HomeMy WebLinkAboutB15-0253_SP-3.1_1438199520.pdfscale: 1 expansion joint
1" = 1'-0"
scale: 4 small grind ledge
1/2" = 1'-0"
scale: 5 medium grind ledge
1/2" = 1'-0"
scale: 3 saw-cut joint
1" = 1'-0"
scale: 2 cold joint at deck
1" = 1'-0" 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
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LIONSHEAD PARKING GARAKE SKATE PARK
350 SOUTH FRONTAGE ROAD WEST, VAIL, COLORADO0
VAIL LIONSHEAD FIL 1 BLOCK 2 LOT 1
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6.$7(3$5.6
PERMIT SET
7/17/2015 CSP SHEET TITLE
1/8"
SAW-CUT
FILL JOINT WITH FLEXIBLE
EPOXY CONTROL-JOINT
SEALER/ ADHESIVE.
SIKADUR 51 NS/SL OR
EQUAL.
4" AGGREGATE BASE COURSE
REINFORCED 6"
TOP DECK OR 6"
FLATBOTTOM
GEOFOAM REINFORCEMENT BLOCK
REINFORCED 6" TOP DECK OR 6"
FLATBOTTOM
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END
1/8" TOOLED JOINT BOTH SIDES, FLAT
TOOL POLYURETHANE ELASTOMERIC
SEALANT AT JOINT OPENING
4" AGGREGATE BASE COURSE
GEOFOAM REINFORCEMENT BLOCK
1/4"
1/4" expansion joint at flatwork
1/8" TOOLED RADIUS
BOTH SIDES, TYP.
BOND BREAKER
MEMBRANE
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END
POLYURETHANE ELASTOMERIC
SEALANT. TOOL FLAT & SMOOTH
SIKAFLEX-2C, NS/SL OR EQUAL.
1/2" expansion joint at concrete ledge
4" AGGREGATE BASE COURSE
CONCRETE LEDGE
1/2"
note:
MINIMUM CAULKING THICKNESS WITH
BOND BREAKER IN PLACE IS 1/4"
note:
MINIMUM CAULKING THICKNESS WITH
BOND BREAKER IN PLACE IS 1/2"
BOND BREAKER
MEMBRANE
1/8" TOOLED RADIUS
BOTH SIDES, TYP.
POLYURETHANE ELASTOMERIC
SEALANT. TOOL FLAT & SMOOTH
SIKAFLEX-2C, NS/SL OR EQUAL.
4" AGGREGATE
BASE COURSE
GEOFOAM
REINFORCEMENT BLOCK
GEOFOAM
REINFORCEMENT BLOCK
STEEL TROWEL FINISH
REINFORCED TOP DECK
BANK / TRANSITION
STAIRS
#4 BARS @ 12"
O.C. BOTH WAYS, TYP.
COPING - REFER TO METAL MATERIALS
PLAN FOR TYPE & LOCATION.
1-1/2"
TYP.
VARIES PER SECTION
6" MIN. TO 12" MAX.
#4 HOOK BAR
1'-0"
4" AGGREGATE BASE COURSE
LEDGE REBAR TO EXTEND FULLY
INTO ADJACENT BANK FOLLOW
SAME CONFIGURATION AS SKATE
PARK STAIRS
#4 BARS AT 12" O.C.(CLASS B LAPS).
BARS TO EXTEND 18" MIN. PAST
BEND INTO SLAB/ LEDGE WALL
FOR GRAPHIC PURPOSES ONLY
BANK / TRANSITION
STAIRS
#4 BARS @ 12"
O.C. BOTH WAYS, TYP.
REINFORCED TOP DECK
STAIR TO LEDGE REBAR
REINFORCEMENT DETAIL
INSTALL 1/2" EXPANSION JOINT BETWEEN
STAIRS OR BANK / TRANSITION AND LEDGE.
TYP.
GEOFOAM REINFORCEMENT BLOCK
COPING - REFER TO MATERIALS
PLAN FOR TYPE & LOCATION.
#4 @ 12" O.C.
BOTH WAYS, TYP.
STEEL TROWEL FINISH
#4 X
@ 12" O.C. AT TOP, BOTTOM AND
END FACES
12" 12"
12" MIN.
24" MAX
1 -1/2"
REINFORCED TOP DECK
#4 HOOK BARS
4" AGGREGATE BASE COURSE
GEOFOAM REINFORCEMENT BLOCK
COLD JOINT
REINFORCED TOP DECK
6" SHOTCRETE BANK WITH
#3 REBAR @ 12" OC BOTH WAYS
#4 X 18" SMOOTH DOWEL
@ 2'-6" O.C., GREASE OR
WRAP ONE END
R5'-0"
3'-9"
3'-3"
1'-6"
4'-0"
1'-0"
4'-10" 1'-0" 10"
GEOFOAM REINFORCEMENT BLOCK
EXISTING WALL
COPING -
REFER TO
MATERIALS
PLAN FOR TYPE
& LOCATION.
4" AGGREGATE BASE COURSE
1/2" EXPANSION
JOINT
scale: 6 layback extension detail
1/2" = 1'-0"
SP-3.1
SKATE PARK
CONSTRUCTION
DETAILS
14
07/29/15