HomeMy WebLinkAboutB15-0253_SP-3.2_1438199520.pdfscale: 11 post in ledge detail
1-1/2" = 1'-0"
scale: 12 post in step detail
n.t.s.
scale: 8 BMX protective plate on c-channel
1/4" = 1'-0"
scale: 2 round coping detail
1" = 1'-0" scale: 1 coping construction support
1" = 1'-0" scale: 3 4"x4" bent plate detail
1/4" = 1'-0"
scale: 5 5" or 6" c-channel steel coping detail
1/4" = 1'-0"
scale: 4 5" protective steel face plate
1/4" = 1'-0"
scale: 6 pool coping detail
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
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
COPING - REFER TO
MATERIALS PLAN FOR
TYPE & LOCATION. FOR
CONNECTION SEE "STEEL
PIPE COPING" DETAIL
#4 REBAR SUPPORT,
WELDED TO THE LOWER
BACK SIDE OF THE
COPING.
6" DIA. X 11" CONCRETE
FOOTING
SHOTCRETE WALL
PLACE COPING
CONSTRUCTION
SUPPORT AT 2'-6"
O.C. MIN. ALONG
COPING
4" AGGREGATE
BASE COURSE
6" REINFORCED
TOP DECK
REBAR SUPPORT TO BE ENCASED BY
CONCRETE AND NOT TO TOUCH THE
ADJACENT EARTH TO PREVENT CORROSION
GEOFOAM
REINFORCEMENT BLOCK
3/16"
TYP.
1/4"
1/4"
FLOW
1% MIN.
NOTE:
WELD & GRIND SMOOTH END CAPS
WHERE PIPE ENDS ARE EXPOSED. NO
OPEN PIPES, OR CONCRETE FILLED
CAPS WILL BE ACCEPTED.
1/8" TOOLED JOINT - CONTINUOUS ALONG TOP &
BOTTOM OF COPING, FILL WITH POLYURETHANE
ELASTOMERIC SEALANT, TYP.
SHOTCRETE WALL
REINFORCED TOP DECK
REFER TO MATERIALS
PLAN FOR LOCATION.
4" X 3/8" MIN. HOOK ANCHOR OR NELSON
STUD @ 18" O.C. WELDED TO COPING.
LEDGE, REFER TO PLANS TO
LOCATION AND DIMENSIONS
RAIL POST, REFER TO
"RAIL/POST CHART" FOR SIZE
POST PLACEMENT ZONE, PLACE
POST A MIN. OF 4" FROM
ALL FACES OF THE LEDGE
POST PLACEMENT ZONE,
PLACE POST IN THE MIDDLE
OF THE STEP
RAIL POST, REFER TO
"RAIL/POST CHART" FOR SIZE
STAIRS, REFER TO PLANS TO
LOCATION AND DIMENSIONS
EQUALLY SPACED
REFER TO SECTIONS
FOR EXACT PLACEMENT
1/4" THICK STEEP PLATE WELDED
ALL AROUND TO BOTTOM OF ALL
POSTS, SIZE PER DETAIL, TYP.
POST - REFER TO SKATE RAIL
AND FOOTING DETAIL FOR TYPE
REINFORCED TOP DECK
WELD END PLATE AT
ENDS, GRIND SMOOTH.
RAIL - REFER TO MATERIALS
PLAN FOR TYPE & LOCATION.
L
C
HYBRID RAIL
rail/post chart
RAIL
ROUND PIPE
POST
2" ROUND
2" ROUND
6" 3"
CLR.
TYP.
MIN.
3/16"
STEEL POST, TYPE VARIES,
REFER TO RAIL/POST CHART
DRILLED CONCRETE PIER
FOOTING
4" AGGREGATE
BASE COURSE
USE THESE RAIL/POST COMBINATIONS
UNLESS OTHERWISE NOTED.
CONTINUOUS TOP RAIL, VARIES
REFER TO SKATE PARK MATERIALS
PLAN FOR TYPE & LOCATION, WELD
END PLATE, GRIND SMOOTH
L C
GEOFOAM REINFORCEMENT BLOCK
2" X 3" SQUARE
PER GRAPHIC
RAIL POST
2"
END
SPLICE
CORNER
COPING
END CAP
UTILIZE HANDRAIL COUPLERS
@ JOINT FOR WELD BACK UP
G
G
COPING
COPING
3/16"
GRIND
SMOOTH
TYP.
3/16"
4"
RADIUS 1/2"
REFER TO SECTION FOR BANK ANGLE.
REFER TO MATERIALS PLAN FOR LOCATION.
4" X 3/8" MIN. HOOK ANCHOR
OR NELSON STUD @ 18" O.C.
1/8" TOOLED JOINT - CONTINUOUS ALONG
TOP & BOTTOM OF COPING, FILL WITH
POLYURETHANE ELASTOMERIC SEALANT,
TYP.
SHOTCRETE BANK
CONCRETE LEDGE
TOP DECK, OR STAIR
3/16"
TYP.
4" X 3/8" MIN. HOOK ANCHOR
OR NELSON STUD @ 18" O.C.
WELDED TO PLATE
4" X 3/8" MIN. HOOK ANCHOR
OR NELSON STUD @ 18" O.C.
CONCRETE LEDGE
1 7
8
"
2" X 4" STEEL PLATE @ 24" O.C.
1 7
8" 2"
1 1
2" CANTILEVER
1/8" TOOLED JOINT,
CONTINUOUS ALONG PLATE
REFER TO MATERIALS
PLAN FOR LOCATION
3/16"
TYP.
4" AGGREGATE BASE COURSE
REINFORCED TOP DECK
6" SHOTCRETE WALL WITH #3 REBAR @ 12"
O.C. BOTH WAYS
6" X 1/4" TILE BAND. TILE SET IN MORTAR
BED AND FLUSH WITH SHOTCRETE WALL.
REFER TO MATERIALS PLAN FOR TYPE &
LOCATION.
PRE-MANUFACTURED GOLDEN STATE POOL
COPING - REFER TO MATERIALS PLAN FOR
TYPE & LOCATION. COPING TO OVERHANG
FINISHED WALL 1/2".
1/2" MORTAR BED
REINFORCED BOND BEAM
1/8" TOOLED JOINT, APPLY BOND BREAKER
BEFORE POURING TOP DECK. INSTALL
EXPANSION JOINT BETWEEN TOP DECK
AND POOL COPING
1'-0"
GEOFOAM REINFORCEMENT BLOCK
CONCRETE LEDGE
2" X 4" STEEL PLATE @ 2' O.C.
3/16"
TYP.
1/8" TOOLED JOINT,
CONTINUOUS ALONG
PLATE
5" C-CHANNEL STEEL COPING - REFER TO
MATERIALS PLAN FOR LOCATION
WELD PLATE TO COPING WITH 2" LONG
WELDS @ 2'-0" O.C., ALTERNATE TOP AND
BOTTOM OF PLATE
4" X 3/8" MIN. HOOK ANCHOR OR NELSON
STUD @ 18" O.C.
3/16"
TYP.
2" ROUND STEEL PIPE COPING,
REFER TO METAL MATERIALS PLANS
FOR LOCATION
4" X 3/8" MIN. ANCHOR BOLT OR
NELSON STUD @ 18" O.C. WELDED
TO PLATE
CONCRETE TRANSITION
1/8" TOOLED JOINT,
CONTINUOUS ALONG PLATE
1/4" X 4" STEEL PLATE,
WELDED TO COPING
note:
WELD PLATE TO COPING WITH 2" LONG
WELDS @ 2'-0" O.C., ALTERNATE TOP AND
BOTTOM OF PLATE
1/4"
scale: 9 typical rail and footing detail
1" = 1'-0"
scale: 7 BMX protective plate on round coping
1/4" = 1'-0"
scale: 10 coping/rail joint welds
n.t.s.
SP-3.2
SKATE PARK
CONSTRUCTION
DETAILS
15
07/29/15