HomeMy WebLinkAboutCS506 PLAYGROUND DETAILS6"VARIES3:1 MAX. SLOPE
POURED-IN-PLACE RUBBER
SURFACE, 1/CS506
#8 COMPACTED STONE BASE
WITH GEOTEXTILE ON TOP
COMPACTED
SUBGRADE
3
1
FALL
ZONE 1
FALL
ZONE 2
6"VARIES,SEE NOTE 1WEARING COURSE TOP COAT,
INSTALL PER MANUFACTURER'S
REQUIREMENTS
IMPACT COURSE
INSTALL PER MANUFACTURER'S
REQUIREMENTS, THICKNESS PER ASTM
STANDARDS.
#8 COMPACTED STONE BASE
WITH GEOTEXTILE ON TOP
1.CRITICAL FALL HEIGHTS TO DETERMINE THICKNESS OF PLAY SURFACING. THICKNESS TO BE PER
MANUFACTURER'S SPECIFICATIONS AND ASTM.
2.SUBBASE SHOWN FOR DESIGN INTENT OF SYSTEM ONLY. SUBBASE DEPTH, AGGREGATE
GRADATION, GEOTEXTILE LAYERS AND COMPACTION REQUIREMENTS SHALL BE PROVIDED PER
RUBBER SURFACE MANUFACTURER'S REQUIREMENTS.
NOTES:
COMPACTED SUBGRADE 1'-6"1
CS506 8" TYP.6"1" RADIUS, TYP.
COMPACTED SUBGRADE
SURFACE VARIES;
FINISH GRADE OF
TURF TO BE 1" BELOW
TOP OF CURB
3" MIN3" MIN(2) #4 BARS
CONTINUOUS,
EPOXY COATED
POURED-IN-PLACE
RUBBER SURFACE NOTES:
1.ALL EXPOSED CONCRETE SHALL
RECEIVE LIGHT BROOM FINISH
2.PROVIDE FULL DEPTH EXPANSION
JOINT AT ALL CORNERS OR
MAXIMUM 60' O.C.
3.PROVIDE TOOLED CONTROL JOINTS
EVERY 10' O.C. PROVIDE EXPANSION
JOINTS AT 30' O.C. MIN.
4.1" RADIUS BOTH EDGE, SMOOTH
TROWEL FINISH.
INDOT DENSE GRADED
SUBBASE NO. 53
FLUSH
CONCRETE
EDGER
CL
3"
#4 VERT BAR
AT 18" O.C.
1
CS506
POURED-IN-PLACE
RUBBER SURFACE
COMPACTED SUBGRADE
8
CS500
CONCRETE PAVEMENT
FLUSH
18"12"
8" MIN TOP & BOTTOM 8" MIN TOP & BOTTOM
8°0' MAX ANY DIRECTION
ROBINIA POST
ADJACENT CONDITIONS, SEE
LAYOUT FOR MORE INFORMATION
CONCRETE FOUNDATION
(4) 10" #3 REBAR AT 90 DEGREES TO EACH
OTHER - PREDRILLED AND DRIVEN
HALFWAY THROUGH LOG (MIN)
UNDISTURBED SOIL
NOTES:
1.SEE SPECIFICATION SECTION 323300
FOR ADDITIONAL PRODUCT AND FINISH
REQUIREMENTS.
2.CONTRACTOR SHALL STAKE ROBINIA
POST LAYOUT IN FIELD FOR APPROVAL
BY ARCHITECT PRIOR TO INSTALLATION.
2'-0" DIA.
MIN.36" MIN OR 1/3 OF POSTHEIGHT, WHICHEVER ISGREATERILLUSTRATIVE IMAGE SECTION6"FOUNDATION BY
MANUFACTURER
INDOT CLASS B
NO. 8
EMBANKMENT
COBBLE
12' HEIGHT EMBANKMENT
SLIDE W/ TRANSFER STATION
913.33
TOP OF SLIDE
903.00
BOTTOM OF SLIDE
12' HEIGHT EMBANKMENT SLIDE SECTION
1.6
:
1
S
L
O
P
E
8 INCH CONCRETE
EDGER, 3/CS506
8 INCH CONCRETE
EDGER, 3/CS506
6"1'-6"1.50'
1
CS506
POURED-IN-PLACE
RUBBER SURFACE
2"4"EQ EQ
1'-0"
4" PERFORATED
PIPE, RE: SPECS
#8 COMPACTED
STONE BASE
NON-WOVEN FILTER
FABRIC, 12" MIN LAP AT
SUBGRADE LEVEL
NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR DESIGN AND
LAYOUT OF THE UNDERDRAIN SYSTEM FOR THE
POURED-IN-PLACE RUBBER SURFACE.
WATER PUMP W/
EXTENDED WATER SPOUT
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
2'-0"
2'-0"
WATER TROUGH
WATER TROUGH
4"
4"
6"
41
2"
WATER PUMP AT STAIRS
ACCESSIBLE WATER PUMP
WATER PUMP W/
EXTENDED WATER SPOUT
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
PLAYGROUND DETAILS
11640
CS506
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREVISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: NTS
POURED-IN-PLACE SURFACE DEPTH TRANSITION2SCALE: NTS
POURED-IN-PLACE RUBBER SURFACE1 SCALE: 1"=1'-0"
8 INCH CONCRETE EDGER3
SCALE: NTS
PIP TO CONCRETE PAVING TRANSITION4 SCALE: 1/2"=1'-0"
ROBINIA POST GRASSES6
SCALE: NTS
12' HEIGHT EMBANKMENT SLIDE - BID ALT #17 SCALE: 1"=1'-0"
PIP UNDERDRAIN8 SCALE: 1"=1'-0"
WATER PUMP AT GUARDRAIL9