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� v <br /> v <br /> RETAINING WALLSCHEDULE ' �� �� . <br /> x n e iw n x <br /> o L REBAR"D' �pEBAR'H" REBAR V PE9AR'T 0.EBAR"B' RFBAR"G' <br /> [�l IFiI IFTI IINI lWl [�HI C�fJI I�7 <br /> � <br /> . . . . . � . . . . . . � . <br /> i5fE13k 4 .10 20 12 12 38 �10 q8 @6 in #S @12 in p5 @S in #6 @6 in #6 @8 in tt6 � @10 in � � � . � � � � � . � � � � � � . � � . � � . � � � � � • . � <br /> 13ft-llk 3 9 18 72 12 26 8 NS @10 in p5 @12 in ri5 @10 in #6 @8 in #6 @14 in ti5 @l6 in � � � . <br /> L <br /> � � llft-9k 3 � 7 16 10� 10 24 7 q8 @12 in #5 @15 in p5 @12 in ti6 @10 in q6 @16 in ti5 @16 in � � � � � � � � � � � � - . <br /> 9ft-7ft 2 6 14 10 8 16 6 #6 @12in #4 @l0in q4 @llin q5 @6in q5 @18in p4 @18in � � � � � � � '� �� <br /> 7ft-Sft 2 5 12 8 6 12 5 #5 @12 in #q @12 in k4 @14 in #5 @12 in 1t5 @18 in p4 @18 in . <br /> Sft3k 7 5 12 8 3 #5 @18 in #4 @12 in #4 @18 in #4 @12 in #5 @18 in - - � � �' . <br /> � 3ft-lft 2 4 10. 6 2 . i#4 @18 in q4 @16 in #4 @18 in #4 @18 in #4 @SS in - - . . � . . . � . <br /> lft-Ok � 7 2 8 o t ri4 @18 in p4 @16 in Ii4 @18 in #4 @18 in #4 @18 in - - . �� C C Y <br /> . . . . . ; . � �t <br /> . . . . . . . . . . . . � . � . . � . . . . . . . . . . . . . . . . �� �� �n �� . . � <br /> . . ' „TW, . . . ' . . . - . . . . . . . . . � . . <br /> . . . - � . #5@12"oc@WAL� . . . � . . � . � � . � . � . . � ' �e <br /> . . . w(TW>10" BAR,.H„ . . . . . . . . . � . . . . � �. :. <br /> TOP OF GRA�E � ' <br /> . . .. .. . #5 @ 12"oc @ WALL . a , BAR"V' .. .. .. .. .. . . .. . . . <br /> . . . . .w/Tw>10" {I � t9 . . . � . <br /> �C.I.P.WALL w/REINF. - I. d HOLD 1 1/Z'CLR.@ t14&#5 ��� � <br /> PER SCHEDULE HOLD 1 1/2 �I � �o 'Q HOLD 2"CLR.@#6 8 � � � � � � <br /> � � � CLR. LARGER <br /> � <br /> � � DESIGN PARAMETERS_ . FREE ORAINING <br /> � � � �BACKFIL�FULL HT.x 18" ' � � � ' � <br /> . . EQUAL.ACTNE PRESSURE=35pcf. . - � � . � . � � � - . � � . . - . � <br /> . . EQUAL.PASSIVE PRESSURE=350pcf WIDE @ BACK OF WALL _ <br /> . � . � � � � = SOIL FRICTION FOEFF.=0.35� � �� � . � � . � . � � � . � . . � � � � � . � � . � . � � � . . � . � <br /> � SURCHARGE=250psF � � � � � � � � � � � � � � <br /> � � - ALLOWABLE SOII.BRG: . �� . . � . . . . . . . . <br /> . PRESSURE-S,OOOpsf C . . . . . . � . . . . � . � <br /> � . fc=2,500psi . C . . . . � . . . . . . . . . . . � . � � � <br /> � � fy=60,OOOpsi � r . . � . . . . . �. . . �. . . . �, . . <br /> � TOP OF GRADE � . � Z'a WEEP HOLES @ . � � . . � . . . . . . . . . . <br /> 6'-0"oc TYP, � <br /> , . .. .. BAR"V' - � . . � . . � . � . . � . , <br /> , . . . . . . . . . . . . . . . <br /> � � ROUGHEN SURFACE TO 1!4" 80(�P � � , 0" -� BAR"D" . . . .. <br /> FULLAMPLITUDE Q��000v � <br /> - ' DRAIN IF REQ'D. � _ ' � � � � � � � � � ' � - � � <br /> � CONT.2X4 KEY � BY SOILS OR = <br /> . � � � . � � -CIVIL�ENGINEER � � � � . . � � . . . . . . . <br /> a. . . . . . . . . <br /> � o � 0�� . . . - . � � � . � . � . � � . - . <br /> O N �� Q <br /> .- (PER� . . - . � . . - . � . � . . . . . . . . � . .. . . <br /> . . PLAN) � . � . . . . . � � . . <br /> ' ' _ - � a -. . . . . � � . <br /> o ,d' ' ��a �� ? #5�12"oc . . <br /> . ' ' ' _ ' _ BAR"T" � . . � <br /> . , . . d .p�� . . . . . . . . . . . ' . . . . . . , .. <br /> � � ' — — It5 @ 12"oc . � . <br /> . o � . . . . . . . . . . <br /> . z : . . . . . . . . . . . � . � <br /> � BAR�.B,� . . . . . . . <br /> SOILS PER SOILS Y � � � <br /> . ENGINEER . � � p�� � - . � � . � � � . � � � - � " . <br /> . � � 12dbTYP. . . . . . � - . . � . <br /> . . . . . . . CLR. . . . . . . . . . . . . . . . . . . . <br /> . . . . . BAR��G�. - . . TYR . . . . . . . . . . . <br /> o tt . . . . . . . . . . . . . <br /> • � � � � HOLD #4.@ 12"oc� --�,U� . . . . . . . - . . . , <br /> . . 3.,ClR. . . . . . . . . . . <br /> �- . � . . . ��A�� .�TL" . . . . . � . . . . . . . � . . � . � . � .. . . . . . . <br /> ,. . .�.8�� . . . . . . . . . . . . <br /> . . NOTES: . . . . . . . .. . . <br /> ., 7.)BACKFIIL BOTH SIDES SIMULTANEOUSLY TO LOWEST ADJACENT GRADE � <br /> � 2.)BACKFILL PRIOR TO FR.4MING WOOD WALLS ON RETANWG WALL,. � � � . � � � <br /> - 3.)SEE RETAINWG WALL SCHEDULE FOR ALL REINPORCING AND � � � � � - � � � � � � � � � . :� � <br /> DIMENSIONS. � <br /> � <br /> � <br /> � RETAINING WALL SECTIONS W <br /> NOTES: � 3/4��_����, . . � <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 OPTI�N. � o . � � <br /> 4.)CONTRACTOR VERIFY DESIGN IOADS wIGEOTECH.ENGINEER PRIOR TO . <br />� CONSTRUC710N. . � . � � <br /> • . . . . . . . . . . . . . . . . �. . � <br /> W <br /> � W � . <br /> Ow <br /> � N � <br /> H = W <br /> � � � W <br /> � <br /> d � <br /> � � <br /> tf N <br /> q <br /> " �b O <br /> N <br /> , � . . . . . . . . . . . . . W < . <br /> . . . . . . . . . . . . . . . . . . . . . F - l4 . <br /> � � � . � . . . � . . . . .. . . . . � . . � . . ` . c, - <br /> < p <br /> C1 p <br /> O <br /> tD 3 <br /> . � . . . . . . . . . . . . . . . . . � . . . � . <br /> t � <br /> m ~ � <br /> � � <br /> ¢ <br /> i W m V1 <br /> � J <br /> J �-. • <br /> � . . . . . . . . - . . � . . � . . . � . . . . . . . . . � . � . W . -W � <br /> � � - � <br /> . . . .. . . . . . . . � � � ' <br /> � � W � � <br /> U v <br /> � w Z a <br /> cn t r�j <br /> Z -J < � <br /> � O <br /> Q sh��t <br /> � � <br /> � Z S4.3 <br /> 0 <br /> , � <br /> . � . . � . . . . . � � . � �- . . . . � . . . ' � . . � . . . . . � . . . . '-:yY;1 <br />