HomeMy WebLinkAboutCS501 SITE DETAILS3'-0"3'-6"8"8"4"8"8"6'-0" O.C. (TYP.)
1'-6"
18"
(4)3
4" Ø GALV. BOLT WITH NUT
& WASHER (COUNTERSUNK)
(2) 4X8X12'-0" RAIL, TYP
12X12 POST 2"
CHAMFER ON TOP
INDOT DENSE
GRADED
SUBBASE NO.
53, TYP.
12X12 POST 2" CHAMFER
ON TOP, CUT SLOTS TO
RECEIVE RAIL
3
4" Ø GALV. BOLT WITH
NUT & WASHER
(COUNTERSUNK)
(2) 4X8X12'-0" RAIL;
CUT INTO POST
WOOD GUARDRAIL NOTES:
1.SEE SPECIFICATION SECTINO 324010, "WOOD WALLS,
BOARDWALKS, AND PATIO DECKING" FOR MATERIALS AND
OTHER REQUIREMENTS.
2.POST TO BE INSTALLED BY AUGER INTO GROUND.
3.PROVIDE BURIED END CONDITION PER GUARDRAIL
TERMINUS 2/CS501, TYP. UNLESS OTHERWISE NOTED.
FINISHED GRADEFINISHED GRADE
SECTION FRONT ELEVATION:
WOODEN GUARDRAIL (VPORT
10'-0"6'-0"4"1'-10"1'-6"INDOT DENSE GRADED SUBBASE NO. 53,
PROVIDE 4" MIN SUBBASE BASE, ALL SIDES
SUBGRADE
EDGE CONDITION
3'-73
4" MIN.
SPACER BLOCK
NOTE:
SEE WOODEN GUARDRAIL 1/CS501
FOR ADDITIONAL INFORMATION
10'-0"10'-33
4"
2X6 IPE DECKING
TREATED SOUTHERN
PINE DOUBLE 2X12
STRINGERS
SPACED AT 1'-0", TYP.
4" H X 4" W IPE CURB, TYP.
1
8" GAP BETWEEN DECK
BOARDS, TYP.
MID-SPAN BLOCKING
22 IPE DECK BOARDS WITH 1
8" GAP
5
CS501
5
4 " X 11-1
4" IPE FACADE
BLACK UV FACADE S BACKER
BETWEEN IPE FACADE AND
TREATED SOUTHERN PINE
STRINGER
IPE CLIP STANDARD
HIDDEN DECK
FASTENERS AT EACH
STRINGER CROSSING,
TYP.
9" CONCRETE RETURN WALL,
PROVIDE WALL REINFORCEMENT
AND FOOTING SIZE AS SHOWN IN
DETAIL 5/CS501
STITCH STRINGERS
TOGETHER W/ (3) 8d
GALVANIZED NAILS
AT 12" O.C.
WALL FOOTING BELOW, TYP1012"1'-0"TYP9"TYP1'-0"
TYP
2'-6"
TYP 1'-712"TYP1'-71
2"
TYP1012"1'-0"TYPHEAVY DUTY
CONCRETE
PAVEMENT
9
CS500 2'-0" MINTYP2'-5" MAX1'-0"
TYP
9"
TYP
5'-0"
TYP
1'-71
2"
TYP
1'-3"TYP6"TYP 2X6 IPE DECKING
TREATED SOUTHERN PINE DOUBLE 2"X12"
STRINGERS SPACED AT 1'-0" O.C.
4" H X 4" W IPE CURB, TYP.
MID-SPAN BLOCKING
10' 3-3/4" (22 IPE DECK BOARDS WITH 1
8" GAP)
INDOT DENSE GRADED
SUBBASE NO. 53, TYP
HEAVY DUTY CONCRETE
PAVEMENT, TYP
CL PAVEMENT ELEV. 901.00
CL PAVEMENT ELEV. 901.00
2.5% MAX
TREATED SOUTHERN PINE 2X12
SILL BOARD, TYP.
1" DIAMETER GALVANIZED STEEL
ANCHOR RODS W/ DOUBLE NUT AT
END. 4 PER SIDE SPACED
EQUALLY W/ 12" EMBEDMENT, TYP.
TOP OF FOOTING
ELEV. 895.00
TOP OF FOOTING
ELEV. 895.00
#5 VERTICAL BAR AT 12" O.C.
WITH STANDARD HOOK
EACH FACE, TYP
#5 HORZ BAR AT 12" O.C.
EACH FACE, TYP
IPE CLIP STANDARD HIDDEN
DECK FASTENERS AT EACH
STRINGER, TYP.1'-0"1'-0"1/2" GAP BETWEEN STRINGERS
AND CONCRETE, TYP.
(3) 10d GALVANIZED TOE-NAILS AT
EACH STRINGER TO SILL BOARD, TYP
1'-71
2"
TYP
6"
TYP
#4 HOOKED BAR AT 12" O.C., TYP
#5 BARS AT 12" O.C.
EACH WAY TOP AND
BOTTOM, TYP
9
CS500
AGGREGATE BASE INDOT
CLASS B NO. 08
EXPANSION JOINT WITH 18" SMOOTH
STEEL DOWEL @ 12" O.C., SLEEVE
ONE END, TYP.
1'-0"8"6"
TYP
6"
TYP
CONCRETE CURB
4" AGGREGATE BASE
(INDOT #53)
(2) #4 BAR CONTINUOUS, TYP.
FINISHED GRADE,
SEE GRADING AND
LANDSCAPE PLANS
FOR CONTINUATION
PROVIDE THICKENED EDGE CONCRETE
PAVING AT BARRIER CURB INTERFACE
SEE LAYOUT PLANS FOR
TYPE OF ADJACENT PAVING 6"6" TYP.12"ISOLATION JOINT AND 1/2"
SMOOTH DOWELS AT 12"
O.C. WHERE BARRIER CURB
MEETS CONCRETE PAVING
NOTES:
1.PROVIDE CONTROL JOINTS AT CONCRETE BARRIER
CURB TO MATCH ADJACENT PAVING. MAXIMUM SPACING
SHALL BE 10'-0".
#4 BAR AT 18" O.C.
13
CS500
1'-0"
SUBGRADE
INDOT DENSE GRADED
SUBBASE NO. 53
DECORATIVE CONCRETE PAVEMENT,
PROVIDE THICKENED EDGE
EXPANSION JOINT WITH 1/2" DIA. X
12" LONG SMOOTH STEEL DOWEL
@ 24" O.C., SLEEVE ONE END
CONCRETE PAVEMENT,
PROVIDE THICKENED EDGE 1
1
1
11'-0"VARIES, SEE LAYOUT PLANS
3"6"SUBGRADE
TOPSOIL
INDOT DENSE
GRADED
SUBBASE NO. 53
STABILIZED CRUSHED
LIMESTONE
RIPRAP - ROUNDED COBBLE
TRENCH DRAIN,
WIDTH VARIES
12"
MIN
12"
MIN
LIMESTONE BLOCK,
RE: SPECS
2
CS502
3
CS505
PLAN4'-0" MINUNLESSOTHERWISENOTEDEXTEND TRENCH
DRAIN 12" MIN
BEYOND PAVEMENT
1'-6"SLOPE
SLOPE
RIPRAP OVER GEOTEXTILE
FABRIC, SEE PLANS FOR TYPE
GEOTEXTILE FABRIC
SECTION
1'-0"1'-0"
TRENCH DRAIN BEYONDVARIES,
RE: PLANS LIMESTONE BLOCK,
RE: SPECS
2
CS502
SITE DETAILS
11640
CS501
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: 1/4" = 1'
WOODEN GUARDRAIL1 SCALE: 1/4" = 1'
GUARDRAIL TERMINUS2
NTS
TRENCH DRAIN TERMINUS3
SCALE: 1/2" = 1'
BOARDWALK PLAN4
SCALE: 1/2" = 1'
BOARDWALK SECTION5
SCALE: 1"=1'-0"
CONCRETE BARRIER CURB7SCALE: 1"=1'-0"
CONCRETE WALK & DECORATIVE CONCRETE PAVEMENT INTERFACE6 SCALE: 1"=1'-0"
STABILIZED AGGREGATE TRAIL8