Laserfiche WebLink
_ _ __ _ � _ ' __ _ T� <br /> t� <br /> .,_ , <br /> TEMPORARY SHORING NOTES: ENGINEERI� <br /> 1. REFER TO ENVIRONMENTAL REPORT FOR EXTENTS 250 4TH AVE. S., SUITE 200 <br /> OF EXCAVATION. EDMONDS� WASHINGTON 98020 <br /> 2. IF EXISTING CONDITIONS VARY FROM PLAN, PHONE (425) 778-8500 <br /> CONTACT ENGINEER PRIOR TO PROCEEDING. FAX (425� 778-5536 <br /> 3. MAX DEPTH OF EXCAVATION IS ASSUMED TO BE <br /> � 12'-0". IF EXCAVATION EXCEEDS 12'-0"CONTACT <br /> � �, ------��,���:� ENGINEER. <br /> � �' ' � � � ``. . <br /> 4. THE BELOW GRADE PORTION OF THE PILES MAY <br /> IN IN P <br /> � <br /> REMA LACE. WHERE ATTACHED TO TH <br /> E <br /> F <br /> i EXITSING OOTING BELOW GRADE THE <br /> � <br /> I ; ATTACHMENT MAY ALSO REMAIN IN PLACE. <br /> � <br /> �j i 5. ALL BACKFILL SHALL BE PLACED COMPACTED PER <br /> '� ; THE GEOTECNNIAL REPORT. <br /> i <br /> � <br /> I ��5 M � <br /> � , � <br /> i oF �AsB r?'Cr <br /> �/� � - ��� (,I1�,,,o ��� • <br /> . . _ � vb l - . �-:. <br /> , _ ' I ---- ------- I�----- --- -- � � <br /> o � <br /> � 19 =��� <br /> �, , �.t� cD.�s�o� <br /> EXTEND PILES 6'-0° � ��3,Si�1L �'�ti <br /> � BEYOND EXCAVATION �1VAL <br /> T� �p <br /> m � II/21/I� <br /> ' �' <br /> � , / <br /> 4'-0" 4'-0" 4'-0" in � <br /> , <br /> 1 � � <br /> � ;' / <br /> S3. °f � ,� 6'-0"MAX VERTICAL CUT, <br /> CRO55 BRACING AT ,' _ CONTACT ENGINEER IF <br /> 0� �� �� �� � � �"� COLUMN LOCATIONS ;;'�� m � � � � � � EXCAVATION EXCEEDS 6'-0" <br /> � ¢ in � 2'-Q"AROUND <br /> N <br /> DOWEL&EPDXY REINF INTO � � � /� � COLUMN FTG �� � <br /> EXIST FTG W/SIMPSON �`� �� � � _ / ��� � <br /> 3 �� z � <br /> SET-XP&4"MIN EMBED,TYP ; ; � �7 � j � �T� �' <br /> 12'-0"MAX VERTICAL CUT, ; '� �� � �53.1 <br /> O CONTACT ENGINEER IF /� �j� i� � � <br /> EXCAVATION EXCEEDS 12'-0" � �` =" o� � � N <br /> REMOVE&REPLACE EXIST SLAB ON � ; � ���� � � � �� U � <br /> GRADE AS REQ D.COMPACT SUBGRADE ,X � - 1 � CC <br /> PER GEOTECHNICAL ENGINEER. � � � � 1 (6)PILES @ 2'-11"OC � , � S3.1 p � <br /> PROVIDE 6"SLAB ON GRADE W/#4 @ S3. � �;� <br /> 18"OC EA WAY CENTERED IN SLAB �� �� ��' / <br /> APPROXIMATE EXTENTOF n <br /> � EXCAVATION AREA.SEE � <br /> � 1 FORMER BRIEN FORD PLAN SET � � REMOVE EXIST �� I � � <br /> ' � � 4 � � CMU WALL AND � �I Q N <br /> , 1 S3. RE-CONSTRUCT � j i � � <br /> ,! ,;' � � � PER ARCH I j `� <br /> � / DRAWINGS �\ , <br /> r-�� Y <br /> �. � � "a �� � -- -- <br /> � , 14 � L--------J �i �-------------� �i� �-----------J � Q <br /> _ --- — <br /> ----� <br /> - ------ <br /> ; - - - - - -- - --, � <br /> 19 � � ��15 � - _ --- <br /> EXIST BRICK 1 :� D ES I G N: JAC <br /> VENEER,TYP 53.1 � <br /> DRAWN: JCS <br /> , APPROXIMATE EXTENT OF <br /> 4'-0" 4'-0" 4'-0" 6" REMOVE AND / EXCAVATION AREA.SEE CHECK: DMT <br /> REPLACE EXIST FORMER BRIEN FORD PLAN SET <br /> 2'-3" BOLLARDS J O B N O: 1 71 89.1 0 <br /> EXTEND PILES ON DATE: 1 1�21�1 7 <br /> BOTH SIDES OF DETAIL <br /> SHOP 12'-0"MIN <br /> SHOP FOUNDATION PLAN 2 BUILDING FOUNDATION PLAN <br /> 1 SCALE: 1/8 -1-0 <br /> 5'-0" 0 5'-0" 10'-0" 5'-0" 0 5'-0" 10'-0" <br /> � f ^ <br /> O V / <br /> � = Z <br /> EXIST SERVICE �/� Q <br /> BLDG Q � V / J <br /> O � <br /> � Z � <br /> W Z Z <br /> W � Q QO <br /> AREA OF EXCAVATION � <br /> °° � � � Q <br /> W <br /> � w �= Z � <br /> W �j � Z <br /> � O � <br /> � O W � � ;, <br /> O �NW mO� � <br /> � <br /> EXIST DETAIL SHEET: <br /> SHOP <br /> ■ <br /> KEY PLAN <br /> NTS <br />