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� �. rr � �- <br /> CANTILEVERED CONCRETE RETAINING WALL SCHEDULE ,� A �,� <br /> � �� <br /> H W P D A BARS B BARS C BARS D BARS E BARS F BARS G BARS �,, � <br /> FOR H = 0 FEET, SEE D/S4.02 N/A N/A N/A N/A N/A N/A N/A �' � <br /> 2'-0" 3'-2" t'-8" 12" #5 � 12 #5 � 12 #4 � 16 #5 � 12 #5 � 16 #4 � 16 �4 � 12 <br /> r-r � <br /> 4'-0" 4'-0" 2'-2" 12" #5 � 12 #5 � 12 #4 � 16 #5 � 12 #5 � 16 #4 � 16 #4 � 12 � � <br /> � <br /> � L� <br /> � <br /> a�, ,� <br /> 6'-0" 5'-4" 3'-2" 12" #5 � 12 #5 � 12 #4 � 16 #5 � 12 #5 � 12 #4 � 16 #4 � 12 <br /> �� �� <br /> � n > �f � n n - — C,�7 1 t, � <br /> 8 -0 6 -6 4-4 14 #5 � 8 #5 � 12 #4 � 16 #5 � 12 #5 � 8 #4 � 12 �4 � 12 <br /> e�� ����rov�d��� <br /> 10'-p" 8'-0" 5'-10" 16" �6 � 8 �5 � 8 #4 � 16 #5 � 8 #6 � 8 �4 � 12 #4 � 12 <br /> 12'-0" 10'-0" 7'-10" 18" #7 � 6 #6 � 6 #4 � 16 #6 � 10 #7 � 6 #4 � 12 #4 � 12 <br /> � <br /> �� <br /> U <br /> A CANTILEVERED CONCRETE RETAINING WALL SCHEDULE NO SCALE C D E � <br /> �� <br /> ., <br /> 19 � 9 F PT SLAB PER PLAN -� � <br /> � WOOD-FRAMED WALL PER PLAN WOOD-FRAMED WAl1 PER PLAN �� WOOD-FRAMED WALL PER PLAN PT SLAB PER PLAN � <br /> y y PT SLAB PER PLAN WHERE OCCURS L <br /> PT SLAB PER PLAN PT SLAB PER PLAN <br /> � LEVEL 1 � LEVEL 1 LEVEL 1 LEVEL 1 � <br /> - - - - - - - - - - - <br /> EL PER PLAN , , EL PER PLAN , EL PER PLAN EL PER PLAN , � <br /> s �� �� �� �� <br /> i <br /> � <br /> - - - -- - - - - - -- J a � <br /> � � E � <br /> • • � � ,+�._' U <br /> � Vj <br /> � � ■ � <br /> fll r,. ;•_• � <br /> � � <br /> � � � • • Z j Cfl � > w <br /> • • � d � � � � � <br /> . . . — BEAM PER PLAP. OR . . . - BEAM F�ER �LA�d OR m o � ; � � �� <br /> ELEVATION ELEVATION � °' � N � °' - <br /> cnY � N <br /> ' ' � #5 � 10" OC EF VERT o a � � N N � <br /> . . <br /> B BARS <br /> . . <br /> � <br /> • .� A BARS Q <br /> #4 � 12" OC EF HORIZ <br /> #4 � 12" OC EF HORIZ <br /> � � . . <br /> i i i <br /> Y � <br /> • • CONC COL PER PLAN �-CONC COL PER PLAN • • <br /> WHERE OCCURS WHERE OCCURS <br /> CONC WALL PER PLAN <br /> . . � � <br /> . . � <br /> STEM WALL PER PLAN •� N <br /> F STEM WALL PER PLAN WHERE OCCURS w� C° <br /> . . WHERE OCCURS . . �CONC WALL PER PLAN �, � � � <br /> SLAB OVERBUILD PER � � � � <br /> PLAN WHERE OCCURS v `� � <br /> . . �6» . . � €' <br /> p <br /> �4 x 8"� AT 12" OC TYP „ 36 y - - Q � N <br /> „ , y �- 4 x 8 � AT 12 OC TYP PT SLAB PER PLAN � <br /> (� 6 OC FOR H > 6 -0 ) # � , n ;:;� ;:`;;�:;;::Y�; � a� u <br /> (� 6 OC FOR H > 6 -0 ) PLACED PRIOR TO BACKFILL ;, ��,.,y�t��;� PT SLAB PER PLAN ---� • �. � �, <br /> SOG PER PLAN -' � � -�<� �w�Y�Y��Gh{ • • � <br /> SLAB PER PLAN PLACED }` ;�'�,�t/yA � <br /> PT SLAB PER PL,AN � � v <br /> PRIOR TO BACKFILL SOG PER PLAN -� SIDEWALK PER CIVIL ;;< ;^r,;.T� VIMERE OCCURS <br /> SOG PER PLAN -�l ' � <br /> GROUND LEVEL • • GROUND LEVEL GROUND LEVEL y1 GROUND LEVEL GROUND LEVEL • • � _ _ _ _ _ _ _ _ _ _ _ � <br /> • � EL PER PLAN � � <br /> EL PER PLAN EL PER PLAN � EL PER PLAN EL PER PLAN � <br /> �. � D . oL (� <br /> • �G \ \ �\ \ I C � r" � ���QC lIAJh1�V <br /> ��%�r�!����/' ���//��\!\�`. \fj ',\//\���.� '�//�/������\/�\// <br /> ��'/�,�// <br /> �����. �/��,� i \,� \ \ � � <br /> �/��//�// - - - - - - - - - - � �. <br /> #5 x 36" OC ' ' ' ' <br /> . . . . <br /> AT 18" OC AT SLAB <br /> ON GRADE MID-DEPTH / � � <br /> i' c.� �'CISTER '� <br /> �� � C BARS, EACH FACE � A� � 27�� �o �,4 <br /> % A BARS �/�� -�j� . . . . �`SS/ONAL ���'1� <br /> i��`/ � � • • �/� FREE-DRAINING A BARS , , �j�, � FREE-DRAINING " <br /> //� � ��/� �//� #5 � 10 OC EF VERT 06-21-13 <br /> j�� ��i� GRANULAR BACKFtLL ��'� GRANULAR BACKFlLL <br /> ����/�� B BARS �� � PER GEOTECH B BARS �� � PER GEOTECH <br /> ���� • • „ ����� ������ • • BEAM PER PLAN J ' ' <br /> �� #5 � 12 OC EF VERT. I"W . . /� ' . . /j � .� WHERE OCCURS <br /> Re�isions <br /> EXTEND VERT BARS INTO � � � <br /> RAMP SLAB > Y Q /% „ PRE-PERMiIT REVIEW <br /> _ ,,, � = W y/�\` �� #5 � 10 OC VERT Q 05l2212013 <br /> Q � 12" CONC WAI1 Q 12" CONC WALL ��� � � <br /> „ � •`/ / " PERMIT SUBMITTAL <br /> #4 � 12 OC EF HORIZ c.� �j/�; #6 � 10 OC VERT 06/'f9/20i3 <br /> �, . . � ��� „ #4 � 12 OC ff HORIZ <br /> B BARS W/STD HOOK ;��, <br /> #4 � �2" OC EF HORIZ � � ��� P�glRMI�3EPONSE <br /> S I D E W A L K P E R C I V I L F T G D R A I N P E R C I V I L , , <br /> FREE-DRAINING B BARS W/STD <br /> GRANULAR BACKFILL <br /> � <br /> PER GEOTECH • • H�� � � J D BARS �CONC WALI PER PLAN _ <br /> � CONC WALL PER PLAN � • • -, ��\fr\�,�\��\��\� w� #4 � 12" OC EF HORIZ . . <br /> � SIDEWALK PER CIVIL r- FTG DRAIN PER CIVIL �,��/���/���/i --- . . F BARS <br /> � . , s . FREE-DRAINING . . <br /> N . . � � GRANULAR �-CONC WALL PER PLAN PT SLAB PER PLAN —� . . <br /> � DOWELS TO MATCH <br /> a SIZE & SPACING OF D BARS � ACKFI PER <br /> ¢ �f • • • GEOTECH —� WHEREA OCC RS LAN <br /> • • SLAB PER PLAN <br /> c., VERT BARS .•. • • �'�'�%//�//��/��/�� � F BARS � \,\ \ \ �� >' <br /> PLACED PRIOR TO BACKFILL <br /> � ��� SOG PER PLAN PLACED '��/i�y/���% ^ � %�/�� �/��/ � LEVEL P1 • • <br /> G BARS �\ \� � - - - - - -- - - - - .--I <br /> . . ������ #5 � 10" OC <br /> N j/���/ � � PRIOR TO BACKFlLL . . , c • p EL PER PLAN y � <br /> "' FTG DRAIN PER CIVIL \��% � � LEVEL P1 0 � � • LEVEL P1 � __ -_ _^_ _ T_ _ �� PAGODA VILLAGE <br /> � ' �� EL PER PLAN $ . . . . . E BARS EL PER PLAN � <br /> o ,, //.��jt.��j�/ <br /> W . , EVERETT <br /> o . . �\���1��%j\:�% �. �'�;�//\�/ //\�//�� '` \ <br /> 3/4" KEY <br /> N G BARS / ��/��, �/� n ��/ • • TYP GRAND& WALL STREET <br /> � � P - #5 � 10 OC N-�- \/j� 314" KEY <br /> � 1. SEE SCHEDULE ON C/S4.05 ,,�j/ TYp � � �� #5 � 10" OC EF VERT EVERETT, wA <br /> � E BARS FOR FOOTING SIZE, WAIl .��j�\ NOTE• <br /> � W THICKNESS & REINFORCING INFO �;�� ' ' #5 � 10" OC VERT 1. SEE PLAN FOR WHERE <br /> � � A/S4.22 & B/54.22 OCCUR � <br /> ` /� �/�pT #4 � �2" OC EF HORIZ FOUNDATION <br /> � '' /f\`�j\\//`\f�\\/�\� � • • #6 � ��n �1� YCf�I <br /> �, <br /> ������/i�/ �- FTG PER M/S4.02 1. SEE SCHEDULE ON C/S4.05 . � . DETAILS ❑ <br /> � FOR FOOTING SIZE, WALL <br /> p THICKNESS & REINFORCING INFO DOWELS TO MATCH WALL SECTIONS <br /> � 2. SEE PLAN FOR WHERE A/S4.22 OF VERT BARS <br /> & A N �CONC WALL PER PLAN <br /> � & B/S4.22 OCCUR <br /> � CONC WAI_L PER PLAN <br /> .n <br /> SOG PER PLAN- � � SOG PER PLAN <br /> � <br /> � <br /> o � DOWELS TO MATCH #4 � 12" OC EF HORIZ J • • <br /> � � - <br /> � _ SIZE & SPACING . . LEVEL P2 <br /> � EL PER PLAN � <br /> � Q OF VERT BARS SOG PER PLAN PLACED -.�i�/�/�/�ji i�� � � �\ <br /> � m � PRIOR TO BACKFlLL �r��/���//���i . . �'�/���//���i <br /> i i / % i./ '•� i /,`// %/`%:/ <br /> ` � . <br /> / <br /> � `� ��j�� • • LEVEL P2 <br /> ,� «� ��`% EL PER PLAN �� Date: 06121/2013 <br /> � � '��� \;\� \�'\� '\��� �' Job No: 113041 <br /> � x \ \/\/\/\/ <br /> � m FTG DRAIN �/�. , , '�\���\���\���� �. <br /> �-- � ��i�\`: <br /> �, ,1 PER CIVIL ;, <br /> � ;� ��j�/j�'/j�/ Drawing hlo. <br /> o — �����.��. �,��,��`,• <br /> ; � FTG PER N/S4.02 -� \�\\ <br /> o �; �— FTG PER L/S4.02 S��O� <br /> � � <br /> � <br /> � � �� > <br /> � � \���. <br /> � a� ��i�/ '�/ �/ �/ <br /> - \/\/�\/� <br /> '�-- � - -- -�- �-- - - <br /> � a.> �_ —_ <br /> � X WALL SECTION 3�4��-,'-a„ R WALL SECTION 3�4��=��-o'� S WALL SECTION 3/4"=�'-o" T WALL SECTION 3�4"=,'-a„ U WALL SECTION 3/4„=�'-or V <br />