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12,_�„ ��,_�„ ��,_�„ � � ,_�,� � �_�„ �.1J <br /> RETAI�II�G WALL AN� RETAfNI�I� WAI..L BEYOND ° <br /> F��1�lDATIQN, SEE ��52�i . - '/2�, CNAMFE2, Tl'P. <br /> T CONC. � � <br /> T�GRADE, BEYOND : { a E�. S�E P�AN "�C <br /> � � �.,, <br /> _..._____ __ _____ _ _______�_ _ _ ___ _ __�_ __ _ __ _�_�_--- -----___.._ ._.. _ __�; _ _ _ _—___ ____ ___�s__--- __ __�_ _ __. __ _ _._.__ _ __.___ _ � � <br /> TRENCH DRAI�I AND "'i C� <br /> GRATE, SEE CIVIL � <br /> � a T GRADE � <br /> LOCATE BOT�fJM OF SITE RETAII�IIN WA�L EL. VARlcS, -�3l--���-� <br /> SEE G1VI� 11-111-111�II1; <br /> �4�1NDATION AT E�EVATiQN 52�.3' � <br /> � <br /> _ .,�.�.. . <br /> �J S�OPE DN 1 �}} 2" �!R� �� <br /> 5284 /,�� �- �,______ �284 1� CLR. s�,, „ <br /> -------- � <br /> ---- --- .,, i � o <br /> .A � ° �5 @ �2" E.F. VERT. <br /> � a, a �,a � <br /> 4t � a' � ai� il��i( _ _ TYP. � <br /> _ _ 4 � �5 Q 12 CO�iT. � <br /> -"f `-'il � II� `I I' �I�`h -"" h *N{JTE �1A�L SPANS HQRIZ0�1T <br /> lf l ��� ������—I II� i� (� � am �. <br /> ' n; p � .° �5 C� 12 O.C. <br /> �___ J_:...�� ��__N�' ,� .._' ,,�, <br /> _ , ° � „ �� _I'! I�i,-�i I,,,�_ � � SIDEWAI��S. REfNFQRCEMENT S � . <br /> �� @ �2 C7.C. E.V�. - �� � ``� CONTINUQUS BETW�EN SIDEWA �} <br /> � � ' - . CORNER BARS W� F�J�� I�AP <br /> A <br /> , � � � � WATERSTfl� � <br /> � > , . . k 3 , `�V <:-' �4 EA. NOSING ��`` � <br /> � a a� ` <br /> � � ° � � c�`" � ° � a ROUGNEN S�RFACE TQ <br /> >p � <br /> l V 4' <br /> � � � �e � ��" o�c. � � . �f�„ a�����r���7 ��. <br /> a, �R � T��o �osi�c, s�� � � <br /> , �t P� ° � � ��" c�.c. � - `� ,, �;,�E ��c�a c�w�s. _ � -� <br /> # -��E;; � �-; ,, � ��o �E� Moo� ��� <br /> � �� � @ 12" �.C. �ONT. � � �, � , ,_ � C.L.� <br /> � „ � �—�� co��. �� � �� o,�. �.w. � ,��,�i��,� ° � . <br /> e <br /> �� � �� o,c� T���sv��s� a_ ; <br /> � � �2}�� caN�r. I�/n�� � <br /> Sf � � � h A �p ' ' a � 4 __ 4 . ., ' +�- a .+ .s ,� � . a ` j � . <br /> #� @ 12 O.C. °� °n a � n ,, a o ` ' Rd "��.,, SHQRE SLAB U��TI�. N1ALL NA� •.• <br /> � � 4 <br /> ,. , a � ` . Y ,:° , y: �� @ 12" Q.C. � Q. B E E N P O I J R E� A N D C O N C ft E T E <br /> G <br /> � �~ HAS REACr-�ED DESIGN STRENGTN �•L� <br /> �,_�„ � . <br /> � #� � ���, O.C. <br /> � � <br /> �7 @ 8" O.G, CONT. �- Ii1=1II � �,� <br /> ,} � , 2-�5 �ONT. �7 (� 12" C}.C. E.W. -il� ��iit�:l, i �, � <br /> �5 @ 12 O.C. TRANSVERSE -,���, �,;�, = e �7 � 12 Q.C. E�W. <br /> , . i__I'I_,, <br /> � ..P .—�� �,P . .. <br /> � A � - g 0. �5C�12" � <br /> �6 @ 12" O.C. _ ° �, ` ,, a ` P . <br /> � � �` } ° � � � � QtC. 5284 � <br /> � , - °.� R f, .__.__ ��� ._� <br /> D p � k `ti��.,`�- `1 528� <br /> .. � E r_....n—� _.._—_...._ _` <br /> � � <br /> WATERPROOF MEMBRAI�E q , <br />� (SEE ARCH'L OV�G'S) �7 � � 0" RflU�NEN SURFACE TO 2 _� �d y 1 f ° 4 � - i g a . <br /> > >r '"".�' ' . <br /> o> � *°� �,: ' d c � s s i r '--� � , r �. <br /> 1/4 AMPLITUDE, �1`P. -� ,� �, ,� r 4� � - - <br /> �TD. � �8 C� 8 O.G, CONT. i 4� � a �_ - ' .- ���_���_E��_�������_�c� <br /> �6 CQNT. --� , „ #5 � 12" CO�T. � ° a ° ' <br /> � 2 -5 �.AF� �7 C� �2" Q.�. TRANSVERSE <br /> i� ���a N�. �� ,_�„ �P� c� ° s ° a ° <br /> } <br /> �., AT M I D S PAI� <br /> �� @ 10" < e a _ ; <br /> -0 � #8 @ 6" O.C. C�NT. <br /> q � a . �� .d . � .. .� . �q � .. � °�� °�� d�� � (�(� . <br /> �j- ,. °.. a 4 . d d . � . . . . .. . . '°o. ' ' _. . #� t1U�T: � 7 it .-.. <br /> I � ° � f a� 71 <br /> � a �a � G � �� '—�c�" ��� � �° �� c� � �" o.c. T���vsv��sE <br /> � � <br /> p� �6 C 10" � `' <br /># � ° a � `� „ �T�� � �E����}� ,� . <br /> � <br /> � � � <br /> � �� � __�» 1 Y" C�.R. � � <br /> SC�LE:3/8" - ��-0�� 5450 �283 <br /> �. � <br /> � B <br /> Q <br /> 2" CLR. ° . �" CLR. UN1STRlJT P-320Q WITN NOT DIPPED 4 <br /> � �IC7TES: <br /> `�� PRE��LVANlZED FINiSH. (SEE ARCH'L. ��° <br /> �5 @ 12" DWG'S FOR SPACING} M�VE ° d - 1 . �0 NOT BAGKFI�.L 11NTIL RQOF SI�AB NAS BEEN PaURED <br /> �1 '-10" l._AP� TRfiNSVERSE �EABRS TO C�EAF� q ; AND AL� CON�RETE HAS REACHE� DESIGN STRE�GTH. <br /> �, � ° 2. BACKFILL EQUA�LY ON EACN SIDE OF Tl1NNE�.. <br /> � °- . 4 �. UNISTR�JTS 1NITH 2" MIN. �TYP.) <br />� �' � <br /> �- � � � , �6 C� �Q" p <br /> � o G <br /> 'n .. <br /> w i � , �f� C� 10J� °a o',. STD. 90 DEG F-IQOK, �t'p, <br /> ' ° TRENCH DRAIN � <br /> -�3}, , . QOWE�S TO MATCN �d� q,. PERFORATED PIPE. SEE CIVI� �t GRATE, �EE �fVl(� <br /> 4 . D W G S F O R A D D � I�F�. �7 � �2 (NOOK ENDS) <br /> VERT. REINF. � ` <br /> ---.�. �—�� c���r. �a. <br /> ` � � -t� 7�}t � ts � �. ,.< SIDE OF TRE�CN <br /> � � c� � `>. � �t ��� ,� } �, 3, �, <br /> a - r-�� �=-�� �5 C� 10" �5 @ 12" �`� Q � , . :. ° � � Q <br /> C��7 i�,,.o �"'- �� )—�}} � �i�I� a } Q �� ^� �}5 4 �7)� It7 . ' . � A � [� .. � . � d � . ,Ly . 4 ..a . . .O �' � � �.. ' Q � 6 . � l/�}3 � � J��3F . <br /> <J G- 4 <br /> C� � a - . e v ' � p a n <br /> p L./-1 �� � �; `� h 4 ,� e : zl � �' j <br />� 4'. r.E. <br /> � � 4 , <br /> 4-0 � �d ' d . . . �L� `i. .a. A q Q h} w � �J �! �t <br /> . ' .n � Ap . . :�� ' � . . . ' . . � . �' a � . . . . '' . .A a . , .. ' 4O ¢ 'Q . . � . C �� �.p . � ' .0 . ' �'� � ., d lJ I <br /> ,� d.a � ' . - , .� , . . . . . . , ' ' , . . .. �qd� . ' � . �4q . � .. ' . ' . . A .4", �',ab ' �. ' ' , . ' � . <br /> G. - ' . � , . s d 'd e� ' <br /> � _a WATERSTOP - � <br /> � Q ° � Q 2 <br /> ( . . e _ - ' . . . - e p � _ . . ` . C� . c. � 4 .� ' � . � �O - G! � . �. �t <br /> t\ <br /> � . ' d. ' � ' � • . . G. .Q , q. . ' _ . . . <br /> ,., � � a . ': , ' .g �a e s .� ' . . . . . a 4..° � ;4 . . � q :� ' . . � 4 ' . . . O - � . . � /�Jl � } O)! <br /> �v��r�RSTaP � <br /> a z--IC-,,� .�s. v .4 � � � '� �� _ — <br /> `C"^ 4 C � � � <br /> � „ ���PE 1 :4 ��` p � a � 4 � �1 ��,� � a 4 � SEE "TUNNE� FL�OR 0' 1 ' 2' 4' �' 8' . <br /> �5 C� 14 � � � � p , � .� ��' � � Q � '�� a � CONSTR4JCTION JQINT <br /> � ��4J� � � �. �4 ' ^ Q � ' A � .' ° . . .° , ' � p � ° � . ' vfi lJ���IL'}, J7�JLlJ'1- � <br /> t pfr t qrs q �}i �}n > >i � ('�:a ' � ���" � r—�'� <br /> b� v ' a � � . 4 <br /> � "V � "`t I L "tl � �� � —l1 '� . �,;' . .�v f; o ° -0 o ^ a � <br /> -+*---�"'. i __ � . ` G . e : � - � a , ° ' � a <br />� -�-� I--{ —....--- . � �' . . � • " � � . <br />� 1 4 1 0 � � � : : , � � � <br />, C�OTES: u � <br /> � �, ����t�,� ,�� <br /> -'"-�►�'--"` .�`�.�� r��'�"���%�� ¢��' <br /> 1 . PROVIDE WATERPR�OFING FOR 1�lJNNEL ROOF, WALLS, AND BASE (SEE ARCNITECT�RA�. �RAWINGS FOR DETAI�S�. �,��"�����'�*�`��� <br /> 2, CONCftETE FOR PEDE�T�IAfi� 7UNNE�S SHALL DEVE�OP fc' = 5000 PSI MINIMUM t� 28 DAYS. �,�4� ' r�a�� . '� � <br /> a<`. � rv�t�-a o��� . <br /> 3, MAXIMUM SPACING f�F COi�STRt��TlON JQINT (�i BASE SLAB SHALL BE �-0'_0„ AND SPACED 12" ANEAD OF WA�� CC7NSTRUCTION J01(�T. ,�j� , F � <br /> ���/�I L � f� ����.� .�;�w ,� . <br /> ��+�T1�1�1 � �LT���AT� �EY� �ET�I �.. � 2 . ���������������� <br /> s�A�.E:����� _ ��-c��� s2�,� s2�3 �CALE:�i��F = ��_o�F s2�� �z�� '�flt� S'�N � ��h �tree� Su��e ��}� <br /> SCALE:1/2" = �'-0" �80 S283 �`E''�"1�QE1� �dS�'11����f3l1 ���}�� David P. Bal�wajder <br /> iNA PE 28184 � <br /> SYM REVISIflN BY APPRQVED DATE SYM � REVISION BY APPROVEQ dATE ��u'� �A�� �UBT�F�E CURRENT REVISlC7N SYMBOL DATE a <br /> �ti WASX, �,ccE�Ta���.i-� K�w a5 3� ��- CONCRETE DETAILS � �. <br /> A ISSUE F4R PERMIT � KRW DPB 05f30/14 ��.�� "�'�Q TNlS DESIGN ANOjOR cH�cseE� W2534622 Q5 3��1�- < . <br /> � � SPECIFICATfON IS APPRt1VED DPB 05 30 14 ��E�- � <br /> � ENGIN R �-O—�H . <br /> BftPH ARGHITECTS TIT LE o <br /> EN�ir�EERsiuc. APPROVED BY DEPT. DATE SL�1 EWB O� �O 14 �11��..�� <br /> No.3�3r CHEGKE[� ,� <br /> � SITE 4� 1�D `� <br /> `��'r a APPROVED � ,308 N0, GOMP N�. � <br /> �'�, ti�� 16950 � � <br /> �r� o� a�sTK°�`� APPR{}VED DWG N0. <br /> ST��JC�fURAL MASTER EVERETT, WA 40-YD-S283 <br />