HomeMy WebLinkAboutCS507 SITE DETAILSADJACENT STAIR
SEALED EXPANSION JOINT AT
ADJACENT STAIR OR WALL
1" CHAMFER (TYP.)
8"
UNLESS
OTHERWISE NOTED
# 5 HORIZONTAL BAR AT
12" O.C.
#5 VERT BAR AT 12" O.C.
HANDRAIL
4"VARIES, RE: GRADING
36" MIN1-1/2" DIA. POWDERCOATED
STEEL PIPE
EDGE OF STAIRS
1.5"Ø NOMINAL (1.9" O.D.), SCHEDULE
40 STEEL PIPE RAIL; PRIME AND PAINT
BLACK PER SPECIFICATION
(4) ANCHOR BOLTS OR
CONCRETE SCREW
ANCHORS314"4 1
4" Ø X 1/4" THICK BASE
PLATE 434"3" MIN5" MAX(4) ANCHOR BOLTS414"STEEL HANDRAIL POST
STEEL MOUNTING PLATE
HANDRAIL ATTACHMENT PLAN
HANDRAIL SECTION 3'-0"9"112"11
2"
HANDRAIL MOUNTING
BRACKET FOR ROUND
PIPE ATTACHMENT, TYP
NOTES:
1.ALL MATERIAL DIMENSIONS ARE INTENDED TO PROVIDE DESIGN INTENT.
CONTRACTOR TO PROVIDE ENGINEER SIGNED AND SEALED SHOP
DRAWINGS WITH ACTUAL DIMENSIONS FOR APPROVAL PRIOR TO
CONSTRUCTION.
CS507
4
434"
TYP
1'-0"
TYP
3'-4"
HANDRAIL
SURFACE MOUNT
2
CS507
CHEEK WALL1
CS507
CS507
4
SECTION
THROUGH
STAIRS
GUARDRAIL
ELEVATION
THICKENED EDGE
CONCRETE
PAVEMENT
14
CS500 6"1'-0"
#4 REBAR AT 12" O.C.
VERTICAL #4 REBAR
WITH STANDARD
HOOK AT 12" O.C.
#4 REBAR AT 12" O.C.
BOTH DIRECTIONS
INDOT DENSE
GRADED SUBBASE
NO.53
CHEEK WALL
3'-0"MINCONCRETE PAVEMENT
EXPANSION JOINT WITH 1/2" DIA. x 12"
LONG SMOOTH DOWEL @ 12" O.C.,
SLEEVE ONE END, TYP.
1'-0"8"GUARDRAIL 4
CS504
3.5" MAXCONCRETE STEPS, LIGHT BROOM FINISH
ON TREADS. SEE GRADING AND LAYOUT
FOR MORE INFORMATION3'-0" STEPNOSING TO TOPOF HANDRIALSLIP SLEEVE JOINT
8"6"1'-0"
1'-0"
HANDRAIL
SECTION THROUGH STAIRS
1
CS507
2
CS507
1'-0"
#4 REBAR @ 12" O.C.
CONT #4
REBAR, TYP
36" MIN#4 @ 12" O.C.
EACH WAY
EXPANSION JOINT 7"1/2" RADIUS NOSE, TYP.1'-6"3.5" MAX3.5" MAX
CHEEK WALL
GUARDRAIL 4
CS504
HEAVY DUTY
CONCRETE PAVEMENT
CONCRETE PAVEMENT8
CS500
9
CS500
GUARDRAIL ELEVATION
1
CS507EXPANSION JOINT WITH 1/2"
DIA. X 12" LONG SMOOTH
DOWELS AT 12" O.C.,
SLEEVE ONE END, TYP.8"5"7"8"WRAP WOOD TOP RAIL OVER END
AND MITER TOP CORNER. BUTT THE
RAIL AT BOTTOM WITH A 1/4" GAP
R
2
'
,
TYP
.4"DROP3/4"DROP1'-0"3'-0"1'-0"1'-6"3/4"DROP2'-0"R2'-0"R
1
'
-
6
"
VARI
E
S
RE:
PL
A
N
S4"
DROP
4
'
-
1
0
"1'-0"2'-0"4'-8"4'-6"
1
'
-
6
"
4
'
-
0
"
SLOPE SLOPE
RIPRAP OVER GEOTEXTILE
FABRIC, SEE PLANS FOR TYPE
GEOTEXTILE FABRIC
SPILLWAY TERMINUS - SECTION
RIPRAP - ROUNDED
COBBLE
CONCRETE SPILLWAY
SPILLWAY TERMINUS - PLAN
TAPER CURB TO ZERO HEIGHT
OVER RADIUS
CONTROL JOINT AT
TANGENT POINT, TYP.
CURB & GUTTER
LIGHT BROOM FINISH
SPILLWAY TERMINUS
RIPRAP - ROUNDED COBBLE
TOP OF RIPRAP LOWER THAN
EDGE OF CONCRETE
TAPER CURB TO ZERO HEIGHT
OVER RADIUS
CONTROL JOINT AT
TANGENT POINT, TYP.
CURB & GUTTER
LIGHT
BROOM
FINISH
SPILLWAY
TERMINUS
RIPRAP - ROUNDED COBBLE
TOP OF RIPRAP LOWER THAN
EDGE OF CONCRETE
TYPICAL SPILLWAY - PLAN
ANGLED SPILLWAY - PLAN
VARIES
RE: PLANS
REFER CONNECTOR ROAD
PLAN AND PROFILE SHEETS
FOR SPILLWAY WIDTH
SITE DETAILS
11640
CS507
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: 1/2"=1'-0"
CHEEK WALL1
SCALE: 1-1/2"=1'-0"
HANDRAIL2 SCALE: 1/2"=1'-0"
STAIRS AT WATER PUMPS - PLAN3 SCALE: 1/2"=1'-0"
STAIRS AT WATER PUMPS - SECTIONS4
SCALE: 1/2"=1'-0"
CONCRETE SPILLWAY5