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SW�/4 C�F SEC 24, TWN 28 N., RGE 5 E., W.M., SNOHOM/SH COUNTY, WASHINGTON m �
<br /> CIP SLAB
<br /> KNEE WALL
<br /> #5 (� 12 BOTTOM � \ -
<br /> �6) �5 X 2�-� 3� _ - �
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<br /> , o � - CAST IN PLACE
<br /> � � �` CONCRETE SLAB
<br /> 2�� �Ur' s SHOWN SHADEDa
<br /> , CLR. (6)#5 IN 24"
<br /> ' 4" f 1 4" SECTION C� ,�
<br /> WIDTH T&B. C � � '� _' MANHOLE. = �� �♦
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<br /> ' 24"� OPENINGS n
<br /> PERIMETER OR � o �
<br /> 8" THICK WALL � INTERIOR WALL ��-ar � Z
<br /> 0
<br /> REINF w/ =` s OF VAULT. SEE (2) #5 X �� �
<br /> #5C�12�o/c HORZ & WALL SECTIONS �
<br /> , „ VERT. PROVIDE ON SHEETS �
<br /> �
<br /> 5'-6' SQ FTG X 1'-3
<br /> (2)-#5 CONT HORZ S-03. �
<br /> -( - (6) �5 EW. BQT. 5'-6" SQ FfG X 1'-3n BARS t� THE TOP � +� � ;
<br /> � „ (6) �5I EW. BOT. OF THE WALL. BOTTOM 2 X �,�— �
<br /> � 12 X14 COLUMN 4' WIDE STRIP � S ECTI O N �
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<br /> _ � { -� 4' WIDE STRIP 12"X14" COLUMN _ COL _ _ FOOTING S-03 SCALE N/A , „ o
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<br /> 1 o SPREAD FOOTING C� WALL 9 COLUMN 8c WALL SPREAD FOOTING c.� ' #5C�12»o/� yoRz & ", , > � z .; �
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<br /> S-03 SCALE 1/2" = 1'-0" S-Q3 SCAI.E 1 j2" = 1'-0" o VERT 4N BACK FACE , � � �
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<br /> ��� OF WALL. DOWELS TQ �� "' � � �
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<br /> � °O � > FOOTINGS ARE NOT ti 5 � F � T � �
<br /> 8" CONC �5x4'-0" (2) #6 TOP � ' ° : REQUIRED AT THESE ` `'� -
<br /> WALL � 24 "' VERT BARS �
<br /> � � � � 8„ CONC. WALL � `
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<br /> � � � ��� � �� � � ; �5 X 30
<br /> � � �� ��,�� �; � � �, ;� � ��- � STREET � ��
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<br /> �. �� COLUMN 12X14 W� (8) 10' ��� �� " '�' � � �_�. � �
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<br /> � (2) �6 � � � �5V b #3 ST(RRUPS � �
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<br /> � � #3 TIES (3) �5) #7 �� Y. }� : � � . 5' -04 �;
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<br /> � 2 O.C. 8� #3 � � 12 , . �: S �# � .
<br /> (5}#7 BOTTOM " TOP REM � 6 _ # - � � �� �'�'
<br /> STEEL 4� 8" CTR WALL i i ' j z � � V J
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<br /> ABOVE " � _ ��5 � � � �
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<br /> ' 8" WALL - - - _ _ 4�-� �: : ..
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<br /> BEYOND COLUMN " C,.,,� �
<br /> I I I B�QND ❑ � � �
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<br /> (2) #6 TOP 8 WALL X ,
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<br /> STEEL OF BEAM -04 � �; `� W � � �
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<br /> � � 8 CONCRETE BEAM PLAN 7 �ONCRETE BEAM DETAI� 6 SPREAD FOOTING C� WALL - � I— o
<br /> OC . �.
<br /> T s-o3 SCALE 3/4n = ��-o" s-o� SCALE 3/4" _ ��-a" 's-a3 SCALE 3/4" _ ��-o" 5 S P R EAD FOOTI N G@ WALL 4 TYP WALL C 0 R f�E R R EI N F. W � Z v
<br /> N S-0 3 SCALE 1/2" = 1'-0" S-0 3 SCALE 3/4" = 1'-OH � �U
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<br /> 3 ATTACH COLLAR TO LID PER 2�_p» p�q 4'-0
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<br /> � MFR'S RECOMMENDATIONS OPNG #5 C� 8 BOTTOM X* � J W
<br /> ROUND SOLID LOCKING LID � EA END Q
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<br /> o CIP SLAB & COLLAR BY OTHERS =__ � N (4)-#6 PLANK �
<br /> °- DOWELS PLACED AT
<br /> �5 (� 6 TOP -, - - — ,
<br /> � ���j ��{(i �' MIDDEPTH OF SLAB. -
<br /> 3 �5 t� 12 BOTTOM 1�` ���_ ,I / � //
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<br /> � EA END f r�; ,
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<br /> _ � . � , ` 12-1 2" THICK #
<br /> _ � � � ADD 5 DIAG.
<br /> � 1..=��r�.�.,��,-:� �� �' CAST IN PLACE � � �
<br /> ' I AS SHOWN �
<br /> � o ' �_�`���� j /� GONCRETE SLAB � ♦ � I ♦ / �
<br /> r � � ' � DED. I TYP WALL �
<br /> SHOWN SHA
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<br /> »� 1 REfNF ( �
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<br /> a CLR � C.I.P. SLAB �> : �'� I � � I � ♦ � '�,L p, �,
<br /> v BOTTOM q"�f 1/4"� SECTION C� '� % � �♦ I �� ! G��oF �As�y��',y
<br /> � MANHOLE. I (13)-#5 T&B AS �.� �' �
<br /> � SEE 3 S-01 � SHOWN. � I / � � � I � � �� � �`
<br /> � � � �f � � i � I =
<br /> L � `
<br /> � � ; 8" THICK WALL. :? 4'-Q" `` ` r � Z � � ,, �� � / �,� { ,, �Q'� � y� FILL WITH GROUT AS DIRECTED BY �, 1a311
<br /> = RE{NF w/ PERIMETER OR � z C� �� ^�o �� � �. ^�o � PRECAST PLANK MFGRo °.� ��,��S�. �
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<br /> � _ VERT12PROVID ORZ & �' OF VAULT.WSEE / �' �� � � i � �� �� I �� �� i �� IoNat, $ ,��'
<br /> -� = (2)-#5 CONT HORZ � � .. .. . . . . . . . . . .. . . . . . . .. . . . . . . .. .. .. . . �
<br /> � �, ; ;r � WALL SECTIONS � � v♦ � � . . . . .
<br /> °' = ° BARS C� THE TOP ' #5 DOWEL TO MATCH ' � ON SHEEfS �' I � � � �
<br /> JOB NUMBER: 13-144
<br /> " f VERT WALL REINF � �
<br /> SPACING. , � � BOT OF VAULT AS OCCURS �� .� DRAWING NAME: 13144S-S03
<br /> � OF THE WALL. S-03. O � � � �
<br /> � �
<br /> � � : <:
<br /> -� � ; s � I I ♦ . . . . .
<br /> �
<br /> � '� FfG - SEE � � . � / � � .�.�.�.•.�. ��.�.�. . DESIGNER: MPM
<br /> � �. ; �; � � , F4R EAGH GROUP OF VERTlCAL BARS CUT � � �
<br /> . . . . . .. . . . . . . . . .
<br /> . . . . .. .. . . . . . . . . . . . . . . . . . . . . . ... . . . . DRAFfWG BY: JFO �
<br /> in ` ��`� ;
<br /> FOUNDATION � OPENING ADD ONE VERTICAL BAR FULL � � � � � �� � � �� � � �� � �� � � � � �� �� � � �� � � �� �� �� � � �� � ��� � �
<br /> � � 0" PLAN QN S-02 � DATE: 4-25-14
<br /> � HEIGHT EA. SIDE OF OPENING.
<br /> �, FOR SIZE & 3B SCALE: AS NOTED
<br /> � REINF. - JURISDICTION: EVERETf
<br /> i s-o3 CONT. BACKER ROD IF REQ'D. �
<br /> i �
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<br /> � �' 3B SECTION 3 TYP LID REINF Q MANHOLE w KNEE WALL 2 TYP WALL REINF. @ PENETRATION 1 TYP PLANK JOINT DETAIL
<br /> _
<br /> � o S-03 SCALE N/A S-03 SCALE N/A S-Q3 SCALE 3/4" = 1'-0" S-03 SCALE 3/4" = 1'-0" SHEET 3 OF 4.
<br />
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