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�
<br /> 6 5 4 � 2 1 �
<br /> GEf� ERA� �IOTES .
<br /> 1. VERIFY ALL EXISTING CQNDITIONS BEFORE COMMENCING WORK.
<br /> NOTIFY THE ENGINEER IN WRITING OF ANY EXISTING CONDITIONS �
<br /> THAT DIFFER FROM THOSE SHOWN ON THE DRAWINGS.
<br /> 2. DRAWINGS SHALL NOT BE SCALED. GRAPHIC SCALES ARE
<br /> INCLUDED ON THE DRAWINGS FOR CONVENIENCE ONLY. WHERE
<br /> DIMENSIONS SHOWN IN THE DRAWINGS CONFLICT, LARGER SCALE
<br /> DRAWINGS SHALL HAVE PRECEDENCE.
<br /> 3. PART}TIONS ARE PARALLEL OR PERPENDICULAR TO COLUMN LINES '�
<br /> 3 UNLESS NOTED OTHERWISE.
<br /> 1 A10 A60 1 4. NOiES TO "ALIGN" SHALL MEAN TO ALIGN THE FINISHED FACE OF '
<br /> 1 A10 S450 THE PARTITION OR OTHER ITEM WITN THE ADJACENT FINISH FACE
<br /> OF THE EXISTING ELEMENT, UNLESS DE7AILED OTHERWISE. SUCH ;
<br /> 74'-0� ALIGNMENTS SHALL HAVE PRECEDENCE OVER DIMENSIONED
<br /> LOCATIONS.
<br /> 18'-11 /2" 18'- 2" 18�-11 1/2" 15' 0 /4"
<br /> 5. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION AND
<br /> 36'-1" COORDINATION OF THE WORK OF ALL TRADES, TO ASSURE
<br /> COMPLIANCE WITH THE CONTRACT DOCUMENTS.
<br /> 21'-5 1/2" 6. SEE GENERAL NOTES AND CONSTRUCTION NOTES ON INDIVIDUAL -
<br /> DRAWINGS FOR ADDITIONAL REQUIREMENTS. `
<br /> . + + + + . + + + � � � + . � + � .. + . � .. + � + + + � � �
<br /> 10'-6" `
<br /> � � � _ � + + + � + + + t + t + + { • + + � + + � + � a ¢ • + + 7. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH UNLESS �
<br /> , � « . . , + + , .. , .. t + � .« + + . ,. .. + , , . � , � + .«
<br /> 3'- " OTHERWISE NOTED.
<br /> EY WASH�SHOWER
<br /> ST ION— W� OVERHEAD ROLLUP DOOR W3
<br /> _- W2 A
<br /> � BUILDING D E S K
<br /> SUMP (P-801, _ � � 30X60
<br /> � r � 1--UVL ,
<br /> ) BOLLARD, IYP., ,�,
<br /> Q;
<br /> � B � SEE o \ M
<br /> ;r, � , � � �- � O F F I C E�.C O N T R O L R O O M r
<br /> `° � 16'X20'
<br /> CAUSTI TANK AGID TANK 1 A10 C500 a, � 1 1 A4 NG PAD 3�X11'-6"
<br /> 200 GAL R
<br /> (T- 30) tT- �0) S12 I U .
<br /> � PAC �TANK SULFIT� TANK ' '�
<br /> �n 100 —
<br /> �" (T- 40) HYDROGEN PEROXIDE
<br /> � t�- 20) TANK 1 A10 A11 Q
<br /> �' , S� „ 4 � � � X � ESK � CONSTRUCTIOf� I� �TES
<br /> N 5 -$ t/2 � g � „ � � 30X60 �
<br /> 2 � � � � S1, S6 W2 � 1� REMOVE EXISTING WIND�W. �,
<br /> 1A10 A502 S10 S11
<br /> i, �
<br /> w -- � REMOVE AND SAVE EXISTING DOOR, FRAME �
<br /> = p S� 0 AND DOOR HARDWARE BETWEEN MCC AND
<br /> ' � � � �s'-o" PROCESS AREA. :
<br /> i � . .. . . . . . . . . .
<br /> � � ) U
<br /> SLOPED S� F 6 -� CABINETS, SEE 2 3� REMOVE WALL BETWEEN OFFICE AND MCC
<br /> ASPHALT DRIVE 1A1Q A504 ROOM TO RELOCATE EXISTING DOOR, FRAME
<br /> �
<br /> � AND HARDWARE. COORDINATE W/
<br /> N SINK MECNANICAL AND ELECTRICAL.
<br /> FILTER PRESS �
<br /> (F�T-s�o} - � SEE MECHANICAL DRAWINGS FOR
<br /> BOLLARD> nP., BACKGROUND CHANGES ASSOCIATED WITH
<br /> ; SEE ,� MECHANICAL EQUIPMENT IN PROCESS AREA.
<br /> ; .
<br /> ' 1 A10 C50Q S�oPE s� _ 2 �
<br /> EYEWASHfSHOWER � MCC 2 5� CORRECTED DOOR LOCATION. =
<br /> ; 1 S2 STATION - S 0 S20 � 16 X 10 1 A10 A60
<br /> � 1A10 A60 PROCESS AREA � 11 B4 x � GORRECTED SECTION CUT LOCATION.
<br /> 11A1 � �� � � 7 VERIFY 1 HOUR FIRE SEPARATION WALL
<br /> � O V E R H E A D R O L L U P D O O R A N D H O O D 16 -0 � �
<br /> ; CONSTRUCTION FOR EXISTING WALL AND
<br /> ' 5'-7 1/4" 6�_��� B PENETRATIONS. REMOVE EXISTING �
<br /> , j N D NQNCOMPLIANT WALL ASSEMBLY AND
<br /> � U PENETRATION INSTALLATIONS. ,
<br /> P FUTURE CANOPY g�
<br /> Q (OWNER PROVIDED) 8 ' REMOVE AND SAVE EXISTING DOOR, FRAME
<br /> AND DOOR HARDWARE BEfWEEN OFFICE �
<br /> POLYMER S UDGE PUM p� C AND PROCESS AREA.
<br /> 17'-0 1/2"
<br /> � 4 coNc
<br /> TA L
<br /> "' . X7.7
<br /> �� �r, SLUDGE HOLDING - 10
<br /> 3 COUNTER-TOP
<br /> TANK 5 0o cA� MAINTENANCE AREA .
<br /> 16'X23.5� SHELVES
<br /> 11C4 �
<br /> 6'-9 1/4" �p " /- o
<br /> _��
<br /> DEFOAMER F M �
<br /> OSI DR, M DESK
<br /> MIX TA �ZONE (OWNER PROVIDED)
<br /> S
<br /> ? MIX TANK MIX TANK �i �
<br /> � #1 10 0 GAL �2 10 0 GA� (T- 3 300 GAL � �
<br /> � — - - (T- 10) � P 401 M � •
<br /> � �
<br /> �- K EY P �A�l
<br /> � � � � �. - .� _ �
<br /> i � ;' � �=T_ _� ' � rn
<br /> � "' � � RjF OWNER FURNISHED
<br /> -5 1/2" 7'- ' S'-8 1/ „ g'-3 1 2 7'-� - /4" 4'-6 1/2"
<br /> s2o 4, 2, � 2, 4, 8,
<br /> 3
<br /> D
<br /> ,
<br /> � 7 1/2" 1�-3 1/4" SCALE: 1/4"=1 '-0"
<br /> j CAGED LADDER 4 CONCREfE,� 5 `
<br /> � ABOVE
<br /> /� SEE CIVIL �
<br /> 1A10 A60 �I RST F�00 R P �A�I � I 1A10 A110 3
<br /> � _ „ , ,, ta nte c a
<br /> � 100 /o DESIGN ISSUED FOR CONSTRUCTION SCALE: 1/4 -1 -0 iv 1A10 A502 ,0�-6�� REMOVAL N ,:
<br /> �
<br /> �
<br /> Q
<br /> SYM REVISION BY APPROVED DATE SYM REVISION B`( APPROVED QATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ACCEPTABILITY SERGIYENKO 3.20.,8 FIRST FL�OR PLAN `�
<br /> 1 U677 THIS DESIGN AND/OR CHECKED 3.ZO.�H o
<br /> A WWTP-ISSUED FOR CONSTRUCTION RECORD 10011818 URS GEMZA 11.14.12 ����S��R��' SPECIFICATION IS APPROVED W�KLEY 3.20.18 SHEEf �
<br /> 8��`��� R��I���� APPROVED BY DEPT. DATE NAVARRQ 3.20.�8 TITLE WASTEWATER TREATMENT PLANT �
<br /> B WWTP - MODIFICATIONS MWH NAVARRO 12.05.16 1 A 10 R
<br /> ,�-
<br /> � � MINNICK 3.20.18 M
<br /> ����L�s� �°u � B U I L D I N G 45-08 JOB N0. COMP N0. �
<br /> sTax�� oF wasxsx�xorr APPROVED
<br /> �� ` WEAKLEY 3.20.18 Y
<br /> � � � � ,aPPRovE� ARCHITECTURAL MASTER COL. A-D 1 -6 EVERETT, WA °wc No. 45-OS-1A10R
<br /> NARRIS 3.20.18 �
<br />
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