Attachment5_Plans.pdf
PDF 12 MB Posted
- Solicitation number
- 1240LU26Q0012
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive Construction Plans set for the Fairy Lake Road & Recreation Improvement Project Phase 2, located in the Custer Gallatin National Forest, Bozeman Ranger District, Gallatin County, Montana, prepared by the U.S. Department of Agriculture Forest Service.
The project encompasses road reconstruction and recreation area improvements across three primary work segments: Segment 1 (Station 0+00 to 94+75), Segment 2 (Station 168+20 to 205+90), and Segment 3 (Station 286+75 to 320+80). Work includes typical road sections with varying widths (16-18 feet), guardrail installation at three sections, and shoulder underdrain systems with 6-inch slotted drain pipe on maximum 200-foot spacing. Recreation improvements include reconstruction of the Fairy Lake/Sacagawea trailhead with parking expansion, South Shafthouse trailhead development, Lower Fairy Lake/Sno-Park trailhead parking expansion, double vault toilet installation at the Fairy Lake trailhead, campground upgrades including new camp sites and facilities, and trail work on multiple existing trail corridors (#499, #500, #501, #501.1, and #518) involving hardened surface restoration, switchback construction, and trail obliteration. Two major stream crossings require replacement of existing 3-foot culverts with 14-span x 4-foot 8-inch rise steel arch arch culverts at both Fairy Creek and Cache Creek Access Points, complete with grade control structures, riprap protection, and concrete footings. Detailed specifications address material types, slope requirements, retaining walls, signs, and Best Management Practices for sediment retention and erosion control throughout the project area.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SF30_Amendment0001.pdf | ||
| Amend1_FillableScheduleofItems_Attachment2.xlsx | XLSX spreadsheet | |
| QuestionsAnswers_4-09-26.pdf | ||
| Attachment1 _SolicitationTermsConditions.pdf | ||
| Attachment4_Specifications_FSSS.pdf | ||
| Attachment 6 DavisBaconWageDetermination.pdf | ||
| Attachment2_PriceScheduleOfItems.pdf | ||
| Attachment7_AreaMap_FairyLakeRd.png | PNG image | |
| Attachment3_SOW.pdf |
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Text version
AutoCAD SHX Text C:\Users\jfrady\Box\CG_7000Engineering\GAL-7700TravelMgmt\7720Development\Eng_7720-RoadProj\26_FairyLakePh2\CAD\Phase2_Planset.dwg
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PROJECT AREA
2/2026 CP/GM PF/GM 02
#540 SHAFTHOUSE TRAILHEAD
MP 5.46
TRAILHEAD
#501 FAIRY LAKE
#518 SACAGAWEA PASS
LOWER FAIRY LAKE /
SNO-PARK TRAILHEAD
MP 1.404
CACHE CREEK AOP
MP 1.537
FAIRY CREEK AOP
MP 3.207
TO BOZEMAN
ROAD WORK SEGMENT 1
STA 0+00 - 94+75
ROAD WORK SECTION 2
STA 168+20 - 205+90
ROAD WORK SECTION 3
STA 286+75 - 320+80
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PROJECT
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
0+00- 21+50 SEGMENT 1
2/2026 GM PF
PP-01 03
N
NOTES:
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FS ROAD CROSSES PRIVATE PROPERTY
LIMITS OF DISTURBANCE AS STAKED BY CO
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
21+50 - 41+50 SEGMENT 1
2/2026 GM PF
PP-02 04
N
NOTES:
NOT TO SCALE
FS ROAD CROSSES PRIVATE PROPERTY
LIMITS OF DISTURBANCE AS STAKED BY CO
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United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
41+50 - 61+50 SEGMENT 1
2/2026 GM PF
PP-03 05
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NOTES:
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FS ROAD CROSSES PRIVATE PROPERTY
LIMITS OF DISTURBANCE AS STAKED BY CO
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
61+50 - 81+50 SEGMENT 1
2/2026 GM PF
PP-04 06
N
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
81+50 - 94+75 SEGMENT 1
2/2026 GM PF
PP-05 07
NOTES:
NOT TO SCALE
FS ROAD CROSSES ON TO PRIVATE PROPERTY
LIMITS OF DISTURBANCE AS STAKED BY CO
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
168+20 - 189+00 SEGMENT 2
2/2026 GM PF
PP-06 08
N
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
189+00 - 205+90 SEGMENT 2
2/2026 GM PF
PP-07 09
N
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
288+755 - 307+00 SEGMENT 3
2/2026 GM PF
PP-08 10
N
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CHECKEDDESIGNERDATEDRAWING TITLE'Project Name'
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN AND PROFILE VIEW
307+00 - 320+80 SEGMENT 3
2/2026 GM PF 11
N
NOT TO SCALE
PP-09
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CL
RECONDITION TYPICAL SECTION WITHOUT DITCH
NOT TO SCALE
INSLOPE, OUTSLOPE, OR CROWN WHEN
SPECIFIED IN THE WORKLIST. OTHERWISE
MAINTAIN EXISTING.
5'
ROADSIDE CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
RECONSTRUCTION TYPICAL SECTION 1
NOT TO SCALE
MIN 5'
OR TOP
OF CUT
MIN 5' OR
AS
STAKED
CL
VARIES
SUBGRADE
ROADSIDE
CLEARING
LIMITS
1V:2H
TYPICAL
1V:1.5H
FILL SLOPE
1V:1H
CUT SLOPE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
TYPICAL ROAD SECTIONS &
UNDERDRAIN DETAIL
FEB 2026 GM / CP GM / PF
RD-01 12
ROADSIDE
CLEARING
LIMITS
RECONSTRUCTION TYPICAL SECTION 2
NOT TO SCALE
MIN 5'
OR TOP
OF CUT
MIN 5' OR
AS
STAKED
3%
CL
16'
SUBGRADE
ROADSIDE
CLEARING
LIMITS
1V:2H
TYPICAL
6 INCH COMPACTED BASE COURSE
AND 4INCH COMPACTED SURFACING
1V:2H
FILL SLOPE
1V:1 13 H
CUT SLOPE
ROADSIDE
CLEARING
LIMITS
NFSR 74 STATION 0+00 - 94+75 ROADWAY WIDTH 18'
NFSR 74 STATION 286+75 - 320+80 ROADWAY WIDTH 16'
NFSR 74 STATION 168+20 - 205+90
MIN 12' OR AS STAKED
1V:2H
FILL SLOPE
1V:1.5H
CUT SLOPE
3%
6 INCH COMPACTED BASE COURSE
AND 4INCH COMPACTED SURFACING
6 INCH COMPACTED BASE COURSE
AND 4INCH COMPACTED SURFACING
NFSR 74 CAMPGROUND LOOP
BOTTOM OF
DITCH NATIVE BACKFILL MATERIAL
COARSE GRANULAR
BACKFILL
(INCIDENTAL TO
UNDERDRAIN)
TYPE 1 GEOTEXTILE
INCIDENTAL TO UNDERDRAIN
6" SOLID OUTLET PIPE
INCIDENTAL TO UNDEDRAIN
6" SLOTTED DRAIN PIPE
2'
4"3' 4'
1'
NOTES:
1. PROVIDE DRAIN PIPE WITH SCREENED OUTLET TO DAYLIGHT ACROSS THE ROAD ON A MAXIMUM
SPACING OF 200'.
2. MINIMUM GRADE OF SOLID PIPE IS 0.2 %
3. MINIMUM GRADE OF SLOTTED DRAIN PIPE IS 0.5 %
4. PIPE CULVERT SHALL NOT RUN THROUGH OR BE CONSTRUCTED ON TOP OF THE UNDERDRAIN
SYSTEM WITHOUT ADEQUATE SEPARATION. IF UNDERDRAIN CONFLICTS WITH A CULVERT, END
THE UNDERDRAIN SYSTEM 3'-5' ABOVE THE CONFLICT AND INSTALL A SOLID DRAIN LINE
ADJACENT TO THE CULVERT. CONTINUE THE INSTALLATION OF THE UNDERDRAIN SYSTEM 3'-5'
BELOW THE PIPE CULVERT
SHOULDER UNDERDRAIN SYSTEM DETAIL
NOT TO SCALE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
GUARDRAIL GENERAL
NOTES
FEB 2026 GM / CP GM / PF 13
GUARDRAIL STATION TABLE
START END
SECTION 1 0+50 7+40
SECTION 2 9+16 34+00
SECTION 3 36+60 68+00
*APPROXIMATE INSTALL AS STAKED
GRD-1
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
GUARDRAIL TERMINAL END
FEB 2026 GM / CP GM / PF 14
GRD-2
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DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAMBED. INSTALL
ENERGY DISSIPATER OR
OUTLET DITCH WHEN
SPECIFIED
ORIGINAL GROUND
OR STREAMBED
CULVERT DETAIL
NOT TO SCALE
MINIMUM COVER PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
5% MINIMUM
CULVERT GRADEOUTLINE OF RIPRAP
WHEN SPECIFIED. SEE
DETAIL THIS SHEET
1V: 1.5H
1V: 1.5H
"T"
<F
IL
L
IN
RIPRAP DETAIL
NOT TO SCALE
INSTALL RIPRAP
WHERE SPECIFIED
A
A
1V: 1.5H
SECTION A-A
PIPE DIAMETER
CULVERT
ROADWAY
FINISHED
GRADE
RIPRAP
RIPRAP CLASS "T"
0 1'-0"
1 1'-6"
2 2'-6"
3 3'-0"
4 3'-6"
SKEW DIAGRAM
NOT TO SCALE
AHEAD STATION
SKEW 120°SKEW 60°
ROAD CL
120°
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
CULVERT DETAIL
FEB 2026 GM / CP GM / PF 15
BEDDING DETAIL
NOT TO SCALE
1'6" TYPICAL
UNCOMPACTED BEDDING
THICKNESS ACCORDING TO
SECTION 209 OF THE SPECIFICATIONS
CULVERT
CVT-1
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0+00
0+50
0+71
6200.0ft
6200.0ft
6195.0ft
.0 ft
E: 5000.00 Elev: 6200.00
NL
N: 5000.00 #1
E: 4979.68 Elev: 6203.37
CP1
N: 4954.35
#2
E: 4933.55 Elev: 6203.70
CP2
N: 5014.94 #4
E: 5074.02 Elev: 6198.12
CP3
N: 4989.97 #5
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY CREEK AOP
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN VIEW
12/2025 CP GM / JPF
Scale 1" = 50'
050 50 100
Scale 1" = 10'
010 10 20 30
N
APPROXIMATE
STREAM CENTERLINE
APPROXIMATE
STREAM CENTERLINE
EL
EV
. 6
2.
EL
EV
. 6
2.
FAIRY CREEK
NOTE: SHAPE CHANNEL 20' UPSTREAM
FROM CULVERT AS DIRECTED BY CO
NOTE: SHAPE CHANNEL 20' DOWNSTREAM
FROM CULVERT AS DIRECTED BY CO
24'X10' GRADE
CONTROL STRUCTURE
NEW 14' SPAN X 4' 8"
RISE 52' MULTI-PLATE
OPEN BOTTOM
ARCH CULVERT
CLASS 4 RIP RAP
INLET PROTECTION
CLASS 4 RIP RAP
INLET PROTECTION
EDGE OF FOOTING
ROAD GRADE 0%
OVER CULVERT
FA
IR
Y
CR
EE
K
EXISTING 3' X 30' CULVERT
TO BE REMOVED AND DISPOSED
CONTROL POINT LOCATIONS
LAYOUT POINT LP 2
LAYOUT POINT LP 1
CONTOUR INTERVAL = 1'
TO FAIRY LAKE TRAILHEAD
TO HWY 86
FLOW
DIRECTION
AOP-1
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E: 1611964.55 Elev: 6241.83 cp1
N: 603558.69 #1
E: 1611943.96 Elev: 6213.67 cp2
N: 603924.56 #2
E: 1612009.62 Elev: 6211.30 cp3
N: 603906.66 #3
6210.0ft
6205.0ft
6205.0ft
6210.0ft
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTIONREGION 1
NORTHERN REGION
CACHE CREEK AOP
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PLAN VIEW
12.2025 CP GM/PF
Scale 1" = 10'
010 10 20 30
ELEV. 6211.8
ELEV. 6211.8
CASHE CREEK
N
FSR
74 FAIR
Y LAKE
NOTE: SHAPE CHANNEL 20'
UPSTREAM FROM CULVERT AS
DIRECTED BY CO
NOTE: SHAPE CHANNEL 20'
DOWNSTREAM FROM CULVERT
AS DIRECTED BY CO
EXISTING 3' x 4.5' x 40' CULVERT
TO BE REMOVED AND DISPOSED
24'X10' GRADE
CONTROL STRUCTURE
NEW 14' SPAN X 4' 8"
RISE 52' MULTI-PLATE
OPEN BOTTOM
ARCH CULVERT
CLASS 4 RIP RAP
INLET PROTECTION
CLASS 4 RIP RAP
INLET PROTECTION
EDGE OF FOOTING
ROAD GRADE 0%
OVER CULVERT
N
FSR
74 FAIR
Y LAKE
CASHE CREEK
EXISTING STREAM CENTERLINE
EXISTING STREAM CENTERLINE
N
CONTROL POINT LOCATIONS
LAYOUT POINT LP 2
LAYOUT POINT LP 1
CONTOUR INTERVAL = 1'
TO FAIRY LAKE TRAILHEAD
TO HWY 86
FLOW
DIRECTION
AOP-2
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTIONREGION 1
NORTHERN REGION
FAIRY/ CACHE CREEK AOP
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
CROSS SECTION DETAILS
12.2025 CP
MATCH DIMENSIONS OF TYPICAL
CHANNEL CROSS SECTION
INSIDE CULVERT
6 INCH LAYER OF BEDDING MATERIAL
UNDER CLASS 5 RIP RAP
2.5 FOOT THICK CLASS 5 RIP RAP
FILL VOIDS IN RIP RAP COMPLETELY
WITH SALVAGED STREAMBED MATERIAL
(SAND/GRAVEL) OR APPROVED MATERIAL
ADJACENT
GROUND
SURFACE
1.5 (MIN)
5'5'
2.5'
CROSS SECTION TROUGH GRADE CONTROL STUCTURE
NOT TO SCALE
CROSS SECTION TROUGH CULVERT
NOT TO SCALE
CULVERT BEVEL DETAILS
NOT TO SCALE
CROSS SECTION OF DOWNSTREAM GRADE CONTROL
NOT TO SCALE
6 INCH LAYER OF BEDDING MATERIAL
UNDER CLASS 5 RIP RAP
2.5 FOOT THICK CLASS 5 RIP RAP
FILL VOIDS IN RIP RAP COMPLETELY
WITH SALVAGED STREAMBED MATERIAL
(SAND/GRAVEL) OR APPROVED MATERIAL
ADJACENT
GROUND
SURFACE
1.5 (MIN)
5'5'
2.5'
1.5 (MIN)
SALVAGED
STREAMBED
MATERIAL
ORDINARY HIGH
WATER LEVEL
14'
INSIDE OF CORRUGATION
1' 3"
BANK
HEIGHT
1' 9"
CHANNEL
DEPTH
2'
CLASS 4 RIP RAP
10.5'/11'
BANKFULL WIDTH
NOTE:
- COMPLETELY FILL VOIDS
WITHIN RIP RAP AND BOULDER
PLACEMENT AREAS
- 10.5' WIDTH FOR CACHE
CREEK AND 11' FOR FAIRY
CREEK
CROSS SECTION BETWEEN WEIRS
ORDINARY HIGH
WATER LEVEL
14'
INSIDE OF CORRUGATION
1' 3"
BANK
HEIGHT
2'-3' (APROX)
10.5'/11'
BANKFULL WIDTH
CROSS SECTION AT WEIRS
WEIR BOULDERS
FOOTER BOULDERS
14' - 0"
1' - 0"
1' - 0"
1.5
MATCH DIMENSIONS OF TYPICAL
CHANNEL CROSS SECTION
INSIDE CULVERT
AOP-3
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SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTIONREGION 1
NORTHERN REGION
CACHE CREEK AOP
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PROFILE DETAILS
12.2025 CP GM/PF
ROCK WEIR AND GRADE CONTROL STRUCTURE PLAN VIEW
NOT TO SCALE
NOTE: THE SPADING AND CONFIGURATION OF THE ROCK
WEIRS MAY BE ADJUSTED IN THE FIELD BY THE CO TO FIT
THE ACTUAL STREAMBED CONDITIONS.
EXISTING EDGE OF
WATER
WRAP INTERIOR RIP RAP
AROUND END OF FOOTING
SALVAGED STREAMBED MATERIAL
OR APPROVED EQUAL
SURFACE
BOULDERS
GRADE CONTROL
STRUCTURE
GRADE CONTROL
STRUCTURE CENTERLINE
EXISTING EDGE
OF WATER
FOOTER
BOULDERS
DISTANCE BETWEEN WEIRS
13' - APPROX
5' MIN TYP
FINAL GRADE
(SURFACE OF
ROAD EMBANKMENT)
FINAL GRADE ELEV
6204.0 AT THALWEG
GRADE CONTROL STRUCTURE
(2.5' THINK CLASS 5 RIP RAP)
10' LONG, 1' DEEP POOL
IN BED OF GRADE CONTROL
6" THINK LAYER OF
BEDDING MATERIALBASE OF CONCRETE
FOOTING AT LAYOUT POINT LP 2
BASE OF CONCRETE FOOTING
BASE OF CONCRETE
FOOTING AT LAYOUT POINT LP 1
FOOTER
BOULDER
SURFACE
BOULDER
FINAL GRADE ELEV
6205.4 AT THALWEG
NEW STEEL
ARCH CULVERT
EXISTING ROAD
EMBANKMENT
EXISTING CULVERT
(REMOVE AND REPLACE) AGGREGATE
ROAD SURFACING
CULVERT AND FINAL THALWEG SLOPE 3.0%
CULVERT AND FINAL THALWEG SLOPE 3.0%
NOTE: FOR 20' DOWNSTREAM OF GRADE
CONTROLSTRUCTURE AND 20' UP STREAM OF
THE CULVERT INTLET: SLOPE CHANNEL AS
DIRECTED BY C.O
R O
AD
C
EN
TE
R
LI
N E
26'
LONGITUDINAL SECTION THROUGH CULVERT
NOT TO SCALE
LAYOUT POINT TABLE
POINT # NORTHING EASTING ELEVATION DESCRIPTION
CACHE CREEK AOP
412 603869.87 1611956.57 6201.46 LP1
413 603857.08 1612008.25 6200.00 LP2
FAIRY CREEK AOP (LOCAL COORDINATES)
414 4999.88 4986.56 6193.28 LP1
415 5028.73 5028.64 6190.57 LP2
AOP-4
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTIONREGION 1
NORTHERN REGION
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
CONCRETE FOOTING
DETAILS
12.2025 CP
TYPICAL PRECAST SEGMENT
NOT TO SCALE
MECHANICAL SPLICE DETAIL
NOT TO SCALE
PRECAST FOUNDATION ELEVATION
NOT TO SCALE
PLACE PRECAST SEGMENTS ON GEOCELLUNDISTURBED SOIL
END OF
CULVERT, TYP
MECHANICAL SPLICE, TYPICAL BOTH SIDES OF WALL
AND FOOTING, SEE BELOW FOR DETAILSEND OF CULVERT, TYP
53' FOOTING
6"
(4) INTERIOR SECTIONS, TYP 10' - 40'
6' - 6" EXTERIOR SECTION
BOTH SIDES
6"
NOTE: CONTRACTOR MAY ADJUST PRECAST SEGMENT
LENGTHS SHOWN DEPENDING UPON SETTING EQUIPMENT
CAPABILITIES. FOOTING WEIGHT IS APPROXIMATELY 1050
LB/FT.
PRIOR TO FABRICATION SUBMIT PRECAST FOOTING SHOP
DRAWINGS DETAILING SEGMENT LENGTHS, SPLICE
CONNECTIONS, PROPOSED CONCRETE MIX DESIGN, PICK
LOCATIONS, AND SELECTED CONNECTION FOR CULVERT.
OTHER PRECAST/PREFABRICATED OPTIONS THAT MEET SIZE,
STRENGTH, AND FUNCTIONALITY OF CONCRETE FOOTINGS
SHOWN MAY BE SUBMITTED FOR REVIEW AND APPROVAL.
(2) 1
2" DIA. X 6"
HEADED CONCRETE
ANCHORS @ 6" O.C
(2) 1
2" DIA. X 6"
HEADED CONCRETE
ANCHORS @ 6" O.C
WT8x20x10" TYP
FACE OF
FOOTING
L 3x3x 5
10", TYP
PLAN SECTION
PLAN SECTION
NOTE: FOOTING
SPLICE SHOWN. WALL
SPLICE SIMILAR
2"
TYPICAL FOUNDATION
SEGMENTS
SPLICE LOCATION AT 12
HEIGHT OF STEM WALL
MECHANICAL SPLICE, TYP BOTH
SIDE OF FOOTING AND ALL, SEE
DETAIL ON THIS SHEET
ALTERNATE LOCATIONS ( ON EACH
SIDE OF STEM WALL) FOR
POST-INSTLLATION ANCHORS/PLATE
ALTERNATIVE SEE DETAILS ON THIS
SHEET
10"
4" DIA. A325 BOLTS
8" X 1 12 VERT SLOTTED
HOLES IN FLANGES, TYP
FOOTING SEGMENT
GEOCELL
UNDISTURBED SOIL
FOOTING SEGMENT
GEOCELL
UNDISTURBED SOIL
P/L 5 16" X 8" X 1'- 3"
W/13/16" DIA. HOLES10" 12"
1"
1"
6"
2"
2"
BOLTED ALTERNATIVE WELDED ALTERNATIVE POST-INSTALLED ANCHORS ALTERNATIVE
1 12"
12"
1 12"
1'-3"
1'-3"
20FAIRY/ CACHE CREEK AOP
AOP-5
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DWG SHEET NO. SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTIONREGION 1
NORTHERN REGION
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
EMBANKMENT AND FOOTING
DETAILS
12.2025 CP
TYPICAL CULVERT INSTALLATION DETAIL
NOT TO SCALE
KEYWAY DETAIL
NOT TO SCALEFOOTING DETAIL
NOT TO SCALE
INSTALLATION DETAIL
NOT TO SCALE
14"
14'
APPROXIMATLEY
12-10.5'
CULVERT WIDTH CULVERT WIDTH
(FIELD CHECK DISTANCE USING
ACTUAL PIPE MATERIALS)
CULVERT SPAN
(INSIDE CORRUGATION CREST)
STEEL ARCH
FOUNDATION
STEM WALL
CONSTRUCT EMBANKMENT IN ACCORDANCE WITH
SECTION 204. COMPACT IN ACCORDANCE WITH
FSSS 204.11(d) BACKFILL IN ACCORDANCE WITH SUBSECTION
209.10. COMPACT IN ACCORDANCE WITH FSSS
204.11(d)
SUBBASE AND SURFACING ACCORDING TO
ROAD TYPICAL SECTION DETAILS.
PREPARE FOUNDATION IN ACCORDANCE WITH SECTION
208. EXCAVATE ANY UNSUITABLE MATERIAL PRESENT
AT FOUNDATION GRADE AND REPLACE WITH FOUNDATION
FILL IN ACCORDANCE WITH SUBSECTION 208.08.
1' MIN
SEE KEYWAY DETAIL
THIS SHEET
#4 CONT EACH
FACE @ 14" O.C.
#5 VERT.
@ 12" O.C
#4 U-BAR
@ 12" O.C
#5 x 3'-8" @ 12" O.C
PLACE PRECAST SEGMENTS ON
A 6" THINK LAYER OF GEO-GRID
WRAPPED IN GEO-TEXTILE
GEOTEXTILE
1'-5" 1'-4" 1'-5"
3'
1'-0"
6"
(4) #4 CONT. TOP &
(5) BOTTOM @ 14" O.C.
4'-0"
6'-0"
1' TYP
9"
10"
3' -8
6"
4"
4" 8" 4"
OF
FAIRY/ CACHE CREEK AOP
AOP-6
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
LOWER FAIRY LAKE / SNO-PARK
TRAILHEAD
PLAN
2/2026 CP/GM PF/GM 22
Scale 1" = 60'
060 60 120 180
N
EXTEND AREA FOR 4
PARKING SPACES WITH
BARRIER BOULDERS
40'
290'
NEW PARKING EXENTS
0'
TO FAIRY LAKE TRAILHEAD
EXISTING EXTENTS
* ACTUAL LOCATIONS WILL BE STAKED IN THE FIELD BY THE FS
FLATTEN INTERSECTION
AND CHASE GRADE TO
IMPROVE DRAINAGE
SEE ROAD PLANS
PLACE WASTE MATERIAL TO EXTEND
PARKING AREA AS STAKED
6" COMPACTED SUBBASE AND 4"
SURFACING AGGREGATE
FOR PARKING LOT
TH-01
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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
SOUTH SHAFTHOUSE
TRAILHEAD
PLAN
2/2026 CP/GM PF/GM 23
Scale 1" = 30'
030 30 60 90
TO FAIRY LAKE TRAILHEAD
BARRIER BOULDERS
96'
SHAFTHOUSE TRAIL START
N
* ACTUAL LOCATIONS WILL BE STAKED IN THE FIELD BY THE FS
SINGLE PANEL
BULLETIN BOARD
WITH AGGREGATE
PAD
6" COMPACTED SUBBASE AND 4"
SURFACING AGGREGATE
FOR PARKING LOT
ALTERATIVE LOCATION
BASED ON FIELD
LOCATIONS
25'
TH-02
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
FAIRY LAKE & SACAGAWEA
TRAILHEAD PLAN
2/2026 CP/GM PF/GM
TH-03 24
Scale 1" = 50'
050 50 100 150
60' 60'
280'
215'
20'
REMOVE AND REPLACE TOILET
WITH A DOUBLE VAULT
EXISTING TOILETS AND VAULT
TO BE PLACED IN THE CAMPGROUND
TRAILHEAD PLACE BARRIER BOULDERS
TO HWY 86
CURBSTOPS PER DETAIL SHEETS
TO CAMPGROUND
N
BARRIER BOULDERS
CURBSTOPS PER DETAIL SHEETS
PROTECT EXISTING WELL
WITH CURBSTOPS
245'
200'
TYPICAL PICNIC AREA:
18' DIAMETER PAD WITH PICNIC
TABLE,4'X20' PATH, AND
10'X30' PULLOUTS WITH 12' TAPER
6" COMPACTED AGGREGATE DEPTH NEW LOTS TO BE SURFACED WITH 6"
OF SUBBASE AND 4" OF SURFACING
AGGREGATE
70' OF CURBSTOP
135' OF CURBSTOP
EXISTING FOOTPRINT
INSTALL 2 HANDICAP SIGN AND 2 BLUE WHEEL STOPS
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CUT/FILL SUMMARY
AREA CUT FILL NET
1.0 AC 1020 CY 850 CY 170 CY
DWG SHEET NO.
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NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
FL TH GRADING
2/2026 CP/GM PF/GM 25
-1.8%
-3.0%
-2.2%
-3.0%
-7% M
AX TO EXISTING
-7%
MAX TO EXISTING
2:1 FROM SHOULDER TO LOT
FILL DO NOT EXCEDED 2:1 SLOPE
GRADE TO EXISTING 2:1
VARIABLE SLOPE BETWEEN LOTS
ENSURE DRAINAGE
TH-04
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENTS PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
FAIRY LAKE CAMPGROUND
SITE PLAN
2/2026 CP/GM PF/GM
CG-01 26
Scale 1" = 60'
060 60 120 180
REPLACE WITH TOILET
FROM TRAILHEAD
GRADE FOR POSITIVE DRAINAGE
LOCATION OF NEW WELL
NEW CAMP HOST SIGN
HOST SITE WASTE VAULT
TO FAIRY LAKE TRAILHEAD
N
REPLACE EXISTING TOILET
WITH NEW SINGLE VAULT
GRADE FOR POSITIVE DRAINAGE
* ACTUAL LOCATIONS WILL BE STAKED IN THE FIELD BY THE FS
EXTEND HOST SITE
USE 100CY OF FILL
FROM TRAILHEAD
PAID UNDER
20401-0002
30' x10' VEHICLE TURNOUT
WITH 6" COMPACTED AGGREGATE
NEW 16' X 30' CAMP SITE
PAID UNDER 20401-0002
PLACE NEW FIRE RING AND
TABLE AS STAKED
32'
NEW SITE POST
USE NUMBERS AS
SHOWN ON PLANS
NEW SITE POST
USE NUMBERS AS
SHOWN ON PLANS
-BEAR BOX LOCATION AS
STAKED BY CO
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
TRAILHEAD PARKING AREA
DETAILS
FEB 2026 GM / CP GM / PF
D-01 27
TYPICAL TRAILHEAD PARKING SECTION
NOT TO SCALE
TYPICAL BERM CURBSTOP
NOT TO SCALE
REBAR PIN
3H:1V
3H:1V
2H:1V
4" SURFACING
AGGREGATE
6" OF COMPACTED
SUBBASE
VARIES PER SITE PLAN
2H:1V
5'
18"
5" ABOVE
SURFACE GRAVEL
7" X 9" RAILROAD TIE
EDGE RETAINER
PINNED EVERY 36" WITH
#5 REBAR 24" LONG
2" OF TOPSOIL
TYPICAL LAP JOINT FOR RAILROAD TIES
NOT TO SCALE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
DOUBLE VAULT TOILET
FEB 2026 GM / CP GM / PF
D-02 28
Toilet Specific Features
Toilet ID Type Privacy Screen
Orientation
Exterior Finishes
Tire Stop Number of Boulders
Path Edging
Door Orientation
FAIRY LAKE
TRAILHEAD
DOUBLE OPEN ASPEN Y 4 Y NA
FAIRY LAKE
CAMPGROUND
SINGLE LEFT ASPEN N 3 Y LEFT
APPROXIMATELY
14'8"
APPROXIMATELY
13' 8" *INTERIOR
LAYOUT TO
DIFFER*
5'
6' 8'
EXISTING
ROADWAY/LOT
BLUE COLORED
TIRE STOP
CONSTRUCTION NOTES
- PRIVACY WALL LOCATION CAN DIFFER OR NOT EXIST DEPENDING ON SPECIFIED TOILET
- ACTUAL TOILET DIMENSIONS MAY VARY SLIGHTLY BASED ON MANUFACTURER
- PATH SHALL ONLY BE CONSTRUCTED TO OPENINGS THAT DO NOT FEATURE LEFT OR RIGHT HANDED PRIVACY SCREEN
- PATH SHALL BE 5' WIDE AND CONSIST OF ADA COMPLIANT GRAVEL LISTED IN SPECIFICATIONS
- PATH SHALL HAVE A SLOPE OF LESS THAT 5% AND A CROSS SLOPE LESS THAT 2%
- ACTUAL LOCATIONS FOR PATH(S), TOILET, AND BOULDERS WILL BE STAKED BY THE FOREST SERVICE
GRAVEL PATH TO
CONNECT TO
EXISTING TRAIL LOT
OR ROADWAY
GRAVEL PATH TO
CONNECT TO
EXISTING TRAIL LOT
OR ROADWAY
WHEELCHAIR
PARKING SIGN
DOUBLE VAULT TOILET SITE PLAN
NOT TO SCALE
4'
APPROXIM
ATELY 8.5'
APPROXIM
ATELY 15'
TIMBER EDGING
PER TABLE
TIMBER EDGING
PER TABLE
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PRIVACY SCREEN TOILET
AND TOILET DETAILS
FEB 2026 GM / CP GM / PF
D-03 29
APPROXIMATELY
12'
*INTERIOR
LAYOUT TO
DIFFER*
LEFT HANDED
PRIVACY SCREEN
GRAVEL PATH
PRIVACY SCREEN SINGLE VAULT TOILET SITE PLAN
NOT TO SCALE
EXISTING
ROADWAY/LOT
6'
5'
APPROXIMATELY
8'
TIMBER EDGING
PER TABLE
CONSTRUCTION NOTES
- PRIVACY WALL LOCATION CAN DIFFER OR NOT EXIST DEPENDING ON SPECIFIED TOILET
- ACTUAL TOILET DIMENSIONS MAY VARY SLIGHTLY BASED ON MANUFACTURER
- PATH SHALL ONLY BE CONSTRUCTED TO OPENINGS THAT DO NOT FEATURE LEFT OR RIGHT HANDED PRIVACY SCREEN
- PATH SHALL BE 5' WIDE AND CONSIST OF ADA COMPLIANT GRAVEL LISTED IN SPECIFICATIONS
- PATH SHALL HAVE A SLOPE OF LESS THAT 5% AND A CROSS SLOPE LESS THAT 2%
- ACTUAL LOCATIONS FOR PATH(S), TOILET, AND BOULDERS WILL BE STAKED BY THE FOREST SERVICE
VARIES PER
GOVERNMENT
STAKING
4"
6"
2"
4"
PATH TIMBER EDGING DETAIL
NOT TO SCALE
- BURY 3
1 BOULDER HEIGHT, WEATHERED SURFACE UP.
- MIN. SIZE IS 2FT IN MIDDLE "B" DIMENSION. PLACE
BOULDER AS MARKED ON DRAWINGS,
- MAXIMUM NUMBER OF BOULDERS TO BE PLACED IS
SHOWN IN SCHEDULE OF ITEMS
- BOULDERS SHALL BE COLLECTED FROM
EXCAVATIONS AND IN LOCATIONS APPROVED BY
THE COR.
TYPICAL BOULDER DETAIL
NOT TO SCALE
Boulder Ground Surface
24"
6"
CURB CROSS SECTION
NOT TO SCALE
SIGN INSTALLATION
NOT TO SCALE
RESERVED
PARKING
4"
TIMBER PLANK
TIMBER TO BE EVEN WITH
GROUND SURFACE
#6 REBAR SPIKE
PLACED EVERY 24"
COMPACTED
BACKFILL
GRAVEL SURFACING
BLUE COLORED CURB
6' LONG
#6 REBAR SPIKE
4" x 4" TREATED
TIMBER POST
18" x 12"
RETRO-REFLECTIVE
MUTCD SIGN R7-8
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
BULLETIN BOARD
FEB 2026 GM / CP GM / PF
D-04 30
FRONT VIEW
ROOF PLAN VIEW
4 1/2"
7'- 3"
7'- 5"
2'- 6"
1'- 6"
6"
2'- 4"
Sign (42" x 48")
8"
Douglas Fir (Treated) 8" x 8" Rough Sawn
SIDE VIEW
4" Crushed Aggregate
(Prepackaged Concrete Mix For Minor Structures) Concrete Footer 1'- 6" Dia.
4" Crushed Aggregate, 1/2" minus
Cedar Shake & #30 Felt Underlayment Cap
CDX Plywood (One Each Side)
2'- 6"
1'- 8"
3'
4 1/2"
7'
4'- 9"
12 Total
Attach With x 10" Carriage Bolts With Vandal3/8"
Proof Nuts.
2"4" 2'- 6"
(End Facia Not Shown in this View) & 2" Screws On End Facia.
Deck Screws On Edge Facia Attach. with 3 1/2" Brass Coated 1" x 8" Rough Sawn Cedar Facia
1 1/2" 2"
1/2" AC Plywood Soffit
-- Predrill Holes In Wooden Members Attach With Four 5" x 1/2" Lagscrews w/Washers
Connection Plate
FS Brown - Fed Standard 595B Color Number 20059
8"
2 Per Rafter Assembly 1/8"3 x 5" Metal
1/2"
3/16"6" x 8" x
14 Total
Nail Plate
Holes9/16"
1"
6"
Douglas Fir (Treated)
Douglas Fir (Treated) 8" x 8" Rough Sawn
2'- 6"
Upright Post
8" x 8" Upright Post).
Face Attached Outside to Rafter & AC Plywood Soffit & Deck Screws. (Butted Beneath Attached By 4" Brass Coated 2" x 6" Douglas Fir Roof Brace
2" x 6" Douglas Fir
8" x 8" Rough Sawn
Rafter
Cross Member
#30 Felt Underlayment Cedar Shakes
Douglas Fir (Treated) 8" x 8" Rough Sawn Roof Cap Beam
4 Equal Spacings Cedar Facia 1" x 8" Rough Sawn
1/4" 7"
1/2"
1/4"
1"
Shall be stained with FS Brown - Fed Standard 595B Color Number 20059 All Wood Components of the Bulleting Board (except for the Cedar Shakes)
All Steel Connection Plates to be Powder Coated
6"
6" Crushed Aggregate
6"
6" Crushed Aggregate Road
BULLETIN BOARD
NOT TO SCALE
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SHEET
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
PICNIC TABLE
FEB 2026 GM / CP GM / PF
D-05 31
NOTES
END VIEW
TOP VIEW
1/4" SPACING 1/2"X2 1/2" LAG BOLT
W/ LOCK & FLAT WASHERS
1/2"X45° CHAMFER TYP
ALL OUTSIDE WOOD &
CONCRETE EDGES
PRECAST
CONCRETE LEGS
GRADE
3"
SIDE VIEW
4"X3"X1/4"X8"
4"X3"X1/4"X30"
#4 RE-BAR
NOTE B & C
4"X3"X1/4" ANGLE
3"X12" WOOD PLANK
TOP OR SEAT
PRECAST
CONCRETE LEG
#4 RE-BAR
2DETAIL
REINFORCEMENT DETAIL
GRADE
" M
IN
ANGLE
ANGLE
#4 RE-BAR
NOTE B & C10"
4" 4"
44"
30"
96"
67"
15"
2"
6"
34"
2"
9"
4"
30"66"
13"
2"
3"X12" TOPS & SEATS
6" BOLT SPACING TYP
1/2"X2 1/2" LAG BOLT W/LOCK
& FLAT WASHER
1/2" dia LAG BOLT W/FLAT
WASHER
STEEL
STRAP
1/4"x2"x32" STEEL STRAP.
SCREW TO UNDERSIDE OF TABLE
OVERHANG W/TWO 1/4"x1-1/2"
LAG SCREWS EACH TABLE BOARD.
32" MAX.
A. ALTERNATIVE DESIGNS MUST BE APPROVED IN WRITING BY THE CO PRIOR TO
CONSTRUCTION.
B. PRE-CAST CONCRETE CONSTRUCTION METHODS & MATERIALS SHALL BE IN
ACCORDANCE WITH SPECIFICATION SECTION 601. CONCRETE SHALL HAVE MINIMUM 3,000
PSI AND 5%-7% AIR ENTRAINMENT. CONCRETE SHALL HAVE FIBER REINFORCEMENT.
C. REINFORCING STEEL SHALL BE IN THE CENTER OF THE CONCRETE & 1-1/2" INSIDE OF
THE EDGES. ALL RE-BAR CONNECTIONS SHALL BE DOUBLE WRAP TIED OR WELDED.
D. ALL BOLT HOLES SHALL BE FABRICATED INTO CONCRETE. 1/2"X36" THREADED ROD W/
INSET NUTS, FLAT, & LOCK WASHERS TO MAINTAIN ALIGNMENT OF THE TABLE TOP.
E. TABLE TOPS & SEATS SHALL BE 3"X12" SOLID WOOD #1 GRADE OR BETTER KILN DRIED
D-FIR OR PINE. ALL WOOD SURFACES SHALL BE STAINED WITH TWO COATS OF AN OIL
BASED, SOLID COLOR, EXTERIOR STAIN. THE COLOR SHALL BE DARK BROWN FED. STD. 595
No. 20059.
F. TABLE TOPS AND SEATS SHALL BE ALIGNED TO MATCH EVENLY AT THE ENDS.
BOARDS MUST BE WITHIN 14 INCH OF FLUSH.
G. ALL EXP0SED CONCRETE SURFACES AND EDGES TO BE SMOOTH. EDGES SHALL BE
CHAMFERED.
H. CONCRETE IS NATURAL GREY COLOR.
I. GRIND ALL METAL EDGES SMOOTH & PAINT METAL PARTS WITH GRAY "COLD
GALVANIZING" PAINT.
J. TABLE LEGS SHALL BE FREE OF CRACKS OR OTHER DEFECTS.
K. CONTRACTOR TO SUBMIT SIGNED VERIFICATION AND TEST RESULTS FROM BATCH
PLANT THAT CONCRETE MEETS FOREST SERVICE SPECIFICATIONS.
L. ALL WOOD COMPONENTS OF THE PICNIC TABLE, SHALL BE STAINED WITH FS BROWN -
FED STANDARD 595B COLOR NUMBER 20059.
REBAR SHALL WRAP OVER TOP OF BOLTS.
19" MAX.
" M
IN
ACCESSIBLE PICNIC TABLE
NOT TO SCALE
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FINISH GRADE
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OF
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION01
NORTHERN REGION
FAIRY LAKE ROAD & RECREATION
IMPROVEMENT PROJECT PHASE 2
CUSTER GALLATIN NATIONAL FOREST
BOZEMAN RANGER DISTRICT
CG SPUR
FEB 2026 GM / CP GM /…
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