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� , _ SW1/4 OF SEC 20, TWN 28 iV., RGE 5 E., W.M., SNOHOM/SH CC�UNTY, INASHlNGT4N m �
<br /> - WALL S ECTI 0 N R E I �I �0 R C { N G K EY�I OTES 201 � -
<br /> � ' SEE CIVI� DWGS FQR 201. 8" THICK CONCRETE WALL (� THE PERIMEfER OF THE VAULT. REINF W 5�6"VERT, #5C�8"
<br /> COVER DEfAILS HORIZ. LAP ALL HORZ BARS 24" MIN C� SPLICE LOCATIONS. PRQVIDE (2)—#5 CONT HORZ
<br /> DO NOT FASTEN VENT BARS C� THE TOP OF THE WALL.
<br /> CORNER TO VENT PIPE
<br /> 202. 8" THICK CONCREfE WALL TYPICAL AT THE INTERIOR OF THE VAULT. REINF W/#5C�8"EA. WAY.
<br /> ' ' ����=���i VAULT LID PLACE VERT REINF C� THE CENTER OF THE WALL. PROVIDE (2)—#5 CONT HORZ BARS AT THE
<br /> ' �����"��� ��� TOP OF WALL.
<br /> �----------
<br /> ��—��� �....
<br /> I I 1=!11=11 � ,
<br /> �=��j�(�f 3 _ E 203. FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING SIZE & SPACING. PROVIDE
<br /> .
<br /> III=III=II � : ,; ,,; fi STQ HOOK � END OF BAR CAST INTO FOOTING. PLACE ALL DOWELS C� THE CENTER OF THE _
<br /> �—������� WALL. DOWELS SHALL BE EMBEDDED R MINIMUM OF 6"+/— 1/2" lNTO 12" DEEP FOOTINGS
<br /> ��������;� ` & SHALL EXTEND INTO THE WALL 4'-0" MIN. Z o
<br /> (=j��-=��� ' � p a
<br /> , n
<br /> 204. #5x-�g" C� 24"ojc (�5x4'-0" � INTERIOR BRG WALL) PLACED SUCH THAT EACH 48" � N
<br /> , W I D E P L A N K R E C E I V E S (2) B A R S. L O C A T E B A R S I N V O I D S W I T H P O U R S L O T S A S S H O W N ON � a Z
<br /> T H E P R E C A S T P L A N K P L A C E M E N T D W G S. P R O V I D E A D D I T I O N A L B A R S � E A C H P L A N K I F REQ'D Q
<br /> VAULT WALL AND SHOWN ON THE PRECAST PLANK SHOP DWGS. o
<br /> , ' cn
<br /> 12"�b PVC VENT 205. #5 X �r�� 24" O.C. �
<br /> STEEL GRATE ' PIPE - � �
<br /> w
<br /> EL = 447.96 206• #4 CONT WITHIN EDGE VOID OF PLANK. n-
<br /> 5'-0» � � .
<br /> CLR _ � O TH R U WA�L VENT P I P E D ETAI L 207 CENTER' OF T�HE 1WALL c. BAR TO EXTEND 10-1/2" ABOVE TOP OF WALL. PLACE BAR C� THE �
<br /> ' , TOC — 443.77 �
<br /> ' S-04 SCALE 3/4" = 1'-0" �
<br /> CIP SLAB �
<br /> T 1 i�I 1 � _ ���I I! I 1 I-. � 208. (2)-�5 CONT. �,-
<br /> a =)I f I(I�)i I ` 1 f 1—� #4 � 8 BOTfOM /� / 209. (1)-�5 CONT. o �,
<br /> � �
<br /> �—lfl=!!! ` ` - �(I1=11' 8" TNICK CURB w 5C�12"o c �+
<br /> 102 i 1—!I —)I I `� ' < I 1 I_ #4 C� 8 BOTfOM �
<br /> :
<br /> 4._� VERT & HORZ w/ (2)-#5 GONT 210. 12" THICKEN SLAB FOUNDATIONS SHALL BE REINFORCED W 3 5 CONTo BOT. r`
<br /> `�b`�' : �' - - - - - a . ' � o; #5 � 8 BOTfOM X 4�-0' HORZ BARS C� THE TOP OF THE � � )# o T
<br /> � COVER & SUPPORT WALL z
<br /> � ( i� E ".. _ ' � . � - �. .
<br /> �
<br /> - - - : } �:,� � ; { EA END 2
<br /> � � 8" TNICK CURB w/�5(�12"o/c ANGLE BY GRATE 11. #3 � �24
<br /> � � ; � a MFR. -:
<br /> � �
<br /> GRADE � � � � R � � �
<br /> 'CQVER & SUPPORT VERT & HORZ w/ (1)—#5 GONT � L � � � � � �
<br /> 2" HORZ BARS (� THE TOP QF THE '� :.� '_ � � o N �
<br /> IANGLE BY MFR. -� :_
<br /> 2 5 #5 C� 8 ` CLR. ' W A L L � 1 0 1 a� v � � � �; � �
<br /> c �# BonoM WALL S ECTI 0 N G Ef� ERAL K EYN OTES '�O � L _ � N N �
<br /> � � �
<br /> T O P C O N T - � � y a � a � �
<br /> ' ` µ k�3 G R A D E I=I I I=I I I=) � 1 0 1. P R O V I D E A B E N T Q N I T E C 1 A Y O R H Y D R O P H I L I C W A T E R S T O P (V Q L C L A Y "W A T E R S T O P-R X� O R �j � '
<br /> _ _ 0 7 2 p 8" EXTERNAL r � ' �° � � �-�� � E.=� � �= W "A K W A S T O P") A T A L L P E R I M E T E R W A L L S O F T H E V A U�.T. I N S T A L L W A T E R S T O P I N A C C O R D A N C E � � �
<br /> 02 '; ' : WALL ' ` _
<br /> � �,t ' �5 CONT �. - �-=) I �=I � I= � WITH MANUFACTURER'S INSTRUCTIONS. � �
<br /> , a � �.
<br /> 02 � ����� � �=���= � . � � �=€ � E=�� a � � a
<br /> 4 = i�� „ � � ��� � ��# � ��# � W � ..� (�, � �T� � I_ 102. 12-1/2" THICK PRECAST PRESTRESSED HOLLOW CORE PIANK> o � � o
<br /> ' _ � ��� ; #5C�12 CTR"EA WAY .� ����-� � ��� � �_ ? N � ` 103. FINISHED GRADE. ELEVATION VARIES. SEE DESIGN CRITERIA ON SHEET S1 FOR APPROXIMATE SOIL Z � o � � �
<br /> ; ; ��� ', #5x J C�1 8 o/c ""' I I I=I I I= D E P T H S Q V E R T H E V A U L T L I D I N A D D I T I O N T O T H E C I VIL D WGS FOR FINAL GRADE ELEVATIONS. W � � o �
<br /> „ s :: I I�I f li{ � W � .� . : Z � � � �
<br /> ' r ���� (3)—�5 X 10 —0 „;s E X T 1 0 4. 6 PERFORATED PVC FOOTING DRAIN AT W R A P P E D I N 1 2 x 1 2 M I N i M U M D R A I N R O C K B E D D I N G & W , o -
<br /> » �� n U � O � 4
<br /> � 8" INTERNAL ;,. ' ' 8" INTERNAL � ��� ' �� � � �, ENDED VERTICAL � ��,� N „ �
<br /> WA�L ; WALL - � � FILTER FABRIC. ROUTE TO DOWNSTREAM DISCHARGE. � � W = �
<br /> `� � � ` WALL REINF INTO > z >
<br /> I #3 0 STIRRUPS CLOSURE P4UR � HATCNED ZONE REPRESENTS � � � � �
<br /> � 6" O.0 -�« � }�_�• ��� ° � - • '°� 12-1/2" THICK CLOSURE POUR 105. APPLY PREFABRICATED DRAINAGE PANEL (MIRADRAIN 6000 OR EQUIVALENT) TO ALL PERIMETER � � � � � �
<br /> � ' AT PERIMETER OF THE VAULT VAULT WALLS. EXTEND DRAINA�E PANEL OVER THE FULL HEIGHT 4F THE WALL. A 12" THICK � �
<br /> LAYER OF FREE—DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE DRAINAGE PANEL.
<br /> ' (3)—�5 X 10'-0" 2'-0"
<br /> VAULT INTERIOR BRG. WALL
<br /> 106. PLANK TO BEAR 3n MINIMUM ONTO THE TOP OF THE CONCRETE WALL. SEE PLANK
<br /> H WALL S ECTI O I�I C� G RAT E ' 7 C U R B C� �J�X� O' 0 P E N I N G 6 G U R B@ 5�X �I O' 0 P E N I N G DEfAILEDTONET E PREC�AST PLANK 'PLACEMENIT DRAWINGS. �NSTALL NEOPRENE BEARING PAD AS
<br /> S-04 SCALE 1/2" = 1'-0" , S-04 SCALE 3/4" = 1'-0" S-04 SCALE 3/4" = 1'-0"
<br /> ' , 107. 6"�b PVC PRESSURE RELIEF SLEEVE SET 3" CLEAR FROM TOP OF ALL INTERIOR WALLS.
<br /> PROVIDE SLEEVES AT 20' CENTERS TYP.
<br /> 1.1�.
<br /> �
<br /> 2'-0" MIN C� �
<br /> 103 TOC = 443.77 VOIDS w/ ♦ ♦ J
<br /> POUR SLOTS TOC = 443.77 TOC = 443.77 v � �
<br /> 1�3 TOC = 443.77 J � � Q
<br /> ,.�� ����=��_= 04 103 J � �
<br /> 102 20g 103 204 205
<br /> !—i I I— = 102 102 =1((-=1 I I� ^ ._ _ �� � � ;
<br /> _ 08 = f ` �I I i= I 4=1 f 1=1 I i=1 102 W �
<br /> {II �li �
<br /> — 208 � Q
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<br /> � r� 51' f�1 O t .�h ;��3 �:1� j y t J � '� � .
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<br /> 0 106 04 106 F;.: 208 106 "' 06 � O
<br /> � d' � � �� �
<br /> � 107 -� 107 � � V
<br /> �
<br /> .� 1 OC �,
<br /> � ` � 07 `' �_�f2» +1�4„ W �'�/ Z �
<br /> N - CLR. C—0 ) li
<br /> ' i� W W �J
<br /> N � _ `
<br /> � � a2 09 � ��; 02 � � .
<br /> � . � �
<br /> 201 . ,;; ; �
<br /> � 8" THICK CURB w/�5C�12"o/c ��: t' x ' � - _
<br /> o VERT & HORZ AND (2)—#5 CONT •-, �� Q
<br /> °� HORZ BARS C� THE TOP OF THE ' ` �
<br /> COVER SUPPORT 4»�f��4� `� � 4 t 1 4 � �
<br /> WALL ; �; 1-1�2" +1�4" :;� 105 n� � n ' �;
<br /> ANGLE MFR. » �� � _
<br /> 3 CLR. -0 , .t 1
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<br /> c� � Q 3 Q
<br /> � � GRADE � z � >
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<br /> ' - I � f�l 1 !_� - ' ; - _
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<br /> . II�1 ►
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<br /> = EXTENDED VERTICA� �- �T k ;� ' '� ; �,�oF �ras.��'C',�
<br /> � WALL REINF INTO � , �� k HATCHED ZONE REPRESENTS i y ° ' 105 > ,: ,�'�� �' '�',2,
<br /> �s i: 4
<br /> � CLOSURE POUR -' � 12-1/2" THICK CLOSURE POUR �;� �; :
<br /> � �, � `a AT PERIMETER OF THE VAULT 203 ' �; �$ 203
<br /> Q �, 03 ` 03 ELEV. VARIES �'�R�,1���� ,
<br /> L q O �
<br /> F
<br /> ! � � � SEE CIVIL �`���oNAL ��� ,��`�
<br /> � (3)—#6 x 10'-0" � 3"o/c � ; `` �� 04 I.E. = 434.5Q TYP. 104
<br /> a ` »
<br /> � VAULT PERIMEfER ,, . THE TOP OF THE WALL CENTERED 0" < 101 O„ 8 SOG
<br /> � WALL • a ON THE 5 WIDE OPENING. � �:=: . j �� ��� 3-144 � � �
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<br /> �, , '� .�.: �— 210 = , : � � �'.�"�.""" s'."'�
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<br /> 4,.�.: �, ��..: DESIGNER: MPM
<br /> � DRAFfING BY: JFO
<br /> � � "� n N � a"""""� "``�a, � .� �, DATE• 4-25-14 �
<br /> ; 4 -0 ���i Z�_3 , �.�_..=.r...._�> _ 2'-0" -fYP 210 •
<br /> "� � 4'—p" SCALE: AS NOTED
<br /> ,.
<br /> M 5 CURB @ 5'x10' OPENING 4 WALL SE�TION — 8" 3 WALL SECTION — 8" 2 WAL SECTION — 8" y�AL �, JURISDICTION: EVEREfT
<br /> 1 L SECTION — 8
<br /> v i S-04 SCAI.E 1-1/2" = 1'-0" S-04 SCALE 1/2" = 1'=0" S-04 SCALE 1/2" = 1'-0" S-04 SCALE 1 2" = 1'-0" S-04 " ' "
<br /> �- / SCALE 1/2 = 1 -0
<br /> � �q S-Q4
<br /> � �
<br /> .3 �
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<br /> � "
<br /> � SHEET 4 OF 4
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