HomeMy WebLinkAbout054_S2.1_RetainingWallSchedules&Details1/8" PER FOOT OF WALL HEIGHT
AS-FORMED WALL TILT
CANTILEVERED WALL
(FORMED POSITION IS
TILTED TOWARD BACKFILL)
CANTILEVERED WALL
(BACKFILLED POSITION IS
APPROX PLUMB)
GRADE ON FRONT
SIDE WALL
GRADE ON BACK
SIDE WALL
WALL BACKFILL
HEEL TOE
FOOTING (LEVEL)(REINF NOT SHOWN)
REAR FACE
DRAINAGE
BACKFILL
STONE VENEER
STRUCTURAL FILL
SEE PLAN
TOF
SEE PLAN
TOF
THKSTEPWALL CONSTR JT AT FOOTING STEP,
SEE DETAIL 1/S2.2
SEE SECTIONS FOR
FOOTING REINF
EXTEND FOOTING
LONG REINF INTO STEP
END HOOK ON TOP
FOOTING LONG REINF
AT STEP
"Z" BARS, MATCH
KEY OR FOOTING
LONG REINF
~ 1' - 0"
KEY WHERE
SCHEDULED LAP
VERT DOWELS (HORZ
WALL REINF NOT SHOWN)
M
BENJAMIN D.
WARDELL
O N T A NA
PROF
ESSIONAL E NGINEERLICE N S E DNO. 13302 PEREVISIONSREVDATEDESCRIPTIONBY
406-656-6399222 N. 32nd Street #700Billings, Montana 59101WWW.DOWL.COMPROJECT
DATE
SHEET
DOWL 2025cPLOT DATE:USER:A05/22/202590% PROGRESSBW\\dowl.com\j\Projects\91\12669-01\65CAD\MR24-ST-12669-01.rvt5/20/2025 10:50:44 AMS2.1 RETAINING WALL SCHEDULES & DETAILSMAY 2025
4691.12669.01PHASE 1 DESIGN, 915 HIGHLAND BLVD, BOZEMAN, MTBOZEMAN HEALTH CAMPUSPRELIMINARY -FOR REVIEWMGOLDBERGREQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR
STANDARD
REFERENCE
FREQUENCY
CONTINUOUS PERIODIC
SOILS
EXCAVATION DEPTH AND
LIMITS X
SUBGRADE APPROVAL X
BY THE GEOTECHNICAL
ENGINEER
FILL MATERIAL
VERIFICATION X MATERIAL TYPE AND GRADATION
FILL PLACEMENT AND
COMPACTION X
REQUIRED STRUCTURAL SPECIAL INSPECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR
STANDARD
REFERENCE
FREQUENCY
CONTINUOUS PERIODIC
CONCRETE
VERIFICATION OF
FORMWORK ACI 318: 26 X
INSPECT FORMS FOR
ARRANGEMENT AND CONCRETE
THICKNESS DIMENSIONS
REINFORCING STEEL
PLACEMENT
ACI 318; 20,
25 & 26 X INCLUDES BAR SIZE AND GRADE
WELDING OF REINFORCING
STEEL
AWS D1.4,
ACI 318: 26 X NO WELDING OF REINFORCING
STEEL ANTICIPATED
PLACEMENT OF
CAST-IN-PLACE ANCHOR
RODS
ACI 318: 26 X
VERIFICATION OF
CONCRETE MIX DESIGN(S)1904.1, 1904.2 ACI 318: 19 &
26 X
CONCRETE PLACEMENT
AND CONSOLIDATION ACI 318: 26 X
CONCRETE CURING AND
PROTECTION ACI 318: 26 X
POST-INSTALLED ANCHORS
MECHANICAL
ICC
EVALUATION
REPORTS,
ACI 318: 26
X
VERIFY ANCHOR PRODUCT,
TYPE, DIMENSIONS, HOLE
DIMENSIONS, COMPLIANCE WITH
DRILL BIT REQUIREMENTS, HOLE
CLEANLINESS, INSTALLATION,
EMBEDMENT, AND NUT
TIGHTENING
ADHESIVE (CHEMICAL) SET
ICC
EVALUATION
REPORTS,
ACI 318: 26
X
VERIFY ANCHOR PRODUCT,
TYPE, DIMENSIONS, HOLE
DIMENSIONS, COMPLIANCE WITH
DRILL BIT REQUIREMENTS, HOLE
CLEANLINESS, ADHESIVE TYPE
AND EXPIRATION, INSTALLATION,
EMBEDMENT, AND NUT
TIGHTENING
SEE PROJECT SPECIFICATIONS FOR STRUCTURAL MATERIALS TESTING REQUIREMENTS.
RETAINING WALL SCHEDULE
DESIGN
WALL
MARK
SECTION DIMENSIONS REINFORCING
WALL FOOTING REAR FACE WALL FRONT FACE WALL FOOTING BOTTOM FOOTING TOP KEY
WALL THK
"WT"
WALL THK
"WT-B"
MAX
WALL
"HT"
FTG THK
"FT"
FTG "TOE"
DIM
FTG
WIDTH
"FW"
KEY
DEPTH
"KD"
VERT
BARS
"RV-A"
VERT
BARS
"RV-B"
HORZ
BARS
"RH"
VERT
BARS
"FV"
HORZ
BARS
"FH-A"
HORZ
BARS
"FH-B"
TRANS
BOT "TB"
LONG BOT
"LB"
TRANS
TOP "TT"
LONG TOP
"LT"
KEY BAR
"KR"
RW-01 1'-4" 0'-10" 5'-0" 1'-0" 1'-0" 4'-0" NONE #4 @ 6" #4 @ 12" #4 @ 10" #4 @ 12" #4 @ 10" NONE #4 @ 18" (3) #4 #5 @ 12" (3) #4 NONE
RW-02 1'-4" 0'-10" 6'-6" 1'-0" 1'-6" 5'-0" NONE #4 @ 6" #4 @ 12" #4 @ 10" #4 @ 12" #4 @ 10" NONE #4 @ 18" (4) #4 #5 @ 12" (4) #4 NONE
RW-03 1'-4" 0'-10" 9'-6" 1'-3" 2'-0" 6'-6" NONE #5 @ 6" #5 @ 12" #4 @ 10" #4 @ 12" #4 @ 10" NONE #4 @ 18" (4) #5 #5 @ 6" (4) #5 NONE
RW-04 1'-6" 1'-0" 8'-6" 1'-3" 2'-0" 6'-6" 1'-0" #5 @ 6" #5 @ 12" #4 @ 10" #4 @ 12" #4 @ 10" #4 @ 10" #4 @ 18" (4) #5 #5 @ 6" (4) #5 #5 @ 12"
RW-05 1'-6" 1'-0" 10'-0" 1'-3" 2'-3" 7'-6" 1'-0" #6 @ 6" #6 @ 12" #4 @ 10" #4 @ 12" #4 @ 10" #4 @ 10" #4 @ 18" (5) #5 #5 @ 6" (5) #5 #5 @ 12"
RW-06 1'-6" 1'-0" 10'-0" 1'-6" 2'-3" 8'-0" 1'-6" #6 @ 6" #5 @ 6" #4 @ 10" #4 @ 12" #4 @ 10" #4 @ 10" #4 @ 12" (5) #5 #5 @ 6" (5) #5 #5 @ 12"
SCHEDULE NOTES:
1. SEE RETAINING WALL GENERAL NOTES FOR DESIGN CRITERIA.
2. WORK THIS SCHEDULE WITH RETAINING WALL SECTIONS THAT GRAPHICALLY IDENTIFY ALL DATA. SEE CIVIL DRAWINGS FOR WALL PLANS AND ELEVATIONS.
3. WALL REAR FACE IS SOIL RETAINING SIDE.
4. # INDICATES REBAR SIZE; @ X" INDICATES C-C REBAR SPACING.
5. PROVIDE #5 MINIMUM SIZE TOP HORIZONTAL WALL BAR(S) WHEN TYPICAL SCHEDULE SIZE IS LESS THAN #5.
SECTION
S2.1
A
CANTILEVER RETAINING WALL - BACKFILL & FORMING TILT
NOT TO SCALE
DETAIL
S2.1
1
FOOTING STEP - ELEVATION VIEW
NOT TO SCALE