HomeMy WebLinkAboutB15-0253_SP-3.0_1438199520.pdfscale: 4 typical bank bond beam
1" = 1'-0"
scale: 5 6" reinforced deck & flatbottom slab
1" = 1'-0" scale: 7 typical extension detail
1/2" = 1'-0"
scale: 3 typical transition bond beam
1" = 1'-0"
scale: 2 typical concrete bank - section
1/2" = 1'-0"
scale: 1
typical concrete bowl - section
1/2" = 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
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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6.$7(3$5.6
PERMIT SET
7/17/2015 CSP SHEET TITLE
COLD JOINT AT BOND BEAM
REINFORCED TOP DECK,
PER DETAIL 5 THIS SHEET
COLD JOINT
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END
6" SHOTCRETE TRANSITION WITH
#3 REBAR @ 12" O.C. BOTH WAYS
TYP.
COPING - REFER TO METAL MATERIALS
PLAN FOR TYPE & LOCATION.
BOND BEAM
RADIUS VARIES,
REFER TO SECTIONS
GEOFOAM REINFORCEMENT BLOCK
4" AGGREGATE
BASE COURSE
ALL TRANSITIONS (RADIAL WALLS) AND BANKS (EMBANKMENT WALLS) SHALL BE
CUT, SCREEDED AND INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADIUS/
ANGLE. CONTRACTOR IS TO SUBMIT SHOP DRAWINGS FOR TEMPLATE SIZE,
MATERIAL AND LOCATION TO BE USED FOR APPROVAL BY CITY ENGINEER AND
SKATE PARK DESIGNER.
ALL SHOTCRETE TRANSITIONS AND BANKS TO BE POURED AND INSPECTED PRIOR
TO ALL CONCRETE FLATWORK. CONTRACTOR IS TO SUBMIT POUR SCHEDULE BY
LOCATION AND SEQUENCE FOR REVIEW BY CITY ENGINEER AND SKATE PARK
DESIGNER.
3"
CLR.
TYP.
1'-0"
COLD JOINT
REINFORCED TOP DECK
BOND BEAM WITH (4) #3
CONT. REBAR & #3 TIES @
18" O.C.
6" SHOTCRETE TRANSITION
WITH #3 REBAR @ 12" O.C.
BOTH WAYS
COPING - REFER TO
MATERIALS PLAN FOR
TYPE & LOCATION.
4" AGGREGATE
BASE COURSE.
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END, TYP.
GEOFOAM REINFORCEMENT BLOCK
6" SHOTCRETE BANK WITH
#3 REBAR @ 12" O.C. BOTH
WAYS
BOND BEAM
4" AGGREGATE
BASE COURSE
COLD JOINT
COLD JOINT
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END, TYP.
REINFORCED TOP DECK
PER DETAIL 5, THIS SHEET
RADIUS VARIES,
REFER TO
SECTIONS
4" AGGREGATE BASE COURSE
GEOFOAM REINFORCEMENT BLOCK
BOND BEAM WITH (4) #3
CONT. REBAR & #3 TIES
@ 18" O.C.
REINFORCED TOP DECK
#4 X 18" SMOOTH DOWEL @ 2'-6"
O.C., GREASE OR WRAP ONE
END, TYP.
4" AGGREGATE BASE COURSE.
6" SHOTCRETE BANK WITH
#3 REBAR @ 12" O.C. BOTH WAYS
1'-0"
3"
CLR.
TYP.
COLD JOINT
GEOFOAM REINFORCEMENT BLOCK
#3 REBAR @ 18" O.C.
BOTH WAYS, (TYP).
6" REINFORCED
CONCRETE SLAB
ADJACENT CONDITIONS
COLD JOINT
4" AGGREGATE
BASE COURSE.
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END, TYP.
GEOFOAM REINFORCEMENT BLOCK
COPING - REFER TO
MATERIALS PLAN FOR
TYPE & LOCATION.
1% MIN.
VARIES
REFER TO
SECTION
1 1/2"
EXTENSION
REINFORCING: #3 @ 12"
O.C., VERTICAL (CONT),
TYP. #3 @ 12" O.C.,
HORIZONTAL, TYP.
6" SHOTCRETE WALL
WITH #3 REBAR @ 12"
O.C. BOTH WAYS, TYP.
#4 X 18" SMOOTH DOWEL @ 2'-6"
O.C., GREASE OR WRAP ONE END
OUTSIDE GRADES
PER CIVIL ENGINEER
4" AGGREGATE BASE COURSE
6" REINFORCED TOP DECK
GEOFOAM REINFORCEMENT BLOCK
COLD JOINT
4" AGGREGATE BASE COURSE.
6" REINFORCED TOP DECK
6" SHOTCRETE BANK WITH #3
REBAR @ 12" O.C. BOTH WAYS
COLD JOINT
#4 X 18" SMOOTH DOWEL @
2'-6" O.C., GREASE OR WRAP
ONE END, TYP.
GEOFOAM REINFORCEMENT BLOCK
scale: 9 roller detail
1/2" = 1'-0"
scale: 8 rolled conditions detail
1" = 1'-0"
BOND BEAM WITH #3 CONTINOUS
& #3 TIES @ 18" O.C.
3"
CLR.
TYP.
REINFORCED TOP DECK
#4 X 18" SMOOTH DOWEL @ 2'-6" O.C.,
GREASE OR WRAP ONE END
#3 REBAR @ 12" O.C.
BOTH WAYS TYP.
RADIUS VARIES
REFER TO SECTIONS
SHOTCRETE WALL
GEOFOAM REINFORCEMENT BLOCK
4" AGGREGATE BASE COURSE
scale: 6 thickened edge detail
1" = 1'-0"
1/2" TOOLED EDGE
#3 REBAR @ 18" O.C.
BOTH WAYS, (TYP).
4" AGGREGATE BASE COURSE
6" REINFORCED CONCRETE SLAB
OUTSIDE GRADES PER
CIVIL ENGINEER
1% MIN.
6" 6"
GEOFOAM REINFORCEMENT BLOCK
SP-3.0
SKATE PARK
CONSTRUCTION
DETAILS
ADJACENT BANK/TRANI,
REFER TO PLANS AND
SECTION FOR LOCATION AND
DIMENSIONS
POINT OF TANGENCY
COLD JOINT
REINFORCED FLATBOTTOM
VARIES REFER TO
PLANS AND SECTIONS
COLD
JOINT
scale: 10 flatbottom corner detail
1/4" = 1'-0"
13
07/29/15