HomeMy WebLinkAboutCS504 SITE DETAILSNOTES:
1.HANDRAIL SLOPE SHALL MATCH SLOPE OF ADJACENT WALKWAY.
2.CONTRACTOR SHALL GRIND AND SMOOTH EDGES TO MINIMIZE BURRS AND POINTS. ALL OPEN ENDED TUBES TO BE CAP WELDED.
3.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.
4.ALL STEEL COMPONENTS, ANCHORS, MECHANICAL FASTENERS, ETC. SHALL BE HOT-DIP GALVANIZED, UNLESS OTHERWISE NOTED.
SECTION INTERIOR ELEVATION
4'-0" O.C.42"42"3.5" MAXVARIESVARIES, 3.5" MAXEQUALLY SPACED, 3.5" MAX
MATCH GUARDRAIL AT
PLAYGROUND BRIDGE -
UNTREATED FSC 100% CUMARU
HARDWOOD, 7.6"x1.9" (WxH);
PROVIDE RADIUS AT CORNERS
AND SMOOTH SURFACE FINISH
WITH NO BURRS OR SPLINTERS;
FASTEN BENEATH
1-1/2" SQUARE STEEL TUBE, WELD TO
STEEL PLATE
STEEL PLATE WITH
MECHANICAL FASTENERS
POWDER COATED STEEL
TUBE, WELD TO STEEL POST
POWDER COATED 3/8" ROUND ROD
POWDER COATED STEEL TUBE
1-1/2" SQUARE STEEL TUBE
STEEL PLATE
STEEL PLATE
MATCH HANDRAIL AT
PLAYGROUND BRIDGE -
UNTREATED FSC 100% CUMARU
HARDWOOD, 7.6"x1.9" (WxH);
PROVIDE RADIUS AT CORNERS
AND SMOOTH SURFACE FINISH
WITH NO BURRS OR SPLINTERS;
FASTEN BENEATH
L-BRACKET WITH MECHANICAL
FASTENERS (ALL FOUR
CORNERS OF PANEL)
L-BRACKET WITH MECHANICAL
FASTENERS (ALL FOUR CORNERS OF
PANEL)
4" MIN. BETWEEN PLATE
AND THICKENED EDGE OR
EDGE OF WALL GUARDRAIL TERMINUS
WRAP WOOD TOP
RAIL OVER END AND
MITER THE CORNER
BUTT THE RAIL
BELOW WITH A
1/4" GAP1'-0"1'-0" DIA.2'-0" MIN1'-8"1/2"1" MIN.4"7"2"4"1"
2.5"2.5"3" MINCOVERSTAINLESS STEEL DOWEL, 3/8" X 4", EPOXY
SET. 2 PER CAPSTONE
1/2" MORTAR SETTING BED
LIMESTONE CAP WITH CONTINUOUS DRIP
EDGE, SEE PLANS FOR JOINTING
1" MORTAR BACKFILL, 1/4" MORTAR JOINTS
(1/2" MAX)
LIMESTONE VENEER,
·4" STONE, LENGTH VARIES 18" TO 36"
·1/2" DEEP CONCAVE MORTAR JOINTS
·S.S. FASTENERS, ONE PER EACH SQ. FT.
OF FACE
·UNITS ARE PRECUT & DRESSED BEFORE
DELIVERY TO SITE
·RANDOM COURSED ASHLAR WITH
RANDOM BONDS ALL SIDES
·PROVIDE VENEER TO COVER FULL WIDTH
OF WALL AT BOTH ENDS
·INTERLOCKING VENEER ON CORNERS
FINISHED GRADE, SURFACE VARIES: SEE
GRADING
VENEER LEDGE, SLOPE TO DRAIN
SITE BACKFILL
POURED-IN-PLACE CONCRETE GRADE BEAM
POURED-IN-PLACE CONCRETE PIER @ 8'-0"
O.C. MAX, 2 PER WALL MIN
#3 HORIZONTAL TIES AT 10" O.C.
(4) #5 VERTICAL BAR PER CONCRETE PIER
COMPACTED SUBGRADE
NOTES:
1.SUBMIT SHOP DRAWING FOR CAPSTONE FOR
ARCHITECT/ENGINEER'S APPROVAL PRIOR TO INSTALLATION.
2.WALLS MAY BE LINEAR OR RADIAL, AS SHOWN IN PLANS.
CAPSTONES OF RADIAL WALLS SHALL BE RADIAL.
3.MAXIMUM 4'-0" LONG CAP SECTIONS, EQUALLY SPACED.
1'-9"
1"4"2"
#4 CONT. @ 12' O.C. TOP & BOTTOM
#3 STIRRUPS @ 12' O.C.
#4 REBAR @ 12"
O.C. EACH WAY
3.75"MAX4'-0"3'-0" MIN, TYP1'-4"
TYP6" MIN, TYP2" MIN3"x3" SQUARE TUBE POSTS
WOVEN WIRE PANEL, 3"x3"
WELDED, 2-3/4 GAUGE 2"x2" SQUARE TUBE POSTS
4"x4" SQUARE TUBE POSTS.
CLOSED CAP ON TOP OF
POSTS. MECHANICALLY
FASTEN ADJACENT PANELS.
NOTES:
1.CONTRACTOR TO PROVIDED ENGINEER SIGNED AND SEALED SHOP DRAWINGS WITH MATERIALS
AND DIMENSIONS FOR APPROVAL BY PROJECT MANAGER.
2.ALL SHARP EDGES AND WELDS SHALL BE GROUND TO A SMOOTH , SAFE FINISH, MATERIAL.
3.CONTRACTOR SHALL COORDINATE FABRICATION OF RAILING AND CONNECTION FOR APPROVAL BY
PROJECT MANAGER PRIOR TO CONSTRUCTION.
4.CONTRACTOR TO CONSTRUCT ALL RAILINGS IN ACCORDANCE WITH ALL APPLICABLE CODES AND
STANDARDS.
5.WOVEN WIRE PANEL, POSTS AND RAILS TO BE POWDERCOATED GLOSS BLACK TO MATCH THE
BRIDGE. GALVANIZE PRIOR TO POWDERCOATING.
6.CONTRACTOR TO PROVIDE A 2'-6" WIDE, LOCKABLE SWING GATE PANEL ON EACH SIDE OF THE
BRIDGE TO MATCH FENCE. LOCATIONS AS SHOWN ON PLANS.
12" DIA. CONCRETE
FOUNDATION.
PLACE TO FROST
DEPTH FROM
DOWNHILL SIDE
SLOPE PER GRADING
EMBEDMENT
PER
FABRICATOR
BRIDGE -
DECORATIVE
GUARDRAIL PANEL
AND BRIDGE
STRUCTURE
BRIDGE ABUTMENT
AND ROBINIA POST
BASE CONNECTION,
RE: STRUCTURAL
1
CS512
CONCRETE
PAVEMENT
8
CS500
GUARDRAIL4
CS504
ROBINIA POST GRASSES,
10' HEIGHT FROM
FINISHED GRADE, 8"-12"
MIN. DIAMETER AT BASE
6
CS506
3.5" MAX 3.5" MAX
1/2" GAP BETWEEN
BASE OF ROBINIA
POST AND
FINISHED GRADE
ACCESSIBLE COMPANION
SEATING AREA, MINIMUM 36" WIDE
X 48" DEEP, VERIFY OVERALL
LENGTH OF CONCRETE PAD PER
FINAL BENCH SELECTION
6"
10'-0"
5'-10"
VERIFY PER FINAL OWNER SELECTION
6"4'-0"BENCH - OWNER FURNISHED,
CONTRACTOR INSTALLED
CONCRETE PAVEMENT 8
CS500
SITE DETAILS
11640
CS504
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"=1'-0"
GUARDRAIL4
SCALE: 3/4"=1'-0"
STONE VENEER WALL1 SCALE: 1/2"=1'-0"
WIRE MESH FENCE2
SCALE: 1"=1'-0"
BRIDGE GUARDRAIL TRANSITION5
SCALE: 1/2"=1'-0"
COMPANION SEATING ENLARGEMENT3
NTS
DECORATIVE CONCRETE PAVEMENT PATTERN6
BASIS OF DESIGN - CATTAIL MARSH PROPOSED CONCRETE SURFACE