HomeMy WebLinkAboutS2-1-1 - CONCRETE SECTIONS AND DETAILS#4 @ 12" OC T&B
#7 @ 12" OC T&B
#5 @ 12" OC EF
#4 @ 12" OC
DWLS TO MATCH VERT
WALL REINF, TYP
SPRAYGROUND SLAB,
SEE ARCH
CONCRETE PAVEMENT,
SEE CS401
WATERSTOP
DRAINTILE, SEE CU103
TOC EL, SEE ARCH
TOF EL,
SEE PLAN
TOW EL, SEE PLAN
NOTES:
1. REFER TO CS508 & CS509 FOR ADDITIONAL COORDINATION REQUIRED FOR
CLADDING WALL SYSTEM ATTACHMENT TO RETAINING WALL.
1/4" ISOLATION JOINT
1' - 6"7' - 8"1' - 4"
(4'-3" @ BRIDGE)
4' - 0"
#7 @ 12" OC
1/4" ISOLATION JOINT
1'-10" 4'-0"WATERPROOFING,
SEE CS508
1/2" DIA X 18" LG
ADHESIVE DOWELS
@ 12" OC
#4 @ 12" OC T&B
#7 @ 12" OC T&B
#5 @ 12" OC EF
#4 @ 12" OC
DWLS TO MATCH VERT
WALL REINF, TYP
SPRAYGROUND
SLAB, SEE ARCH
GRADE, SEE CG402
WATERSTOP
DRAINTILE, SEE CU103
TOC EL,
SEE ARCH
TOF EL,
SEE PLAN
TOW EL, SEE PLAN
NOTES:
1. REFER TO CS508 & CS509 FOR ADDITIONAL COORDINATION REQUIRED FOR
CLADDING WALL SYSTEM ATTACHMENT TO RETAINING WALL.
1/4" ISOLATION
JOINT
#7 @ 12" OC
(4'-3" @ BRIDGE)
4' - 0" 1' - 4"7' - 8"1' - 6" 1'-10" 4'-0"WATERPROOFING, SEE CS508
GRADE, SEE CG402
TOW EL, SEE PLAN
NOTES:
1. DO NOT PLACE WATER SOURCE BLOCK UNTIL
CONCRETE HAS REACHED IT'S 28-DAY COMPRESSIVE
STRENGTH AND WALL BACKFILLING IS COMPLETE.
SEE RETAINING WALL
DETAILS FOR REINF &
CONTINUATION OF WALL
#4 @ 12" OC
(4) #4 CONT, T&B
WATER SOURCE
BLOCK, SEE CS502
WATER SOURCE PIPE
SEE ARCH. PROVIDE
UTILITY SLEEVE PER
TYPICAL DETAIL.1' - 0"2' - 2"
#4 @ 12" OC
6"
SCHED 40 STL PIPE SLEEVE
W/ 1/2' DIAx4" LONG STUDS
COORDINATE SIZE WITH MECH
AND ELEC UTILITIES
(4) #4 x 24" LONG BARS
CENTERED AROUND
OPENING
CL OF UTILITY SLEEVE SEE
PLANS COORD WITH
CENTERLINE OF MECH AND
ELEC UTILITIES
SEALANT, SEE SPECS
FACE OF CONCRETE
1"SLEEVE
NOTES:
1. PROVIDE 1.3 THE TENSION
DEVELOPMENT LAP, Ld.
CORNER BARS TO MATCH
THE SIZE AND SPACING
OF THE HORIZ REINF (TYP)
HORIZ REINF
VERT REINF
EXTERIOR FACE
WALL THKNOTE 1 FROM INTERIOR
FACE OF WALLNOTE 1
0" TYP
WALL THK
TOF EL,
SEE PLAN
REINF TO MATCH
FDN REINF
TOF EL,
SEE PLAN
1 1
3'-0" MINTHK2X THK MAXSEE PLAN,REINF TO MATCH
FDN REINF, TYPTHK
PROVIDE 90 DEGREE
HOOKED VERTICAL BARS
AT BRIDGE
CONCRETE PAVEMENT,
SEE CS401
TOW EL, SEE PLAN
NOTES:
1. BRIDGE NOT SHOWN FOR CLARITY.
2. COORDINATE WITH PRE-FAB BRIDGE SUPPLIER.
3. SEE CS504 FOR ADDITIONAL INFO.
4. ROBINIA POST TO FIT SNUG AROUND STD PIPE.
APPLY EPOXY BONDING AGENT TO POST BEFORE
INSERTING ONTO PIPE.
SEE RETAINING WALL
DETAILS FOR REINF &
CONTINUATION OF WALL
3/4" DIA GALVANIZED THREADED
ROD ADHESIVE ANCHORS W/ 12"
EMBED MIN, COORDINATE
QUANTITY AND LOCATIONS WITH
PRE-FAB BRIDGE SUPPLIER
1/4" ISOLATION JOINT GALV CONT L3X3X3/8 W/ 1/2"
DIA X 4" LG STUD @ 24" OC
#4 @ 12" OC
(5) CONT #4
1' - 6"1' - 0"6" 6"
NOTE 2
10"NOTE 21' - 0"ROBINIA POST NOT SHOWN
FOR CLAIRTY, SEE NOTES 3 & 4
A ATYP1 1/2"4"TYP1 1/2"3/16
(4) 3/4" Ø GALV HILTI
KWIK HUS-EZ
ANCHORS W/ 4" EMBED
PLAN VIEW A-A
4" 4" 4"
GALV 1/2"X7"X7" PL
CONCRETE RETAINING
WALL
4" MINGALV SCHED 40 PIPE
2 1/2 STD X 3'-0" LG W/ CIVILCOORDSHEET NUMBER
PROJECT NUMBER
DRAWING TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroupjjr.com
SCALE
WEST PARK:
THE CORE
3030 W. 116TH STREET
CARMEL, IN 46032
OWNER:
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% CONSTRUCTION DOCUMENTS 06/19/2020
ISSUED FOR BID 07/14/2020
As indicated
CONCRETE SECTIONS
AND DETAILS
S2.1.1
11640.000
SCALE:3/4" = 1'-0"20 WEST RETAINING WALL DETAIL
SCALE:3/4" = 1'-0"24 EAST WALL SECTION
SCALE:3/4" = 1'-0"36 TOP OF WALL AT WATER SOURCE BLOCK
SCALE:1/2" = 1'-0"38 TYPICAL SLEEVE FOR UTILITIES DETAIL
SCALE:1/2" = 1'-0"40 TYPICAL CONCRETE WALL CORNER PLAN DETAIL
SCALE:1/2" = 1'-0"34 STEPPED FOOTING DETAIL
SCALE:3/4" = 1'-0"51 TOP OF WALL AT BRIDGE DETAIL