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–a ---- - �,t
<br /> BACK OF S(DEWALK - FOR HANDRAIL SEE '
<br /> EL P�R CIVIL � � ��� IANDSCAPE ARCH 1 .5H MATCH FTG � CORNER BAR �, � �t �
<br /> W BOT REINF
<br /> SIDEWALK OR ROAD � � � T W EL PER WALL ELEVATION MIN � Q INTERSECTING BAR
<br /> SURFACE PER CIVIL ' 1 x i ,� �� W/STD HOOK
<br /> . — � �� C' _ .
<br /> ,• .. .e. , .� � r . � .
<br /> , 0 . p p
<br /> i r a �
<br /> o .e . . 9p > . , 9�, MIN TYP = ' - - - � MAX ��e
<br /> / /�\o0 00 • • C�? TOP Y �j 1�Illiiilli,;.11l �' �, " � +r v � � � .
<br /> .�Q i
<br /> /� 0 0� b FINISH WALL PER � `�' ��� (
<br /> BACK FACE OF / ��O LANDSCAPE ARCH = � z =
<br /> PILASTER BEYOND ----�j Jopa�00 O � f- � � � � �
<br /> � � �,
<br /> f �
<br /> o I
<br /> �ACK �ACE OF WALL � �c�'���c��� . 0 12 #4 @ 12" OC, in � � � �
<br /> , ,� � ��'� p�°o� EF, HORIZ i � _ '
<br /> PROVIDE 1 =10 MIN '1r�j�g� #5 � 12" OC, cn � ��_ (4) �5 BARS, lYP
<br /> THK DRAIN ROCK -��O . EF VERT �' p I SEE STRUC � � i
<br /> I '� � ' Q E- B/FTG ���� � NOTES FOR _ __— . �
<br /> CONSTRUCTION � b� MATCH VERT REINF > � =111 „{I „J� COVER NOTES:
<br /> GEOTEXTILE FOR � 1 �_O�� ,� i • • SPC AND SIZE � � b -�-YP 1 . HORIZONTAL AND VE=�2TICAL WALL REINFORCING NOT SHOWN
<br /> UNDERGROUND GROUND COVER FOR �LARITY. � �
<br /> DRAINAGE FILTRATION, ( PER LANDSCAPE � "
<br /> ALL AROUND GRAVEL-----� � � ARCH D 1 .5H 2. TERMINATE INTERRUPTED HORIZONTAL AND VERTICAL ENp BAR
<br /> � � MIN MlN REINFOREMENT WIT�i A STANDARD HOOK.
<br /> � �
<br /> 4"�b MIN PERFORATED � • • � STEEP AS POSSIBLE 3. REFER TC? CIVIL, MECHtiNICAL AND ELECTRICAL DRAWINGS FOR " � ��
<br /> LOCATIONS OF PIPE PE(UEfRATIONS.
<br /> WT4 S�TQRM D AI N DRAi N �� J JO� � \//\\//�\,�\���-o Z :
<br /> SYSTEM PER CIVIL, // ��O�.�OQ,O� O � � ������������ �o � � o Z � +
<br /> ADD'L REINF %\ /� -� �
<br /> PILASTER ON(�Y . � � o N � `�Y�' ��'��'�Ea �'�C��'II�G d�`�AlL � TY�' I�E�h��C���I�J� ��" �'ll�� ��������IC��J I� V���►LL 3 T'Y� �t�NC�E1�E WALL PL.AN DETAILS
<br /> �. � ---= �
<br /> j\� • • \ ..� - NOT TO SCALE - NOT TO SCALE _: - NOT TO SCALE ,
<br /> N OTE: ���� - � `� .
<br /> 1 . SEE 8/S3.1 FOR \��� /�\�/���/���/���/� �\�� /� —__�- ,
<br /> TYP PIPE CROSSING 1 '-10" STEM THK T5& #B CONT �
<br /> VARIES db = BAR DlA 3xD OR 6" CLR
<br /> D = FINISHED INSIDE BEND DIA (WHICHEVER IS GREATER) FfG REINF
<br /> 4�-��� �4 C� 12" OC , KEY W�-lElv LOC CUT EVERY OTHER HORIZ �ARS PIPE SLEEVES: MIN BTWN ADJ TO BE :CONT
<br /> D = 6 db FOR #3 THRU #8 � CONST JT - C� ALL WEAKENED PLANE JT, ID OF SLEEVE SHALL PIPE SLEEVES
<br /> T & B D = 8 db FOR �9, �10 8c �11 STAGGER W/MIDDLE BAR BE 2" MIN LARGER NO PIPE SHAL�.
<br /> � = 10 db FOR THAN OD OF PIPE PASS THRU FTG
<br /> A TYP CONC CANTILEVERED VNALL SECTION #14 & ��8
<br /> S2.2 SCALE: 3/4"=1 '-0' B�ND C�lAMETER SCHEDULE _ _ suPP BARS TRENCH
<br /> AS NEEDG�D
<br /> � �b �b FDN WALL
<br /> .� z ~ � �' - �`�� �
<br /> _
<br /> F�C = 4,0�0 PSI N � J EXPOSED FACE � z
<br /> � � ._ _ _ _--
<br /> �-�----- I-1 I 1=1 I I I -1 I 1=1 I�-
<br /> SIZE ��2,3,4) & �(2,3,4) �(�,3,a�} Ldn � �i `i" ADD Bf1RS SAI�IE
<br /> 0 0 0 0 � � !I 1=1 I i- I -1 I 1=1 I'
<br /> CUT ALL HORIZ BARS � O o -�II- II 111=111-
<br /> �- SIZE A;� HORIZ ON THIS FACE ��i�� III������� -
<br /> 3 15 19 8 8 12
<br /> BARS @ TWICE T
<br /> � _� .
<br /> 4 19 25 10 10 15 HORIZ BAR SPC 3/�-" FORM W/GALV STL OR WUOD 8c ;
<br /> 5 24 31 12 12 19 � REMOVE A�fER CONC IS C'�ST
<br /> 4 db WALL BARS SHALL BE NOTE:
<br /> 6 29 37 15 15 23 - _ _ _
<br /> 7 42 54 17 17 27 2" M1N TIED TOGETHER 1 . T = W�LL THICKNESS. � z O � Q O -_ _
<br /> � N � < —
<br /> 8 48 62 19 19 3� HOOKS ANI� �END� f
<br /> 9 54 7Q 22 22 34 � � � z �fG PER PLAN � _6
<br /> � ,�
<br /> 10 61 79 25 25 39 � g°� OPTIONAL
<br /> 11 67 87 27 27 43 T�P REIN�'��CING �A� ��NC� AN� �� ����►��,.o �Y� ���� ��1�...�.,. �������� ���� J�IN�' ������.. M�N CONST JT � 1 MIN
<br /> � � SIZE 3c QUANTiTY
<br /> _ _ ; _ TO MATCH FTG REWF 2
<br /> NOTES: NOT TO SCALE -- NOT TO SCALE
<br /> - EXCAVATION FOR
<br /> 1 . USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. NOTES: PIPE TRENCH. P�RALLE�
<br /> � TO FTG NOT AL�OWED
<br /> 2. FOR BARS WITH LOW COVER OR SPACING, INCREASE LENGTH BY 50�. IF 1 . PIPE MUST RUN PERPENDICULAR THROUGH WALL. BELOW THIS LINE
<br /> BARS ARE ENCLOSED IN STIRRUPS OR TIES, INCREASE APPLIES WHEN BAR PROVIDE SWALE, GRADE TO DRAIN
<br /> �OVER OR CLEAR BAR SPACiNG IS LESS THAN db. IF BARS ARE NOT TO APPROVED SYSTEM, 1 '-0" 2. MAXIMUM SLEEVE DIAMEfER EQUAL TO 8".
<br /> ENCLOSED IN STIRRUPS OR TIES, WCREASE APPLIES WHEN BAR COVER !S COMPACTED SOIL OVER GEOTEXTILE /-MTL LIF1" RWG, TYP ELEVATI01� SECTION
<br /> LESS THAN db OR CLF�R BAR SPACING IS �ESS THAN 2db. -------_._._. 2H:1V Mqx �, - � TY�1��L PI�'� CR�SSIN� a�TAIL��
<br /> 3. FOR TOP BARS INCREASE LENGTH BY 30�. A TOP BAR IS A HORIZONTAI. --���-,i�_��= ..- � ; _
<br /> DAR WITH MORE THAN 12 INCHES OF FRESH CONCREI�E CAST BE�OW IT. CONSTRUCTION GEOTEXTILE ����-�� ��`���'"���`���`� x = = i - NOT TO SCALE
<br /> II_t:.-�:�-��� ._ 6 ¢ c� ,
<br /> FOR SEPARATION -111; �.,.,..�.. � �, �----------- -- :
<br /> 4, �OR EPDXY CQATED REINFORCING, INCREASE STRAIGHT BAR LENGTHS BY 5C?� ; _ �_===`-=
<br />
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