEMBER 2023 USING A COMBINATION OF REAL-TIME KINEMATIC GPS AND TOTAL STATION
SURVEY EQUIPMENT.
6. 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 DESIGNATED 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.
CONSTRUCTION NOTES:
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFE PRIOR TO ANY EXCAVATION WORK.
8. THE CONTRACTOR SHALL SUBMIT A SAFETY AND SIGN PLAN TO THE DESIGNATED COR FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION COMMENCING.
9. WORK SHALL BE PLANNED, COORDINATED, AND EXECUTED SO AS TO LIMIT THE CLOSURE DURATION OF THE GROUT
POND RECREATION AREA.
10. THE FOREST SERVICE SHALL STAKE THE SPECIFIED WORK OF THIS CONTRACT.
11. PROPOSED MINOR ADJUSTMENTS TO THE HORIZONTAL AND VERTICAL ALIGNMENTS TO AVOID OBSTACLES SUCH AS LARGE TREES, BOULDERS, OR POORLY DRAINED AREAS WILL BE CONSIDERED. CHANGES PROPOSED BY THE CONTRACTOR MUST MEET USFS ACCESSIBILITY GUIDELINES AND TYPICAL DIMENSIONS (WIDTH, GRADES [SEE TABLE 7.4.3.1 BELOW] AND APPROXIMATE LENGTH) ,AND MATCH THE CHARACTER IN THESE PLANS. PROPOSED CHANGES SHALL BE BROUGHT TO THE ATTENTION OF AND APPROVED BY THE CONTRACTING OFFICER'S
REPRESENTATIVE PRIOR TO CONSTRUCTION.
12. REMOVE VEGETATION AND TOPSOIL FROM AREA UNDER THE PROPOSED TRAIL AND AREAS OF EXCAVATION AND EMBANKMENT. EXCAVATE SUBSOIL TO PROPOSED SUBBASE GRADE. CONSERVE GRUBBING MATERIAL, TOPSOIL, AND SUITABLE EXCAVATED MATERIAL FOR FUTURE ONSITE USE. SUITABLE EXCAVATED MATERIAL SHALL BE USED AS FILL TO ACHIEVE PROPOSED SUBBASE GRADES. STOCKPILED TOPSOIL SHALL BE USED TO CONSTRUCT EMBANKMENT
SIDESLOPE AND TRAIL SHOULDERS.
13. PLACED TOPSOIL AND GRUBBING MATERIAL SHALL BE PREPARED AS SEEDBED PRIOR TO SEEDING. IF SUFFICIENT
14. 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.
15. 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. ALL DISTURBED AREAS SHALL BE SEEDED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS AND
MOIST SITES BY NEW ENGLAND WETLAND PLANTS, OR APPROVED EQUAL.
16. TREES TO BE REMOVED BY CONTRACTOR WILL BE MARKED WITH YELLOW PAINT OR OTHERWISE CLEARLY FLAGGED BY DESIGNATED COR. ALL PORTION OF THE TREE FROM THE STUMP UP (TRUNK AND BRANCHES/SLASH) TO BE REMOVED FROM THE SITE BY THE CONTRACTOR. TREES SHALL BE FELLED TO MINIMIZE DAMAGED TO OTHER TREES AND PROPERTY. REPAIR OF ANY DAMAGE SUSTAINED AS A RESULT OF TREE FELLING WILL BE THE CONTRACTOR'S
RESPONSIBILITY.
20. ALL GEOSYNTHETIC MATERIAL USED IN THIS PROJECT SHALL BE NON-WOVEN GEOTEXTILE, CLASS 1, TYPE E AS DESCRIBED IN SPECIFICATION SECTION 704.01 OF 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;
21. 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 DESIGNATED COR PRIOR TO PLACEMENT.
WHITE AGGREGATE IS NOT ACCEPTABLE.
TEMPORARY STAGING AREAS AND CONSTRUCTION ACCESS:
31. THE PRIMARY STAGING AREA SHALL BE THE GROUT POND SITE PARKING AREA. ANY SECONDARY STAGING AREAS
NEEDED SHALL BE APPROVED BY DESIGNATED COR AND SHALL BE USED ONLY FOR THE TEMPORARY STORAGE OF MATERIALS. STAGING OF MATERIALS OR EQUIPMENT SHALL NOT IMPEDE ACCESS OR PARKING OUTSIDE OF THE
DESIGNATED AREA.
32. 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.
33. ACCESS TO THE GROUT POND BEACH AREA IS TO REMAIN OPEN THROUGHOUT THE PROJECT. WORK SHOULD BE
SEQUENCED TO MINIMIZE CLOSURE OF ALL OTHER PARTS OF THE CAMPGROUND.
EROSION CONTROL NOTES:
34. 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 MEET THE REQUIREMENTS AS SPECIFIED IN THE LATEST VERSION OF THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL (VERMONT DEC). THIS SHALL BE PAID FOR UNDER ITEM 15713, "SOIL
EROSION & POLLUTION CONTROL".
35. 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.
36. 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.
37. 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.
38. 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.
39. ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN BUT NOT INCLUDED AS A SEPARATE PAY ITEM SHALL BE
CONSIDERED INCIDENTAL TO THE PROJECT.
40. THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY
ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.
41. ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE AT THE PERIMETER.
42. 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 DESIGNATED 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 INSURE THEY ARE IN GOOD CONDITION BEFORE RAINFALL AND TO REMOVE EXCESSIVE BUILDUP OF SILT AND DEBRIS AFTER THE STORM EVENT.
43. AFTER THE PERMANENT EROSION CONTROL MEASURES ARE INSTALLED AND APPROVED BY THE DESIGNATED COR, TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR OFF GOVERNMENT LAND. COST FOR DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO INSTALLATION.
BASE AGGREGATE
SIEVE SIZE PERCENT BY MASS
PASSING SIEVE
2.5 INCH 100
2 INCH
1.5 INCH
1 INCH 60-85
4 INCH
1/2" INCH
8 INCH
NO. 4 20-50
NO. 40
NO. 200 0-7
TRAIL SURFACE AGGREGATE
SIEVE SIZE PERCENT BY MASS
PASSING SIEVE
1/2 INCH 100
3/8 INCH 96-100
NO. 4 75-90
NO. 8 55-75
NO. 16 35-50
NO. 200 12-20
TRAIL SURFACE AGGREGATE RECIPE:
COMBINE EXISTING AGGREGATES AND WATER IN THE RATIO:
· 1 PART AASHTO # 8
· 4 PARTS UNWASHED AASHTO # 10 (OR B3 SAND)
· 1 PART MINUS #200 FINES (COLLECTOR FINES)
AGGREGATE MUST BE PLACE AT OPTIMAL MOISTURE
CONTENT. THE MATERIAL SHALL BE DAMP BUT NOT
SATURATED. CONTRACTOR IS RESPONSIBLE FOR
IMPROVING/MAINTAINING MOISTURE CONTENT TO ACHIEVE
OPTIMAL LEVELS AT THE TIME OF INITIAL PLACEMENT AND
COMPACTION.
COMPACT 6FT AND WIDER TRAILS WITH VIBRATORY ROLLER.
4FT WIDE TRAILS CAN BE COMPACTER WITH VIBRATORY
PLATE COMPACTOR.
COMPACT UNTIL NO VISUAL DISPLACEMENT CAN BE
DETECTED (MINIMUM THREE PASSES).
CLASS 1 RIPRAP
% of Rock Equal or Smaller by Count, Range of Intermediate Dimensions, inches
10 9-15 85 7-11
50 5-8 15 3-6
AGGREGATE SPECIFICATIONS AND NOTES
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E
ARMOR SHOULDER WITH
CLASS 0 RIPRAP. SEE
SUPPLEMENTAL
SPECIFICATIONS
EXISTING TOILET BUILDING
LOCATION OF STAIR SETS SHOWN ARE
APPROXIMATE. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AND
APPROVED BY COR PRIOR TO FINAL
CONSTRUCTION
INSTALL STONE STEPS.
PROFILE BELOW
PROPOSED
CONNECTOR
TRAIL
0+00
5+
10+00 15+00
20+00
25+00
30+00
35+00
40+00
+0
045+24
EXISTING PARKING
AND PROPOSED
CONSTRUCTION
STAGING
FT 419 - PO
N
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O P
TO
BEAC
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TO
C
AM
PS
IT
ES
-1
EXISTING EDGE OF TRAIL
EXISTING
PARKING LOT
GROUT POND
SH
EE
T
ST
A
0+
T O
+5
SHEET 6
STA 10+50 TO 21+50
SHEET 7
STA 21+50 TO 31+75
SHEET 8
STA 31+75 TO 39+25
SITE 1
SITE 2
SITE 3
PRIVY 1
SITE 4
PRIVY 2
SITE 6
SITE 8
SITE 9
SITE 10
SITE 11
GROUT
PO
ND R
OAD
TO
S
TR
AT
TO
N-
AR
LIN
GTO
N R
OAD
GROUT
POND
PRIVY 3
SITE 5
BID OPTION C
BID OPTION B
BID OPTION D
BID OPTION A
STONE STAIRWAY
PROJECT PLAN AND SHEET LOCATIONS
PROJECT PLAN
AND SHEET
LAYOUT
C-02DRAWN
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
7/3 1/2
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EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
J. KROHN
J. KROHN
B.C. AUSTIN
03 32
Feet
10005000
SITE 10
SITE 9
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1'
2%-4% OUTSLOPE
1'
TYPICAL NEW/RESURFACED TRAIL SECTION WITH DITCH
STA 2+80 TO 39+25
NOT TO SCALE
1'
EXISTING GROUND
NON-WOVEN
GEOTEXTILE
CLASS 1, TYPE E,
WHERE SPECIFIED. SEE
FP-14 SECTION 714.
TRAIL SURFACE AGGREGATE. DEPTH AS
SPECIFIED IN PLAN SHEETS
2H (MIN): 1V ON
FILL SLOPES
DITCH SIDE
SLOPE
1H(MIN): 1V
EXTEND EMBANKMENT TO EXISTING
GROUND SURFACE WITH SUITABLE
EXCAVATED MATERIAL.
6" BASE AGGREGATE WHERE SPECIFIED IN
PLAN SHEETS.
NOTES:
1. UNCLASSIFIED BORROW. FURNISH A SUITABLE
MATERIAL CONFORMING TO THE FOLLOWING:
(A) MAXIMUM PARTICLE SIZE 24 IN (600 MM)
(B) SOIL CLASSIFICATION, AASHTO M 145 A-1, A-3, OR
A-2-4
2. SUITABLE EXCAVATED MATERIAL IS ACCEPTABLE ON
SHOULDERS AND SIDESOPES. IF SUFFICIENT MATERIAL
IS NOT AVAILABLE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING UNCLASSIFIED BORROW TO USE TO
CONSTRUCT SHOULDERS AND SIDE SLOPES.
CLEARING LIMIT
UPHILL
WIDTH
10 FT
CLEARING LIMIT
DOWNHILL
WIDTH
10 FT
TRIM BRANCHES
FLUSH WITH
BRANCH COLLAR
AT TRUNK
CLEARING
HEIGHT
10 FT
CL
DOWNHILL
CLEAR ZONE
WIDTH
6 FT FOR POND LOOP
4 FT FOR ACCESS TRAILS
UPHILL CLEAR ZONE
WIDTH
6 FT FOR POND LOOP
4 FT FOR ACCESS
TRAILS
NOTES:
1. REMOVE TREES AND
OBSTACLES FROM THE "CLEAR
ZONE"
2. REMOVE TREE BRANCHES FROM
THE "CLEARING LIMITS".
BRANCHES TO BE CUT FLUSH
WITH BRANCH COLLAR AT
TRUNK.
3. RESPECTIVE DIMENSIONS APPLY
TO ALL OF POND LOOP TRAIL
AND ALL ACCESS ROUTES
CLEARING LIMIT DETAIL
NOT TO SCALE
2%-3%
OUTSLOPE
1.00'
1'
NOTE:
REFER TO SPECIFICATION
SECTION 911.30-EXISTING TRAIL
RESTORATION.
TYPICAL EXISTING TRAIL RESTORATION
POND LOOP STA 2+80 TO 39+25
NOT TO SCALE
USE UNCLASSIFIED BORROW USE SUITABLE
EXCAVATED MATERIAL TO CREATE
SHOULDERS. MINIMUM WIDTH OF 1'.
OUTSLOPE AT 5-10%
8' FOR STA 2+80 TO 8+23
6' FOR STA 8+37 TO 39+25
CL
REMOVE ALL VEGETATION AND ORGANIC OR
OTHERWISE UNSUITABLE MATERIAL FROM
TRAIL SURFACE. REGRADE TRAIL WITH CROWN
OR OUTSLOPE OF 2-3%. PLACE AND SURFACE
AGGREGATE WHERE NOTED.
REMOVE WOODY
VEGETATION, DEBRIS, AND
BERMS FROM TRAIL
SHOULDERS. SHAPE TO
PROVIDE POSITIVE DRAINAGE
AWAY FROM TRAIL.
EXCAVATE AND RESHAPE DITCHES TO ORIGINAL
DIMENSIONS OR MINIMUM DIMENSIONS SHOWN
(WHICHEVER IS GREATER). MAINTAIN 1H MIN:1V
FORESLOPES AND BACKSLOPES. EXCAVATED
MATERIAL TO BE USED ON SITE OR SCATTERED
OUTSIDE OF TRAIL CORRIDOR.
WIIDTH VARIES
MATCH EXISTING
CL
6'
1'
2-4% OUTSLOPE
TYPICAL SINGLE-SIDED TURNPIKE DETAIL
STA 39+25 TO 44+85
NOT TO SCALE
1'
6" SURFACE AGGREGATE
DITCH SIDE
SLOPE
1H(MIN): 1V
6" BASE AGGREGATE
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE E
ROCK RETAINER. MINIMUM WEIGHT 80LB.
MINIMUM OF APPROXIMATELY 23 OF MASS
MUST BE EMBEDDED INTO EARTH.
MEDIAN DIAMETER 18" MINIMUM.
VARIES
CL
TYPICAL CULVERT PROFILE DETAIL
NOT TO SCALE
2-5% SLOPE
BEDDING MATERIAL
CONSTRUCT EMBANKMENT
WITH 4H:1V SLOPE. EXTEND
TO MEET EXISTING GROUND
PROPOSED CULVERT
12" MINIMUM
COVER
EARTHEN DITCH BLOCK WITH
SUITABLE EXCAVATED MATERIAL.
OMIT IN SAGS OR WHERE DITCH
SLOPES ARE LESS THAN 2%.
6" TRAIL SURFACE AGGREGATE (TSA)
NOTE: DETAIL APPLIES
TO ALL CULVERT
SHAPES AND SIZES.
CL
4' TYPICAL
2%-4% OUTSLOPE
REFER TO TRAIL CONSTRUCTION NOTES ON SHEET C-02
TYPICAL CAMPSITE AND PRIVY ACCESS TRAIL
CROSS SECTION
NOT TO SCALE
6' TYP
EXISTING GROUND
NON-WOVEN GEOTEXTILE
CLASS 1, TYPE E
6" SURFACE AGGREGATE
4H (MIN): 1V ON
FILL SLOPES
EXTEND EMBANKMENT TO EXISTING
GROUND SURFACE WITH UNCLASSIFIED
BORROW OR SUITABLE EXCAVATED
MATERIAL
6" BASE AGGREGATE
1H: 1V MAX
SLOPE ON
BACKSLOPE
NOTE: APPLIES TO ALL
CAMPSITE AND PRIVY ACCESS
ROUTES.
1' MIN
3' MIN
1' M
IN 1 V
1 H MIN
TYPICAL DITCH DETAIL7 04
DETAILS
C-03DRAWN
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
7/3 1/2
5 1 4:
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EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
J. KROHN
J. KROHN
B.C. AUSTIN
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0+
0+
1+
1+
2+
2+50
3+00
3+50
4+00
4+50
5+00 5+
6+
6+
7+
7+
8+
8+
9+
9+
+0
+5
50+00
+5
51+00
51+50 52 +0
+5
+7
GROUT POND
GROUT POND ROAD
TO STRATTON-
ARLINGTON ROAD
CONSTRUCTION
STAGING
STA 8+23 REMOVE EXISTING CMP AND
CONCRETE CULVERTS. CONSTRUCT 6' WIDE
x 14' LONG LONGITUDINAL GLULAM DECK
PANEL TRAIL BRIDGE. SEE SHEETS 26-30.
STA 8+37 BEGIN RESURFACING WITH
6" OF TRAIL SURFACE AGGREGATE
(TSA), 6' WIDTH. SUITABLE EXCAVATED
MATERIAL ACCEPTABLE TO CREATE
SHOULDERS. SEE DETAIL 2 SHEET 4
STA 0+00 TO 2+80 TO REMAIN
AS IS. THIS PORTION OF
TRAIL TO REMAIN OPEN
DURING CONSTRUCTION,
PROVIDING ACCESS TO
BEACH AREA
STA 6+55 END DITCHING BOTH SIDES. ADD
DITCH RELIEF SWALE AWAY FROM TRAIL ON
EACH SIDE. EXTEND TO DAYLIGHT MAXIMUM
30' FROM TRAIL
STA 6+00 CONSTRUCT DITCH RELIEF
SWALE RIGHT SIDE, EXTEND TO DAYLIGHT
WITH A MAXIMUM LENGTH OF 30'. BEGIN
EXCAVATION OF NEW DITCH BOTH SIDES.
STA 9+90 REPLACE 18"
CMP WITH 24"x18"x15'
GALVANIZED PIPE ARCH
BEGIN PROJECT
EXISTING TOILET
BUILDING TO REMAIN
CONSTRUCT NEW AGGREGATE SURFACE
TRAIL MEETING FOREST SERVICE
OUTDOOR RECREATION ACCESSIBILITY
GUIDELINES. SEE SHEET 9.
CONSTRUCT NEW
STONE-TREAD
STAIRCASE. SEE
SHEET 10.
EXISTING CONSTRUCTION
ACCESS TO BE UTILIZED AND
OBLITERATED AFTER
COMPLETION OF PROPOSED
TRAIL WORK.
EXISTING PARKING TO REMAIN
OPEN TO EXTENT PRACTICABLE.
· STA 2+80 TO 39+25 TRAIL RESTORATION
ACCORDING TO SPECIFICATION SECTION 911.30,
SEE DETAIL 1 SHEET 4
· STA 2+80 TO 8+23 RESURFACING WITH 8" OF TRAIL
SURFACE AGGREGATE (TSA), 8' WIDTH, SEE
DETAIL 2 SHEET 4.
STA 8+23 END TRAIL RESURFACING, 8FT
WIDTH.
STA 10+35 INSTALL 17"x13"x15'
GALVANIZED PIPE ARCH. EXCAVATE
OUTLET DITCH TO DAYLIGHT (MAX
LENGTH 25')
CATAMOUNT TRAIL INTERSECTION. CREATE
SMOOTH TRANSITION TO EXISTING
CATAMOUNT TRAIL.
S
TA
M
AT
C
H T
O S
H
EE
T
+5
STATION 0+00 TO 10+50
Feet
2001000
POND LOOP PLAN
STA 0+00 TO 10+50
C-04DRAWN
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
7/3 1/2
5 1 4:
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P7 8.D
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R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
7/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
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+5
0 11 +0
+5
+0
+5
0 13 +0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
0+00
0+
1+
1+50
0+00 0+ 50 1+00 1+
2+ 002+
0+00
0+
1+ 001+30
0+00
0+
1+
1+
1+77
1+00
SITE 1
SITE 2
PRIVY 1
SITE 3
STA 12+54 REPLACE
EXISTING 15" CMP
WITH 17"x13"x15'
GALVANIZED PIPE
ARCH
STA 14+12 REPLACE
EXISTING 15" CMP
WITH 17"x13"x12'
GALVANIZED PIPE
ARCH
STA 15+15 REPLACE
EXISTING 15" CMP
WITH 17"x13"x15'
GALVANIZED PIPE
ARCH
OPTION ITEM: CONSTRUCT 4'
WIDE AGGREGATE SURFACE
TRAIL TO SITE 1. SEE PLAN AND
PROFILE ON SHEET 12.
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO PRIVY 1.
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO SITE 2. SEE
PLAN AND PROFILE ON
SHEET 14 AND DETAIL
SHEET 4.
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO SITE 3. SEE
DETAIL SHEET 4
STA 18+90 REPLACE
EXISTING CMP WITH
17"x13"x12'
GALVANIZED PIPE
ARCH
STA 16+24 REPLACE
EXISTING CMP WITH
17"x13"x15' GALVANIZED
PIPE ARCH
STA 17+77 REPLACE
EXISTING CMP WITH
17"x13"x12'
GALVANIZED PIPE
ARCH
OPTION ITEM: OBLITERATE
EXISTING TRAIL. SEE
APPLICABLE DETAIL ON
SHEET 31 AND PLAN AND
PROFILE SHEET FOR MORE
INFORMATION(TYP)
OPTION ITEM: OBLITERATE
EXISTING TRAIL. SEE
APPLICABLE DETAIL ON
SHEET 31. CHECK DAM
SPACING TO BE 15' .
CREATE SMOOTH
TRANSITION TO
EXISTING CAMP LOOP
TRAIL.
STA 19+64 REPLACE
EXISTING CMP WITH
17"x13"x12' GALVANIZED
PIPE ARCH
STA 21+20 REPLACE
EXISTING CMP WITH
17"x13"x12' GALVANIZED
PIPE ARCH
***SEE SHEETS 11-14 FOR
SITE ACCESS ROUTE
PLANS AND PROFILES. STA
M
ATC
H
TO
SH
EET
10+50
S
TA
M
AT
C H
T O
S H
EE
T
+5
STATION 10+50 TO 21+50
POND LOOP PLAN
STA 10+50 - 21+50
C-05DRAWN
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
7/3 1/2
5 1 4:
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MY
KR
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N C:
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DL
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P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
7/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
Feet
80400
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+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
29+00
29+50
30+00
30+50
+00
31+50
0+00
0+50
1+00 1+
2+
2+50
3+00
3+
4+
4+
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+ 050+
0+50 0+69
2+97
0+
0+50
1+
1+50
2+
2+
0+00
0+50
1+00
1+
2+
2+15
25+00
30+00
CONSTRUCT 4' WIDE AGGREGATE
SURFACE TRAIL TO SITE 9, SEE PLAN AND PROFILE
STA 22+23 BEGIN
GEOTEXTILE AND 6" BASE
AGGREGATE. CONTINUE
6" SURFACE AGGREGATE.
STA 22+91 REPLACE
EXISTING PIPE WITH
17"x13"x12'
GALVANIZED PIPE
ARCH
STA 25+10 BEGIN
GEOTEXTILE AND 6" BASE
AGGREGATE. CONTINUE 6"
SURFACE AGGREGATE
STA 27+00
· END BASE AGGREGATE.
· CONTINUE GEOTEXTILE
AND 6" SURFACE
AGGREGATE.
· INSTALL TIMBER BOX
CULVERT. SEE STD
DETAIL ON SHEET 32.
STA 28+50 INSTALL
TIMBER BOX CULVERT.
SEE STD DETAIL ON
SHEET 32.
STA 29+73 INSTALL
TIMBER BOX CULVERT.
SEE STD DETAIL ON
SHEET 32.
STA 31+05 INSTALL
TIMBER BOX CULVERT.
SEE STD DETAIL ON
SHEET 32.
STA 31+50 BEGIN
DITCH
STA 23+29 END GEOTEXTILE
AND BASE AGGREGATE.
CONTINUE 6" SURFACE
AGGREGATE.
STA 27+90 INSTALL
TIMBER BOX CULVERT.
SEE STD DETAIL ON
SHEET 32.
SITE 4
SITE 5
SITE 6
PRIVY 2
SITE 8
OBLITERATE (TYP)
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO SITES 4, 5, 6, 8,
AND PRIVY 2. SEE PLAN
AND PROFILES ON
SHEETS 16-21 AND
DETAIL SHEET 4.
STA 29+13
· CONTINUE GEOTEXTILE.
· BEGIN 6" BASE AGGREGATE,
· CONTINUE 6" SURFACE AGGREGATE.
· INSTALL TIMBER BOX CULVERT. SEE
STD DETAIL ON SHEET 32.
STA MATCH TO SHEET 31+7508
STA
M
ATC
H
TO
SH
EET
21+50
STATION 21+50 TO 31+75
POND LOOP PLAN
21+50 TO 31+75
C-06DRAWN
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
7/3 1/2
5 1 4:
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KR
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PA
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IN
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EA
CH
, L
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P\
DE
SI
GN
\C
AD
\P
ON
DL
OO
P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
7/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
3207Feet
80400
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45+24
32+00
32+50
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
42+50
+0
43+50
44+00
44+50
45+00
0+00
0+48
0+00
0+50
1+
1+
2+00 2+
2+
0+00
0+50
1+00
1+50
1+
SITE 10
SITE 11
OPTION ITEM:
OBLITERATE TRAIL. SEE
PLAN AND PROFILE
SHEETS 25 AND
STANDARD DETAIL ON
SHEET 31 (TYP).
OPTION ITEM: CONSTRUCT 4' WIDE AGGREGATE
SURFACE TRAIL TO SITE 9, SEE PLAN AND PROFILE
ON SHEET 21
PRIVY 3
STA 34+66 INSTALL TIMBER BOX
CULVERT. SEE STD DETAIL ON SHEET
32. CONTINUE INSTALLATION OF
GEOTEXTILE, 6" BASE AGGREGATE
BASE, AND 6" TRAIL SURFACE
AGGREGATE
STA 33+35 INSTALL
TIMBER BOX
CULVERT. SEE STD
DETAIL ON SHEET
32.
STA 32+65 INSTALL
TIMBER BOX
CULVERT. SEE STD
DETAIL ON SHEET
32.
STA 39+ 25 END GEOTEXTILE, BASE
AGGREGATE AND SURFACE
AGGREGATE. BEGIN CONSTRUCTION OF
STONE TURNPIKE. SEE DETAIL 3 ON
SHEET 4.
43+00 INSTALL TIMBER
BOX CULVERT. SEE
STD DETAIL ON SHEET
32.
41+70 INSTALL TIMBER
BOX CULVERT. SEE
STD DETAIL ON SHEET
32.
41+05 INSTALL TIMBER
BOX CULVERT. SEE
STD DETAIL ON SHEET
32.
STA 36+75 REPAIR TRAIL SUBABASE.
EXCAVATE MUCK DOWN TO MINERAL SOIL.
BACKFILL BASE AGGREGATE. CONTINUE
INSTALLATION OF GEOTEXTILE, 6" BASE
AGGREGATE, AND 6" TRAIL SURFACE
AGGREGATE
STA 38+70 CREATE 8'x20' PULL
OUT. REMOVE BOULDERS FROM
TRAIL AND AND SET 6-12" IN
GROUND AT EDGE OF TURNOUT.
EXISTING CAMP LOOP
TRAIL
CREATE SMOOTH TRANSITION WITH
EXISTING CAMP LOOP TRAIL.
OPTION ITEM: CONSTRUCT 4'
WIDE AGGREGATE SURFACE
TRAIL TO SITE 10. SEE PLAN
AND PROFILE ON SHEETS
22-23 AND DETAIL ON SHEET 4.
SITE 9
OPTION ITEM: CONSTRUCT 4' WIDE AGGREGATE
SURFACE TRAIL TO SITE 11, SEE PLAN AND PROFILE
ON SHEET 24
OPTION ITEM: OBLITERATE
TRAIL(TYP). SEE SHEETS 24 AND 31.
STA 44+ 85 CONSTRUCT
SMOOTH TRANSITION TO
EXISTING POND LOOP TRAIL
SURFACE.
END OF PROJECT.
STA 44+65 END
TURNPIKE. INSTALL
17"x13"x12' GALVANIZED
PIPE ARCH
OPTION ITEM: CONSTRUCT 4' WIDE AGGREGATE
SURFACE TRAIL TO PRIVY 3, SEE PLAN AND PROFILE
ON SHEET 254
MATCH SHEET 7 STA 31+75
Feet
2001000
STATION 31+75 TO 39+25
POND LOOP PLAN
31+75 TO 39+25
C-07DRAWN
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
7/3 1/2
5 1 4:
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RE
MY
KR
OH
N C:
\U
SE
RS
\JE
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MY
KR
OH
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BO
X\
EN
GI
NE
ER
IN
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R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
MATCH SHEET 7 STA 31+75
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2+50
3+00
50+00
+5
51+00
51+50
+0
0 52 +5
+7
2264 INSTALL
21"x15"x20'
GALVANIZED
PIPE ARCH
EXISTING PARKING
EXISTING PRIVY TO REMAIN
POND LOOP
OPTION ITEM A: PROPOSED
STONE STAIRWAY SEE SHEET
10 FOR DETAILS
STA 50+80 TO 52+73
6FT ACCESSIBLE
TRAIL WITH DITCH.
SEE DETAIL 2
SHEET 4.
STA 50+15 TO 50+80 6FT
ACCESSIBLE TRAIL WITH NO
DITCH. MATCH EXISTING GRADE
OF TOILET ENTRANCE. SEE
DETAIL 2 SHEET 4. OMIT DITCH.
MATCH PROPOSED GRADE
OF EXISTING POND LOOP .
POND LOOP
TO BEACH
TO CAMPSITES
BEGIN STATION 50+00
POND LOOP STATION 2+80
BEGIN TRAIL RESTORATION. SEE
SHEET 5.
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
PARKING TO POND LOOP CONNECTOR PROFILE
50+00 50+50 51+00 51+50 52+00 52+50 52+73
ST
A:
0+
.1
EL
EV
: 2
1.
ST
A:
0+
.2
EL
EV
: 2
1.
ST
A:
0+
.7
EL
EV
: 2
9.
ST
A:
1+
.4
EL
EV
: 2
6.
ST
A:
1+
.2
EL
EV
: 2
3.
ST
A:
2+
.1
EL
EV
: 2
3.
ST
A:
2+
.0
EL
EV
: 2
3.
ST
A:
2+
.0
EL
EV
: 2
3.
ST
A:
2+
.9
EL
EV
: 2
2.
-2.51% 3.34%
-0.14% 2.20%
-7.63%
0.87% -4.95% -0.45%-6.02% -8.00%
0.85% -4.28%
7/3 1/2
5 1 4:
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PARKING TO POND LOOP CONNECTOR GRADING PLAN
PARKING TO POND LOOP CONNECTOR PROFILE
Feet
40200
PARKING TO
POND LOOP
CONNECTOR
TRAIL PLAN AND
PROFILE
C-08DRAWN
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
7/3 1/2
5 1 4:
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IN
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\C
AD
\P
ON
DL
OO
P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
7/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
Feet
20100
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EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
15+0015+5015+93
EXISTING PARKING SURFACE
NOTE:
LOCATION AND ELEVATION OF STAIRS SHOWN IS
APPROXIMATE. FINAL LOCATION OF ALL STAIR SETS
TO BE DETERMINED IN COORDINATION BETWEEN
CONTRACTOR AND COR AND ONLY AFTER FINAL
APPROVAL BY COR.
TOP ELEVATION OF FINAL
INSTALLED STAIR TO MATCH
GRADE OF PROPOSED
ACCESSIBLE TRAIL.
END OF PROPOSED STAIR
LANDING TO MATCH PROPOSED
POND LOOP GRADE. GRADE
WITH 2%-5%
6" TSA BETWEEN STAIR SETS
SLOPE TO BE 2%-5% (TYP).
EXISTING GROUND SURFACE
(APPROX)
BOTTOM TREAD IN EACH SET TO
MATCH EXISTING LANDING
GRADE.
6" OF 34" CLEAN CRUSHED
AGGREGATE AS BASE UNDER
AND BACKFILL BEHIND STAIRS.
3+00
+0
+1
+2
+3
+4
+5
+6
+7
+8
+9
+9
50+50
52+50
52+73
ARMOR SHOULDER WITH
CLASS 1 RIPRAP. SEE
SUPPLEMENTAL
SPECIFICATIONS
EXISTING TOILET BUILDING
LOCATION OF STAIR SETS SHOWN ARE
APPROXIMATE. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AND
APPROVED BY COR PRIOR TO FINAL
CONSTRUCTIONINSTALL STONE STEPS.
PROFILE BELOW
PROPOSED
CONNECTOR
TRAIL
ALIGNMENT: STAIRS
STA: 15+54.04
OFF: 0.00'
NORTHING: 199698.95
EASTING: 1519723.83
FT 419 - PO
N
D
LO
O P
TO
BEAC
H
TO
C
AM
PS
IT
ES
-1
EXISTING EDGE OF TRAIL
EXISTING
PARKING LOT
1' MIN
" T
O
8"
2"
ANCHOR POSTS TO
STAIR ACCORDING TO
MANUFACTURER'S
SPECIFICATIONS
COMMERCIALLY FABRICATED
RAILING. CORROSION RESISTANT
METAL WITH FLAT OR SATIN
FINISH BLACK PAINT
STONE STEP
STEP
WIDTH
6 FT
NOTES:
1. STEPS TO BE OF STONE OR PRECAST CONCRETE
MANUFACTURED TO REPLICATE NATURAL STONE.
2. COLORS TO BE EARTH TONE. WHITE ROCK IS NOT
ACCEPTABLE.
3. DIMENSIONS OF THE STONE STEPS:
WIDTH= 6' +/-6"
HEIGHT= 6" +/- 1"
DEPTH= 2' MINIMUM
STONE STAIRWAY GRADING PLAN
STONE STAIRWAY PROFILE
Feet
20100
PARKING TO
POND LOOP
STAIRWAY
C-09DRAWN
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
7/3 1/2
5 1 4:
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P7 8.D
W G;
R-09
REGION NAME
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
7/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
RAILING DETAIL
NOT TO SCALE
Feet
20100
STONE STEP DETAILS
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8+
8+
FT 419 - POND LOOP
TO CAMPSITES 1-11
TO TRAILHEAD PARKING
47 2244
TRANSITION TRAIL WIDTH
FROM 8FT TO 6FT
8'
7'
14'
CONSTRUCT STREAM BANKS THAT MIMIC
ADJACENT STREAM BANKS IN SHAPE
AND SIZE. CREATE GRADUAL TRANSITION
BETWEEN CONSTRUCTED AND EXISTING
STREAMBANKS.
6'
BUILD BRIDGE APPROACH EMBANKMENT
WITH 1H: 1V SIDESLOPES. USE CLASS 1
RIPRAP TO CONSTRUCT SLOPE
RETAINER. COVER RIPRAP WITH
GRUBBING MATERIAL. TYPICAL FOR ALL
FOUR CORNERS.
FURNISH AND INSTALL 7' WIDE BY 14' LONG
LONGITUDINAL GLULAM DECK PANEL TRAIL
BRIDGE. SEE PLAN SHEETS 26-30
BOTTOM OF STREAM BANK (TYP)
TOP OF STREAM BANK (TYP)
BEGIN BRIDGE STA 8+23
END BRIDGE STA 8+37
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
POND LOOP EX (1) PROFILE
8+00 8+50 8+60
14.00'
GEOCELL FOUNDATION. SEE
DETAIL SHEET 31.
CREATE SIMULATED
STREAM BANK WITH
ONSITE BOULDERS AND
MATERIAL INSIDE OF
EACH ABUTMENT.
ARMOR SLOPES UNDER
BRIDGE WITH CLASS 1
RIPRAP. COVER RIPRAP
WITH 4-6" OF STOCKPILED
GRUBBING MATERIAL.
TYPICAL FOR BOTH SIDES.
0.
' 6.00'
7.00'
APPROACH RAMPS CONSTRUCTED
FROM SUFFICIENT AGGREGATE
BASE TO ACHIEVE DESIGN GRADE
WITH 6" TSA. COMPACT WITH
VIBRATORY ROLLER AND PLATE
COMPACTOR. EXTEND AT -5%
UNTIL APPROACH MATCHES
PROPOSED TRAIL GRADE.
2.
BASE AGGREGATEBASE AGGREGATE
SURFACE
AGGREGATE
SURFACE
AGGREGATE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
TRIB TO GROUT POND PROFILE PROFILE
0+00 0+45
REMOVE AND
DISPOSE OF
EXISTING PIPES
BOTTOM CHORD OF BRIDGE TO BE
2.75' ABOVE STREAM CHANNEL AT
CENTER LINE OF TRAIL-CENTER OF
STREAM CHANNEL
6'
9'
BACKWALL
6x6 CURB ON
SCUPPERS.
EMBANKMENT SLOPES 1H
MIN: 1V.
ARMOR WITH CLASS 0
RIPRAP
PROPOSED STREAM CHANNEL INVERT. RECONSTRUCT
STREAM CHANNEL TO MATCH EXISTING CHANNEL
SLOPE AND DIMENSIONS. USE ONSITE MATERIAL
INCLUDING ROCKS AND BOULDERS TO ADD
ROUGHNESS SIMILAR TO ADJACENT STREAM SECTIONS.
USE ONSITE BOULDER TO CREATE
STREAMBANK (6-10" BANK HEIGHT).
MATCH EXISTING AT BEGINNING
AND END OF RECONSTRUCTION.
PROPOSED TOP
OF BANK
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
7/3 1/2
5 1 4:
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N C:
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NF
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IN
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\C
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\P
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DL
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P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
TRAIL BRIDGE 419-0.156
SITE PLAN AND PROFILE
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-10 11 32
BRIDGE SITE PLAN
BRIDGE PROFILE
BRIDGE CROSS SECTION
Feet
Feet
Feet
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SITE 1 ORAR PROFILE
0+00 0+50 1+00 1+30
-2.28% -6.55%
-5.49%
ST
A
0+
B
EG
IN
S
IT
E
O R
AR
EL
9.
1'
G R
AD
E
BR
EA
K
ST
A
0+
.6
EL
8.
1'
G R
AD
E
BR
EA
K
ST
A
0+
.9
EL
5.
3'
+5
+0
0+00
0+
1+
1+30
OPTION ITEM: CONSTRUCT 4' WIDE
AGGREGATE SURFACE TRAIL TO SITE
1. SEE DETAIL 5 ON SHEET 4.
OPTION ITEM: OBLITERATE EXISTING
TRAIL. SEE APPLICABLE DETAIL ON SHEET
31. CHECK DAM SPACING TO BE 25'
WHERE TRAIL IS INCISED.
SITE 1
SITE 1
EXISTING RAMP.
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
7/3 1/2
5 1 4:
JE
RE
MY
KR
OH
N C:
\U
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\JE
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IN
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IN
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\C
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\P
ON
DL
OO
P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
SITE 1 ACCESS ROUTE
PLAN AND PROFILE
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-11 12 32
SITE 1 ACCESS ROUTE PLAN VIEW
SITE 1 ACCESS ROUTE PROFILE VIEW
Feet
20100
Feet
20100
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+0
+5
+0
0+00
0+00
0+
1+
0+
1+
0+00
0+
1+
1+
1+77
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO SITE 2. SEE
DETAIL 5 ON SHEET 4.
OPTION ITEM: OBLITERATE EXISTING
TRAIL. SEE APPLICABLE DETAIL ON SHEET
31. CHECK DAM SPACING TO BE 25'
WHERE TRAIL IS INCISED.
EXISTING BOULDER
TO REMAIN
SITE 2
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
ALIGNMENT - SITE 2 ORAR (4) PROFILE
0+00 0+50 1+00 1+50 1+77
-5.57% 5.36% -6.66% 2.94% -5.67% -1.97% -7.46% 0.31% -8.16%
ST
A
0+
.0
BE
G
IN
A
LI
G N
M
EN
T
- S
IT
E
O
R
AR
(4
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
0+
.9
EL
7.
4'
G R
AD
E
BR
EA
K
ST
A
0+
.6
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
0+
.1
EL
7.
1'
G R
AD
E
BR
EA
K
ST
A
0+
.1
EL
7.
4'
G R
AD
E
BR
EA
K
ST
A
0+
.0
EL
5.
8'
G R
AD
E
BR
EA
K
ST
A
1+
.4
EL
5.
6'
G R
AD
E
BR
EA
K
ST
A
1+
.2
EL
3.
3'
G R
AD
E
BR
EA
K
ST
A
1+
.4
EL
3.
4'
ST
A.
+7
7.
E N
D A
LI
G
N M
EN
T
- S
IT
E
O R
AR
(4
EL
.5
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
7/3 1/2
5 1 4:
JE
RE
MY
KR
OH
N C:
\U
SE
RS
\JE
RE
MY
KR
OH
N\
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IN
G\
EN
GI
NE
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IN
GO
PE
RA
TI
ON
S\
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NF
\G
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RK
IN
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P\
DE
SI
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\C
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\P
ON
DL
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P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
SITE 2 ACCESS ROUTE
PLAN AND PROFILE
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-12 13 32
Feet
20100
SITE 2 ACCESS ROUTE PLAN VIEW
SITE 2 ACCESS ROUTE PROFILE VIEW Feet
20100
Feet
20100
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+0
+5
+0
0+00
0+
1+
1+50
0+00
0+00
PRIVY1
OPTION ITEM: CONSTRUCT 4'
WIDE AGGREGATE SURFACE
TRAIL TO PRIVY 1. SEE DETAIL 5
ON SHEET 4.
PROVIDE SMOOTH
TRANSITION
BETWEEN SURFACE
AGGREGATE AND
EXISTING RAMP.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
0+00 0+50 1+00 1+50 1+77
-5.57% 5.36% -6.66% 2.94% -5.67% -1.97% -7.46% 0.31% -8.16%
ST
A
0+
.0
BE
G
IN
A
LI
G N
M
EN
T
- S
IT
E
O
R
AR
(4
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
0+
.9
EL
7.
4'
G R
AD
E
BR
EA
K
ST
A
0+
.6
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
0+
.1
EL
7.
1'
G R
AD
E
BR
EA
K
ST
A
0+
.1
EL
7.
4'
G R
AD
E
BR
EA
K
ST
A
0+
.0
EL
5.
8'
G R
AD
E
BR
EA
K
ST
A
1+
.4
EL
5.
6'
G R
AD
E
BR
EA
K
ST
A
1+
.2
EL
3.
3'
G R
AD
E
BR
EA
K
ST
A
1+
.4
EL
3.
4'
ST
A.
+7
7.
E N
D A
LI
G
N M
EN
T
- S
IT
E
O R
AR
(4
EL
.5
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
7/3 1/2
5 1 4:
JE
RE
MY
KR
OH
N C:
\U
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\JE
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EN
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RO
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GM
NF
\G
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\C
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DL
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P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
PRIVY 1 ACCESS ROUTE
PLAN AND PROFILE
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-13 14 32
PRIVY 1 ACCESS ROUTE PLAN VIEW
PRIVY 1 ACCESS ROUTE PROFILE VIEW Feet
20100
Feet
20100
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+5
0+00
0+00
0+
1+ 00 1+
2+
2+
SITE 3
OPTION ITEM: CONSTRUCT 4' WIDE
AGGREGATE SURFACE TRAIL TO
SITE 3. SEE DETAIL 5 ON SHEET 4
OPTION ITEM: OBLITERATE
EXISTING TRAIL. SEE
APPLICABLE DETAIL ON
SHEET 31. CHECK DAM
SPACING TO BE 15' .
2+00 2+08
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
ALIGNMENT - SITE 4 ORAR PROFILE
2+10 2+50 3+00 3+50 4+00 4+32
ST
A:
+0
4.
EL
EV
: 2
4.
ST
A:
+0
7.
EL
EV
: 2
8.
ST
A:
+3
1.
EL
EV
: 2
8.
1.37% -1.56% 11.54%
0.39%
10.56%
0.64% -9.92% 0.05% 5.03%
G R
AD
E
BR
EA
K
ST
A
2+
.7
EL
8.
2'
G R
AD
E
BR
EA
K
ST
A
2+
.3
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
2+
.9
EL
8.
4'
G R
AD
E
BR
EA
K
ST
A
2+
.9
EL
2.
5'
G R
AD
E
BR
EA
K
ST
A
2+
.5
EL
2.
6'
G R
AD
E
BR
EA
K
ST
A
3+
.0
EL
9.
3'
G R
AD
E
BR
EA
K
ST
A
3+
.6
EL
9.
5'
G R
AD
E
BR
EA
K
ST
A
4+
.0
EL
8.
0'
G R
AD
E
BR
EA
K
ST
A
4+
.7
EL
8.
0'
ST
A.
+3
1.
E N
D A
LI
G
N M
EN
T
- S
IT
E
O R
AR
EL
.6
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
7/3 1/2
5 1 4:
JE
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MY
KR
OH
N C:
\U
SE
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EN
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NE
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PE
RA
TI
ON
S\
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GM
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\G
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DL
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P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
SITE 3 ACCESS ROUTE
PLAN AND PROFILE
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-14 15 32
SITE 3 ACCESS ROUTE PLAN VIEW
SITE 3 ACCESS ROUTE PROFILE VIEW Feet
20100
Feet
20100
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0+00
0+50
1+00
1+
2+
2+50
3+00
3+
4+
4+
OPTION ITEM:
CONSTRUCT 4' WIDE
AGGREGATE SURFACE
TRAIL TO SITE 4. SEE
DETAIL 5 ON SHEET 4.
OPTION ITEM: INSTALL17"x13"x12' GALVANIZED PIPE ARCH IN DITCHLINE AT PROPOSED INTERSECTION, AND WHERE PROPOSED TRAIL CROSSES EXISTING
SITE 4
OPTION ITEM: OBLITERATE
EXISTING TRAIL. SEE
APPLICABLE DETAIL ON
SHEET 31. CHECK DAM
SPACING TO BE 15' .
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
7/3 1/2
5 1 4:
JE
RE
MY
KR
OH
N C:
\U
SE
RS
\JE
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MY
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SI
GN
\C
AD
\P
ON
DL
OO
P7 8.D
W G;
R-09
EASTERN REGION
GROUT POND
TRAIL
RECONSTRUCTION
AND
IMPROVEMENTS
GREEN MOUNTAIN
NATIONAL FOREST
MANCHESTER RANGER DISTRICT
SITE 4 ACCESS ROUTE
PLAN
07/21/2025
J. KROHN
J. KROHN
B.C. AUSTIN
C-15 16 32
SITE 4 ACCESS ROUTE PLAN VIEW
Feet
20100
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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AutoCAD SHX Text E
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2+00 2+08
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
ALIGNMENT - SITE 4 ORAR PROFILE
2+10 2+50 3+00 3+50 4+00 4+32
ST
A:
+0
4.
EL
EV
: 2
4.
ST
A:
+0
7.
EL
EV
: 2
8.
ST
A:
+3
1.
EL
EV
: 2
8.
1.37% -1.56% 11.54%
0.39%
10.56%
0.64% -9.92% 0.05% 5.03%
G R
AD
E
BR
EA
K
ST
A
2+
.7
EL
8.
2'
G R
AD
E
BR
EA
K
ST
A
2+
.3
EL
8.
5'
G R
AD
E
BR
EA
K
ST
A
2+
.9
EL
8.
4'
G R
AD
E
BR
EA
K
ST
A
2+
.9
EL
2.
5'
G R
AD
E
BR
EA
K
ST
A
2+
.5
EL
2.
6'
G R
AD
E
BR
EA
K
ST
A
3+
.0
EL
9.
3'
G R
AD
E
BR
EA
K
ST
A
3+
.6
EL
9.
5'
G R
AD
E
BR
EA
K
ST
A
4+
.0
EL
8.
0'
G R
AD
E
BR
EA
K
ST
A
4+
.7
EL
8.
0'
ST
A.
+3
1.
E N
D A
LI
G
N M
EN
T
- S
IT
E
O R
AR
EL
.6
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
0+00 0+50 1+00 1+50 2+00 2+10
6.53% -5.00% -1.09% 8.12% -6.15% 7.47%
5.48% 9.63%
0.64% 9.21%
10.67%ST
A
0+
B
EG
IN
A
LI
G N
M
EN
T
- S
IT
E
O
R
AR
EL
6.
3'
G R
AD
E
BR
EA
K
ST
A
0+
.8
EL
7.
1'
G R
AD
E
BR
EA
K
ST
A
0+
.4
EL
6.
3'
G R
AD
E
BR
EA
K
ST
A
0+
.2
EL
6.
2'
G R
AD
E
BR
EA
K
ST
A
0+
.9
EL
7.
5'
G R
AD
E
BR
EA
K
ST
A
0+
.8
EL
6.
7'
G R
AD
E
BR
EA
K
ST
A
1+
.6
EL
9.
8'
G R
AD
E
BR
EA
K
ST
A
1+
EL
2.
9'
G R
AD
E
BR
EA
K
ST
A
1+
EL
4.
0'
G R
AD
E
BR
EA
K
ST
A
1+
.0
EL
6.
7'
G R
AD
E
BR
EA
K
ST
A
2+
.6
EL
6.
8'
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
7/3 1/2
5 1 4:
JE
RE
MY
KR
OH
N C:
\U
SE
RS
\JE
R…
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