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, <br /> #4 HORIZ BAR #5 @ 24"O.C. , ' t � <br /> s-2 <br /> z <br /> ASPHALT PER CIVIL DWGS � , 5D o � � <br /> �PRECAST PANEL �� �"��.,.� � � y <br /> CIP CONCRETE , , � - � 12��Typ � COVER PANEL BY OTHERS -� �-4D � �, � <br /> VERT REINF "'�18�� 6� � #4 HORIZ B„r`� ` ti� `� � � E <br /> PER PLAN 2 PLCS--� �—3"BEAR(NG SURFACE � �1 � � U <br /> .. . .. \ � � STANDARD 180° HOOK � � <tr � <br /> . . . . . . . '� � � z��� <br /> , : ,. :. . . . . � � ��° � � I I� �j � wc�`r@j <br /> . . . . . . .. -5D � � � Qt-'J�_� <br /> a . a: 4. ` . 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L�, i i r i i ?. <br /> I 1 I i I I I 1 f I I I I I I I � <br /> i i i i i i i i i i i �i i�i i #5 (4 PLCS) in in` in in <br /> i � � � ii i � � i ii i � �i � � � <br /> _ i � ii ii ii � i ii i ir � `, 0.37� 0.110 1.08 1.50 '?.00 � i:� <br /> ii ii ii ii � i ii �i ii� ,, � <br /> ( #5 @ 9"o.c.@ GRID A&B � 0.5�0 0.19� 2.50 ?,00 �..�0 2C <br /> #5 1 REQD #6 @ 6��o.c.@ GR(D 1 &2 � a.6%5 0.30� 3.�3 �.5a a.�� 2� <br /> ( ) � 0.750 �.�-42 3.75 3.00 9.75 �0 <br /> 3��TYP- - 7 �J.875 0.6Q1 -^,-.30 3.50 11.38 ,3� <br /> #5 @ 24"O.C. � -#5 (3 PLCS) _ j � � #4 @ 16"o.c. <br /> L � � EACH WAY �!oTes: <br /> -24" EXTEND TO WALL FACE `� R�FERENCE: 4C1 530-02/ASCE 5-02/TMS ^0'!-C2, SE�'-i 1.12.5(a) <br /> @ VOIDS W/POUR SLOTS °' I �o"� I <br /> 1�30 deyree hc�oks per S�CT 1.12.5(a'} <br /> � � � �0 degree berid per SECT 1.12.5(b) <br /> , , - ' ,a , 1,�5 degree bend per SECT 1.12.5(c) <br /> �—36" � \ '\ ' \ \\ \ \ \`/ ` <br /> r- <br /> RNE ,.', ,. ,, � a . ��i��i��i��i��i��!i�!i���i� _ ', �— <br /> CO R CONNECTION DETAIL PLANK ACCESS '� �� ��������������� ,;��������������i�� M � Q <br /> 1 NO SCALE � GROUT ALL VOIDS AS REQ'D #4-12"O.C. (TYP) � � \�\��\��\��\`�\��\���\��%/\\ Q � M <br /> � /�//�//�/����/����i��/� BEARING SOIL � J O <br /> -FILL WITH GROUT COVER PANEL BY OTNERS #4 TYP � �\�\ \ \ \,� J <br /> ��� �/ 5 #5 BARS @ FOOTING TYP) z W <br /> FINISHED GRADE J� ��� � � � � �r Q � <br /> PER CIVIL DWGS � /�CONT.BACKER ROD If �� lr'TYP± �o� of rac�2 N <br /> y ¢ � rn <br /> � / REQ'D(TYP) 30 TYP--j� � 4 --- �\ �, � `�-�-��r�,��` � W (� � CC <br /> / � �-*-�-�'�GRID1 &2 -\ � ��� �\ ��\ ���' 0 � <br /> \\\ , /�' � .� � \�\` / \ \ �� � � . �-•--4Q" GRID A&B -� �'��'�'/ �� ��, � � F- W � <br /> � ~�l i�/\\///��\/,\�/�\�, \�/\//\\/\ � � a 'y a ' � . Q . \\�\���\\/\\\\. <br /> WALL REINF I"—' C� � � <br /> � _ TYPlCAL WALL SECTION AT PLANK SUPPORT f,�//\�//�//� .a �PERTABLE � � j W <br /> ���" � <br /> � � � � � � � -R 3.50"TYP � GROUT ALL VOIDS AS ftEQ'D j��/�%��\��\\/ a #4 @ 12°O.C. > (� W W <br /> � �� �V�`����V��\� • v� � <br /> VERT REINF <br /> � �� �._VERT REINF(TYP) PER PLAN j�����/`�����% W O � <br /> � � „ <br /> ,� <br /> �3 PER PLAN � �\i'/\�����%'. f � � <br /> " � ,\�\�`��r����� 8�� z �— <br /> a � FII.L WITH GROUT _ � %;�/ �`/\% / � ' Q <br /> BACK FILL SIDE FLUID SIDE W /-, \ ` <br /> // //�/j�/% , � <br /> HEEL REINFORCEMENT z ����� ������-�A� � <br /> - _ PER TABLE—� /i;�������f�/������ <br /> 4"PERF.HARD PVC FfG DRAIN �,� `! � �,:,� ��`, �'�\�/�� <br /> „ INVERT AT LEAST 6"BELOW ; ; ' ;�'',' ��% <br /> . \/ i � �l �\i ,� /\/ � i • <br /> SLAB OR CRAWL SPACE. SLOPE TO �� ' i�`�,! ���/ �. � /�,� <br /> #4 @ 12 o.c. � �/, <br /> �/ / \ � \% <br /> HORIZ REINF P , i \����, .,,�.\\� � � �\�`` < 32°DOWEL <br /> � � � � as DRAIN TO APPROPRIATE DOWN FALL. �,� %;; ��j .��,,,������j j��,y � � <br /> PLACE HOLES DOWNWARD—�_ ;, �`�,�� \`�\/�\ f��/,� /� � /`�i , <br /> � , . �� � � � � � . ��;'�\\ SLAB PER PLAN <br /> �� i�\`i`'�% \��\�\\ \�'\� ������� � WHERE IT OCCURS.NOT REQ'D <br /> i / ���/ �i � �/� / � i � � a � <br /> 4�. �� ��''�� � �!/,�� � ����` /�� �� � PRIOR TO SOIL BACK FIIL <br /> TYPICAL CORNER CONNECTION DETAIL \ , f ��� �� �� � �\/�/� �� �,��\���'��� � <br /> �\i\\`� ��� �;'�� .i `� � � � � �.i�- a <br /> f � � //������ �.;; ��� <br /> �� � GROUT ALL VOIDS AS REQ'D ��_� ���'�����/��`�������'�:�� �����, ��� �;��'� � <br /> � .� �/� ."/ � �/�, � /.� <br /> �� ���;,� - �`�\ l` �V�i\ %� j�� ` ` � ` � <br /> � � � / � r�c � i�� � � � i � iA '�iA ��`��/ <br /> ������/���� . �� � � — - <br /> � �J�� �� � �a � a <br /> \ {K5.�t;� F`1r � � �t � , .Arl <br /> � ; ��// /\/ ZY�f�Y' / �- � �! � . . . a . y" <br /> ^y� h� _ � � <br /> � I W � <br /> NONWOVEN GEOTEXTILE -� Z W z o <br /> FILTER FABRIC � ----HEEL -- TOE � "' o � ,� ; <br /> LL � o -� <br /> Q, TYPICAL WALL SECTION AT PARALLEL PLANK SUPPORT #46AR@12��O.C. �� — BASE �WALL ��#48ARS@DOWEL � � <br /> r GROUT ALL VOIDS AS REQ'D STEM <br /> 3`BEARING SURFACE @ 12°O.C. <br /> ASPHALT PER CIVIL DWGS <br /> � �2•�ooK $ TYPfCAL SITE RETAIN(NG WALL SCHEDULE J <br /> �4 C�o•O.C.(TYP) COVER PANEL BY OTHERS (NO SCALE) � <br /> W <br /> #4@6'O.C.-Q � <br /> \ <br /> \ ' E[eight BASE FOOT[NG H��� WALL `rOE HEEL REINF. 'I'OE REINF. WALL REINF � <br /> TEIICKNESS STEM t� <br /> � t in in in in in � <br /> 6 50 10 30 8 12 #�l @ 9"O.C. #4 �9"O.C. #4 a 12"O.C. � <br /> I � � ~ <br /> �j�� ° < a � ° � � ' � ° " , ' V <br /> /� .� „ a , ' , ° ° ° - ' . ' � ` _ 8 68 10 42 8 18 #4 @ 6"O.C. #4��9"O.C. #4 cl 9"O.C. � <br /> s � <br /> � � <br /> � N <br /> //� �' " Z �_#5 @ 9"O.C.GRID A&B 10 98 l3 60 $ 3U #5 c�6"O.C. #5 c�, 9"O.C. #5 cd 7"U.C. � <br /> � � - � #6 @ 6"o.c.GRID 1 &2 tl� <br /> \�j\ ' ?� 12 130 19 84 10 36 #6 @ 6"O.C. #6�8"O.C. #6 «�6"O.C. <br /> ��� s � � PRE-CAST '� � � <br /> `���� , �(BY OTHERS) -3� NOTES: � z <br /> �� 1)ALL REINFORCING GRADE 60. � a <br /> ,_,\,��\, =a _, � BACK FILL SIDE ° y ou�rr�cftio A&a FLUID SIDE 2)5-1/2 SACK CONCRETE MIX(F�c = 2500 psi MIN). � � <br /> ,���/�� � 12`IYP rRlp t �2 3)SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM <br /> �\�� � y � a RELATIVE COMPACTION OF 90%FOR FILL AND 95%FOR SLAB SUPPORT. <br /> ��\��' #4 @ i2"o.c. M I N I M U M R E L A T N E C O M P A C T I O N I S T H E R A T I O, E X P R E S S E D W M <br /> � ��� � PERCENTAGES, OF THE COMPACTED DRY DENSITY TO THE MAXIMUM DRY R <br /> , � �� HORIZ REINF P <br /> ;�`�, � � e ; ° � � � D E N S I T Y,A S D E T E R M I N E D I N A C C O R D A N C E W I T H A S T M TEST DESIG NA TIQN D 1557-91 - �, r� �' <br /> �j���% ° M (MODIFIED PROCTOR). ���' ��� c''x� <br /> �j`���� � ; , DOWEL INTO SLAB P ( ) <br /> � "��- ' y 4 EQUIVALENT FLUID PRESS = 35 PCF. � �� 0 � <br /> � (N ) #5 @ 9 o.c. GRID A&B �����a �6 � <br /> ,��j/�� , 5) SOIL BEARING CAPACITY = 2000 PSF. �'� �,.�g.,��'� <br /> #6 @ 6"o.c.GRID 1 &2 .o � <br /> PC 36923 �' � <br /> \���`�� ' __ 6"CONC SLAB <br /> ��,�'�s r�RAL�'�`�4'w <br /> ������� < $ 3 6„CONC SLAB PER PIAN 3 7YP- m S�oNAL �, <br /> �\��\�� a � 2'-78,� g #4 @ 16"o.c. <br /> ��%\/�� ° � � '� EXTENO TO WALL FACE � EACH WAY <br /> 'i�,/�\\ �\\ � - j� � PROJECT # <br /> / _ ;' ° a d°� i�i; _ , . �ij!/,��/,��'y`; a <br /> �A�a � � \� � ��--�#4�@�12'�o:c� ,�\, ��—, - o <br /> �� �/�'�/��/ 'j�i�' a ��� �% �'Y������ � � � � ` \` .\ \` . � �� . \`', <br /> �� � \� \�� .\� . 3 „ „ : \!\��\\��..�\` � ` ° - ��/��/��/��/��/��/�� ��� I <br /> \ � \ ��•/\� , ' 8 g ; , ,�� \�� ` PER CIVIL DWGS � �' .\ \/ \/\\ \\ \\ \�\\\. \/\/ � <br /> �'��' ��/ / / / � / / , � � ��i��i��i��i��i �i�i�i�i - <br /> '��\��\�\�`���\�� • _• :���\��\��`' � �;�����������������,,������������`�. <br /> � �, \ �\ \ \, � \ \ � � �i�i`i�i,�i�, �i�� <br /> / � � �� . °�����j /� /� // /�� !�/ BEARING SOIL <br /> / <br /> /�//�/ �����/ • ° , ' e e, d �,��\���\,\� � �\���\�ji��%/��\/��\'�\ � (5) #5 BARS @ FOOTING (TYP) <br /> �,�� ;,;� , ,- ,, e .,� a , a , . "� %; ' SHEET NO <br /> . <br /> ��,Q�, - : , � ,. . <br /> ��\� ./jj//,/�f�\ \// \/j \/� �/��/ ;/ j����\ ��@ GRID t �2 -� <br /> �����������\ ��A��/���������\�!�A�=� ��l"@ GRID A&B --; <br /> = � �..\ \\/�ji�� <br /> (7)#5 BARS (EACH-WAY)—�2��DOWEL INTO FOOTING <br /> SECTION THRU PUMP WELL 3��COVER 9 TYPICAL WALL SECTION AT VEHICLE BARRIER <br /> 6 GROUT ALL VOIDS AS REQ'D GROUT ALL VOIDS AS REQ'D � <br />