HomeMy WebLinkAboutB15-0253_SP-1.3_1438199520.pdfS.J. - SAWCUT JOINT,
E.J. - EXPANSION JOINT,
REFER TO DETAIL 3 / SP-3.1
REFER TO DETAIL 1 / SP-3.1
C.J. - COLD JOINT,
REFER TO DETAILS 2 / SP-3.1
1. JOINTING PLAN IS DIAGRAMATIC ONLY. CONTRACTOR TO SNAP CHALK LINES FOR ALL SAW-CUT JOINTS AND
SET ALL OTHER JOINT FORMS FOR REVIEW BY THE SKATE PARK DESIGNER AND/ OR OWNER.
2. ONLY EXPANSION JOINTS ARE TO BE USED BETWEEN VERTICAL SURFACES & ADJACENT CONCRETE SLAB, PER
THIS PLAN UNLESS OTHERWISE SPECIFIED BY THE PARK DESIGNER. SLOPED SURFACES AND BOWL AREA; SAW
CUT JOINTS ARE TO BE PERFORMED WITH ONE OF THE TWO FOLLOWING: WORM-DRIVE CIRCULAR SAW WITH A
MASONRY DIAMOND BLADE, AND OR A HANDHELD GRINDER WITH A MASONRY DIAMOND BLADE FOR THE TOP
AND BOTTOM OF THE SAW .
3. SAW-CUT JOINTS TOLERANCE TO BE 1
4 OF THE SLAB MINIMUM, AND 1
3 OF THE SLAB MAXIMUM.
4. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE SKATE PARK DESIGNER FOR ANY PROPOSED
JOINTING DEVIATIONS PRIOR TO CONSTRUCTION THROUGH SUBMITTED SHOP DRAWINGS.
5. END OF DAY WORKING / CONSTRUCTION VERTICAL JOINT DETAIL:
jointing notes
BY ISSUE
DATE No.:
SHEET NUMBER
273 North Benson Avenue
Upland, California 91786
Phone: 1.800.CA.SKATE
Fax: 909.949.1601
www.californiaskateparks.com
of 16
LIONSHEAD PARKING GARAKE SKATE PARK
350 SOUTH FRONTAGE ROAD WEST, VAIL, COLORADO0
VAIL LIONSHEAD FIL 1 BLOCK 2 LOT 1
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PERMIT SET
7/17/2015 CSP SHEET TITLE
SP-1.3
SKATE PARK
JOINTING PLAN
WEST SIDE
EAST SIDE
0'-0"
Scale: 1" = 8'-0"
4'-0"
8'-0"
8'-0"
16'-0"
jointing legend
6
07/29/15