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- S W�/4 4F SEC 20, T WM 28 N., RGE 5 E., W.M., SN�HOMISH COUNT Y, WASHINGTt?N m �
<br /> WA�L SE�TION RE1 �1FOR�If�� KEYI� OTES 201
<br /> 201. 8" THICK CONCRETE WALL C� TNE PERIMETER OF THE VAULT. REINF W/#5�8"0/C EA. WAYo
<br /> SEE CIVIL DWGS FOR LAp ALL HORZ BARS 24" MIN t� SPLICE LOCATIONS. PROVIDE (2)-#5 CONT HORZ BARS C�
<br /> COVER DETAILS THE TOP OF THE WALL. .
<br /> DO NOT FASTEN VENT
<br /> CORNER TO VENT PIPE 202. 8" THICK CONCRETE WALL TYPICAL AT THE INTERIOR OF THE VAULT. REINF W/�5C�8"EA. WAY. .
<br /> PLACE VERT REINF C� THE CENTER OF THE WALL. PROVIDE (2)-#5 CONT HORZ EARS AT THE
<br /> � ' I i�I�-=I I C� VAULT LID TOP OF WALL.
<br /> � �l l I�!I[ l I I_
<br /> �-- ------- ���=��� ������ 203. FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING SIZE & SPACING> PROVIDE
<br /> �����t���( ' ' F STD HOOK C� END QF BAR CAST INTO FOOTING. PLACE ALL DOWELS C� THE CENTER OF THE
<br /> i=111=111 ,
<br /> ������(��� r - WALL. DOWELS SHALL BE EMBEDDED A MINIMUM OF 6"+j- 1/2" INTO 12" DEEP FOOTINGS �
<br /> ,.
<br /> I=I I I=�I I f T f :' & SHALL EXTEND INTO THE WALL 4'-0" MIN. � o
<br /> ���������� � �
<br /> ; � 48" „ » , „ „
<br /> ��i l��1 fi , 204. �5 x--1 6 C� 24 o/c (#5x4 -0 � INTERIOR BRG WALL) PLACED SUCH THAT EACH 48 � v
<br /> .____ ---- _.....,_ .<t. , �
<br /> WIDE PLANK RECEIVES (2) BARS. LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON � � z
<br /> THE PRECAST PtANK PLACEMENT DWGS: PROVIDE ADDITIONAL BARS C� EACN PIANK IF REQ'D � _
<br /> AND SHOWN ON THE PRECAST PLANK SHOP DWGS. o �
<br /> �
<br /> VAULT WALL 205. �5 X ��� C� 24" O.C. �
<br /> �
<br /> 12"� PVC VENT 206. 4 CONT WITHIN EDGE VQID OF PLANK. ¢-
<br /> PIPE � �,
<br /> 207. #4 x 4'-0" C� 12 o/c. BAR TO EXTENb 10-1/2" ABOVE TOP OF WALL. PLACE BAR C� THE �
<br /> CENTER OF THE WALL. o
<br /> � 8 THRU WA�� VENT PIPE DETAIL "
<br /> S-04 SCALE 3/4" = 1'-0" 208. (2)-#5 CONT. �
<br /> i
<br /> v 209. (1)-#5 CONT. c �
<br /> 210. 12" THICKEN SLAB FOUNDATIONS SHALL BE REWFORCED W/ (3)#5 CONT. BOT. � � -
<br /> 8" THICK CURB w/#5t�12"o/c z `-
<br /> � VERT & HORZ w/ (2}-#5 CONT 211. �3 � �24
<br /> HQRZ BARS (� THE TOP OF THE � — � �, a � �
<br /> CQVER & SUPPORT WALL
<br /> c � ca� � � �
<br /> » „ ANGLE BY GRATE �� � �cp �, ;
<br /> L � •C O aN0 �s
<br /> 8 THICK CURB w/#5Q12 o/c MFR. �� �# �� � WALL S ECTI 0�l G EN ERAL K EYf� O�ES 101 � � _ � � � � �
<br /> COVER & SUPPORT VERT & HORZ w� (1�-#5 CONT GRADE VE TH&KHORZBAND O1�5 CONT � t1� a y � a i; �
<br /> HORZ BARS C� THE TOP OF THE �
<br /> ANGLE BY MFR. HORZ BARS C� THE TOP OF THE
<br /> WALL �. � COVER SUPPORT 1 Q1. PROV{DE A BENTONITE CLAY OR HYDROPHILIC WATERSTOP (VOLCLAY "WATERSTOP-RX" OR w �
<br /> ANGLE MFR. WALL "AKWASTOP") AT ALL PERIMETER WALLS OF THE VAULT. WSTALL WATERSTOP IN ACCORDANCE � �
<br /> WITH MANUFACTURER'S INSTRUCTIONS. � �
<br /> � GRADE � �—���=���=�4 �„ 102. 12-1/2" THICK PRECAST PRESTRESSED HOLLOW CORE PLANK. � � � �
<br /> I f I—I I I=1 I I- W � .
<br /> � #5 CONT � i f .=�== �=� i �=��(� � �
<br /> � :� GRADE 103. FINISHED GRADE. ELEVATION VARIES. SEE DESIGN CRITERfA ON SNEET S1 FOR APPROXIMATE SOIL z � h �
<br /> �: ` I I I�i I-= I E= � ���—���—� D E P T H S O 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 V I L D W G S F O R F I N A L G R A D E E L E V A T I O N S. W � � � �
<br /> „ ' � E t—��C.----�� �, �=� � �—� � �- i—= z
<br /> �4C�12 o/c HORIZ � � � � Z } I I I.-I 1=! I �- " „ » � � � a
<br /> I I I=I ( I=I I I= > N � = 104. 6 PERFORATED PVC FOOTING DRAIN AT WRAPPED IN 12 x12 MINIMUM DRAIN ROCK BEDDING & z � N � �
<br /> 5 x � @ 1 8" a c ���=I C I= J ( �����j��I FILTER FABRIC. ROUTE TO DOWNSTREAM DISCHARGE. � � Z � �
<br /> # 6" / - , I � (.=� I C=� E � ��'�� � �� � IN P NE MIR T 0 ALL PERIMEi�ER �' � � �
<br /> (3)-#5 X 1 0'-0" a � y � " EXTENDED VERTICAL , E X T E N D E D V E R T I C A L � � � 1 0 5. A P P L Y P R E F A B R f C A T E D D R A A G E A L ( A Q R A I N 6 0 0 0 O R E Q U I V A L E N ) T �� � � � �
<br /> = � W A L L R E I N F I N T O WALL REINF INTO 4 � HATCHED ZONE REPRESENTS VAULT WALLS. EXTENa DRAINAGE PANEL OVEft THE FULL HEIGHT OF THE WALLe A 12 THICK �
<br /> -. � � � � � �` CLOSURE POUR a HATCHED ZONE REPRESENTS CLOSURE POUR 12-1 j2" THICK CLOSURE POUR LAYER OF FREE-DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE DRAINAGE PANELo
<br /> \ • '°• 12-1/2 THICK CLOSURE PQUR zo AT PERIMETER OF THE VAULT
<br /> #3 TIES C� 6"o/c �°V'`���' `+`� � AT PERIMETER OF THE VAULT �, � 106. PLANK TQ BEAR 3" MINIMUM ONTO THE TQP OF THE CONCRETE WAL�. SEE PLANK � _
<br /> . (3)-#5 X 10'-0" MANUFACTURER'S DRAWINGS FOR FINAL BEARING LENGTH. INSTALL NEOPRENE BEARING PAD AS
<br /> 2'-0" VAULT INTERIOR BRG. WALL , „ „ DETAILED ON THE PRECAST PLANK PLACEMENT DRAWINGS.
<br /> (3}-#6 x 10 -0 @ 3 o f c@
<br /> , , , , VAULT PER(METER .� . THE TOP OF THE WALL CENTERED 107. 6"� PVC PRESSURE RELIEF SLEEVE SET 3" CLEAR FROM TOP OF ALL INTERIOR WALLS.
<br /> 7 C U R B@ 5 x 10 0 P E N I fJ G 6 C U R B � 5 x 10 0 P E N I N G WALL -� . , ON THE 5 WIDE OPENING. PROVIDE SLEEVES AT 2Q' CENTERS TYP.
<br /> � S-04 SCALE 3/4" = 1'-0" S-04 SCALE 3 f 4" = 1'-0" : �'
<br /> �
<br /> �
<br /> � .
<br /> 2'-0" MIN C� � �
<br /> _ _ , , U � �
<br /> �03 TOC = 447.0o PO�UR SL TS TOC -447.OQ 5 C U R B@ 5 x 10 0 P E N I�1 G J Z —� Q -
<br /> p�' _ � �`! 1 0 3 S-0 4 S C A L E 1-1/2 = 1 -0 1�3 TOC = 447.00 � � �
<br /> � -� 1_I I l—I I 1- 205 � � � ��
<br /> I(I-I i 1-� 204 ¢
<br /> !-1 I I_� 102 102 -E E I-!�T-� 08 � - -- - 102 � � �
<br /> I l I.� _I I I! I 1-I I i I I 1-I > �
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<br /> 3 - CLR. -0" 105
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<br /> �' INTERNAL , CLR. -� ) EXTERNAL 2�3 0 ��, �ss�i G��,�
<br /> Q03 203 ) -, WALL `+ WALL ��SSI NAL ���� �'�� . -
<br /> �
<br /> � 104 LE. = 437.50 TYP. 104 .
<br /> Yp" 101 � 1�1 JOB NUMBER: 13-144
<br /> J .�t � = 2 WALL SECTIOf� @ GRATE � � DRAWING NAME: 13144S-SO4
<br /> � � SCALE �2„ �, �>,
<br /> � - _ _ _
<br /> � � � - �
<br /> � DESIGNEit: MPM
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<br /> �... ... �v ..:... .. .... . .. ..:...
<br /> ,: .. . .:
<br /> �, �� DRAFTING BY: JFO
<br /> �
<br /> � r;: �� � 210 �� � ���� � �• DATE: 4-25-14 �
<br /> ,... �
<br /> � � , ., . P La41V S 1P R .� �
<br /> � 2'-0" 2'-0" TYP � , 2'-0" TYP 210 SCALE: AS NOTED
<br /> �
<br /> � �.;_�: ' �,.
<br /> � �� �� PUBLtC SERVICE ��—DATE �` „ JURISDICTION: EVERETf
<br /> N 4 WA�L SECTION — 8 3 WA�L SEGTI01� — 8 F�«�����w�R� 1 WA�L SECTION — 8 - -
<br /> � ERpSi DRAINAGE i)F E�t,ft i MENT S—�4 SCALE 1/2�� _ ��—�f� S �4
<br /> a S-04 SCALE 1�2" = 1'-0" S-Q4 SCALE 1�2" = 1'-0" A PUBLlC WOP,KS PERMiT IS EtEE�UiREDPRIOR
<br /> � CI GtNEER TO S(ARTING f1�dY .,Ot.STRUCTION C7N THIS
<br /> PR0IECT. APPRQb'AL FQF ;ri!S PROIECT IS
<br /> � Urt=_E5S PERMIT SHEET 4 OF 4
<br /> 3
<br /> 8 CONDlTIONAL PER CURHE�iT STANDARDS
<br /> p AND EXPIRES �
<br />
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