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�
<br /> SEE ARCH'L DWGS W '
<br /> FOR SIZE 8c N0. OF TREADS, TYP. C,,� •
<br /> GUARD RAIL, SEE TYPICAL
<br /> DETAIL AND ARCH DWGS.
<br /> 13'-7" 14'-3" 13'-4" RETAINING WALL BEYOND (,
<br /> � � � B Q �
<br /> . � --- --�� S282 �
<br />� I ° I
<br /> TRENCH DRAIN AND � f:
<br /> GRATE, SEE SCHED. � i o i �
<br /> o � �" CHAMFER, TYP.
<br /> T CONC. � o � T/GRADE
<br /> �
<br /> EL. SEE PLAN SLOPE DN i i � EL. VARIES SEE CIVIL � '
<br /> / �f � ----- � � 1�°1 � W
<br /> / - °°
<br /> a- � '� �� S284 � a : :`°� �5 @ 12" E.F. VERT. �
<br /> �----- -------� �, i i
<br /> ~ a � i , � �6 @ 12" CONT. —
<br /> e e � Q� i ` i � ,
<br /> a a ° � , a ,
<br /> � d 9 � d � -��j I' � �� ( . � �5 � 12" CONT. *NOTE WALL SPANS HORIZONTALLY BETWEEN
<br /> . ,,d a � ., � �'
<br /> \�____ � �
<br />� 5 --------- / �� '-I11 III III ,III � i SIDEWALLS. REINFORCEMENT SHALL BE INSTALLED �
<br /> S284 5@ 12" O.C. E,W. �---���- ��-�- d -�- �P� 12"CLR. �- ?-� � 2" CLR. CONTINUOUS BETWEEN SIDEWALLS. PROVIDE �
<br /> �
<br /> # —iii iii-ii�_iii_ .
<br /> a ,
<br /> '� III,;II1-1II _
<br /> .
<br /> , : a e , � , a a.o LS.
<br /> e 4 � a , -,��- :~ � CORNER BARS W/ FULL LAP INTO SIDEWAL �
<br /> c, , 9 . ; e � � WATERSTOP �C
<br /> � ° ° ' � � ROUGHEN SURFACE TO W
<br /> �, ° °, � a � � aa ea #6 @ 12" � � �4 EA. NOSING � � �` » •
<br /> , a a e � �, ° � N 1/4 AMPLITUDE, TYP. �o
<br /> a � ��' „ � -. " a p '
<br /> �6 @ 12" O.C. CONT. �4 @ 12 TREAD NOSING, SEE � 180 DEG � s ' ° ` C�7
<br /> .�
<br /> 1 � a 1 '-6" LAP ° _ = ARCH DWGS. � HOOK T&B
<br /> � �� 5 @ 12" O.C. TRANSVERSE �� ` �"
<br /> 2 -0 � � �5 � 12 c�.C. E.W. a' I I I-I I I ° �' `-" �
<br />� �6 @ 12" a 2-#5 CONT. �5 Q 12" O.C, E.W. -1 I I��i��I�i� I a o � �
<br /> �— _�, � �
<br /> (2)�6 CONT. 2'-0" �--
<br /> � . a d ' . 4 . -d��a .. a I II�II�II I I I I I �a� a � �• � O .
<br /> � .4 . 8� . .. . . � � a : 4� °�6 ? � /��/ O � .
<br /> . d . a . ' a/' d aa ' 'd � LL �
<br /> � ` ° a ` Q SHORE SLAB UNTIL WALL HAS
<br /> aa . a a
<br /> �" 4 � ° ` # RETAI NG WALL BEYOND
<br /> 4 a , � �
<br /> a ,.
<br /> : e , a, , ,° o .a Q
<br /> 6@ 12" � w � B E E N P O U R E D A N D C O N C R E T E W �
<br /> ° "' N H A S R E A C H E D D E S I G N S T R ENGTH �
<br /> ROUGHENED SURFACE TO � � �
<br /> �7 @ 8" O.C. CONT. �v�� � �
<br /> 1/4" AMPLITUDE, TYP. „ � e a°� a :a oa o � �
<br /> #5 � 12 O.C. TRANSVERSE L- 5@ 12 O.C. E.W. _ = o
<br /> � � IIIIIIII III o
<br /> ° 2-�5 CONT. �7 � 12" O.C. E.W. �TI;III 2 LL
<br /> 2,_�„ ' _ � 6 �
<br /> a: a ' 9 ° II�II S284
<br />� . ' . • ' ' �� ' . ' . ' . eY .g� I�Ill�i,� � .
<br /> l^ $ ad Q. �. .'.d ,.�'. , a 4 ' �.d° �. a � 1. .
<br /> �IJ .: .. .�-a a . a � a- - � � �5 @ 12" . �-- --- � 2 (� .
<br /> � 8 4 � a�- ' -� ' : a'4. � .. d q �j ■ .
<br /> 8 ° a � O.C. , /� � �� � �7 @ 12" O.C. E.W. S283 =
<br /> . . . ' . .. �� 4,n �...d a �` \• I ,
<br /> a a: N
<br /> .B;- . ' a q ' .a. ' ' n. .. �v I /�__-______�\ ..
<br /> � Q . ' . n . - . e ' _� . a _ �
<br /> . J7 .a d�a d � �,. e.d d . ' Q I . ' d � S .- a va. .. " _ . . . . �.� I ° �_ .
<br /> �7 � 10 O.C. CONT. a� a ia `, a e 4� _ �-'�-'�—' -
<br /> � 4 °a °Q <. �z--- ---�_ . � a G - � .
<br /> 2,_ „ 7 C� 12" O.C. TRANSVERSE � � a a ° a ° .� ' �� � ° � • � �_-� � _ __- �
<br /> 0 # � ° e e 9 8 ° - , .
<br /> m � e ° qa a4 Q � a 4 • �° a a _ _
<br />� a ° < a - � ., '
<br /> �
<br /> �8 @ 8" O.C. CONT.
<br /> 2�_�» �7 � 12" O.C. TRANSVERSE
<br /> _ _ .
<br /> S TA I R S E C T I O N A _�____�___ ���_.���_.�__�____�_�...�_�
<br /> - - - - .
<br /> i SCALE:3/8" = 1'-0" S450 S282 �__________.________�_________�_----__�_�_ __--�------__ _���_-
<br /> I � � I
<br /> �____�_�___ ________�___ ___�__.__l _____l__��. _�W_
<br /> -� - � -�-I- ' I I �I I - I - �- -� �
<br /> �
<br /> ��._��_�________._�_�_.__ __. _ ____ ___�_�_____�
<br /> CL SUMP PIT I �
<br /> _►�_�____���________�___ �_ ___ _ �__.__��__�_��_ � I I I / .
<br /> SEE PLAN T i ; � � � � � �-
<br /> ALL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL NEENAH FOUNDRY C0. CAST IRON COVER _�__. � � _� I I I i I I I I
<br /> � �- - - - ,�-
<br /> BE HOT-DIPPPED GALVANIZED AF7ER FABRICATION. FIELD � AND FRAME �R-6136 WITH TYPE G � � �
<br /> � �.. ___._._____.______..�__ __�___.__ __ . ____ _ _ __.� ___ _ ____ __ �
<br /> TOUCH UP REQUIRED. (OPEN) GRATE (OR APPROVED EQUAL) ADD / OF INTERRUPTED - - -
<br /> REINF. ALL SIDES OF PIT. � � � -
<br />' HOOK DISCONTINUOUS ENDS PLACE BETWEEN TYP. -�--_4._�___� �_ -�- � �-- � ' -
<br /> REINF. � �- _�_ � � ��__�� �-
<br /> �i�- 3 "� (
<br /> � 2 %"� STL PIPE STD, HK D -� -- --�_` - �.°'} , i
<br /> TYP, S282 � - -r- � -i. ' -
<br /> TYP � $ �� 3/„x4Y" F.B. VERT. SUPPORT _�.. �_.. _ _ �__ __�_ � ._ ���. _-�_ _�_ .__ �-�' � r-
<br /> � @ 7 -0 O.C. MAX � I � � � i �
<br /> � T T � � •
<br /> i� 1 a , , a � a �
<br /> 1 /"� STL PIPE �- � ° � _ � tl � v � 4 4 a d _' �,_— .._� _._ _. _ ""y _ � � � � _
<br /> �
<br /> � . . ' . ' 4 . � � 8� .e " a . a � � . ' � . , a ' � . - a. � � � • � I �
<br /> � ,� a a � 12" qLR, ' a ° a 4 _ _ _� __ _� ._- __- � - - - - . �
<br /> � �
<br /> � � � e a. a a — �._.r � _.�__ — � • • I
<br /> a d c �
<br />, � , , ' a d , --�-_ ___1__-_ T ' T
<br /> � � 2 %"� STL P i P E � � a d • _ � • 4 )) I;, - __�-_�_�___._._---- ___ _�._�__ �___
<br /> TYP ��4 � �� Z ? . d� e°d �/ i � °a �5 @ 10 � , { �
<br /> 3"x8"x1 " THICK STL WELD PL W/ ° 4 a' � � a ° a ` , 4 � � 2" HOOK DISCONTINUOUS ��r�-� -___ _._ _ ___�.�___ _�._� �-- -r- — - , „ , , , ,
<br /> � # � � T � � � � � 0 6 1 2 3 4
<br /> GRADE, SEE CIVIL �'N (2) %"� x 12" H.S. @ 5" O,C. d � ° � �,i� � , 4 ' #4 @ 12" ENDS _�.._.__�.rI ___._--- _ .► _ _ ___1.___ �_ ' � �
<br /> � z a „ � C�� 2� d � A 8 d Q 1 '-4" LAP � r r � �___�_ � , I �
<br /> � II II Y CAMFER - TYPICAL 3' ° �d a Q� �° � � l I � 3�4„ � � ,_Q„
<br /> a 1 I _�
<br /> i II II � , _.�__�_.__ _� ____ _.__ _! __�_ �__r_i_r � � �r }- 0 1 2 4 6 8
<br /> - � � � ° � �� I I , � , , , ,
<br /> � � � � I I a � ° � � � � #5 @ 10" ° a° c d � �._._-__--_ ___._.__- -- - - � � - �- � -
<br /> . . . . . � . . � _.� �___ � �f � �� I � � �
<br /> aa rf
<br /> . d . O d I � � I 7I 1— ))
<br /> R ETAI N i N G WALL, S E E P LAN a a � , ,t �� _ _.,____._______�-_--_—�_�_� _ _ _. _���.���_���.___ }_ _ „_ � 3/8 = 1 0
<br /> ,_ „ � 1�_6�� �5 (� 10" � � i j � 6� �
<br />, �
<br /> 1 6 _.___�__.____ __._�____.__ ___� �. _---..�-__j�____'._�--�.._�-- i - ( �- ( ������,����
<br /> � ---�- �
<br /> ! -:�� ��,��v.�`��,�����
<br /> VARIES c� �____..__�____._�_.__.� ___ �__!____I __�_�__,� `� .�� � � �:� �".�
<br /> �-� Cavi al ,�jder �'�^ �'. f
<br /> oz;:�, �o n��qs-2 0���
<br /> � � UARDRAIL SECTION B SUMP PIT � SECTION .�-� ����� � �,.������'������ � � �
<br /> D �� �'r�,r��.�.• �' .�
<br /> SCALE:3/4" = 1'-0" S282 S282 SCALE:NTS S450 S282 SCALE:NTS S282 S282 4{�� �w '� �th $t�'Gf't Sl�tf� 3�t�` ����������
<br /> Renton, Washin�t�n 98�57 David P. Balawojder
<br /> WA PE 28184 � _
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> oF WASy� ACCEPTABILITY KRw 05 30 14 CONCRETE DETAILS / �
<br /> A ISSUE FOR PERMIT KRW DPB 05/30/14 ,�P�� ��T THIS DESIGN AND/OR CHECKED W2534622 05 30/14 �
<br /> � �y SPECIFICATION IS APPROVED DPB 05 30 14 SHEEi
<br /> TITLE �
<br /> �� � B�HARCHITECTS ENGINEER 40-58 0
<br /> ENGINEERSINC. APPROVED BY DEPT. DATE SLJ EWB 05 30 14 S282
<br /> N0.9137 CHECKED ,ri
<br /> 0
<br /> � SITE 40-YD N
<br /> JOB N0. COMP N0. �"�
<br /> ��';�i �o APPROVED 16950 �
<br /> cqTF OF AUTH��\�P APPROVED DWG N0. � '
<br /> STRUCTURAL MASTER EVERETT, WA 40-YD-S282
<br />
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