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LEGEND <br /> 3.50 <br /> 4.O �— FLOW ARROW <br /> I � � � ..,�� � . <br /> � ' <br /> i <br /> i <br /> � � <br /> � <br /> � I <br /> / <br /> 2 <br /> , PWP � GENERAL NOTES <br /> 2 ' <br /> 2 �� , � �,� � <br /> ' � \ ' � CONTA NMENT�PS INGL WASTE PIPE CARRIER IN 6"SECONDARDY <br /> � / . ,�'' <br /> � TN1M509-2-825 � 6"x ' PI � � - �� � � � �� ����� � � 2� SLOPE 1/8"PER FOOT PUMPED INDISTRIAL WASTE PIPING TOWARD ' <br /> \� <br /> ��� I � � � 7 11 � �� � ���� � � MECHANICAL ROOM. <br /> 6'X6'HOUSEKEEPING PAD, SEE TN1M509-2-825 0 � � �� � �,,�,� 3� PROVIDE A MINIMUM OF 24" BETWEEN PUMPS FOR MAINTENANCE <br /> STRUCTURAL DETAIL F/302 �-/ '� � , �,� � ACCESS. <br /> 6"WIDE,6"HIGH CONCRETE � � y 4 �: ` <br /> 5 CONTAWMENT CURB WITH �� ;' � 4 PROVIDE A MINIMUM OF 24"CLEARANCE AROUND PUMPS FOR <br /> � TN1M509-3-825 � �°'� �,� � MAINTENANCE ACCESS. <br /> EPDXY COATING, SEE/ �� ; , <br /> � STRUCTURAL FOR DETAIL F/302 � �` � � ����� � �� <br /> j � J � g / �p !�"� � 4"PUMPED INDUSTRIAL WASTE PIPE. <br /> r <br /> �� FOR STEEL TANK ANCHORS SEE � �� \� // 4 TYP I 6 TANK VOLUME; 8000 GALLONS • <br /> STRUCTRUAL DETAIL K/500-17 � <br /> � TANK EHS#:(TBD) <br /> � 6 �,o, / . <br /> 2 � PWP � 7� NO PROCESS INDUSTRIAL WASTE OR ASSOCAITED DEVICES SHALL BE <br /> � C� 6 /� 2 SUPPORTED FROM THE CEILING IN THIS AREA.CEILING IS REMOVABLE. <br /> TN1M509-1-825 TN1M509-1-825 / 11 <br /> �/ �-/ � 3 � I 8� FLOAT STYLE LEAK DETECTION SENSOR. <br /> L � � . <br /> � �'0- IW�TYP � �� �, <br /> 10 8 � SEE STRUCTURAL DETAIL 2/S583 FOR REQUIRED ANCHOR SUPPORT. <br /> $��VE�T TO SPACE i �4.,P►W � � '� ���� � �� �,`�:, <br /> �,�`� r'� ��� � �� SEE STRUCTURAL DETA�L 1/S583 FOR REQUIRED GUIDE SUPPORT. <br /> 24"MANWAY (DISCHARGE) ` � <br /> � � � ��� i <br /> ' � <br /> ��� � � ; � � � '_, � � � � :�, _ � <br /> 6"x3"PIW(FILL) � � ,, �� � , �� SEE STRUCTURAL DETAIL 1/S584 FOR REQUIRED ANCHOR SUPPORT. <br /> � � � � � .� � ��� <br /> � <br /> 6"x3"PIW '�� <br /> � 8 �� EV � °�� �� � � ' <br /> � � 528-1 �� � �� ��� �� � <br /> � � <br /> � � � � ' �f�� � � �'� `� �� � <br /> / / � ' � <br /> ' ��',��z �,� <br /> � �� � i�;. � 2 � ° QA � � � <br /> / � � � / � � <br /> - - - - - - - - - - - - - - - - L.6 CONSTRUCTION NOTES <br /> � � ; � � <br /> � � � ! � � � � �� �� �-- � TERMINATE VENT PIPING 45 DEGREES BELOW HORIZONTAL. <br /> � , <br /> ,,�� <br /> � � �° ��`� °� � 8"VENT TO SPACE � � � � � '�� �� " � � <br /> � %, �� I � � � ,� � ���_ � � � � '�� � 2� ROUTE PIW FROM AUTOMATIC AIR RELEASE VALVE TO PROCESS . <br /> ; <br /> �; s'' ,', 1 � TYP � � `� � <br /> � � � �'� s�" � ��� ,. _ � � � � � ;��� � o�� ,, '` � WASTE TANK. <br /> �% ,�� ,�, ��� ��`�, 3 � "�'�� � <br /> � � � ' � ' ' ' w, 2"VENT TO SPACE� -� � �� � �, � � � � � � PROVIDE SHOP DRAWINGS TO ENGINEER PRIOR TO ANY PUMPED ' <br /> .�� / x �, , �� <br /> , � �� ,�,: �.. �t. � , �,. ,. <br /> �, �� � � y��� I� r � � r_ A �.� <br /> �� �r <br /> . . ..' . " / f' � i � ; ` � ; �� , �� � � � , <br /> ,%� . ., ` � � 1, � , i�� i ii y,:� i � . � � . .. � � �� .. >, , . . . ,.�_Q � . �,° • <br /> ° `' ` � �. � � � GUDIDETAND PIPE ANCHOR CALCULATIONS HAVE BEIE�N PE�FORM D <br /> '�� � �t!' �a� ��, � � � � i1� �� �`_ "� . � � � <br /> � ��� �� ,� %� �� � � � � � � � -� ��_ �'�� . BASED ON THE SPECIFIC PIPING CONFIGURATION SHOWN.CHANGES <br /> � � � ��r� j�; ;%;"�� b�;' � ' '�� ',�" �'� � ��`� � � � ��`����. � � TO THE ROUTING MUST BE APPROVED BY THE ENGINEER. � <br /> � � / ,`� �'�/""x'�. % /�� ��'� ' / „ g" ] '�� <br /> � , `. °'i <br /> �� � �� �, d <br /> i� � ,�i � �� � ,` � ''� , '% i�''' ,'; ,�j , �/ ��;`���� �� , ,�'� � � �"� �� �� � � � � PROVIDE I.00AL PUMP INDUSTRIAL WASTE PIPING HIGH POINT. <br /> � ,` i `t��` �`�;� ,�� �' , " ;'N� �, ' \ , <br /> ,,� ;��` ��ia `� �� , , �, ,, ' �, �':� � CL � I <br /> ;�� �,� �� ���,�� �,� ,� , ��; ����, " � � PROVIDE CONTAINMENT CURB UNDER ALL PIW PIPING BETWEEN <br /> ��,' ,'r,�`��..� �� �,; ,� ;d,' � � � � � EV-528-1 AND PWP-6 AND PWP-7. <br /> � � � �" � � � � � � <br /> ��� �� � ��'1�� � � ,�� �� . <br /> a, � _ ,. <br /> 4 �� ���-� � < r-' <br /> ` i t �' r PROVIDE A MINIMUM OF 40"STRAIGHT PIPE AT PUMP INLET. . <br /> =- ---_ _ �� - 9 , <br /> , <br /> � ----- - -n- - - , , � , <br /> � <br /> � � 3 <br /> � _ . <br /> � . � ,� � , - � <br /> g , � '' � PROVIDE PIPE ANCHOR,TYP. SEE STRUCTURAL FOR SUPPORT. <br /> � �F� ,P� I , � � � � � � � � � � � ��� . � I , <br /> ��� ���` � � � �'1 TN 1 M509-4-825 � � , � <br /> �,q; �' � r I � <br /> .^ � r �,, <br /> , <br /> �� ' � 9 7 � � ti ��;��, � � � � ;,�, � � 8� PROVIDE PIPE GUIDE,TYP. SEE STRUCTURA FOR SUPPORT. <br /> ` <br /> , = �,. <br /> ,_ �� � � - � <br /> � „'� ° �� '� �� �� �� � � � � <br /> � � '' � � �CL � � ��,��_, � �� � � ROUTE UMPED NDUST AL WAS E PIPIN AT APP OXIMAT LY 8'-6" <br /> � � ��( �� � 10 8 � � � I <br /> � � �� �: � "� � � � � � 10 REMOVE FLOOR BERM AT EASTERNMOST DOOR TO THE GEAR PIT. <br /> � � � '��_ � � � � � � <br /> CL �,. `�s �-,� �� �� � � � 11 SEE STRUCTURAL DRAWINGS FOR TRENCH HATCH MODIFICATIONS. <br /> ,.� <br /> � �: � , �� <br /> � � �� �� � ` I <br /> I . . . Y . . � . . . . <br /> d✓ <br /> a <br /> .. �� �� , ��� � � �� . . <br /> y�.,., . A:��� . <br /> . ... ,� .,. . <br /> , � �� � � � � _� :�_ ,;�� ����� � ������� � � � ���� �� �� ��� �- `�� � �� ��� � ' REFERENCE DRAWINGS � <br /> � . I . .. T ,� y .,J . . ��Oo'.. . . �" 49# I . <br /> ;y, 1 X ...,, \ , f <br /> PIPE GUIDE(ABOVE � �_ �� '` fp <br /> � <br /> \ � 40-25-CSM311-1 <br /> AND BELOVII� � � � � ��� � � � � � <br /> �� �� � � <br /> , <br /> � , � � �. <br /> � � �.� � � � � � �.;�� � �°, <br /> � <br /> � � � � <br /> � 6"x3"PIW(ABOVE � � � . � � � ��� � ��' �� I <br /> � �,, , <br /> i AND BELOVI� �' � �� �`� � <br /> , y; <br /> i � � � �� �� � �' � ,� ��'�� <br /> �� � �. <br /> � � � <br /> � � �. � i� � . <br /> - � . .P� . . � .. . . <br /> . � . . � � � � � I � . . . \ __ t� — .. I . <br /> . . \� . V \ . . ��-` / .. • <br /> � � d <br /> . . . . � . . .. . . k f� � � . <br /> � � �``i � ' <br /> �'� = v �, <br /> � � � � � � ��� ' <br /> � - � i` � <br /> \y '\\ .. ��d <br /> � —_ �. � <br /> � „ <br /> � <br /> � �����. <br /> ��_ <br /> �, �� <br /> �: <br /> � � <br /> ' ENLARGED UNDERGROUND INDUSTRIAL <br /> � WASTE PLAN „�,.brph.com Copyrighto 2019 <br /> � � FSi consulting engineers <br /> I ��_ � �, N seattle Washin ton Architects En�ineers, Inc. <br /> SCALE: 1/4 - 1-0 TN1M170-21-825 TN1M459-1-825 ' g stateotwashington <br /> PROFESSIONAL STAMP&SIGNATURE 19020 33rd Ave W,Suite sso <br /> TN 1 M 170-26-82 Certficate of Authorization <br /> APPLIES TO WORK WITHIN THE CLOUDED �ynnwood,washington,s8036 Architecture No.603235512 <br /> REVISION AREAS ONLYAS INDICATED Solutions & Service 425-921-3500 Engineering No.3137 0 <br /> SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE a <br /> M �y9 ACCEPTABILITY VGM 04I26/19 ENLARGED IW/PIW PLAN 16322 2 04/26/19 <br /> � oF wAs � THIS DESIGN ANDIOR CHECKED � <br /> 0 RR1-WBJ Perm MCS-P3-Issue For Construction (UVBS16322) FSi KMC 02/25/19 � �� . "'� � KMC 04/26/19 SHEET ; <br /> � .�� � � SPECIFICATION IS APPROVED <br /> 1 RR2-WBJ Perm MCS-P�+-Process Industrial Waste (WBS16322) FSi KMC 04/12119 � W : ENGINEER TITLE FACTORY TRANSFORMATION - 777x Wing Body Join � I � <br /> i �0���� � APPROVED BY DEPT. DATE CHECKED ��26��9 , T N 1 M 4 5 9 1 8 2 5 � C <br /> 2 R R 3-W B J P e r m M C S-P:t-R e v i s i o n P e r m M C S (W B S 1 6 3 2 2) F S i K M C 0 4 l 2 6/1 9 <br /> F _5 3 Y 9 ���� APPROVED ' B U I L D I N G 4 0-0 2 5 JOB NO. COMP N0. � �� <br /> �ss�0 N A L ENG\ W015/2899-825 � <br /> , APPROVED MECHANICAL MASTER EVERETT, WA ow�No. 40-025-TN1M459-1-825 � <br /> 04126/19 <br /> :, sicr�o <br />