MeeksMesa.Dwgs.Final-01.21.2026.pdf
PDF 22 MB Posted
- Attached to
- Meeks Mesa Campground Construction
- Solicitation number
- 1240LT26Q0033
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a construction design document for the Meeks Mesa Campground project located on the Fremont River Ranger District of the Fishlake National Forest in Wayne County, Utah, approximately 21 miles east of Loa. The project is a U.S. Department of Agriculture Forest Service initiative within the R-4 Intermountain Region.
The base bid work scope includes removal and disposal of existing vegetation, construction of new asphalt roads and spurs with line striping and crosswalk hatch, widening of State Route 24 with pavement, lane striping, and culvert extensions, construction of concrete and aggregate family unit campsites with tent pads and site furniture, installation of family unit and group site shelters, installation of single and double precast concrete vault restrooms, installation of directional and regulatory signs, road closure gates, dumpster pads with enclosure walls, unit markers, bulletin boards with fee tubes, barrier rocks, concrete and aggregate surface paths, rockery retaining walls, drainage swales, and post and pole fencing with major and minor site identification signs. Bid options work includes construction of native surface trails, berm and boulder cluster pods, and colored asphalt with mix additive. The design documents specify 28 total campsites (25 single sites with 5-person capacity, 2 double sites with 10-person capacity), 1 group site accommodating 30 people, 1 host unit, accessible parking stalls, and a trailhead parking area. The document set comprises 57 detailed engineering and construction drawings with specifications for site plans, family unit and group site layouts, utility details, roads and trails, State Route 24 widening, gates, and signage, with final approval dated January 22, 2026.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Revised MeeksMesa.SOI.Final_04.17.2026.xlsx | XLSX spreadsheet | |
| Wage Determination Wayne County Utah.pdf | ||
| MeeksMesa.SOI.Final_01.21.2026.xlsx | XLSX spreadsheet | |
| 1240LT26Q0033.pdf | ||
| MeeksMesa.Specs SOW.docx | DOCX document | |
| Solicitation.docx | DOCX document |
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Text version
THE PROJECT IS LOCATED ON THE FREMONT RIVER RANGER DISTRICT OF THE FISHLAKE NATIONAL FOREST, WAYNE COUNTY, UTAH, IN SECTION 33, T 28 S, R5 E (GPS COORDINATES: 38.193476°, -111.214648°). IT IS LOCATED APPROXIMATELY 21 MILES EAST OF LOA, UTAH. THE PROJECT SITE MAY BE
ACCESSED VIA STATE HIGHWAY 24.
FOREST LOCATION
VICINITY MAP
SHEET OF
United States Department of Agriculture Forest Service
1 57
APPROVED:
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
UTAH
WAYNE COUNTY
R-4 INTERMOUNTAIN REGION
FISHLAKE NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
MEEKS MESA CAMPGROUND
CONSTRUCTION
PROJECT LOCATION
SCOPE OF CONTRACT
THIS PROJECT INCLUDES THE CONSTRUCTION OF THE MEEKS MESA CAMPGROUND AND TRAILHEAD.
BASE BID WORK INCLUDES:
· REMOVAL AND DISPOSAL OF EXISTING VEGETATION THAT IS AFFECTED BY NEW CONSTRUCTION.
· CONSTRUCTING NEW ASPHALT ROADS AND SPURS WITH LINE STRIPING AND CROSSWALK HATCH.
· WIDENING STATE ROUTE 24 TO INCLUDE PAVEMENT, LANE STRIPING AND CULVERT EXTENSIONS.
· CONSTRUCTING NEW CONCRETE GROUP SITE, CONCRETE FAMILY UNITS, AGGREGATE FAMILY UNITS, TENT PADS AND INSTALLING NEW CAMPGROUND SITE FURNITURE.
· INSTALLING NEW FAMILY UNIT SHELTERS AND GROUP SITE SHELTER.
· INSTALLING NEW SINGLE AND DOUBLE PRECAST CONCRETE VAULT RESTROOMS.
· INSTALLING DIRECTIONAL AND REGULATORY SIGNS, ROAD CLOSURE GATES, DUMPSTER PAD WITH
ENCLOSURE WALL, UNIT MARKERS, BULLETIN BOARD WITH FEE TUBE, BARRIER ROCKS, CONCRETE
AND AGGREGATE SURFACE PATHS.
· CONSTRUCTING ROCKERY RETAINING WALLS.
· CONSTRUCTING DRAINAGE SWALES.
· CONSTRUCTING POST AND POLE FENCING.
· CONSTRUCTING A MAJOR SITE I.D. SIGN WITH STONE BASE AND MINOR SITE I.D. SIGN.
BID OPTIONS WORK INCLUDES:
· CONSTRUCTING NATIVE SURFACE TRAILS.
· CONSTRUCTING BERM AND BOULDER CLUSTER PODS.
· COLORED ASPHALT WITH MIX ADDITIVE.
PROJECT SITE
TORREY, UT
FRUITA, UT
BICKNELL, UT
LOA, UT
LYMAN, UT
Michael Elson
Kevin Bourne
12/10/2025
01/22/2026
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
1/2 1/2
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INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
INDEX OF SHEETS
RB/KC
RB/KC
R. ANDERSON
G2 2 57
INDEX OF SHEETS
SHEET DWG SHEET TITLE
1 G1 COVER SHEET
2 G2 INDEX OF SHEETS
3 S1 SITE PLAN - OVERVIEW
4 S2 SITE PLAN - WEST
5 S3 SITE PLAN - EAST
6 S4 SITE PLAN - BOULDER CLUSTER, BERM, DRAIN SWALE,
POST AND POLE FENCE, SHELTER ORIENTATION
7 D1 FAMILY UNIT AND AGGREGATE PAD LAYOUT DETAILS
8 D2
8-FOOT EXPANDED METAL PICNIC TABLE (AGGREGATE
PAD)
9 D3 UTILITY TABLE (EMBEDDED POST) AND PATH DETAILS
10 D4
METAL FIRE RING DETAILS (AGGREGATE PAD FAMILY
UNITS)
11 D5 UNIT MARKER DETAILS
12 D6 TENT PAD DETAILS
13 D7 BARRIER ROCK AND WHEEL STOP INSTALLATION
DETAILS
14 D8 3 PANEL BULLETIN BOARD - SHEET A
15 D9 3 PANEL BULLETIN BOARD - SHEET B
16 D10 MAJOR SITE IDENTIFICATION SIGN DETAILS (RS)
17 D11 MINOR SITE IDENTIFICATION SIGN DETAILS (RSE)
18 D12 FAMILY UNITS AND CONCRETE PAD LAYOUT DETAILS
19 D13
8-FOOT EXPANDED METAL PICNIC TABLE (CONCRETE
PAD)
20 D14 UTILITY TABLE (SURFACE MOUNT)
21 D15
METAL FIRE RING DETAILS (CONCRETE PAD FAMILY
UNITS)
22 D16 GROUP SITE LAYOUT
23 D17 GROUP SITE FIRE RING
24 D18 GROUP SITE PEDESTAL GRILL AND SERVING TABLE
25 D19 BERM AND BOULDER CLUSTERS AND DRAINAGE
SWALE DETAILS
26 D20 ROCKERY RETAINING WALL DETAILS
27 D21 ACCESSIBLE PARKING STALL LAYOUT DETAILS
28 D22 POST AND POLE FENCE DETAILS
29 D23 DUMPSTER PAD WITH SCREEN WALL
30 D24 COMFORT STATION INSTALLATION - VAULT BUILDING
31 D25 HOST UNIT LAYOUT
32 D26 HOST UNIT SEWAGE HOLDING TANK DETAILS
33 D27 HOST UNIT LPG PAD DETAILS
34 TR1 TRAILS OVERVIEW AND INDEX
35 TR2 COOKS MESA TRAIL PLAN AND PROFILE - STA. 0+00 TO
4+00
36 TR3 COOKS MESA TRAIL PLAN AND PROFILE - STA. 4+00 TO
8+25
37 TR4 LOOKOUT TRAIL PLAN AND PROFILE
38 TR5 NATIVE SURFACE TRAIL AND PULLOUT DETAILS
39 R1 ROADS OVERVIEW AND INDEX
40 R2 MAIN ROAD PLAN AND PROFILE - STA. -0+25 TO 6+00
41 R3 MAIN ROAD PLAN AND PROFILE - STA. 6+00 TO 12+00
42 R4 MAIN ROAD PLAN AND PROFILE - STA. 12+00 TO 18+00
43 R5 MAIN ROAD PLAN AND PROFILE - STA. 18+00 TO 23+50
44 R6 UPPER LOOP ROAD PLAN AND PROFILE
45 R7 GROUP SITE AND ENTRANCE ROADS PLAN AND
PROFILES
46 R8 TRAILHEAD PARKING PLAN AND PROFILE
47 R9 SR 24 STRIPING AND SIGNAGE LAYOUT
48 R10 SR 24 WIDENING PLAN AND PROFILE - STA. 0+00 TO
11+00
49 R11 SR 24 WIDENING PLAN AND PROFILE - STA. 11+00 TO
22+00
50 R12 TYPICAL ROAD CROSS-SECTIONS
51 R13 TYPICAL SPUR SECTION AND DETAILS
52 R14 TYPICAL SPUR SECTION AND DETAILS (CONT.)
53 R15 SIGN LIST AND INSTALLATION DETAILS
54 R16 CULVERT DETAILS
55 R17 GATE FABRICATION DETAILS
56 R18 GATE FABRICATION DETAILS (CONT'D).
57 R19 GATE INSTALLATION DETAILS
FINAL: SIGNED 1/22/2026
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X
X X
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
1/2 1/2
6 1 5:
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INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
SITE PLAN
OVERVIEW
R. BUDGE
R. BUDGE
R. ANDERSON
S1 3 57
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
2. REMOVE AND DISPOSE OF EXISTING VEGETATION AFFECTED BY NEW CONSTRUCTION OFF OF NFS LANDS.
3. SITES #2,16 AND 18 ARE 20-FEET WIDE SPURS FOR ACCESSIBILITY REQUIREMENTS AND HAVE CONCRETE
FAMILY UNIT PADS AND CONCRETE PATHS.
4. NEW UNIT MARKERS SHALL CORRELATE TO THE NUMBERS SHOWN ON THE DRAWINGS.
5. SEE SHEET R15 FOR REGULATORY SIGNS IDENTIFIED ON THE S SHEETS.
6. SEE R SHEETS FOR SPUR AND PARKING AREA DIMENSIONS.
EXISTING TRAIL, TYP.
(FOR REFERENCE)
INSTALL MAJOR SITE I.D. SIGN
(SEE SHEET D10)
UTAH HWY 24
SEE SHEET S3
SEE SHEET S2
INSTALL APPROACH SIGN #13 (APPROX. 600'
FROM CAMPGROUND ENTRANCE - #Sa-2b
(SEE SHEET R15)
CONSTRUCT 3-FOOT WIDE
NATIVE SURFACE TRAIL, TYP.
(SEE TR SHEETS)
CONSTRUCT POST
AND POLE FENCE
ABOVE CLIFF AREA
(SEE SHEET D22)
LEGEND *LEGEND SCALE: 1"=60'
FAMILY UNIT (WITH SHELTER)
TENT PAD (16' BY 16')
GATE (SEE SITE PLANS)
SINGLE-UNIT VAULT COMFORT STATION
DOUBLE-UNIT VAULT COMFORT STATION
T
AGGREGATE PATH
CONCRETE PATH
REGULATORY SIGN
BARRIER ROCK
ROCKERY RETAINING WALL
EXISTING VEGETATION
EXISTING BOULDERS
CONSTRUCT POST
AND POLE FENCE
(APPROX. 1,750' L.F.
- SEE SHEET D22)
CONSTRUCT BERM AND
BOULDER CLUSTER, TYP.
(SEE SHEET S4)
TERMINATE FENCE AT
EVERGREEN TREE
INSTALL APPROACH SIGN #13 (APPROX.
600' FROM CAMPGROUND ENTRANCE -
#Sa-2b (SEE SHEET R15)
INSTALL INTERSECTION SIGN #14
(APPROX. 1,000' FROM CAMPGROUND
ENTRANCE - #W2-2 (SEE SHEET R15)
INSTALL INTERSECTION
SIGN #14 (APPROX.
1,000' FROM
CAMPGROUND
ENTRANCE - #W2-2
(SEE SHEET R15)
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
EXISTING TRAIL, TYP.
(FOR REFERENCE)
SEE R SHEETS FOR HIGHWAY AND
CAMPGROUND ENTRANCE ROAD DESIGN
FINAL: SIGNED 1/22/2026
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MEEKS MESA C.G.
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TYPE
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SINGLE
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DOUBLE
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HOST
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# OF UNITS
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GROUP SITE
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2 (X10 PAOT)
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TRIPLE
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TOTAL # PAOTS 175
1 (X30 PAOT)
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
1/2 1/2
6 1 5:
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INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
SITE PLAN
WEST
R. BUDGE
R. BUDGE
R. ANDERSON
S2 4 57
INSTALL 28-FOOT ROAD CLOSURE GATE (SEE SHEET R17)
CONSTRUCT SINGLE SPUR,
TYP. (16' X 60' - SEE R SHEETS)
CONSTRUCT SINGLE FAMILY UNIT
WITH SHELTER, TYP. (SEE SHEET D1)
CONSTRUCT
TENT PAD, TYP.
(SEE SHEET D6)
INSTALL BARRIER
ROCKS, TYP.
(SEE SHEET D7)
CONSTRUCT 3-PANEL BULLETIN
BOARD AND FEE TUBE
(SEE SHEET D8)
INSTALL UNIT MARKER, TYP.
(SEE SHEET D5)
INSTALL
DOUBLE-UNIT VAULT
COMFORT STATION
(SEE SHEET D24)
INSTALL SINGLE-UNIT
VAULT COMFORT STATION
(SEE SHEET D24)
CONSTRUCT 30 PAOT
GROUP SITE WITH SHELTER
(SEE SHEET D16)
HOST SITE
(SEE SHEET D25)INSTALL GROUP
MINOR SITE I.D. SIGN
(SEE SHEET D11)
CONSTRUCT FAMILY UNIT WITH
SHELTER, TYP. (SEE SHEET D1)
CONSTRUCT SINGLE SPUR,
TYP. (16' X 45' - SEE R SHEETS)
CONSTRUCT
DUMPSTER PAD
(SEE SHEET D23)
CONSTRUCT ROCKERY
RETAINING WALL, TYP.
(SEE SHEET D20)
INSTALL MAJOR SITE I.D.
SIGN (SEE SHEET D10)
CONSTRUCT 3-FOOT WIDE
NATIVE SURFACE TRAIL, TYP.
(SEE TR SHEETS)
CONSTRUCT POST
AND POLE FENCE
(APPROX. 1,425' L.F.
- SEE SHEET D22)
CONSTRUCT ROCKERY
RETAINING WALL, TYP.
(SEE SHEET D20)
CONSTRUCT 4-FOOT WIDE
AGGREGATE PATH, TYP.
(SEE SHEET D3)
PARKING STALL LAYOUT
(SEE SHEET D21)
INSTALL 28-FOOT
ROAD CLOSURE
GATE (SEE
SHEET R17)
INSTALL SIGN #7
INSTALL
SIGN #5
INSTALL SIGN #5
INSTALL
SIGN #6
INSTALL SIGN #8
INSTALL
SIGN #1
INSTALL SIGN #2
INSTALL
SIGN #5
INSTALL
SIGN
#12
INSTALL
SIGN #1
INSTALL
SIGN #9
INSTALL
SIGN #3
INSTALL
SIGN #9
INSTALL
SIGN
#10
CONSTRUCT BERM
AND BOULDER
CLUSTER, TYP.
(SEE SHEET S4
AND D19)
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
CONSTRUCT DOUBLE SPUR,
TYP. (24' X 60 - SEE R SHEETS)
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
INSTALL 6-FOOT WHEEL
STOP, TYP. (SEE SHEET D7)
INSTALL 8-FOOT WHEEL
STOP, TYP. (SEE SHEET D7)
BLEND DRAINAGE SWALE INTO
EXISTING LANDSCAPE CONSTRUCT CONCRETE FAMILY
UNIT WITH SHELTER, TYP.
(SEE SHEET D12)
INSTALL DIRECTIONAL ARROW,
TYP. (SEE SHEET R12)
EXISTING TRAIL, TYP.
CONSTRUCT TRAIL PULLOUT, TYP.
(SEE SHEET TR5)
INSTALL
CONCRETE
WATER
CROSSING
(SEE
SHEET R12)
INSTALL CULVERT, TYP.
(SEE SHEET R16)
FINAL: SIGNED 1/22/2026
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
6 1 5:
R
YA
NB
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A.
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EE
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ME
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DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
SITE PLAN
EAST
R. BUDGE
R. BUDGE
R. ANDERSON
S3 5 57
CONSTRUCT FAMILY UNIT WITH
SHELTER, TYP. (SEE SHEET D1)
CONSTRUCT TENT PAD, TYP. (SEE SHEET D6)
INSTALL BARRIER
ROCKS, TYP.
(SEE SHEET D7)
CONSTRUCT 3-PANEL BULLETIN
BOARD WITH FEE TUBE
(SEE SHEETS D8)
CONSTRUCT POST
AND POLE FENCE
ABOVE CLIFF AREA
(APPROX. 1,425' L.F.
- SEE SHEET D22)
INSTALL UNIT MARKER, TYP.
(SEE SHEET D5)
EXISTING TRAIL, TYP.
CONSTRUCT 3-FOOT WIDE
NATIVE SURFACE TRAIL, TYP.
(SEE TR SHEETS)
HOST SITE
(SEE SHEET D25)
CONSTRUCT 8-STALL
TRAILHEAD PARKING LOT
(SEE R SHEETS)
INSTALL SINGLE-UNIT
VAULT COMFORT STATION
(SEE SHEET D24)
CONSTRUCT SINGLE SPUR,
TYP. (16' X 45' - SEE R SHEETS)
INSTALL
DOUBLE-UNIT VAULT
COMFORT STATION
(SEE SHEET D24)
CONSTRUCT DUMPSTER
PAD AND SCREEN WALL
(SEE SHEET D23)
INSTALL
28-FOOT ROAD
CLOSURE
GATE (SEE
SHEET R17)
INSTALL 28-FOOT ROAD CLOSURE GATE
(SEE SHEET R17)
REMOVE AND DISPOSE OF
VEGETATION AFFECTED BY
NEW CONSTRUCTION
CONSTRUCT ROCKERY
RETAINING WALL, TYP.
(SEE SHEET D20)
CONSTRUCT 4-FOOT WIDE
AGGREGATE PATH, TYP.
(SEE SHEET D3)
PARKING STALL
LAYOUT
(SEE SHEET D21)
INSTALL
SIGN #1
INSTALL
SIGN #4
INSTALL
SIGN #11
INSTALL
SIGN #12
INSTALL
SIGN #2
INSTALL
SIGN #1
INSTALL
SIGN #5
INSTALL
SIGN #5
INSTALL
SIGN #3
CONSTRUCT BERM
AND BOULDER
CLUSTER, TYP.
(SEE SHEET S4
AND D19)
INSTALL
SIGN #10
INSTALL
28-FOOT ROAD
CLOSURE GATE
(SEE SHEET
R17)
INSTALL
SIGN #1
INSTALL
SIGN #5
CONSTRUCT DRAINAGE
SWALE (SEE SHEET D19)
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
INSTALL 6-FOOT WHEEL
STOP, TYP. (SEE SHEET D7)
INSTALL 8-FOOT WHEEL
STOP, TYP. (SEE SHEET D7)
CONSTRUCT
CONCRETE FAMILY
UNIT WITH SHELTER
(SEE SHEET D12)
INSTALL DIRECTIONAL
ARROW, TYP. (SEE SHEET R12)
INSTALL
CONCRETE
WATER
CROSSING
(SEE
SHEET R12)
INSTALL GUTTER
(SEE SHEET R12)
CONSTRUCT
CONCRETE FAMILY
UNIT WITH SHELTER
(SEE SHEET D12)
FINAL: SIGNED 1/22/2026
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X
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
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DW
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INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
SITE PLAN
BOULDER CLUSTER,
BERM, DRAIN SWALE,
POST AND POLE FENCE,
SHELTER ORIENTATION
R. BUDGE
R. BUDGE
R. ANDERSON
S4 6 57
UTAH HWY 24
CONSTRUCT BERM AND BOULDER
CLUSTER, TYP. (SEE SHEET D19)
CONSTRUCT BERM AND BOULDER
CLUSTER, TYP. (SEE SHEET D19)
NOTES:
1. SHELTERS SHALL BE INSTALLED WITH SLOPED LOW SIDE SOUTH-WEST FACING AS
SHOWN BY THE ARROWS AND ORIENTATION ON THIS SHEET.
6. INSTALL SHELTERS (SEE SPECIFICATION 136000).
7. SEE SHEET D20 FOR ROCKERY RETAINING WALLS.
8. CONSTRUCT ELEVEN (11) BOULDER CLUSTER AND BERM PODS IN THE LOCATIONS AS
SHOWN ON THIS SHEET OR AS STAKED BY THE COR.
9. SEE SHEET D19 FOR BOULDER CLUSTERS AND BERM DETAILS.
10. SEE SHEET D19 FOR DRAINAGE SWALE DETAIL.
11. SEE SHEET D22 FOR POST AND POLE FENCE DETAIL.
12. NOTES AND LEGEND ON SHEET S1 APPLY.
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
CONSTRUCT DRAINAGE SWALE
(SEE SHEET D19)
CONSTRUCT POST
AND POLE FENCE
(APPROX. 1,750' L.F.
- SEE SHEET D22)
INSTALL FAMILY UNIT SHELTERS
WITH SLOPED LOW SIDE IN
DIRECTION OF ARROW, TYP.
INSTALL FAMILY UNIT SHELTERS
WITH SLOPED LOW SIDE IN
DIRECTION OF ARROW, TYP.
INSTALL LOW SIDE OF MONOSLOPE
SHELTER IN DIRECTION OF ARROW
LEGEND
INSTALL GROUP SITE SHELTER
WITH SLOPED LOW SIDE IN
DIRECTION OF ARROW, TYP.
CONSTRUCT ROCKERY RETAINING
WALL, TYP. (SEE SHEET D20)
CONSTRUCT ROCKERY RETAINING
WALL, TYP. (SEE SHEET D20)
CONSTRUCT ROCKERY RETAINING
SITTING WALL AT GROUP SITE
(SEE SHEET D20)
CONSTRUCT DRAINAGE
SWALE AROUND GROUP SITE
(SEE SHEET D20)
BERM AND BOULDER CLUSTER
ROCKERY RETAINING WALL
POST AND POLE FENCE
DRAINAGE SWALE
FINAL: SIGNED 1/22/2026
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SCALE IN FEET
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60'
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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
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ME
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SM
ES
A.
CA
MP
GR
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IL
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UN
IT
S_
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G_
PA
D.
DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
FAMILY UNIT AND
AGGREGATE PAD
LAYOUT DETAILS
R. BUDGE
R. BUDGE
D.JEPPSEN
FINAL
D1 7 57
FINAL: SIGNED 1/22/2026
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INSTALL FIRE RING (SEE SHEET D4)
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INSTALL TIMBER HEADER (SEE DETAIL THIS SHEET)
AutoCAD SHX Text 4-FOOT WIDE AGGREGATE PATH BETWEEN FAMILY UNIT AND PARKING SPUR. INSTALL IN LOCATIONS AS SHOWN ON THE SITE PLAN OR AS STAKED. (SEE SHEET D3)
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INSTALL UTILITY TABLE (SEE SHEET D3)
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INSTALL PICNIC TABLE, TYP. (SEE SHEET D2)
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INSTALL 4-INCH DEPTH AGGREGATE - GRADING G
AutoCAD SHX Text INSTALL MONOSLOPE EMBEDDED POST SHELTER - ON ALL FAMILY UNITS AS IDENTIFIED ON THE S SHEETS (SEE SPECIFICATION 136000)
AutoCAD SHX Text THE SHELTERS SHALL BE EMBEDDED POST IN CONCRETE FOOTERS. CONSULT SHELTER VENDOR FOR FOOTING SIZE (SEE DETAIL THIS SHEET)
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4-INCH DEPTH AGGREGATE (GRADING G)
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SHELTER COLUMN
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6-INCH DEPTH AGGREGATE (GRADING G)
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CONCRETE FOOTER (SHALL BE SIZED BY SHELTER VENDOR ENGINEER)
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NATIVE SOIL
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INSTALL LOW SIDE OF MONOSLOPE SHELTER SOUTH-WEST FACING AS SHOWN ON SHEET S4
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MONOSLOPE SHELTER
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FAMILY UNIT PAD
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CONCRETE FOOTER DETAIL (SEE THIS SHEET)
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4" MIN. DEPTH COMPACTED SURFACE COARSE GRAVEL - GRADING G
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NATIVE SOIL
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6" X 6" PRESSURE TREATED TIMBER HEADER
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3:1 CUT MAXIMUM
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PROVIDE 4" DEEP DRAINAGE SWALE
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RECESS FINISH GRADE 1-INCH FROM TOP OF 6" X 6" TIMBER HEADER
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1% OUTSLOPE
AutoCAD SHX Text 4:1 FILL SLOPE PREFERABLE (LESS THAN 1-FOOT FILL) 3:1 MAXIMUM (GREATER THAN 1-FOOT FILL)
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2-FOOT SHOULDER
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2-FOOT SHOULDER
AutoCAD SHX Text GRABBER SCREWS: 1. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 2. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. 3. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. TIMBER: 1. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. 2. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. 3. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. 4. TREAT ALL CUT TIMBER ENDS.TREAT ALL CUT TIMBER ENDS.
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TIMBER EDGER 6" X 6"
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AGGREGATE GRADING G
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1/2" DIA. X 16" L ANCHOR SPIKE INSTALLED FLUSH
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EXISTING GROUND
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AGGREGATE GRADING G
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ANCHOR SPIKE 6' O.C. MAX. (SEE DETAIL, THIS SHEET)
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5"L X 1/2" DIA. LAG SCREW COUNTER SUNK 1/4" (4) PER HALF LAP JOINT, TYP
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SECTION VIEW
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IN-LINE SPLICE FASTENING
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CORNER FASTENING
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ISOMETRIC VIEW
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TIMBER EDGER 6" X 6"
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FAMILY UNIT - AGGREGATE PAD (NO SCALE)
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(PLAN VIEW)
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TYPICAL FAMILY UNIT CUT AND FILL (NO SCALE) (NO SCALE)(NO SCALE)
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(SECTION VIEW)
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TIMBER HEADER HALF LAP JOINT AND ANCHOR SPIKE DETAILS
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(NO SCALE)
AutoCAD SHX Text NOTE: 1. ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL AGGREGATE FOR FAMILY UNITS AND PATHS SHALL BE FURNISHED AND ALL AGGREGATE FOR FAMILY UNITS AND PATHS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. FAMILY UNITS THAT ARE NOT LOCATED WITHIN 5-FEET OF SPURS SHOULD BE STAKED TO FAMILY UNITS THAT ARE NOT LOCATED WITHIN 5-FEET OF SPURS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS).
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* ORIENT THE LOW SIDE OF ORIENT THE LOW SIDE OF OVERHEAD MONOSLOPE SHELTERS SOUTH / WEST FACING FOR MAXIMUM SOLAR PROTECTION
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SHELTER CONCRETE FOOTER (NO SCALE)
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(SECTION VIEW)
AutoCAD SHX Text NOTE: 1. SHELTER VENDOR SHALL PROVIDE SHELTER VENDOR SHALL PROVIDE STAMPED STRUCTURAL DRAWINGS BY AN ENGINEER FOR FOOTERS AND SHELTER.
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SHELTER ORIENTATION (NO SCALE)
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(ELEVATION VIEW)
(SEE SHEET S4)
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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
E\
ME
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SM
ES
A.
CA
MP
GR
OU
ND
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\D
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AN
DE
D.
ME
TA
L.
ME
SH
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OV
AB
LE
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AB
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GG
RE
GA
TE
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AD
.D
W G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
8-FOOT EXPANDED
METAL PICNIC TABLE
(AGGREGATE PAD)
R.BUDGE
R.BUDGE
R. ANDERSON
D2 8 57
FINAL: SIGNED 1/22/2026
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PICNIC TABLE (REMOVABLE,
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AutoCAD SHX Text 8"
AutoCAD SHX Text #4 x 30" REBAR BENT
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FRAME - ADA ACCESSIBLE
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INSTALL ONE CONCRETE
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FREE STANDING) TYPE "E"
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STEEL CHAIN
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PLACE CONCRETE
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ANCHOR.
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IN "U" SHAPE. PASS
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BAR THROUGH LINK.
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TABLE, BY R.J. THOMAS MFG. CO.
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MODEL XT/W-8VW
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APPROVED EQUAL.
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ANCHOR AT ANY ONE
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OF FOUR LOCATIONS
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CENTER EYE BOLT INSTALLATION
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FINISH GRADE
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AS STAKED BY THE ENGINEER.
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WELD OR DISTORT THREADS
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SO NUT CAN NOT BE REMOVED.
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STEEL CHAIN
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EXPANDED METAL MESH SEAT
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EXPANDED METAL MESH TABLE TOP
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SUPPORT FRAME, TYP.
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STEEL CHAIN
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NOTES:
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1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE PER ANSI Y14.5M-1982.
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2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES.
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3. DO NOT SCALE DRAWING.
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5. TABLE MODEL XT/CW-8VW IS A SPECIAL TABLE MANUFACTURED
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FOR THE FOREST SERVICE. THE CONTRACTOR SHALL BE
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RESPONSIBLE TO CONTACT THE SPECIFIED MANUFACTURER
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TO HAVE THE TABLE MANUFACTURED IN ACCORDANCE WITH
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R.J. THOMAS MFG. CO.
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4. THE CHAIN SHALL BE INSTALLED SO IT LAYS WITH FINISH GRADE.
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PLAN VIEW (NO SCALE) (NO SCALE)(NO SCALE)
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SIDE SECTION-VIEW (NO SCALE) (NO SCALE)(NO SCALE)
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END SECTION-VIEW (NO SCALE) (NO SCALE)(NO SCALE)
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NATIVE SOIL
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NATIVE SOIL
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4-INCH DEPTH
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AGGREGATE
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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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
E\
ME
EK
SM
ES
A.
CA
MP
GR
OU
ND
.20
\D
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IN
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\D
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TY
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AB
LE
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GG
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ON
C_
NA
TI
VE
_P
AT
HS
.D
W G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
UTILITY TABLE
(EMBEDDED POST)
AND PATH DETAILS
R.BUDGE
R.BUDGE
R. ANDERSON
D3 9 57
FINAL: SIGNED 1/22/2026
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OUTSLOPE 2%
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2:1 CUT SLOPE
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4" MIN. DEPTH COMPACTED SURFACE COURSE - GRADING G
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COMPACTED FILL FROM EXCAVATED MATERIAL
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3:1 SLOPE OR AS FIELD STAKED
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NATIVE SOIL
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4" MIN. DEPTH COMPACTED SURFACE COURSE - GRADING G
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FINISHED GRADE
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2% OUTSLOPE
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EXCAVATE 2" OF SUBGRADE FOR PATH
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3:1 SLOPE, TYP
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NATIVE SOIL
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4" DEPTH AGGREGATE PATH
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4" MIN. DEPTH COMPACTED BASE COURSE - GRADING C
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FINISHED GRADE
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2% OUTSLOPE
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EXCAVATE 2" OF SUBGRADE FOR CONC. PATH
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NATIVE SOIL
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4" DEPTH CONCRETE
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BACKFILL WITH NATIVE SOIL TO TOP OF FINISHED SIDWALK
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2:1 MAXIMUM CUT SLOPE
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4" MIN. DEPTH COMPACTED BASE COURSE - GRADING C
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COMPACTED FILL FROM EXCAVATED MATERIAL
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2:1 MAXIMUM FILL SLOPE OR AS FIELD STAKED
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SUBGRADE
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2% OUTSLOPE
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4" DEPTH CONCRETE WITH LIGHT BROOM FINISH (SEE DETAIL ON SHEET D12)
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EXISTING GRADE
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FINISH GRADE
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FOR TABLE SURFACE
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1/4" ROLLED STEEL PLATE
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FRONT FIN TURNED
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DOWN
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RECTANGULAR TUBING
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POST
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REAR AND SIDE FINS
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TURNED UP
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CONCRETE
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FOOTING
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SEE "ROLLED SURFACE
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PLATE SECTION" DETAIL
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ROLL OR WELD 2" FIN
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TO TABLE SURFACE
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BACK & SIDE FINS @ 90 DEGREES
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TURN DOWN FRONT FIN AND TURN UP
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NOTE:
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4" X 6" X 1/4" TUBE
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STEEL RECTANGULAR
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STRUCTURAL TUBING
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CONTINUOUS WELD
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FINISHED GRADE
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MIN.
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MIN.
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#4 X 12" REBAR
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THROUGH SUPPORT
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1. SPURS AND SHARP EDGES SHALL BE
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GROUND SMOOTH.
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NOTES:%%U
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WITH HEAT RESISTANT STOVE BLACK.
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2. ALL SURFACES SHALL BE POWDER COATED
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AGGREGATE
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CONCRETE FOOTING
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FROM TABLE SURFACE.
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TOP SIDE FIN NO SCALE
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OR APPROVED EQUAL.
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3. UTILITY TABLE SHALL BE PILOT ROCK MODEL #ULT/B-1
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(CUT AND FILL - SECTION VIEW)
AutoCAD SHX Text NOTES: 1. PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE CONTRACTING OFFICERS REPRESENTATIVE MAY APPROVE PATHS THAT SLOPE 8.33% FOR UP TO 50 PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE CONTRACTING OFFICERS REPRESENTATIVE MAY APPROVE PATHS THAT SLOPE 8.33% FOR UP TO 50 FEET, OR 10% FOR UP TO 30 FEET. CROSS SLOPES SHOULD NOT EXCEED 2% BUT MAY BE UP TO 3% TO ENSURE PROPER DRAINAGE. 2. PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND (WHERE POSSIBLE) AS SHOWN ON THESE DRAWINGS. PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND (WHERE POSSIBLE) AS SHOWN ON THESE DRAWINGS. 3. CONCRETE CONTROL JOINTS SHALL BE PLACED IN CONCRETE PATHS AT A MAXIMUM SPACING OF 5 FEET. EXPANSION JOINTS SHALL BE SPACED TO A CONCRETE CONTROL JOINTS SHALL BE PLACED IN CONCRETE PATHS AT A MAXIMUM SPACING OF 5 FEET. EXPANSION JOINTS SHALL BE SPACED TO A MAXIMUM OF 40 FEET AND AT INTERSECTIONS WITH FAMILY UNITS AND BUILDINGS. 4. SEE CONCRETE FINISH DETAILS ON SHEET D12. SEE CONCRETE FINISH DETAILS ON SHEET D12. 5. SEE CONCRETE SPECIFICATION 033000. SEE CONCRETE SPECIFICATION 033000. 6. THE CONTRACTOR SHALL CONSTRUCT A 3-FOOT WIDE NATIVE SURFACE PATH ON THE ALIGNMENT AS SHOWN ON SHEET TR5 SHEETS BY REMOVING AND THE CONTRACTOR SHALL CONSTRUCT A 3-FOOT WIDE NATIVE SURFACE PATH ON THE ALIGNMENT AS SHOWN ON SHEET TR5 SHEETS BY REMOVING AND CLEARING ALL DEBRIS, VEGETATION, INERT MATERIAL AND REPAIRING ANY WASHOUTS TO DEFINE A DISTINCT NATIVE SURFACE PATH.
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AGGREGATE PATH DETAILS (NO SCALE) (NO SCALE)(NO SCALE)
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(ON-GRADE - SECTION VIEW)
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(CUT AND FILL - SECTION VIEW)
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COLORED CONCRETE PATH DETAILS (NO SCALE) (NO SCALE)(NO SCALE)
(ON-GRADE - SECTION VIEW)
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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
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HL
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SM
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A.
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OR
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AM
IL
Y_
UN
IT
S_
AG
G_
PA
D.
DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
METAL FIRE RING
DETAILS (AGGREGATE
PAD FAMILY UNITS)
R.BUDGE
R.BUDGE
R. ANDERSON
D4 10 57
FINAL: SIGNED 1/22/2026
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LOG GRATE
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NATIVE SOIL
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42" DIAMETER X 18" DEEP DRAIN HOLE W/ WASHED GRADING C GRAVEL
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30" DIA.
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COOKING SWIVEL GRATE
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DRAFT HOLE (TYP.)
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FINISH GRADE
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4" COMPACTED CRUSHED AGGREGATE (GRADING - G)
AutoCAD SHX Text NOTES: : 1. FIRE RING SHALL BE FURNISHED AND INSTALLED BY FIRE RING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. FIRE RING SHALL BE MODEL: JAMESTOWN 30 INCH FIRE RING SHALL BE MODEL: JAMESTOWN 30 INCH FIREVIEW RING WITH 290 SQUARE INCH SWIVEL COOKING GRATE TOP AND LOG GRATE, BLACK POWDER COAT FINISH, 18 INCHES HIGH WITH MOUNTING STAPLES. SKU# 14364 AS MANUFACTURED BY JAMESTOWN ADVANCED PRODUCTS. PHONE (800) 452-0639 OR AN APPROVED EQUAL.
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FIRE RING
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COOKING AND LOG GRATE NOT SHOWN FOR CLARITY
AutoCAD SHX Text 9"
AutoCAD SHX Text 18"
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7 GA. A36 STEEL FIRE RING
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AutoCAD SHX Text 6"
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SWIVEL GRATE HANDLE
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COOKING SWIVEL GRATE
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FIRE RING
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FIRE RING TIP UP HINGE ATTACHED TO CONCRETE FOOTER WITH STAPLE (TYP)
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LOG GRATE
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FIRE RING TIP UP HINGE ATTACHED TO CONCRETE FOOTER WITH STAPLE (TYP)
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20"L X 6"W X 12"D CONCRETE FOOTER WITH 2, EMBEDDED 1/2" DIA. MOUNTING STAPLES
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20"L X 6"W X 12"D CONCRETE FOOTER WITH 2, EMBEDDED 1/2" DIA. MOUNTING STAPLES
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CONCRETE FOOTER NOT SHOWN FOR CLARITY
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42" DIAMETER X 18" DEEP DRAIN HOLE BENEATH FIRE RING W/ WASHED GRADING C GRAVEL
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PLAN VIEW
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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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
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GS
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T_
MR
KR
.D W
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
UNIT MARKER DETAILS
R.BUDGE
R.BUDGE
R. ANDERSON
D5 11 57
FINAL: SIGNED 1/22/2026
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1" CHAMFER
AutoCAD SHX Text NUMBERS OR LETTERS - 4" TALL, 9/16" DEEP, FLAT ROUTE, TWO SIDES, PAINT WITH 2 COATS EXTERIOR CREAM REFLECTIVE PAINT (FEDERAL STANDARD 595 NO. 23695)
AutoCAD SHX Text 6" x 6" x 5'-0" REDWOOD S4S CONSTRUCTION GRADE #1, SEAL WITH 2 COATS OF EXTERIOR PENETRATING STAIN (FEDERAL STANDARD 595 NO. 20059)
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COMPACTED BACK FILL
AutoCAD SHX Text NOTE: LOCATION OF UNIT MARKERS AS SHOWN ON DRAWINGS OR AS DIRECTED BY CONTRACTING OFFICERS REPRESENTATIVE. GROUP SITE SPURS UNIT MARKERS SHALL BE ROUTED WITH LETTERS A,B, AND C (SEE SHEET S6 FOR LOCATIONS)
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UNIT MARKER - DETAIL (NO SCALE) (NO SCALE)(NO SCALE)
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SPUR
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TRAVEL WAY
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ROAD SHOULDER
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UNIT MARKER
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ANGLE VARIES
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INSTALL MEDIUM HARDENED STEEL BINDER CLIP WITH 2" WOOD SCREW
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UNIT MARKER LOCATION
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PLAN VIEW
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SET ON 6" OF 1" TO 2" DRAIN ROCK
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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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
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HL
AK
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ME
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SM
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A.
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MP
GR
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ND
.20
\D
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GS
\D
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EN
T_
PA
DS
.D W
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
TENT PAD
DETAILS
R.BUDGE
R.BUDGE
R. ANDERSON
D6 12 57
FINAL: SIGNED 1/22/2026
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CRUSHED BEDDING MATERIAL
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6" X 6" PRESSURE TREATED TIMBER HEADER (SEE FASTENING DETAIL THIS SHEET)
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6" DEPTH CRUSHED BEDDING MATERIAL
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NATIVE SOIL
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6" X 6" PRESSURE TREATED TIMBER HEADER
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3:1 CUT MAXIMUM
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PROVIDE 4" DEEP DRAINAGE SWALE
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RECESS FINISH GRADE 1-INCH FROM TOP OF 6" X 6" TIMBER HEADER
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1% OUTSLOPE
AutoCAD SHX Text 4:1 FILL SLOPE PREFERABLE (LESS THAN 1-FOOT FILL) 3:1 MAXIMUM (GREATER THAN 1-FOOT FILL)
AutoCAD SHX Text GRABBER SCREWS: 1. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 2. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. EXTEND INTO THE ATTACHED PIECE 1" MINIMUM WHEN PULLING ACROSS THE GRAIN AND 2" WHEN PULLING ALONG THE GRAIN. 3. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. INSTALLED IN PRE-DRILLED HOLES, 1" FROM EDGES, FLUSH WITH SURFACE. TIMBER: 1. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. SINGLE TIMBER SHALL BE INSTALLED WITHOUT SPLICES ON SIDES UP TO 16' LONG. 2. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. ONE SPLICE IS ALLOWED PER EDGE. SHORT BOARDS USED IN SPLICES SHALL BE A MINIMUM OF 6' LONG. 3. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. PRE-DRILL 7/16" HOLE THROUGH TIMBERS WHERE ANCHOR SPIKES WILL BE INSTALLED. 4. TREAT ALL CUT TIMBER ENDS.TREAT ALL CUT TIMBER ENDS.
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PRESSURE TREATED TIMBER EDGER 6" X 6"
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CRUSHED BEDDING MATERIAL
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1/2" DIA. X 16" L ANCHOR SPIKE INSTALLED FLUSH
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EXISTING GROUND
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CRUSHED BEDDING MATERIAL
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ANCHOR SPIKE 6' O.C. MAX. (SEE DETAIL, THIS SHEET)
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5"L X 1/2" DIA. LAG SCREW COUNTER SUNK 1/4" (4) PER HALF LAP JOINT, TYP
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SECTION VIEW
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IN-LINE SPLICE FASTENING
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CORNER FASTENING
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ISOMETRIC VIEW
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PLAN VIEW (NO SCALE)
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CROSS SECTION (NO SCALE)
AutoCAD SHX Text NOTE: 1. AT A MINIMUM 20% OF ALL TENT PAD SITES SHALL BE AT A MINIMUM 20% OF ALL TENT PAD SITES SHALL BE ACCESSIBLE (AS SHOWN ON THE DRAWINGS OR TO BE DETERMINED IN THE FIELD BY THE CONTRACTING OFFICER). 2. TENT PADS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS). TENT PADS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS). 3. CRUSHED BEDDING MATERIAL (SEE SPECIFICATION 322100).CRUSHED BEDDING MATERIAL (SEE SPECIFICATION 322100).
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TIMBER HEADER HALF LAP JOINT AND ANCHOR SPIKE DETAILS (NO SCALE)
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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
1/2 1/2
6 1 5:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
E\
ME
EK
SM
ES
A.
CA
MP
GR
OU
ND
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AR
RI
ER
_R
OC
KS
_W
HE
EL
_S
TO
P.
DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
BARRIER ROCK AND
WHEEL STOP
INSTALLATION DETAILS
R.BUDGE
R.BUDGE
R. ANDERSON
D7 13 57
FINAL: SIGNED 1/22/2026
AutoCAD SHX Text A
AutoCAD SHX Text A
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FINISHED SURFACE
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PRE-DRILLED HOLE
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ANCHOR SPIKE - 3 REQUIRED PER CURB
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COLORED CONCRETE WHEEL STOP
AutoCAD SHX Text NOTES: 1. SEE SPECIFICATION 322622 FOR SEE SPECIFICATION 322622 FOR WHEEL STOP STYLE AND SIZE. 2. INSTALL PER MANUFACTURERS INSTALL PER MANUFACTURERS SPECIFICATIONS.
AutoCAD SHX Text NOTES 1. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH. WEATHERED SIDE SHOULD FACE UP. 2. PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL AVOID PLACING IN LONG ROWS WITH EQUAL SPACING. 3. ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE SHALL BE APPROVED BY THE CONTRACTING OFFICER. 4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE. 5. INSTALL BARRIER ROCKS IN THE SIZE AND SHAPE WITH A INSTALL BARRIER ROCKS IN THE SIZE AND SHAPE WITH A MIX OF COLORS (RED, ORANGE, YELLOW, DARK BASALT/LAVA) AS NOTED IN SPECIFICATION 322205.
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24" MIN.
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1/3 DEPTH MIN.
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30" (MIN. SPACING)
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48" (MAX. SPACING)
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4'-0" (MIN. SPACING)
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4'-9" (MAX. SPACING)
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ROAD SHOULDER
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18" MIN.
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18" MIN.
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ACTUAL SPACING SHALL BE AS STAKED
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EXISTING TREES
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EXISTING TREES
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30" (MIN. SPACING)
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48" (MAX. SPACING)
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COLORED CONCRETE WHEEL STOP (NO SCALE)
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ROCK BARRIER - DETAIL (NO SCALE)
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ELEVATION VIEW
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PLAN VIEW
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ELEVATION
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SECTION A-A
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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
1/2 1/2
6 1 3:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
E\
ME
EK
SM
ES
A.
CA
MP
GR
OU
ND
.20
\D
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IN
GS
\D
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-P
AN
EL
_B
UL
LE
TI
N_
BO
AR
D_ A.
DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
3 PANEL BULLETIN
BOARD - SHEET A
R.BUDGE
R.BUDGE
R. ANDERSON
D8 14 57
FINAL: SIGNED 1/22/2026
AutoCAD SHX Text
FRONT ELEVATION (NTS) (NTS)
AutoCAD SHX Text NOTES: 1. SEE SPECIFICATION 101110 FOR SEE SPECIFICATION 101110 FOR ORDERING INFORMATION, METAL AND PAINT REQUIREMENTS 2. SEE SHEET D9 FOR ADDITIONAL SEE SHEET D9 FOR ADDITIONAL CONSTRUCTION INFORMATION 3. ALUMINUM ASSEMBLY FIXTURES TO BE ALUMINUM ASSEMBLY FIXTURES TO BE USED DURING INSTALLATION TO MAINTAIN POST SPACING. REMOVE WHEN INSTALLING THE TACKBOARD SIGNS. 4. DIG FOOTING HOLES EXACTLY 2'-6" DIG FOOTING HOLES EXACTLY 2'-6" DEEP TO ENSURE PROPER VIEWING HEIGHT OF BULLETIN BOARD / KIOSK SIGN PANELS
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NATIVE SOIL
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FINISH GRADE
AutoCAD SHX Text 6" x 6" x 120" STEEL END POST W/ 2 MOUNTING TABS
AutoCAD SHX Text 6" x 6" x 120" STEEL CENTER POST, ANGLED RIGHT W/ 4 MOUNTING TABS
18" DIA. CONCRETE FOOTING, TYP.
AutoCAD SHX Text 4" COMPACTED CRUSHED AGGREGATE GRADING "G", GRADE AT 1% MIN. TO 2% MAX. AWAY FROM BULLETIN BOARD
AutoCAD SHX Text 5" x 5" x 7" ENVELOPE BOX
AutoCAD SHX Text 6" x 6" x 120" STEEL CENTER POST, ANGLED LEFT W/ 4 MOUNTING TABS
AutoCAD SHX Text ALUMINUM ASSEMBLY FIXTURE, TYP. ATTACH TO BACKSIDE OF MOUNTING TABS. USE ONLY DURING INSTALLATION
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SHED ROOF PANEL W/ BROWN STANDING METAL SEAM OVERLAY, TYP.
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SHED ROOF MOUNTING PLATE, TYP.
AutoCAD SHX Text 38-16x " LONG STAINLESS STEEL BUTTON HEAD BOLT, TYP.34" LONG STAINLESS STEEL BUTTON HEAD BOLT, TYP.
AutoCAD SHX Text 6" x 6" x 120" STEEL END POST W/ 2 MOUNTING TABS
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BUILT-IN LOCKING FEE BOX
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TACKBOARD SIGN (3) SUPPLIED BY MANUFACTURER
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ARCHIVE NO.DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
6 1 3:
R
YA
NB
UD
GE
X :\F
IS
HL
AK
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ME
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SM
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A.
CA
MP
GR
OU
ND
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\D
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AN
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UL
LE
TI
N_
BO
AR
D_ B.
DW
G;
R4
INTERMOUNTAIN REGION
MEEKS MESA
CAMPGROUND
CONSTRUCTION
FISHLAKE
NATIONAL FOREST
FREMONT RIVER RANGER DISTRICT
3 PANEL BULLETIN
BOARD - SHEET B
R.BUDGE
R.BUDGE
R. ANDERSON
D9 15 57
FINAL: SIGNED 1/22/2026
6" X 6" STEEL POST, TYP.
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18" DIA. CONCRETE FOOTING, TYP.
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AGGREGATE PAD
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HEX NUT
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STEEL WASHER
AutoCAD SHX Text
WELDED SIGN MOUNTING TAB
AutoCAD SHX Text
ALUMINUM ASSEMBLY FIXTURE
AutoCAD SHX Text
STEEL WASHER
AutoCAD SHX Text 38 x 1" HEX HEAD BOLT
AutoCAD SHX Text
FRONT OF KIOSK
AutoCAD SHX Text
STEEL POST
AutoCAD SHX Text NOTES: 1. MOUNT ALUMINUM ASSEMBLY FIXTURES MOUNT ALUMINUM ASSEMBLY FIXTURES ON BACKSIDE OF MOUNTING TABS 2. ALUMINUM ASSEMBLY FIXTURES TO BE ALUMINUM ASSEMBLY FIXTURES TO BE USED DURING INSTALLATION TO MAINTAIN POST SPACING. REMOVE WHEN INSTALLING THE TACKBOARD SIGNS.
AutoCAD SHX Text
CARRIAGE BOLT
AutoCAD SHX Text
BLACK NYLON CARRIAGE BOLT ADAPTER
AutoCAD SHX Text
2" DIA. STAINLESS STEEL FENDER WASHER
AutoCAD SHX Text
WELDED SIGN MOUNTING TAB
AutoCAD SHX Text
PLASTIC FLAT WASHER
AutoCAD SHX Text
VANDLGARD BREAK-AWAY…
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