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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� _ - � <br /> , <br /> � � <br /> £ - f t� Y-r'- x c t �. . <br /> .. .�, _ ,:. n ` '� �ri <br /> �. . - _� . ', ��, � � <br /> ,...i . <br /> ....a,. ,..,i. .',[ %. _..;`, .,�..,_..>' .�'. .,._.,. �..,....` _.. ., .,s.., ,. ... . 7....._i. , � . <br /> 12 1/ THICK <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. = �� �♦ <br /> (n <br /> ', SEE 3�S-01 � Z o �� <br /> O � <br /> �� 12'-4" DIM �' � 6'-0" � �� � � (n � <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 � <br /> � <br /> _ � { -� 4' WIDE STRIP 12"X14" COLUMN _ COL _ _ FOOTING S-03 SCALE N/A , „ o <br /> ` � �FOOTING � -� d- <br /> I; - <br /> � � <br /> � :�. CONC BEAM � � <br /> " WALL � � N <br /> . �, � ABOVE � I 8 CONC. s-o3 � <br /> �� � _ _ _ _ _ _ _ _ __ _ _ _ _ 11 TYP LID REINF @ MANHOLE w KNEE WALL Z <br /> {J O. T <br /> -: . � . ^ . . . .x. .. , „. -, _ <br /> � � _ _ _ _ _ S-03 SCALE N/A r <br /> I '� � <br /> - - - -- �- - - -- - - - - � � � � � � <br /> � L � � N � <br /> � <br /> 6" SPREAD FOOTING ' 8" BRG WALL .y '� .� 3 � ° � � ; <br /> c � � � � � <br /> ; � ; �I I » '� � o- � � X � <br /> � , � — —I � — — TEMP 8 T 0 L. BOT w � � � � � <br /> � <br /> I � � � - <br /> � — �} � — � — — � _ $ <br /> �� � � � <br /> , e� <br /> <> �1'i' 11'-�" CLR 11'-�' CLR 4" �:: F< : o � A o <br /> � <br /> x4 �.� V � � '� <br /> DIM. DIM. <br /> ��' ` PLANK JOINT � '� �' ; Z � N � <br /> _ o �y <br /> 3 �y <br /> � N � S u � 9 � � $ <br /> � � f �i Z �-� N rn } <br /> m �j �= <' V io � � <br /> 1 o SPREAD FOOTING C� WALL 9 COLUMN 8c WALL SPREAD FOOTING c.� ' #5C�12»o/� yoRz & ", , > � z .; � <br /> C� <br /> S-03 SCALE 1/2" = 1'-0" S-Q3 SCAI.E 1 j2" = 1'-0" o VERT 4N BACK FACE , � � � <br /> , , � � � � c <br /> ��� OF WALL. DOWELS TQ �� "' � � � <br /> � , � � <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 � ` <br /> � , � z <br /> i'� `"' �:• ,.�.r�v . . K�^ .r _ � ' •'�tvs^.� » � . <br /> � ��_��� ��� ���fi�fl�� � �s° �:�� r =� � 5 � 8 EW WALL BELOW � ,� 2 f � <br /> � � � ��� � �� � � ; �5 X 30 <br /> � � �� ��,�� �; � � �, ;� � ��- � STREET � �� <br /> :. w . <br /> � TQ MATCH <br /> � . � �r� ��.,; € ; . <br /> . <br /> r, : <br /> �����`����� ��' � ��� � <br /> � ; <br /> �-�x�-�. ,.�:.�.��' �� ��`� �,s���� ����� �k � ������-� HORZ <br /> �� fi �� ��� �� � <br /> �. �� COLUMN 12X14 W� (8) 10' ��� �� " '�' � � �_�. � � <br /> �� <br /> � r <br /> � (2) �6 � � � �5V b #3 ST(RRUPS � � <br /> 8 � ����� � #4 � C� 12 ;;,. :�fi � a `` f <br /> A k r"' .. ,�.a,�,,, .�G- �5.:� �i.�t.,. ' . , <br /> ' .. ._ ..,. �. <br /> � � ° � S-03 �' �� u � COL & FOOTING 7 ALT. HOOK '" � � <br /> w � <br /> � � #3 TIES (3) �5) #7 �� Y. }� : � � . 5' -04 �; <br /> � „ �� � � �� ' , �� � <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 <br /> . ,..... _ ,. . .... �.., . ...v,r� <br /> g COLUMN �'-�' BELQW <br /> ABOVE " � _ ��5 � � � � <br /> � � <br /> » t �. � J v <br /> F � � <br /> ' 8" WALL - - - _ _ 4�-� �: : .. <br /> I I I t W <( <br /> BEYOND COLUMN " C,.,,� � <br /> I I I B�QND ❑ � � � <br /> N I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ �: ��f �: > <br /> � <br /> (2) #6 TOP 8 WALL X , <br /> F i � Q <br /> STEEL OF BEAM -04 � �; `� W � � � <br /> BEYOND <br /> =s { � �C <br /> � , � �: o � <br /> o . �m , � - - <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 <br /> , -� W W � <br /> N <br /> 3 ATTACH COLLAR TO LID PER 2�_p» p�q 4'-0 <br /> ,�, � � � <br /> � MFR'S RECOMMENDATIONS OPNG #5 C� 8 BOTTOM X* � J W <br /> ROUND SOLID LOCKING LID � EA END Q <br /> -� � <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 / � // <br /> -� 4�_� � ..�_� �� �� <br /> � #5 � 8 BOTTOM X 4,_�, � <br /> f O'- <br /> � EA END f r�; , <br /> ? ; � , , <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 <br /> ♦ ♦ <br /> m � <br /> 2 <br /> I <br /> »� 1 REfNF ( � <br /> - 5 C� 6 <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�. � <br /> o �. n W �fss i`(`sj� / <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 � <br /> � �( F s \ ;' �.�,£y. .... . <br /> r_ � t fT� �� j k _ <br /> � t S 03 <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 />