HomeMy WebLinkAboutB16-0149_1L7-04_1478897751.pdfSite Details
L7-04
SITE KEYNOTES:
DETAIL /
SHEET
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Concrete Paving Type 1
2.0 JOINTING
3.0 STEPS
3.1 Concrete Steps
4.0 SITE WALLS / EMBANKMENTS
4.1 Boulder Wall
5.0 SITE FURNITURE
5.1 Dog Waste Station
5.2 Charcoal Grill
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
Refer to civil drawings
9.0 PLANTING AND LANDSCAPE
Refer to planting drawings
10.0 MISCELLANEOUS ELEMENTS
01 / L7-01
2 / L7-02
3 / L7-02
4 / L7-02
1 / L7-03
SPEC.
SECTION
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000000
000000
000000
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5.3 Trash/Recycle
5.4 Bench
2 / L7-03
3 / L7-03
000000
000000
5.5 Adirondack Chair 4 / L7-03 000000
1.2 Cobble Splash 02 / L7-01 000000
1.3 Concrete Curb 03 / L7-01 000000
1.4 Concrete Band 04 / L7-01 000000
1.5 Engineered Fiber Mulch 05 / L7-01 000000
10.1 Boulder in Landscape 2 / L7-04 000000
10.2 Seat Boulder 3 / L7-04 000000
5.6 Bike Rack 5 / L7-03 000000
10.3 Swing Set 4 / L7-04 000000
10.4 Teepee 1 / L7-05 000000
10.5 Toddler Cabin 1 / L7-06 000000
10.6 Balance Beam 1 / L7-07 000000
10.7 Spinner 2 / L7-07 000000
1.6 Playground Ramp 01 / L7-02 000000
Refer to civil drawings
Refer to MEP drawings
6.1 Handrail 1 / L7-04 000000
C
DATE # DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
5431
2 3 4 5 6 7
A
B
C
D
E
REDEVELOPMENT
2900
MANNS
RANCH
ROAD
VAIL,
COLORADO
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
PERMIT
DOCUMENTS
March 25, 2016
DC MA
BOOTH
CREEK
PARK
1309 ELKHORN DRIVE. VAIL, COLORADO. 81657
970.479.2158
DESIGNWORKSHOP
W W W . D E S I G N W O R K S H O P . C O M
Landscape Architecture x Land Planning
Facsimile (970) 920-1387
(970) 925-8354
Aspen, CO 81611
120 E. Main St.
LANDSCAPE BOULDER (BURY TO
DEPTH EQUAL TO 1
3 HEIGHT OF
BOULDER (SEE PLAN FOR SIZES AND
LOCATION). FINAL LOCATION AND
ORIENTATION TO BE DETERMINED IN
THE FIELD UNDER DIRECTION OF
LANDSCAPE ARCHITECT.
FINISH GRADE
COMPACTED SUBGRADE
2 Boulder in Landscape
1"=1'-0"
10.1
BOULDER CUT LINE
FINISH GRADE
COMPACTED SUBGRADE
3 Seat Boulder
1"=1'-0"
10.2
4 Swing Set
1"=1'-0"
10.3
23'-8"
11'
11'
CONCRETE FOOTING, TYP.
SEE DETAIL AT RIGHT
USE ZONE
(2)
BELT
SWINGS
SUBGRADE - SLOPE
FOR PROPER
DRAINAGE
12" MIN ENGINEERED
WOOD FIBER
NOTES:
1) TOP OF ALL FOOTERS SHALL BE 12"
MINIMUM BELOW PLAYGROUND SURFACING.
2) SWING COMPONENTS SHALL BE
PURCHASED BY OWNER AND INSTALLED BY
CONTRACTOR.
3) REUSE SWING HANGERS FROM EXISTING
WOODEN SWING SET
2'-7"
1'-8"
2'
1'-8"
2'-7"
4"
12'-2" CROSS BEAM
10'-6" MIN CLEAR OPENING
INSTALL 1"x 1" x 1
4"
ANGLE ON TOP OF
ALL BEAMS. SEE
ENLARGEMENT
ALL SUPPORT
BEAMS SHALL BE
HSS 4"x 8" x 1
4"
ALL VERTICAL
POSTS SHALL BE
HSS 6"x 6" x 3/16"
SEE CONCRETE
FOOTING DETAIL
UPPER BEAM
LOWER BEAM
INSTALL 6" LONG SECTION OF
BEAM CENTERED BETWEEN
UPPER AND LOWER BEAMS
SEE ENLARGEMENT FOR
TOP OF POST DETAILS
EAST POST
ELEVATION
SOUTH
ELEVATION
CENTER POST
ELEVATION
WEST POST
ELEVATION
3/16 TYP 6
CAP ENDS OF ALL BEAMS
CROSS BEAM
1 X 1 X 1
4" ANGLE ON TOP
(2) BUCKET
SWINGS
2'-7"
1'-8"
2'
1'-8"
2'-7"
4"
11'-10" CROSS BEAM
10'-6" MIN CLEAR OPENING
3/16 TYP 6
CAP ENDS OF ALL BEAMS
1 1
2" DIA. METAL
HANDRAIL
3.1
FINISH SURFACE
(SEE PLAN)
FINISH SURFACE
(SEE PLAN)
1'-0"
1'-6"
1'-0" 1'-0"
COMPACTED CRUSHED
AGGREGATE
1'-0"
2.2
12'' DIA. CONCRETE
SONOTUBE FOOTING
TYP. WITH CAULK SEALANT
1 Stair Handrail
1"=1'-0"
6.1
05/23/16