HomeMy WebLinkAboutB16-0149_1L7-06_1478899647.pdfSite Details
L7-06
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
000000
000000
000000
000000
000000
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 / L7-05
10.2 Seat Boulder 3 / L7-05
5.6 Bike Rack 5 / L7-03 000000
1.6 Playground Ramp 01 / L7-02 000000
Refer to civil drawings
Refer to MEP drawings
6.1 Handrail 1 / L7-04 000000
10.3 Swing Set 1 / L7-06
10.4 Balance Beam 2 / L7-06
10.5 Spinner 3 / L7-06
10.6 Toddler Cabin 1 / L7-07
10.7 Fort 1 / L7-08 , 1 / L7-09
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
CONSTRUCTION
DOCUMENTS
ADDENDUM 3
April 21, 2016
DC MA
BOOTH
CREEK
PARK
1309 ELKHORN DRIVE. VAIL, COLORADO. 81657
970.479.2158
DESIGN WORKSHOP
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.
11'-0" 11'-0"
CONCRETE FOOTING (TYP.)
(REFER TO STRUCTURAL)
SAFETY ZONE 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.
2'-7"
1'-8"
2'-0"
1'-8"
2'-7"
10'-6" MIN CLEAR OPENING
INSTALL 1"x 1" x 1
4" ANGLE
ON TOP OF ALL BEAMS.
UPPER
BEAM
LOWER BEAM
INSTALL 6" LONG
SECTION OF BEAM
CENTERED BETWEEN
UPPER AND LOWER
BEAMS
SEE ENLARGEMENT
FOR TOP OF POST
DETAILS
CUT ENDS
AT 45°
1 1
4"
CROSS BEAM
ANGLE ON TOP
2'-7"
1'-8"
2'-0"
1'-8"
2'-7"
4"
10'-6" MIN CLEAR OPENING
STEEL
ANGLE
(TYP.)
1 1
2"
CAP ENDS OF
ALL BEAMS
PLAN
ELEVATION
1.5
(2)
BUCKET
SWINGS
(2)
BUCKET
SWINGS
SLOPED
FACE
VERTICAL POST
(REFER TO STRUCTURAL)
SUPPORT BEAMS
(REFER TO STRUCTURAL)
6'-0"
MIN.
2 Balance Beam
1"=1'-0"
10.4
6'-0" 1'-0"
6'-0"
TYP.
6'-0"
1'-3"
TYP.
1.5
FOOTER
(REFER TO STRUCTURAL)
EQ. EQ.
PLAN
ELEVATION
SECTION
TIMBER BEAM
8x12 ROUGH SAWN
TIMBER BEAM
8X12 ROUGH SAWN
TIMBER BEAM
SUGRADE
STEEL BEAM
(REFER TO STRUCTURAL)
STEEL POST
(REFER TO STRUCTURAL)
CONNECTION
(REFER TO STRUCTURAL)
CONNECTION
(REFER TO STRUCTURAL)
3 Spinner
1"=1'-0"
10.5
PLAN
ELEVATION
SUBGRADE
1'-4"
SAFETY ZONE
(REFER TO PLAN
ENLARGEMENT)
NOTES:
1) MANUFACTURER: KOMPAN
2) PRODUCT NAME: JUNIOR SPICA
3) PRODUCT NUMBER: ELE400158
1.5
FOOTER
(REFER TO STRUCTURAL)
08/19/16