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<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
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<br /> ii ii ii ii ii ii ii ii
<br /> ii ii ii ii i � ii ii ii 3° i
<br /> -1/4"X 3/8"CONT BEARING STRIP i i i i i i i i i i ; ; i i i i � ,
<br /> i � i � ii ii � i ii= ii ii = 10TYP
<br /> BY PANEL MFG � � � � � � � � � � � �� � � ,� � .� '
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<br /> �FILL WITH CONCRETE � � � � � � � i � � � � � � � �
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<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" � \ '\ ' \ \\ \ \ \`/ `
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<br /> RNE ,.', ,. ,, � a . ��i��i��i��i��i��!i�!i���i� _ ', �—
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<br /> � /�//�//�/����/����i��/� BEARING SOIL � J O
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<br /> FINISHED GRADE J� ��� � � � � �r Q �
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<br /> � / REQ'D(TYP) 30 TYP--j� � 4 --- �\ �, � `�-�-��r�,��` � W (� � CC
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<br /> ���" �
<br /> � � � � � � � -R 3.50"TYP � GROUT ALL VOIDS AS ftEQ'D j��/�%��\��\\/ a #4 @ 12°O.C. > (� W W
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<br /> � �� �._VERT REINF(TYP) PER PLAN j�����/`�����% W O �
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<br /> SLAB OR CRAWL SPACE. SLOPE TO �� ' i�`�,! ���/ �. � /�,�
<br /> #4 @ 12 o.c. � �/,
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<br /> HORIZ REINF P , i \����, .,,�.\\� � � �\�`` < 32°DOWEL
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<br /> PLACE HOLES DOWNWARD—�_ ;, �`�,�� \`�\/�\ f��/,� /� � /`�i ,
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<br /> �� i�\`i`'�% \��\�\\ \�'\� ������� � WHERE IT OCCURS.NOT REQ'D
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<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) �
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<br /> #4@6'O.C.-Q �
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<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. �
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<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 #
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<br /> \ � \ ��•/\� , ' 8 g ; , ,�� \�� ` PER CIVIL DWGS � �' .\ \/ \/\\ \\ \\ \�\\\. \/\/ �
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<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 �
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