C04c Attachment 3 Drawings Kents Lake 1240LT26Q0106.pdf
PDF 23 MB Posted
- Solicitation number
- 1240LT26Q0106
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a comprehensive set of design and construction plans for the GAOA Kent's Lake Campground Reconstruction Project located in Beaver County, Utah on the Fishlake National Forest, Beaver Ranger District.
The project encompasses the complete reconstruction of a 31-site family unit campground with 2 double-family units, plus additional tent pads and day-use facilities. Base bid items include construction staking, demolition of existing structures, concrete sidewalks and stairs, site furnishings (picnic tables, fire rings, utility tables), water hydrants and infrastructure, signage, barrier rocks, and roadway reconstruction with 6-inch compacted crushed aggregate surfacing. Optional bid items include concrete sidewalk upgrades for specific areas, day-use picnic area concrete pads, and aggregate base with grading. The project requires reconstruction of the main campground loop road (approximately 34 stations), 16 parking spurs varying from 10 to 24 feet wide with aggregate shoulders, concrete pads for designated accessible sites (sites 2, 5, 11, 22, 27, and 31), and installation of approximately 16 culverts for drainage. Water system improvements include installation of new 2-inch HDPE waterlines, hydrants, and isolation valves. Rockery retaining walls are specified for sites with significant grade changes. All roadways, parking areas, and disturbed areas must be reseeded with native vegetation. The drawings indicate detailed specifications for family unit layouts, tent pad construction, accessibility requirements, gate fabrication and installation, typical spur sections, and utility coordination for water and sewer systems serving the campground facilities.
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Text version
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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
4/3 0/2
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
DEMOLITION
PLAN - OVERVIEW
02/08/2024
JR/RB
JR/RB
R. ANDERSON
DE1
4 49
LEGEND:
SHEET DE2
SHEET DE3
EXISTING FIRE RINGS TO BE
REMOVED.
EXISTING PICNIC TABLES TO BE
REMOVED.
EXISTING WATER HYDRANTS
(ONLY REMOVE WHERE
DESIGNATED)
W EXISTING WATER LINE
(FOR REFERENCE)
WV
EXISTING WATER VALVES
(FOR REFERENCE)
EXISTING STRUCTURES
*DO NOT REMOVE
EXISTING CONCRETE VAULT
FOUNDATION TO BE REMOVED.
EXISTING FENCEX
SUBSTANTIAL EFFORT SHOULD BE MADE BY THE CONTRACTOR TO LOCATE EXISTING
UTILITIES IN/AROUND EACH SITE WITHIN THE PROJECT AREA, PRIOR TO THE START OF
DECOMMISSIONING. IF CONFLICTS OCCUR, NOTIFY THE CONTRACTING OFFICER
IMMEDIATELY. ALL UTILITIES ARE APPROXIMATE AND PROVIDED FOR REFERENCE ONLY.
DO NOT DAMAGE EXISTING TREES NOT PROPERLY MARKED FOR REMOVAL. ONLY REMOVE
DESIGNATED (AND MARKED) TREES, IDENTIFIED BY THE CONTRACTING OFFICER.
REMOVE PEDESTAL GRILLS, FIRE RINGS, PICNIC TABLES, AND OTHER DESIGNATED ITEMS,
FROM EACH DESIGNATED CAMPSITE AND DISPOSE OF IN AN APPROVED LANDFILL.
REFER DE SHEETS FOR ALL ITEMS TO BE REMOVED, DISPOSED OF, AND
DECOMMISSIONED.
CONTRACTOR SHALL REMOVE ALL EXISTING FURNITURE AND STOCKPILE SALVAGABLE
FURNITURE. ALL SALVAGABLE FURNITURE WILL BE PROPERLY MARKED AND STORED ON
SITE. ALL OTHER FURNITURE NOT PROPERLY MARKED WILL BE REMOVED AND
DISPOSED OF IN AN APPROVED LANDFILL.
EXISTING ROADWAYS WILL BE RECONSTRUCTED (R SHEETS) AND RESURFACED WITH 6" OF
CRUSHED AGGREGATE.
EXISTING SPURS WILL BE RECONSTRUCTED (R SHEETS) AND RESURFACED WITH 6" OF
CRUSHED AGGREGATE.
REMOVAL OF THE EXISTING RESTROOM VAULT (AND FOUNDATION ON THE WEST END OF
CAMPGROUND LOOP) WILL BE COMPLETELY REMOVED. ALL CONTOURING/RESHAPING
WILL REQUIRE STANDARD COMPACTION REQUIREMENTS FOR FUTURE CONSTRUCTION
USE.
REMOVE ALL TREES WITHIN NEW CONSTRUCTION ZONES
GENERAL NOTES:
EXISTING SPURS TO BE
DECOMISSIONED
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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
4/3 0/2
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N.
DW
G;
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
DEMOLITION
PLAN - WEST
02/08/2024
JR/RB
JR/RB
R. ANDERSON
DE2
5 49
KENT'S LAKE
SEE SHEET DE1 FOR DECOMMISSIONING NOTES
GENERAL NOTES:
REMOVE EXISTING
PICNIC TABLE (TYP)
REMOVE EXISTING
FIRE PIT (TYP)
REMOVE EXISTING CONCRETE
SLAB AND RESTROOM VAULT
(SCARIFY AND SHAPE TO MATCH
EXISTING TERRAIN)
EXISTING CATTLEGUARD
TO REMAIN
EXISTING RESTROOM
TO REMAIN REMOVE EXISTING
WATER HYDRANT
& CAP LATERAL AT MAIN
EXISTING RESTROOM
TO REMAIN
DECOMMISSION
EXISTING SPUR
EXISTING FENCE
TO REMAIN
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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
4/3 0/2
6 1 4:
N
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6 D E3
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EN
TS
LA
KE
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EM
OP
LA
N.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
DEMOLITION
PLAN - EAST
02/08/2024
JR/RB
JR/RB
R. ANDERSON
DE3
6 49
DECOMMISSION EXISTING PATH
AND EXISTING 12" ADS CULVERT
REMOVE EXISTING
PICNIC TABLE (TYP)
SEE SHEET DE1 FOR DECOMMISSIONING NOTES
GENERAL NOTES:
REMOVE EXISTING
FIRE PIT (TYP)
EXISTING FENCE
TO REMAIN
REMOVE EXISTING
WATER HYDRANT
REMOVE EXISTING
WATER HYDRANT
EXISTING RESTROOM
TO REMAIN
DECOMMISSION EXISTING
PATHWAY/TRAIL TO
RESTROOM REMOVE EXISTING
BENCH (TYP)
REMOVE EXISTING
PEDESTAL GRILL
(TYP)
EXISTING RESTROOM
TO REMAIN
RELOCATE EXISTING
CATTLEGUARD
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POINT TABLE
POINT #
NORTHING
10415914.30
10415385.71
10415863.86
10415742.63
10415522.78
10415569.42
10415566.34
10415758.16
10415994.48
10415917.99
10415915.15
10415891.86
10416050.58
10415984.66
10415786.78
10415656.50
10415908.84
10415649.74
10415851.84
10415934.52
10415731.04
10415423.23
10415631.73
EASTING
1365059.38
1365002.95
1363869.45
1365226.70
1365225.96
1365024.91
1364663.79
1364305.85
1364096.75
1364445.82
1364894.42
1364695.61
1364261.37
1363796.54
1364103.39
1364491.46
1364200.17
1365153.57
1363599.95
1365248.97
1364980.68
1364839.35
1364581.96
ELEVATION
8876.07
8826.31
8819.85
8865.70
8855.30
8839.85
8811.29
8820.91
8846.45
8853.15
8871.96
8864.36
8862.70
8826.62
8820.59
8811.57
8841.74
8852.13
8808.55
8879.89
8846.41
8816.34
8811.09
DESCRIPTION
SAC GPS-100
SAC GPS-101
SAC GPS-102
SNL CP-200
SNL CP-201
SNL CP-202
SNL CP-203
SNL CP-204
SNL CP-205
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SNL CP-207
SNL CP-208
SNL CP-209
SNL CP-210
SNL CP-211
SNL CP-212
SNL CP-213
SNL CP-214
SNL CP-215
SNL CP-216
SNL CP-217
SNL CP-218
TEMP SNL CP-219
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
4/3 0/2
6 1 5:
N
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NR
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R4
INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE
NATIONAL FOREST
BEAVER RANGER DISTRICT
SITE PLAN - OVERVIEW
02/20/2024
R. BUDGE
JR/RB
R. ANDERSON
S1
05/29/2025REFLECTS CHANGES TO S2/S3
7 49
SHEET S2
LEGEND *LEGEND SCALE: 1"=50'
SINGLE FAMILY UNIT SITE
DOUBLE UNIT FAMILY UNIT SITE
TENT PAD, SINGLE (16' BY 16')
TENT PAD, DOUBLE (16' BY 20')
DOUBLE-UNIT VAULT COMFORT STATION
BUILDING
GATE (SEE SITE PLAN)
TS
TD
SITE INFO:
SINGLE FAMILY UNIT
29 UNITS X 5 PAOT = 145
INCLUDES 1 HOST SITE
DOUBLE FAMILY UNIT
2 UNITS X 10 PAOT = 20
TOTAL PAOT = 165
AGGREGATE PATH
CONCRETE PATH
EXISTING HYDRANT
REGULATORY SIGN
BARRIER ROCK
ROCKERY RETAINING WALL
EXISTING VEGETATION
EXISTING FENCE
CONTROL POINT
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
2. REMOVE AND DISPOSE OF ALL EXISTING PICNIC TABLES, FIRE
RINGS, UNIT MARKERS AND ALL SITE FURNISHINGS AND INSTALL
NEW SINGLE AND DOUBLE FAMILY UNITS WHICH CONSIST OF NEW
PICNIC TABLE(S), FIRE RING AND UTILITY TABLE(S).
3. INSTALL BARRIER ROCKS AS SHOWN ON THIS SHEET FOR VEHICLE
CONTROL AS IDENTIFIED AND AS SHOWN ON THIS SHEET.
4. REINSTALL EXISTING UNIT MARKER POSTS FOR ALL CAMPSITES AS
SHOWN ON THE S SHEETS.
5. OBLITERATE, SCARIFY AND INSTALL NATIVE SEED IN ALL AREAS TO
BE RECLAIMED AND THAT ARE DISTURBED.
6. ACCESSIBLE SITES WILL HAVE 20-FOOT WIDE SPURS, CONCRETE
FAMILY UNITS, AND CONCRETE PATHS.
7. REGULATORY SIGN LIST IS ON SHEET D15.
8. ROCKERY WALL SITES WILL INCLUDE THE CONSTRUCTION OF NEW
CONCRETE STAIRS. SEE SHEET S2 AND S3 FOR CONCRETE STAIR
LOCATIONS.
SHEET S3
KENTS
LAKE
FS ROAD 137
X
SPUR INFO
ACCESSIBLE SITES 2, 5, 11, 22, 28, 31
DOUBLE SITES 4, 7
ROCKERY
RETAINING WALL
13, 20, 21, 23, 25, 27, 29
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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
4/3 0/2
6 1 5:
N
AT
HA
NR
OB
IN
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N C:
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SE
RS
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LA
KE
.S
IT
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LA
N_ W
IT
H
TR
EE
S.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE
NATIONAL FOREST
BEAVER RANGER DISTRICT
SITE PLAN - WEST
AND
DAY USE PARKING AREA
02/20/2024
R. BUDGE
JR/RB
R. ANDERSON
S2
05/29/2025UPDATED LEADERS
8 49
CONSTRUCT SINGLE TENT PAD (TYP)
SEE SHEET D6
CONSTRUCT SINGLE AGGREGATE FAMILY
UNIT WITH AGGREGATE PATH (TYP)
SEE SHEET D1
CONSTRUCT 4-FOOT WIDE
AGGREGATE PATH
SEE SHEET D3
CONSTRUCT ACCESSIBLE PARKING
SEE SHEET R19
KENTS
LAKE
FS ROAD 137
CONSTRUCT ACCESSIBLE PULLOUT
SEE SHEET R15
INSTALL SIGN #2
SEE SHEET D15
INSTALL SIGN #5
SEE SHEET D15
CONSTRUCT 6 STALL
AGGREGATE PARKING AREA
SEE SHEET R19
CONSTRUCT SINGLE LANE
AGGREGATE LOOP ROAD
SEE R SHEETS
14'
R3 0'
CONSTRUCT AGGREGATE
ROAD AND TURNAROUND
SEE R SHEETS
CONSTRUCT
STAIRS (TYP)
SEE SHEET D5
INSTALL SIGN #9
SEE SHEET D15
INSTALL SIGN #2
SEE SHEET D15
CONSTRUCT SINGLE ACCESSIBLE
CONCRETE FAMILY UNIT
SEE SHEET D9
CONSTRUCT AGGREGATE
ROAD AND TURNAROUND
SEE R SHEETS
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
CONSTRUCT CONCRETE PATH
SEE SHEET D3
INSTALL SIGN #5
SEE SHEET D15
INSTALL 25' X 25' CONCRETE
PAD WITH FOUR EXPAND
METAL PICNIC TABLES
SEE SHEET D10
INSTALL 24' X 24' STEEL
SHADE STRUCTURE
SEE SHEET D10
CONSTRUCT ROCKERY
RETAINING WALL
SEE SHEET D8
CONSTRUCT 4' WIDE ACCESSIBLE AGGREGATE PATH
(PARKING TO DAY USE TO RESTROOM)
CONSTRUCT 4' WIDE FOOT
PATH (NATIVE SURFACING)
CONSTRUCT 4' WIDE AGGREGATE PATH
(RESTROOM TO DAY USE AREA)
CONSTRUCT ROCKERY
RETAINING WALL (TYP)
SEE SHEET D8
EXISTING RESTROOM
FILL UP TO FLOOR
ELEVATION WITH
WASTE MATERIAL
EXISTING RESTROOM
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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
4/3 0/2
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE
NATIONAL FOREST
BEAVER RANGER DISTRICT
SITE
PLAN - EAST
02/20/2024
R. BUDGE
JR/RB
R. ANDERSON
S3
05/29/2025UPDATED LEADERS ONLY
9 49
NOTES:
1. NOTES AND LEGEND ON SHEET S1 APPLY.
INSTALL BARRIER ROCK
SEE SHEET D7
CONSTRUCT NEW HOST SITE
SEE SHEETS D16-D17
INSTALL MINOR SITE I.D. SIGN
SEE SHEET D16
EXISTING FENCE
TO REMAIN
14'
INSTALL SIGN #2
SEE SHEET D15
REINSTALL EXISTING FEE TUBE
SEE SHEETS D15
CONSTRUCT DOUBLE FAMILY UNIT
WITH AGGREGATE PATH
SEE SHEET D1
CONSTRUCT DOUBLE TENT PAD
SEE SHEET D6
14'
KENTS
LAKE
FS ROAD 137
CONSTRUCT DOUBLE FAMILY UNIT
AGGREGATE PAD WITH AGGREGATE PATH
SEE SHEET D1
INSTALL SIGN #3
SEE SHEET D15
INSTALL SIGN #1
SEE SHEET D15
INSTALL HOST SIGN #7
SEE SHEET D15
RE-INSTALL EXISTING CATTLE GUARDINSTALL ROAD CLOSURE GATE
SEE SHEET R12-14
INSTALL SIGN #1
SEE SHEET D15
INSTALL SIGN #4
SEE SHEET D15
CONSTRUCT SINGLE
ACCESSIBLE CONCRETE
FAMILY UNIT
SEE SHEET D9
CONSTRUCT SINGLE ACCESSIBLE
CONCRETE FAMILY UNIT
SEE SHEET D9
CONSTRUCT CONCRETE PATH
SEE SHEET D3
CONSTRUCT CONCRETE PATH
SEE SHEET D3
CONSTRUCT CONCRETE PATH
SEE SHEET D3
INSTALL SIGN #5
SEE SHEET D15
INSTALL BARRIER ROCK
SEE SHEET D7
CONSTRUCT ROCKERY
RETAINING WALL (TYP)
SEE SHEET D8
CONSTRUCT ACCESSIBLE PARKING
SEE SHEET R19
CONSTRUCT ACCESSIBLE PULLOUT
SEE SHEET R15
INSTALL SIGN #6
SEE SHEET D15
REINSTALL WOOD FENCE & STOCK GATE
SEE SHEET D17
CONSTRUCT DOUBLE
FAMILY UNIT, TENT PADS
SEE SHEET D6
CONSTRUCT SINGLE
ACCESSIBLE CONCRETE
FAMILY UNIT
SEE SHEET D9
CONSTRUCT AGGREGATE PATH
SEE SHEET D3
CONSTRUCT SINGLE TENT PAD
SEE SHEET D6
CONSTRUCT
SINGLE TENT PAD
SEE SHEET D6
CONSTRUCT SINGLE
AGGREGATE FAMILY UNIT
WITH AGGREGATE PATH (TYP)
SEE SHEET D1CONSTRUCT SINGLE
AGGREGATE FAMILY UNIT
WITH AGGREGATE PATH
SEE SHEET D1
CONSTRUCT SINGLE
ACCESSIBLE CONCRETE
FAMILY UNIT
SEE SHEET D9
CONSTRUCT CONCRETE
STAIRS (TYP)
SEE SHEET D5
INSTALL SIGN #5
SEE SHEET D15
INSTALL SIGN #2
SEE SHEET D15
INSTALL SIGN #5
SEE SHEET D15
LOCATE EXISTING SEPTIC TANK AND REPLACE
SEE SHEET D14
EXISTING
RESTROOM
CONSTRUCT SINGLE
TENT PAD (TYP)
SEE SHEET D6
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SCALE IN FEET
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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
2/1 0/2
6 1 0:
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
FAMILY UNITS AND
AGGREGATE PAD
LAYOUT DETAILS
12/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D1
05/29/2025UPDATED DIMENSIONS ON PAD
10 49
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, (2) TYP. (SEE SHEET D3)
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INSTALL PICNIC TABLE, (2) TYP. (SEE SHEET D2)
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INSTALL FIRE RING (SEE SHEET D4)
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INSTALL TIMBER HEADER (SEE DETAIL THIS SHEET)
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INSTALL 4" DEPTH AGGREGATE - GRADING G
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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 PICNIC TABLE, TYP. (SEE SHEET D2)
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INSTALL 4" DEPTH AGGREGATE - GRADING G
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INSTALL UTILITY TABLE (SEE SHEET D3)
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4" MIN. DEPTH COMPACTED SURFACE COARSE GRAVEL - GRADING G OVER WEED BARRIER
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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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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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WEED BARRIER
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SINGLE FAMILY UNIT (NO SCALE) (NO SCALE)(NO SCALE)
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(PLAN VIEW)
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DOUBLE FAMILY UNIT (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 ALL SITE FURNISHINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. ALL AGGREGATE FOR FAMILY UNITS AND PATHS SHALL BE ALL AGGREGATE FOR FAMILY UNITS AND PATHS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 3. FAMILY UNITS THAT ARE NOT LOCATED DIRECTLY ADJACENT TO SPURS FAMILY UNITS THAT ARE NOT LOCATED DIRECTLY ADJACENT TO SPURS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS EARTHWORK) NO ADDITIONAL BORROW MATERIAL WILL BE IMPORTED.
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FAMILY UNITS AT SITES 2, 5, 11, 22, 27, AND 31 SHALL BE CONCRETE PADS AND PATHS. (SEE SHEET D9)
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
2/1 0/2
6 1 0:
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
8-FOOT EXPANDED
METAL PICNIC TABLE
(AGGREGATE PAD)
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D2 11 49
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PICNIC TABLE (REMOVABLE,
AutoCAD SHX Text 3/8" x 24"
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
AutoCAD SHX Text 3/8" x 4" EYE BOLT WITH NUT AND WASHER
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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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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
2/1 0/2
6 1 0:
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
UTILITY TABLE
(EMBEDDED POST)
AND PATH DETAILS
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D3 12 49
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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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PLAN VIEW NO SCALE
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SIDE VIEW AND BASE INSTALLATION NO SCALE
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ROLLED SURFACE PLATE SECTION 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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UTILITY TABLE INSTALLATION NO SCALE
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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 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 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 DETALS ON SHEET D12. SEE CONCRETE FINISH DETALS ON SHEET D12. 5. SEE SHEET D5 FOR CONCRETE STAIRS DETAIL. SEE SHEET D5 FOR CONCRETE STAIRS DETAIL. 6. SEE SPECIFICATION 033000.SEE SPECIFICATION 033000.
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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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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
2/1 0/2
6 1 0:
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
METAL FIRE RING
DETAILS (AGGREGATE
PAD FAMILY UNITS)
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D4 13 49
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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 BASE
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, 17 3/8 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
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AutoCAD SHX Text 17-3/8"
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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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SECTION VIEW
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PLAN VIEW
PLAN 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
2/1 0/2
6 1 0:
N
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
STAIRS, UNIT MARKER,
AND FEE TUBE DETAILS
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D5 14 49
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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.
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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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SUB GRADE
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#4 REBAR @ 12" O.C. MAX. EACH WAY
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1/2" MAX
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BEGINNING OF STAIRS END OF SIDEWALK OR AGGREGATE PATH
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CORE DRILL CONCRETE SLAB 3" FROM EDGE AND GROUT SEAL POST IN PLACE (TYP)
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1 1/2" DIAMETER STEEL TUBE HAND RAIL WITH EXTERIOR PAINT BROWN
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1-1/2" DIAMETER STEEL TUBE HAND RAIL WITH EXTERIOR PAINT COATING (TYP)
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CONCRETE STAIRS (TYP)
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1 1/2" DIAMETER STEEL TUBE POST (TYP)
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1-1/2" DIAMETER STEEL TUBE POST (TYP)
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2% SLOPE
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BEGINNING OF STAIRS END OF SIDEWALK
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DOWNWARD DIRECTION
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NOTE: INSTALL RAILINGS WHEN 4 OR MORE STAIRS ARE REQUIRED.
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4" CRUSHED AGGREGATE BASE
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REINFORCED CONCRETE
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CONCRETE OR AGGREGATE LANDING (TYP)
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2% SLOPE
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STAIRS DETAIL (NO SCALE) (NO SCALE)(NO SCALE)
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(SECTION-ELEVATION)
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(PLAN VIEW)
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4' CONCRETE LANDING
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4' CONCRETE LANDING
AutoCAD SHX Text NOTES: 1. FOR LOCATION OF FEE TUBE SEE FOR LOCATION OF FEE TUBE SEE SITE PLAN SHEETS AND/OR AS FIELD STAKED BY THE CONTRACTING OFFICER. 2. FEE TUBE SHALL BE GOV'T FEE TUBE SHALL BE GOV'T FURNISHED. THIS WILL AN EXISTING ITEMS TO BE REINSTALLED IN A DESIGNATED LOCATION. SEE SPECIFICATION 129700.
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THIS SIDE FACES ROAD
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ELEVATION VIEW
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AGGREGATE (GRADING C)
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PLACE 24"L #4 REBAR THROUGH BOTH SETS OF HOLES AT INSTALLATION
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FINISHED GRADE
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CONCRETE BASE
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UNDISTURBED NATIVE SOIL
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8" MIN
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4" MIN
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# OF RISERS CANNOT EXCEED 12 BEFORE A LANDING IS REQUIRED
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
2/1 0/2
6 1 0:
N
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
TENT PAD
DETAILS
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D6 15 49
AutoCAD SHX Text
CRUSHED BEDDING MATERIAL
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6" X 6" TIMBER HEADER (SEE FASTENING DETAIL THIS SHEET)
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VARIES
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OUTSLOPE 1% TO 2% (TYP.)
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6" SAND
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NATIVE MATERIAL
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6" X 6" TIMBER HEADER
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EXISTING GROUND PROFILE (TYP.)
AutoCAD SHX Text 1'-0"
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4" MIN. DEPTH COMPACTED SURFACE COARSE GRAVEL - GRADING G OVER WEED BARRIER
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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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PLAN VIEW (NO SCALE)
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TYPICAL TENT PAD SECTION (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).
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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
2/1 0/2
6 1 0:
N
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
BARRIER ROCK AND
CURB STOP
INSTALLATION DETAILS
02/15/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D7 16 49
AutoCAD SHX Text A
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FINISHED SURFACE
AutoCAD SHX Text
PRE-DRILLED HOLE
AutoCAD SHX Text
ANCHOR SPIKE - 3 REQUIRED PER CURB
AutoCAD SHX Text
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 OFFIER. 4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.
AutoCAD SHX Text
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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CONCRETE CURB 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
2/1 0/2
6 1 0:
N
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
ROCKERY RETAINING
WALL DETAILS
02/20/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D8 17 49
AutoCAD SHX Text
FINISHED GRADE (FAMILY UNIT, TENT PAD, SPUR)
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SAFETY TERRACE
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UNDISTURBED SOIL
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KEY IN STONE 1/3 DEPTH
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BATTER
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UNDISTURBED SOIL
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CLEAN NATIVE SOIL BACKFILL HAUNCH SOIL AROUND STONES COMPACT SOIL IN 18" LIFTS
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NATIVE VEGETATION
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SWALE
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SWALE
AutoCAD SHX Text *BASALT OR LAVA ROCK BOULDERS SHALL BE USED FOR ROCKERY RETAINING WALLS CONSTRUCTION TO MATCH THE EXISTING RETAINING WALL AT SITE #6.
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BASALT BOULDERS
AutoCAD SHX Text
BASALT BOULDERS
AutoCAD SHX Text NOTES: 1. STONE WALLS SHALL NOT EXCEED 3 FEET HIGH. CONSTRUCT ADDITIONAL WALLS IN TERRACES WITH STONE WALLS SHALL NOT EXCEED 3 FEET HIGH. CONSTRUCT ADDITIONAL WALLS IN TERRACES WITH A 3 FOOT WIDE TERRACE BETWEEN WALLS IF SLOPE TO BE RETAINED EXCEEDS 3 FEET IN HEIGHT. 2. STONE WALLS SHALL HAVE A MINIMUM 1:3 BATTER TO OFFSET SURCHARGE OF SLOPE. STONE WALLS SHALL HAVE A MINIMUM 1:3 BATTER TO OFFSET SURCHARGE OF SLOPE. 3. ALL WALL BASE STONES SHALL BE KEYED INTO SOIL 1/3 DEPTH. ALL WALL BASE STONES SHALL BE KEYED INTO SOIL 1/3 DEPTH. 4. STONE SHALL BE PURCHASED FROM A COMMERCIAL SOURCE AND SHALL BE BASALT, 2 FOOT MIN. STONE SHALL BE PURCHASED FROM A COMMERCIAL SOURCE AND SHALL BE BASALT, 2 FOOT MIN. IN THEIR SMALLEST DIMENSION OR AS APPROVED BY THE CONTRACTING OFFICER. 5. CONSTRUCT SWALES AT TOP OF STONE WALLS TO DIVERT RUNOFF AROUND STONE STRUCTURE.CONSTRUCT SWALES AT TOP OF STONE WALLS TO DIVERT RUNOFF AROUND STONE STRUCTURE.
AutoCAD SHX Text ROCKERY RETAINING WALL (SECTION VIEW) (SECTION VIEW) (SECTION VIEW) (NO TO 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
2/1 0/2
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INTERMOUNTAIN REGION
GAOA
KENTS LAKE
CAMPGROUND
RECONSTRUCTION
PROJECT
FISHLAKE NATIONAL
FOREST
BEAVER RANGER DISTRICT
FAMILY UNITS AND
CONCRETE PAD LAYOUT
DETAILS
02/03/2024
R.BUDGE
R.BUDGE
R. ANDERSON
D9 18 49
AutoCAD SHX Text
INSTALL FIRE RING (SEE SHEET D13)
AutoCAD SHX Text 4-FOOT WIDE CONCRETE 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 PICNIC TABLE, TYP. (SEE SHEET D11)
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INSTALL 4-INCH DEPTH CONCRETE PAD WITH LIGHT BROOM FINISH
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INSTALL UTILITY TABLE (SEE SHEET D12)
AutoCAD SHX Text 6-INCH WIDTH TROWELED EDGE WITH 1/2" RADIUS AND HEAVY BROOM FINISH (SEE DETAIL, THIS SHEET)
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SCORELINE (SEE DETAIL THIS SHEET)
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1-1/2" MAX. SIZE WASHED AGGREGATE APRON
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NATIVE SOIL
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6" WIDTH TROWELED EDGE HEADER WITH 1/2" TOOLED RADIUS
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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 CONCRETE PAD
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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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4" DEPTH CONCRETE PAD, THICKENED UNDER SURFACE MOUNTED FURNITURE
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4" DEPTH AGGREGATE - GRADING C
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SINGLE FAMILY UNIT - CONCRETE PAD (NO SCALE)
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(PLAN VIEW)
AutoCAD SHX Text NOTES: 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 BASE AND CONCRETE FOR FAMILY UNITS AND PATHS SHALL BE ALL AGGREGATE BASE AND CONCRETE FOR FAMILY UNITS AND PATHS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR (SEE SPECIFICATION 033000). 3. FAMILY UNITS THAT ARE NOT LOCATED WITHIN 5' OF SPURS SHOULD BE STAKED TO SELF FAMILY UNITS THAT ARE NOT LOCATED WITHIN 5' OF SPURS SHOULD BE STAKED TO SELF BALANCE (CUTS AND FILLS).
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