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! 4. <br /> 2 GENERA� NOTES : . <br /> 1 A11 A61 <br /> � O. � O.2 1. ADJACENT BUILDINGS AND STRUCTURES TO SULFURIC TANK IN <br /> OUTDOOR STORAGE AREA ARE REQUIRED TO BE SEPARATED BY A <br /> 16'-4" S20 DISTANCE OF 20 FEET OR PROVIDED WITH A 2-HOUR FIRE BARRIER <br /> S19 WALL THAT EXTENDS 30 INCHES ABOVE AND TO THE SIDES OF THE <br /> S19 STORAGE TANK (IFC 2015 6003.2.3). <br /> � , q <br /> . <br /> _� . . <br /> I 36 CLEARANCE <br /> " CANOPY STEE� COLUMN <br /> AT STEPS (TYP) SUPPORTS AND CONCRETE <br /> O CONTAINMENT WALLS, SEE STR , ' <br /> � SULFURIC REMOVABLE GRATING <br /> � � Q � TANK I S LFURIC A ID <br /> 0 <br /> (1000 GAL) dSING PU P <br /> � � <br /> � � COI� STRUCTIOf� I� OTES <br /> � S, . �:� <br /> � S2 � INSTALL 2—HOUR CONCRETE FIRE BARRIER <br /> � 2 HOUR CONCRETE �2 WALL, SEE STRUCTURAL DRAWINGS. WALL � � <br /> �, FIRE BARRIER WALL <br /> �' SEE STRUCTURAL 36" c���vc MUST EXTEND 30 INCHES ON EACH SIDE <br /> AND ABOVE THE SULFURIC ACID TANK. <br /> DRAWINGS S' AT STEPS (TY �� ' <br /> S2 EYE WASH / UP <br /> � S20 sHowER 2' SEE SPECIFICATION 099600 PROTECTIVE <br /> AccEss sTAiRs COATINGS FOR ALL COATING REQUIREMENTS, <br /> � � f INCLUDING BUT NOT LIMITED TO BELOW <br /> ER I S L AT FERRIC $�� <br /> Q 1500 GAL DOSING � GRADE VAULT. <br /> ' ' _ _ (T-540) _ PUMPS _` A g , <br /> • • � • i <br /> ti <br /> � �� <br /> EYE WASH j f <br /> SHOWER <br /> 0 . <br /> � GUARDS ANQ <br /> ��� MEDIA FILTER HANDRAILS AT <br /> �M FEED PUMP ACCESS STAIR, TYP <br /> C3�C4 �5� FLOOR DRAIN <br /> � (TO VAULT) �) <br /> � - <br /> � SLUDGE PURGE 1 A11 A61 ` <br /> PUMP u� <br /> S24 -- ` <br /> � � MEDIA FILTER � <br /> FEED TANK S1 . <br /> (1000 GAL) S2 � <br /> �8 SLUDGE RECYCLE <br /> PUMP <br /> 524� _--, S19 <br /> . . , — — — �. � <br /> . . . . <br /> S19 TANKS AND <br /> � <br /> � S1 MECHANICAL <br /> S2 EQUIPMENT, <br /> 36" CLEARANCE � SEE MEC <br /> AT STEPS (TYP) <br /> S20 t�;ATfNG <br /> SYSTEM <br /> C3,C4 <br /> ��� <br /> � FLOCCULATING <br /> CLARIFIER <br /> w. <br /> LADDER W/ IJ����-LJ <br /> SWING GATE � <br /> � o <br /> I <br /> �---�. . <br /> .U. �. <br /> D <br /> , t <br /> 25'-0" <br /> t <br /> � <br /> 3 <br /> � <br /> T FlRST F�OOR P �AN KEY PLAN � <br /> , N <br /> o SCALE: 1/4"=1 '-0" <br /> � <br /> � <br /> �- <br /> � <br /> � 4' 2' 0 2' 4' 8' <br /> M <br /> N - <br /> � ^i <br /> � SCALE: 1/4"=1 '-0" <br /> -� . <br /> 0 <br /> 3 <br /> 3 <br /> a <br /> / <br /> C..) . <br /> � � _ tan � <br /> 100 % DESIGN ISSUED FOR CONSTRUCTION <br /> tec <br /> � REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE <br /> ACCEPTABILITY SERGIYENKO 3.20.18 <br /> ���7 THIS DESIGN AND/OR �H KED OUTDOOR STORAGE AND PROCESS AREA FLQOR PLAN ORIG 3.20.18 <br /> REGI STERED WEAKLEY 3.ZO.�S � <br /> � RCHITECT SPECIFICATION IS APPROVED WASTEWATER TR�TMENT PLANT sHE�r <br /> ENGINEE TITLE <br /> BOE��� ✓ APPROVED BY DEPT. DATE NAVARRO 3.20.18 <br /> CHECKED 1 A 11 - . <br /> CHARLES E YOU�� MINNICK 3.20.18 Q <br /> sTAT� oF wasxzxa�px APPROVED B U I L D I N G 45�OV JOB N0. COMP N0. <br /> WEAKLEY 3.20.18 <br /> APPROVED DWG N0. ' <br /> HARRIS 3.zo.�s ARCHITECTURAL MASTER EVERETT, WA 45-08-1A11 <br />