|
. . .
<br /> :
<br /> , 'I IIIi
<br /> } , !�
<br /> 2�_$» SOLID GROUTED CORE (� 2�_�„ SPACE BETWEEN PRECAST SLABS . . ,, -
<br /> OC MAX. GROUT STRENGTH TO SHALL BE CAST W/ SOLID GROUTING '
<br /> #5x � � WALL CL PER OF PRECAST PLANK CORES ' �
<br /> MATCH PRECAST PLANK. 2 4 CONTINUOUS LAP �
<br /> � 2,_a,, OC MtN � ) � PLAN -
<br /> ',.j ... . . . ' . . . . . . � . . . . . . . .; r:�
<br /> . � , „ � � FIN GRADE
<br /> ' ` NON-SHRII�K GROUT POUR SLOT SPLICE 2 -0 AS REQ D �5x4'-0" � 2'-0" OC, MIN
<br /> - , . _ '�j�'ij�. (2) #4 CONT _ ,//�,�j. �j,y//, / �� _ PER CIVIL ��_�,� _ ,�
<br /> � BACKFILL SHALL NOT BE %�\%��%��i. BACKFILL SHALL NOT BE i��\��j��i, VOID DAM �`���,/��� //��i ; POUR SLOT o :
<br /> .. ,
<br /> � ; ,/ ,
<br /> PLACED ABOVE TOP OF j` : : PLACED ABOVE TOP OF j� ... : . i „
<br /> / / ..;.:•..•..� . ... .. <,.::... .. ... . .. . ,.�:� ., : VOID DAM �,i�// ��/ � #4x-� @ 12 OC (SKEW
<br /> : _ `�,� �,\ . :.,.:.;:� �..•;�:: :-��,:'��' SOLID GROUTED CORE ;.....:':.': ; ., , � .._�..:..:�.'�.. PR CAST RISER EYOND �� � � i . �
<br /> WALL UNTIL LID IS � WALL UNTIL LID IS � ; ,,.,...,:. �.,. - ,. ,_:. ....• - � � �.:. .. : - E B �// �j AS REQ D AROUND OPENING
<br /> ! oo > >, �. ,,
<br /> � B PLANK � � �� . � � ���� �� �������� B PLANK 2 -0 OC MAX. GROUT �� � � �� ` � `� ��' � B PLANK SEE E S24 FOR � � � � ! "'` ��:
<br /> COMPLETELY INSTALLED ` COMPLETELY INSTALLED ` ' ` �'� `- - /
<br /> � EL PER PLAN EL PER PLAN STRENGTH TO MATCH "�'" - ' EL PER PLAN ADD'L INFO � � � �
<br /> I I
<br /> PRECAST PLANK 3" BRG, CONTINUQUS BEARING z I I �
<br /> CONT BACKER ROD CONTINUOUS BEARING STRIP STRIP EACH SiDE PER
<br /> PER G S24 EA SIDE I , � � I I
<br /> WALL THICKNESS � '�, G/S24 w z I I POUR SLOT �
<br /> PER PLAN 4x � C� 12" OC 2'-0" MW � �� Q `-'�, I � �/j� VOID DAM �
<br /> _-_- � �� --- , 2 � VENT HOLE � � �- //��i, .
<br /> AT INTERIOR FACE FILL � $�_��, �� .;`.,..,. . ..,.., :
<br /> 2'-0" MIN� :;..;` ": ..'.�' ::.. �,:�;. .: : � .� :.:.�;:�.; .:
<br /> PROVIDE STD HOOK ``�' .��:
<br /> �.�� ..
<br /> CONE OF SNAP TIE W ,
<br /> f WALL THICKNESS :.:���. :���� :�����
<br /> B PLANK
<br /> #7 VERT C� 12" OC, OF EPDXY GROUT, TYP PER PLAN (� IF VERT REINF ' WALL THICKNESS
<br /> , . , ... ... . .. , ....�. .. : . ........�.. ... . .
<br /> �, PER PLAN SEE J/S23 EL PER PLAN
<br /> FOR REINF
<br /> : ..� ..� AT INTERIOR FACE FILL
<br /> � : : ,} \� � SOLID GROUTED CORES AND
<br /> �
<br /> ��/ #6 VERT � 12 OC, iF `/�� CONE OF SNAP TIE W/ '' „ #5x L_J NUMBER ADDED REINF AS REQ D BY
<br /> -�//� �//� EPDXY GROUT, TYP ' #5 VERT C� 12 OC AND DISTRIBUTION PRECAST PLANK MFR REF
<br /> ����� ����� , : : ,' PER PARTIAL PLANS F/S23 FOR ADD'L INFO �
<br /> ,/ ,/
<br /> � \,\
<br /> � \/� 5 HORIZ � 18" OC EF \\�%\ 5 HORIZ � 8" OC CONTINUOUS BEARING STRIP . '`
<br /> � � # ' � . '� # � WALL REINF & FDN
<br /> PER G S24
<br /> �
<br /> � ', DOWELS PER E/S23 z "
<br /> � WALL REINF PER E/S23 NOTES: '�, f o
<br /> '� 1. SPACING, EXTENTS AND REINFORCING '� #5 � � 12" OC WALL REfNF & FDN
<br /> � O F S O L I D G R O U T E D C O R E S I N D I C A T E D �I d" DOWELS PER G/S23
<br /> � ARE MINIMUM. FINAL DESIGN AS REQ'D ', , �
<br /> BY PRECAST MANUFACTURER. � , >
<br /> ; WALL THICKNESS , �� ,
<br /> Q �, » \ # " NOTESPACING EXTENTS AND ,,I PER PLAN ��
<br /> 0 0 6x C� 12 OC ��
<br /> � #7x � (� 12 , , } I
<br /> REINFORCING OF SOLID CONTINUOUS WATERSTOP , � SEE FDN PLAN '
<br /> CONTINU�US WATERSTOP GROUTED CORES INDICATED TOPPING SLAB, SLOPE PER CIVIL , ,
<br /> � M i FI ' TOPPING SLAB, SLOPE PER CIVIL \ Y FOR REINF �',
<br /> ARE IN MUM. NAL DESIGN
<br /> � AS REQ'D BY PRECAST J , ;��//� ,
<br /> d' ; � . � SEE PLAN FOR REINF DESIGN. � � SEE FDN PLAN FOR REINF ; SEE FDN PLAN FOR REINF ��/\ . T FDN SLAB
<br /> . � �
<br /> � / / , .
<br /> ,�// ,�// I EL PER PLAN
<br /> o i��/�� 3 � FDN SLAB i����� ; T FDN SLAB ' T FDN SLAB
<br /> I EL PER PLAN � , . . . EL PER PLA� � . . , ' . . EL PER PLAN � 4 ,
<br /> i _ � v �� �
<br /> I I -_ N . . ' M I • _ //�\i,\�%��%/��%/�\/
<br /> ' �� � � �112"x31 2" �� � ��'��% / / / „ �» � � � /� / / / /� � � � � i / / /� / � �� ���� � � �
<br /> � � \/\/\�\ � 1 1/2 x3 1/2 �/\/��\/ 2 5 ADDED, CONT �/�/�/�/•
<br /> ' � o ��\� \� \� � 2 5 ADDED, CONT �r\� \� \� � � ) # 1 5 AQDED, CONT � �r\� \� \� � ALTERNATE HOOKS
<br /> , CONT KEY JOINT </i,,//,,// � ) # CONT KEY JOINT ,/r,,//,,// � } # �,/i,,//,,/l
<br /> � �
<br /> , �
<br /> _ � , I r
<br /> I �
<br /> ' -� ,
<br /> ,
<br /> � . .
<br /> � SECTION SECTION SECTION u SECTION - .
<br /> ', �.' E 1/2�, - 1�_��� : F 1/2" = 1'-0" � 112" = 1'-0" : ! : n 1/2" = 1'-0" : -
<br /> � ,
<br /> ' � .
<br /> r�
<br /> N
<br /> � ; � „ _ NOTES: :
<br /> ; � — 4 -� 1. LOCATE OPENING '
<br /> ' , .
<br /> � �, PER PLANS.
<br /> CL OPNG VOID DAM`PER PRECAST
<br /> - � �3) #6 @ 6" OC N � (2) #6x10,_�„ MANUFACTURER
<br /> � I ,
<br /> ; � ADDED VERT EA ,. , ,
<br /> � °' SIDE OF OPNG ���\��\��\� -� ADDED AT T/WALL i'�/'�i ��, �
<br /> � v� /.y/\�j/\�j/\�j/\��/ ;, /.y/\�j%�j\�j/\��/ ;. .
<br /> � o , „ B PLANK O OOO OO ODO � �� � a. _ ° ,� a a a ,
<br /> , � � . -- - - - - #5x6 -0 T&B, (TYP) EL PER PLAN , ,� . . . . . a ... . ., . : , r
<br /> � — o E Q (2) #6x10 -0 ADDED a �.�. :a . . a.�a ,a �a a. �a .� �4� �
<br /> , � � � ABOVE OPNG B PLANK . .
<br /> i, EL PER PLAN
<br /> - � � �2) #5x EA SIDE #5x5'-0» DIAG � _
<br /> � 0 4'-Q" DIA CLEAR SEE G/S23 FOR INFO
<br /> ` . .. I.. a;.� , � J MANHOLE OPENING � ,_ „ » NOT SHOWN � : .
<br /> I �- J � � (4) #6x10 4 � 4 OC, TYP HORIZ WALL REINF � ,
<br /> I � Q ADDED TOP FDN SLAB
<br /> � � � � T SLAB �
<br /> � , � , � o - - - - - - - - -- T_ REINF, EACH SIDE OF
<br /> � a m EL VARIES . . . . s f
<br /> ` - � x OPNG ADDED REINF PER ELEV
<br /> U' �" (5) #SxUJ BOT, EA � PER PLAN TYP TOP & BOT " ,
<br /> ' � U' SIDE � EQ SP / _ (5) #6x10,��„ � 4» OC, � #4x � 16 OC n
<br /> ;:�z
<br /> — A N B �6) #6x10,_Q» C� ALTERNATE WITH #4x lJ
<br /> � m PLAN NOTES: . DDED BOT FD SLA 4 OC, ADDED BOT ' � 16" OC NET 4 VERT
<br /> o X 1. INDICATES EXTENT OF CAST-IN-PLACE REINF, EACH SIDE OF OPNG FDN SLAB REINF �� � #
<br /> PER � 8 OC)
<br /> � � CONCRETE AT VAULT LID. PLAN
<br /> � j j c~n 2. SEE E/S24 FOR INFORMATION AT PRECAST RISER. -
<br /> ;
<br /> � � o — .
<br /> � �' � i ' � DETAIL ELEVATION DETAIL .
<br />: _ r,.� N '
<br /> .
<br /> � T �
<br /> ; - � N 1/4" = 1'-0° � 1/4" - 1'-0" � 3/4" = 1'-0�� '�
<br /> � � - ,
<br /> . � ^ ,
<br /> �; o
<br /> „
<br /> � � Drawing No.
<br /> � o � � _
<br /> G D• �L Drown B� Date S�A�� CO M M U N ITY TRAN S IT
<br /> ; t— � — _ - - 1601 ue, G �oF xasyf��p DYL 1 5 2017 �.J��
<br /> i i � _ ti w sios � �..y�� . : �� .�. �@ , oes�9►,ed By Ho��Z S E A W A Y T R A N S I T C E N T E R
<br /> � � i� - -:� _ �. . a ��� � � � �; ;PERMIT SET c�s � 5 20,� sneet No. I
<br /> : _ . : �he°ked By ve� D ETE NTI O N VAU LT
<br /> a� — www.k ff.com , . � � o � , 1�—
<br /> , , ; � �.€��e������ ��y�� z7asz JOS 1 5 2017 I
<br /> :� -- p � o �'CISTER� \ X
<br /> +' � — ss�oNnt ���� ��y' i Approved By Project Number T X , �
<br /> - � x No. Date Revision By Appr. CDO 1 5 2017 115067 D � 1 �I �� of Total
<br /> � , !
<br /> i '
<br />
|