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INSPECTION
SYSTEM OR MATERIAL IBC CODE CODE OR FREQUENCY REMARKS
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FILL MATERIAL X MATERIAL TYPE AND GRADATION AS-FORMED WALL TILT
VERIFICATION VERT DOWELS(HORZ WALL CONSTR JT AT FOOTING STEP, 1/8"PER FOOT OF WALL HEIGHT
FILL PLACEMENTAND X WALL REINF NOT SHOWN) SEE DETAIL 1/S2.2
COMPACTION
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REQUIRED STRUCTURAL SPECIAL INSPECTIONS SIDE WALL �� i CANTILEVERED WALL Q�
INSPECTION i i (FORMED POSITION IS �
CODE OR FREQUENCY i i TILTED TOWARD BACKFILL ��
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CONCRETE I �i CANTILEVERED WALL �\1��'N T q,�'�
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m FORMWORK ACI 318:26 X ARRANGEMENT AND CONCRETE i i APPROX PLUMB) � `�P���► '
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TYPE,DIMENSIONS,HOLE
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ADHESIVE(CHEMICAL)SET EVALUATION X DRILL BIT REQUIREMENTS,HOLE
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ACI 318:26 AND EXPIRATION,INSTALLATION, � J
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SEE PROJECT SPECIFICATIONS FOR STRUCTURAL MATERIALS TESTING REQUIREMENTS. Q w
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RETAINING WALL SCHEDULE � m °�
SECTION DIMENSIONS REINFORCING a p W
DESIGN yyp,�L FOOTING REAR FACE WALL FRONT FACE WALL FOOTING BOTTOM FOOTING TOP KEY Q J j
MAX FTG KEY VERT VERT HORZ VERT HORZ HORZ U 0 Q
MARK WALL THK WALL THK FTG THK FTG"TOE" TRANS LONG BOT TRANS LONG TOP KEY BAR
WALL .. WIDTH DEPTH BARS BARS BARS BARS BARS BARS
.,�.. ���_B.. ��HT., FT" DIM .,FW„ ��Kp.. ��RV_A., ��RV_B.. ��RH., ��FV�� .,FH_A., ��FH_B�� BOT��TB.. ��LB" TOP���.. ..�T�� ..KR�� � Q w
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 W = U
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 Q � J
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" W � Q
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" � � �
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SCHEDULE NOTES: 0 z
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. w Z
� 3. WALL REAR FACE IS SOIL RETAINING SIDE. Q Q
N 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. = w
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PROJECT 4691.12669.01
DATE MAY 2025
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�ODOWL 2025
d SHEET
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� S2.1
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