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::. ._ _ _ __ _ _ <br /> - - - ----- —- <br /> ''�� � G E �1 E RA� �I �T E S : <br /> 1 0. 1 0.2 <br /> OS61 S504 <br /> 1 . FLOOR LIVE LOAD 250 PSF <br /> , 7' — 6 1/2" 25' — 0" �_�FLOOR GROUTED TO SLOPE TO THE NORTNEAST CORNER AT <br /> — --- — - <br /> � 17' — 2" 2 P�RCENT MINIMUM. EQUIPMENT PADS SHALL BE FLAT. TOC <br /> ELEVATION SHOWN REFERS TO THE REINFORCED CONCRETE <br /> 1Q" TOC EL 555.73 .'�10" SLAB BELOW THE SLOPEd GROUT. <br /> ' � � � 3. SLAB OUTSIDE OF TANK CONTAINMENT AREA SLOPE TO ' <br /> �.�.LL_.�, <br /> ��Y '" -- - — DRAINS AS SHOWN WITH HIGH AND LOW POINTS. <br /> — - -- - — — --- — —j— <br /> -_-- -�-,--- — — _ ,� p_�, A <br /> �. � q. <br /> : � �' � . <br /> 'I � . � , _ .� { � <br /> ........� - —� - �— - � _� — � — � � � T <br /> . � <br /> . - - — � ---� �.�..�wro�� ti� ��a <br /> +— __ - � <br /> a;r � � ,t tl.� o + � : <br /> �� � <br /> :; � � � <br /> 'I ,, � 2 NOUR SEPERATION - <br /> ' I� _ , RE4NFORCED GONCRETE WRLL �� �` � t- �� � � <br /> ' � _ . � � =i'`,� � ,-1�� = { <br /> I `� - � SLOPE � .,:k � � -g <br /> i I� � I � _— � � �n� � � <br /> � f�� <br /> I � - � € '� � � _ ;. <br /> � `� OS61 S503 <br /> i� <br /> �� � € TOC kL 555.73 ` � ° <br /> �>> � � �- � � � <br /> � -.I . I � d.:. �� � `�.;f � <br /> � . � � ftIDGE TOC EL 555.73 <br /> �� �� '�...,� TOC EL .556.00 _ �_..��v._.,�.rv�.���_,�m, � <br /> c, � , � SLOPE �� . � = :�`' � 5� T �„ ' <br /> � i �., �� �, -- RFINFORCED CONCRETE Y. <br /> , <br /> �� .. � �` 4- �:. �� � � _ ___ _ STAIR FOOTING (�YP <br /> � � a CONSTRIJCTION JOINT ��:�r,� � t `�,� � THREE LOCATIONS) <br /> � ;.�, ��. ���� � S282 �=:�w�_ �._ �}��' � - <br /> � ,V I N a . .�_�_ �.,__ .,....., _,.».. ......�..._ �_.�...;'^,.""'. .�..Y.. ,.....o .,.�.w ...�.. ....x,. ....... _.._ ..,...�... ..__. ,,.,., � �t,.. .� .-,....-..—.� �—.� ,..-... £K.�,. �.. ' O . <br /> � <br /> � .' . — . — .. ,�� ^ . . <br /> �,, I . . . . .� .�.�. __.,.. �,.. ...�. ..�.... . , � ..., �.._ a,e. a...... ..,..� .n... a _ ft �-- � <br /> , � � �``��—� �._ a�. ����� �_m � d _ � __ � <br /> � �� � ,.� �.. .� � �_a <br /> � 1Q' CONTAINMENT CURB AI L AROUND o <br /> o �I � �Y � � r�� \ ( N <br /> rn �I � � --� - k� O � �n I �,., <br /> - � . <br /> � S61 S284 � � j � I ` <br /> ���. ,�� �,_... �' ._.._. ., . � - , <br /> L � 5� ...�,� ( _ <br /> � O ( _ __ �a�— . — . W .— _ —4. _— �� --:���4 ��.�....-- — --��--- - - . — -- ---- - — � A. 9 : <br /> E _..�.��s � � � .�� <br /> o � � � 1 <br /> ! � � �� U, , ,{ ' ---- - FRP GR�TINC .. <br /> k � � � 1 S61 S401 TOP OF GRATkNG <br /> �... _�.. � _ F- �� „ � � EL 555.65 <br /> -�- � � �0 C ONTAINMENT C URB ;�' <br /> � � ,�, - ` ; ' S REINFOftC ED = <br /> � 'I� � � f ----- _ __ _�.a..�. �� - 6}, � k 1 6 S2 8 3 O F�E N f N G � <br /> � �� k Q _ _ � <br /> n L-- z � z f�-= 5' - �„ � 5, _ Q>, ;� <br /> ,� �i � -� - �.- ��. � � � � � � � � ,� _ __,.� t- <br /> I) � o � --- � = ; � S LO P E ( ----�- <br /> � � <br /> � � ,_ _w�. � <br /> -�- <br /> � i� � - _ � � � - - _ - � � i _ _ ;� i � �. _ - J i `, <br /> -: :- �,'f N N � B . 6 : <br /> � � se� t _ _ __ _ _ __ � T — — Y, <br /> ; . �, <br /> j CONSTRUCTION JOINT f� � <br /> S282 f�`� I <br /> � - �� '�_ <br /> � f; <br /> � �,_ ��. � � 1 <br /> ,f <br /> � i � - EQUtPMENT PAD _ �__ <br /> � 0 1 <br /> � _ � ,--- - - - ---,�� TYP. � 1 S6�1 5285 <br /> � M i � ,.r - � ��.(� <br /> I —. ,'" � � � <br /> N �$ Q, f ` <br /> � <br /> r — — — — — � � ��� — -- - - - — — C . 1 <br /> 3�—Q3 S�OPE �T � <br /> r- � f , ; . <br /> . <br /> �.. �-- w � � <br /> . . __ __ � �� : <br /> , ._ tf o , __ :: <br /> —� . , #.� � _�� <br /> � , <br /> � <br /> I� �" � ' ' �'j � TYP 5 <br /> I � , .� � .�` t ( )� <br /> — — — il = �' �:vd �r,� l 5 _ 0 1 S61 S28� � <br /> , „ � <br /> ..�__a.__..._ ��� `: � ` <br /> " � � � 1 — TOC EL 556.00 , _ _ _ N <br /> f�, <br /> __^_______ -��, �-: 1 S61 S284 ,f � <br /> ��l �i ��T t � � - �':� <br /> j� � <br /> i� , 1 � � , <br /> �� �. �� � � � 1 S61 5503 � <br /> `� I <br /> I� f r� � I . <br /> II :` ��. � � . <br /> � � <br /> �\ � <br /> � _ /�o���� c��� <br /> � >���� �e�� � � � <br /> �{ . i � , <br /> �. �` ,Q <br /> ' �._ �� � �� --�- � �k . ���� � , � <br /> �n_ .__ � _ � <br /> r ' TQC EL 556.00 �Y � µ � <br /> � ¢a r�s � �� . <br /> ' � � , <br /> , . . <br /> ' f <br /> � ----�-- — — --- _ �—°' � . __ __ __ ____ � �°�° — -- — �-- — — --- _ �-- -- - - -- - �L � <br /> . , <br /> � . . � . . ... : .�. SLAB SHALL B E <br /> FLAT AS REQUIRED o • <br /> T -- F0R EQUIPMENT --- r �.._�_ ._.___��.�.__.._�..�_....,._w�._.�� <br /> ( <br /> � COLUMN FOOTING 3'-�" SQUARE SEE DETAIL 6 � � <br /> 3 �—_� *,f 1�'',"—�C f•t:��� . <br /> F I R ST F�0 0 R P �A I� 0(� S285 FOR MORE INFOR��iP,TiON (TYP FOUR � � �� '`{ � `` <br /> LOCATIONS) <br /> — — - „ , „ � � � � �,`�,%�� ,�`���_., <br /> SC ALE: 1 /4 = 1 —0 � � � ; ,;� �;.� <br /> n.,,, t <br /> i 9/�lj,��\ ^`' r��,,a� �,� . . <br /> 3 � <br /> � € � � �"'� <br /> � E �������� �,,%` ,�, <br /> { s, ,., �,�.,..�`�� <br /> � �, � � <br /> � � �� <br /> '" ;; �'',Y <br /> � r /" fa <br /> e i �`'�%f /`` , /'`•,i <br /> � ri � <br /> � � ��r 1'� `,�, i�; '` <br /> L <br /> o — �� ---- <br /> � � f� � � ��,,. <br /> C <br /> T <br /> �� <br /> n K EY P LA�I <br /> � <br /> ' � SCALE: NTS <br /> U <br /> Q <br /> ' <br /> � <br /> O ' <br /> I <br /> j � 2� 4� U� <br /> � SCALE <br /> 'a 1/4„ = 1'—Q» <br /> 0 <br /> J <br /> � <br /> � <br /> � <br /> N <br /> � o tantec <br /> Q 100 % DESIGN - ISSUED FOR CONSTRUCTION <br /> _1 <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> SYM REVISIQN BY APPROVED DATE SYM REVISION 3Y APPROVED DATE t j` AC C EPTAB I LITY SERGIYENKO 3.20.18 OUTDOOR STORAGE AND PROCESS AREA ORIG 3.20.18 <br /> �S���F wAs�J��-� THIS QESIGN AND/OR C HEC KED ' <br /> ,�w �ct�1, /SPECIFICATION IS APPROVED PALMER 3.20.18 FIRST FLOOR PLAN SNEET <br /> - � ,� , EN�iNEER T'r'-E WASTEWATER TREATMENT PLANT <br /> --- _ _ _ — — �0�,�� O APPREVED B'f DEPT. DATE PERKENS 3.20.18 � S� � <br /> C HEC KED <br /> WEAKLEY 3.20.18 BUILDING 45'OV <br /> I O `' �"`` w APPROVED JOB N0. GOMP N0. <br /> — — _,. . ,� <br /> , _ �'�S,�EGr sT�a�°��� WEAK LEY 3.20.18 <br /> -- --- sION.�L �� APPROVED DWG N0. <br /> HARR�s 3.20.18 STRUCTURAL MASTER EVERETT, WA 45-08-1 S61 <br />