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� m <br /> � � O <br /> � � � <br /> H <br /> RETAINING WALL SCHEDULE � <br /> H A B D TW TL K L <br /> REBAR"D" REBAR"H" REBAR"V" REBAR"T' REBAR"B" REBAR"G" � <br /> [FT] [FT] [FT] [INj [INj (IN] [IN] [FT] <br /> Q <br /> 15ft-13ft 3.50 9.50 ZO 12 12 38 9.75 #8 @6 in #5 @12 in #5 @8 in #6 @6 in #6 @8 in #6 @10 in � •� <br /> ._ , <br /> 13ft-11ft 2.50 8.50 18 12 12 26 8.45 #8 @10 in #5 @12 in #5 @10 in #6 @8 in #6 @14 in #5 @16 in Z O m <br /> L <br /> 11ft-9ft 2.50 7.33 16 10 10 24 7.15 #8 @12 in #5 @15 in #5 @12 in #6 @10 in #6 @16 in #5 @16 in a <br /> 9ft-7ft 1.50 6.33 14 10 8 16 5.85 #6 @12 in #4 @10 in #4 @11 in #5 @6 in #5 @18 in #4 @18 in � <br /> O <br /> 7ft-Sft 1.50 5.17 12 8 6 12 4.55 #5 @12 in #4 @12 in #4 @14 in #5 @12 in #5 @18 in #4 @18 in � <br /> 5ft-3ft 1.50 4.67 12 8 - - 3.25 #5 @18 in #4 @12 in #4 @18 in #4 @12 in #S @18 in - - � <br /> 3ft-1ft 1.50 3.50 10 6 - - 1.95 #4 @18 in #4 @16 in #4 @18 in #4 @18 in #4 @18 in - - . � <br /> p � � <br /> 1ft-Oft 0.75 2.00 8 6 - - 0.65 #4 @18 in #4 @16 in #4 @18 in #4 @18 in #4 @18 in - - � � � <br /> U <br /> ca � <br /> o � _ ° � s � v <br /> � •� c.� � c.i U o � <br /> ��TW,� , <br /> � <br /> #5 @ 12"oc @ WALL ca <br /> w/Tw> 10" BAR"H" �+ � I <br /> TOP OF GRADE !t`���R.� �`�r`� o <br /> a � � <br /> #5 @ 12"oc @ WALL - BAR"V" � � <br /> . o �. <br /> w/Tw> 10" � a tO ,,,�a, � � "' � Z <br /> a o HOLD 1 1/2"CLR. @#4 &#5 � �� � g� � <br /> C.I.P. WALL w/REINF. HOLD 1 1/2" ° po�° HOLD 2"CLR. @#6& ���a o� w <br /> PER SCHEDULE CLR. Q � �O LARGER ,(' �4 0 , <br /> � <br /> DESIGN PARAMETERS: � FREE DRAINING <br /> EQUAL.ACTIVE PRESSURE = 35pcf � � BACKFILL FULL HT. x 18" <br /> EQUAL. PASSIVE PRESSURE=350pcf °' � WIDE @ BACK OF WALL <br /> = SOIL FRICTION FOEFF. =0.35 � <br /> SURCHARGE=250psf � °"' 4 ����-- <br /> ALLOWABLE SOIL BRG: ° �,��,��,��G� <br /> PRESSURE-5,OOOpsf ' JD"O`/O"�� <br /> fc=2,500psi : ° Q ����� <br /> fy =60,OOOpsi � a �O��iO�G� <br /> `_'� �'� <br /> TOP OF GRADE 2"QJ WEEP HOLES @ <br /> 6'-0"oc TYP. <br /> � BAR"V" <br /> � ROUGHEN SURFACE TO 1/4" 0 0 � o ° ' 0" BAR"D" <br /> FULL AMPLITUDE ��o �O° <br /> . a <br /> � CONT. 2X4 KEY . DRAIN IF REQ'D. J <br /> ° ` � ° BY SOILS OR - <br /> � CIVIL ENGINEER #4 NOSING BAR <br /> a.. <br /> � o � °oo a. o 0 0 0 #4 HORIZ.� <br /> O U 0 0 <br /> � � � <br /> °�-° (PER = N ` o 00 � <br /> PLAN) ' ' <br /> a a . � SEE ARCH. DWGS. <br /> c - , -. a - - . - -. - ' ca <br /> a a• O a d a ' <br /> 0 8 . ' ' : . Q o � `a., � . . . � � .. ° #5 @ 12"oc .. � ' ' <br /> - - - - - - BAR��T�� � . <br /> : Q ' . . O�i/' .. . .. • Q a d. ,Q <br /> d d 4 Q �� h . . � <br /> . � <br /> o � -'��- -��� �'� � #5 @ 12'bc ' ° a � 7- <br /> � U -�- 6° <br /> O <br /> _ �''' �� �� 2#4 4�� d , #4� @ 12"oc <br /> e � BAR B <br /> SOILS PER SOILS Y BOT. � , <br /> ENGINEER a 2„ = MIN. 11/2" . � <br /> 12db TYP. CLR. 1'-0" CLR. ° � � a ��v �,� <br /> C� <br /> BAR"G" Q TYP. 44 <br /> =li. <br /> #4 @ 12"oc ;�I i_ a <br /> HOLD #4 @ 12"oc � v I-I I I- - . <br /> B. EA. WAY 'I I(=��� � . <br /> -�, p <br /> 3"CLR. aa� - <br /> �,A�� ��-T��� iD <br /> Q. , <br /> � <br /> ��8�� - <br /> 2#4 BOT. o � <br /> NOTES: 8" O v <br /> 1.) BACKFILL BOTH SIDES SIMULTANEOUSLY TO LOWEST ADJACENT GRADE. _ �., <br /> 2.) BACKFILL PRIOR TO FRAMING WOOD WALLS ON RETANING WALL,. <br /> 3.) SEE RETAINING WALL SCHEDULE FOR ALL REINFORCING AND � <br /> DIMENSIONS. <br /> V . . <br /> _ <br /> RETAI N I NG WALL SECTIONS SECTIONS � <br /> 1 3/4" = 1'-0" � 3/4" = 1'-0" � <br /> NOTES: <br /> 1.) LOCATE WALL PER CIVIL DRAWINGS � <br /> 2.) PROVIDE WALL EXPANSION JOINTS @ 30'-0"oc MAX. <br /> 3.) FOOTING DOWELS MAY EXTEND FULL HEIGHT AT CONTRACTORS OPTION. � <br /> 4.) CONTRACTOR VERIFY DESIGN LOADS w/GEOTECH. ENGINEER PRIOR TO <br /> CONSTRUCTION. <br /> � <br /> W <br /> � Q <br /> � W � <br /> o � � <br /> � � <br /> � � � <br /> = W <br /> � � � W . <br /> � <br /> _ <br /> � <br /> v <br /> s <br /> U <br /> � M <br /> � � <br /> �t- � <br /> r: N <br /> ca � <br /> i N <br /> rn M <br /> N <br /> I � <br /> o O ' <br /> � N <br /> v N Q o <br /> �t W <br /> � ~ N <br /> r Q <br /> 1 _ a `_ <br /> co V � <br /> i O <br /> o N . � <br /> :.� N <br /> � 4 y <br /> w <br /> v � ~ J <br /> 3 � ' <br /> rn v Q <br /> � Q W <br /> 'v W W N <br /> � � J <br /> i z J �, e <br /> � o W W <br /> � � _ o <br /> � V � = w <br /> � <br /> a� W W t� Y <br /> w � v � <br /> �' Z <br /> ¢ <br /> � � Q �p . <br /> � � J Q � <br /> � rn <br /> N �,/ <br /> t� Z <br /> � <br /> /� z 1 <br /> a� Q <br /> � � S10 . 1 <br /> 0 <br /> N <br /> / <br /> J <br />