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LEGEND
<br /> 3.50
<br /> 4.O �— FLOW ARROW
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<br /> , PWP � GENERAL NOTES
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<br /> ' � \ ' � CONTA NMENT�PS INGL WASTE PIPE CARRIER IN 6"SECONDARDY
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<br /> � TN1M509-2-825 � 6"x ' PI � � - �� � � � �� ����� � � 2� SLOPE 1/8"PER FOOT PUMPED INDISTRIAL WASTE PIPING TOWARD '
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<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.
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<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.
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<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) ` �
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<br /> 6"x3"PIW(FILL) � � ,, �� � , �� SEE STRUCTURAL DETAIL 1/S584 FOR REQUIRED ANCHOR SUPPORT.
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<br /> 6"x3"PIW '��
<br /> � 8 �� EV � °�� �� � � '
<br /> � � 528-1 �� � �� ��� �� �
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<br /> - - - - - - - - - - - - - - - - L.6 CONSTRUCTION NOTES
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<br /> � � � ! � � � � �� �� �-- � TERMINATE VENT PIPING 45 DEGREES BELOW HORIZONTAL.
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<br /> � � �° ��`� °� � 8"VENT TO SPACE � � � � � '�� �� " � �
<br /> � %, �� I � � � ,� � ���_ � � � � '�� � 2� ROUTE PIW FROM AUTOMATIC AIR RELEASE VALVE TO PROCESS .
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<br /> �; s'' ,', 1 � TYP � � `� �
<br /> � � � �'� s�" � ��� ,. _ � � � � � ;��� � o�� ,, '` � WASTE TANK.
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<br /> � � � ' � ' ' ' w, 2"VENT TO SPACE� -� � �� � �, � � � � � � PROVIDE SHOP DRAWINGS TO ENGINEER PRIOR TO ANY PUMPED '
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<br /> ° `' ` � �. � � � GUDIDETAND PIPE ANCHOR CALCULATIONS HAVE BEIE�N PE�FORM D
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<br /> � ��� �� ,� %� �� � � � � � � � -� ��_ �'�� . BASED ON THE SPECIFIC PIPING CONFIGURATION SHOWN.CHANGES
<br /> � � � ��r� j�; ;%;"�� b�;' � ' '�� ',�" �'� � ��`� � � � ��`����. � � TO THE ROUTING MUST BE APPROVED BY THE ENGINEER. �
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<br /> i� � ,�i � �� � ,` � ''� , '% i�''' ,'; ,�j , �/ ��;`���� �� , ,�'� � � �"� �� �� � � � � PROVIDE I.00AL PUMP INDUSTRIAL WASTE PIPING HIGH POINT.
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<br /> ;�� �,� �� ���,�� �,� ,� , ��; ����, " � � PROVIDE CONTAINMENT CURB UNDER ALL PIW PIPING BETWEEN
<br /> ��,' ,'r,�`��..� �� �,; ,� ;d,' � � � � � EV-528-1 AND PWP-6 AND PWP-7.
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<br /> ` i t �' r PROVIDE A MINIMUM OF 40"STRAIGHT PIPE AT PUMP INLET. .
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<br /> �� ' � 9 7 � � ti ��;��, � � � � ;,�, � � 8� PROVIDE PIPE GUIDE,TYP. SEE STRUCTURA FOR SUPPORT.
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<br /> � � '' � � �CL � � ��,��_, � �� � � ROUTE UMPED NDUST AL WAS E PIPIN AT APP OXIMAT LY 8'-6"
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<br /> � � �� �: � "� � � � � � 10 REMOVE FLOOR BERM AT EASTERNMOST DOOR TO THE GEAR PIT.
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<br /> CL �,. `�s �-,� �� �� � � � 11 SEE STRUCTURAL DRAWINGS FOR TRENCH HATCH MODIFICATIONS.
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<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
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