HomeMy WebLinkAboutCS508 RETAINING WALL CLADDINGSPRAYGROUND PAD (VARIES)
EL 902.50'
CS509
6
TYP
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS.
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLANS
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC) FINISH, TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH.
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
4' - 2" BLOCK SIZES VARY2' - 3 3/4" VARIES
CS508
3
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
CS508
2
EPS BLOCKS INSTALLED FLUSH
WITH GRADE, TYP
1' - 7" VARIES
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
THE RETAINING WALL CLADDING IS PROPOSED AS CUSTOM DESIGN-BUILD ITEM.
DRAWINGS ILLUSTRATE THE DESIGN INTENT, CONTRACTOR SHALL PROVIDE
ENGINEERING AND FINAL DESIGN DRAWINGS.
A FULL SIZED MOCKUP OF A TYPICAL WALL SECTION (ROUGHLY 10'-0" T x 4'-0" W) WILL BE
BUILT ONSITE FOR REVIEW AND APPROVAL BY AE TEAM.
THE WALL CLADDING DESIGN AS SHOWN IS BASED ON THE FOLLOWING ASSUMPTIONS:
1. THE WALL CLADDING SUBSTRATE IS PROPOSED AS A SERIES OF EXPANDED
POLYSTYRENE (EPS) BLOCKS, EACH IS MACHINE MILLED TO A UNIQUE PROFILE TO
CREATE A CONTINUOUS FACETED SURFACE.
2. BLOCKS ARE LABELED AND ASSEMBLED ON SITE. RETAINING WALL IS TO BE FIELD
VERIFIED BEFORE PRODUCTION OF BLOCKS TO MINIMIZE FIELD CUTTING AND
PATCHING.
3. BLOCKS ARE FASTENED TO RETAINING WALL USING GALVANIZED THREADED ROD AT
24" O.C. IN EACH DIRECTION. RODS ARE EPOXIED INTO CONCRETE RETAINING WALL
AND CUT TO LENGTH. MECHANICAL FASTENERS ARE APPLIED TO FRONT FACE OF
BLOCKS.
4. GLASS FIBER REINFORCED CONCRETE IS SPRAY APPLIED TO EXTERIOR SURACE OF
EPS BLOCKS AND TROWELED WITH NO TROWEL MARKS REMAINING. FINISH COAT HAS
INTEGRAL COLOR PRE-MIXED INTO CONCRETE BEFORE APPLIED. COLOR TO BE
SELECTED BY AE TEAM. FINISH IS TO BE MONOCHROMATIC.
5. JOINT LINES BETWEEN FACETS ARE TO BE SLIGHTLY RADIUSED (1/2" TYPICAL).
INTENT IS FOR JOINT LINES BETWEEN FACETS TO BE LINEAR, ACCEPTABLE
TOLERANCE OF 1/2" OVER 36" OF LENGTH.
6. CONTROL JOINTS ARE TO BE ON SPECIFIC INTERVALS BASED ON MANUFACTURER'S
STANDARDS, AND SHOULD BE LOCATED ALONG JOINT LINES TO BE REVIEWED BY AE.
7. FINAL GFRC COAT IS TO RECEIVE SPRAY APPLIED WATER SEALANT.
GENERAL NOTES:
CS509 1
CS5094
(4) WATER SOURCE BLOCKS,
REFER TO 2/CS505
6
CS508
TYP
PREFABRICATED BRIDGE,
REFER TO CIVIL PLANS
WATER JET SPIGOTS TO BE INCORPORATED
IN WALL CLADDING, LOCATIONS AND
QUANTITY TO BE DETERMINED
7
CS508
Sim
4
CS5087
CS508
CS509
2
5
CS508
TYP
5
CS508
CS509
213' - 0" MAX HEIGHT3' - 0" VARIESWATER SOURCE BLOCK, REFER
TO 2/CS505
CS509
6
TYP
CS509
5
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLAN
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC FINISH), TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
CS508
2
Sim
SHEET APPLIED WATERPROOF
MEMBRANE, WRAP TOP OF FOOTING
SPRAYGROUND PAD (VARIES)
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
SPRAYGROUND PAD (VARIES)
EL 902.50'
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EPS BLOCK MINIMAL,
MECHANICALLY FASTENED TO
RETAINING WALL
FINISH GRADE ELEVATION VARIES,
REFER TO GRADING PLANS
GFRC SCRATCH COAT PARTIALLY APPLIED
DIRECTLY TO CONCRETE RETAINING WALL
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
SPRAYGROUND PAD (VARIES)
EL 902.50'
GUARDRAIL, 4/ CS504
CAST-IN-PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS
EXPANDED POLYSTYRENE, CNC
MILLED WITH ANGULAR
PROFILES, MECHANICALLY
FASTENED TO CONCRETE
RETAINING WALL
THREADED RODS, 24" O.C. BOTH WAYS,
DRILLED AND EPOXIED INTO CONCRETE
RETAINING WALL, RODS VARY IN LENGTH
GLASS FIBER REINFORCED CONCRETE
(GFRC) FINISH, TYP 1/2" SCRATCH COAT
AND 1-1/2" FINISH COAT. SPRAY APPLIED
AND TROWELED SMOOTH
4" DIAMETER PERFORATED DRAIN
PIPE, REFER TO CIVIL PLANS FOR
INVERTS AND OUTFALL ELEVATIONS
ENGINEERED FILL, REFER TO
GEOTECHNICAL RECOMMENDATIONS
SHEET APPLIED
WATERPROOF MEMBRANE
6" TYP
6" TYP
UPPER CONCRETE SLAB,
REFER TO LAYOUT AND
MATERIAL PLANS C101-C103
CS509
6
TYP
SEE GRADING PLAN
TOP OF WALL (VARIES)
SEE STRUCTURAL DRAWINGS
8" MIN
GALVANIZED THREADED ROD,
EPOXIED INTO CONCRETE
RETAINING WALL, 8" EMBED8" MINCAST IN PLACE CONCRETE
RETAINING WALL, REFER TO
STRUCTURAL DRAWINGS.
EPS PRE-DRILLED WITH
ROD LOCATIONS
NOTE: ANCHORS IN TOP OF
WALL SHOULD BE OFFSET
AND NO CLOSER THAN 8" TO
ANCHORS IN FACE OF WALL.
SPRAYGROUND PAD (VARIES)
EL 902.50'
EPS INSTALLED FLUSH WITH
CONCRETE SPRAYGROUND
SURFACE
3/4"SILICONE SEALANT
AND BACKER ROD
SPRAYGROUND PAD
ELEVATION VARIES, REFER
TO GRADING PLANS
SHEET 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
RETAINING WALL
CLADDING -PLAN AND
SECTIONS
CS508
11640.000
SCALE:1/2" = 1'-0"6 TYP WALL SECTION
SCALE:1/8" = 1'-0"1 RETAINING WALL - OVERALL PLAN
SCALE:1/2" = 1'-0"7 TYP WALL SECTION - WATERFALL
SCALE:1/2" = 1'-0"4 TYP WALL SECTION - END
SCALE:1/2" = 1'-0"5 TYP WALL SECTION - RAILING
SCALE:1 1/2" = 1'-0"3 TYP DETAIL OF THREADED ROD ANCHOR
SCALE:1 1/2" = 1'-0"2 TYP DETAIL AT SPRAYGROUND PAD