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— FOR SIZE AND COVER MATERIAL
<br /> (IF APPLICABLE) SEE SEE NOTE 1
<br /> DETAILED DRAWINGS -
<br /> USE WSTP WHERE 16 GA TIE WIRE TYP � �"�
<br /> APPLICABLE TIE @ EVERY THIRD � �
<br /> SEE TOP BARS INTERSECTION MIN
<br /> NOTE 1 ' ' ' ' •� • • • • • • � 3" (MEN) ALL AROUND ,
<br /> . . . . . . . . . . . . ~
<br /> . . 1:1 -� EQUIPMENT BASE
<br /> ,-� ' ' ' ' • • • • � TOOLED EDGE � 1 1/2" NON-SHRINK
<br /> � — GROUT
<br /> 12� SLOPE AS •
<br /> SEE NOTE 2 STEEP AS �2�� � _ • _ • _ ° �4 CLOSED HOOPS � 12" ALONG PERIMETER BOTTOM
<br /> POSSIBLE SEE NOTE 2 Q � � � o ' � � o SEE NOTE BARS
<br /> � ''o ' � , ' ROUGHEN AND
<br /> - ' o � ' CLEAN FOR BOND
<br /> FOR DEPTHS BEfWEEN T AND 2T , , ' , ,
<br /> , ' v , ' v , - v . � v
<br /> STRUCTURE Q o o � ' o o ' , � o � o a .�:• . . ?,..
<br /> WALL � , � • , r
<br /> � SUMR OR -- "~� ��
<br /> .��� �
<br /> �.r y
<br /> - - `� + -, TRENCN „
<br /> �� DRiLL & GRQU1� 2
<br /> - - - - -'�-, - - ADDITIONAL 5 3 BARS INTO SLAB - CLEAR FOR WIREp CONCREfE BLOCK
<br /> CLEAR FOR SUSPENDED BOTTOM BARS SUPPORT
<br /> � ��� RE�NFORc� � S285 S283 SLAB ON GRADE
<br /> % '� NOTES:
<br /> AS REQ FQR E(�UIP S�B SEE NOTE BELOW
<br /> --- - -.7.�—(- - - � .
<br /> - - %�� �' 1. BAR SIZE SHALL MATCH
<br /> NOTE:
<br /> � SLAB TOP BAR SIZE NOTE: METAL BAR SUPPORTS, fF USED IN SEABS NOT QN GROUND,
<br /> SHALL NOT MAKE CONTACT WITH FORMS
<br /> 2. BAR SIZE SHA(�L MATCH #5@112" OR AS REQUIRED -
<br /> SLAB BOT(OM BAR SIZE TO DEVELOP ANCNOR BOLTS �.,
<br /> s -.
<br /> I �IFORCING AT SUMPS ,
<br /> A�ID TRE�ICHES � EQUIPNIENT BASE
<br /> S5o3 5285 2 REI �IFORCENIE�IT SUPPORT 3 .
<br /> 1S61 S285 S503 S285
<br /> ,�.
<br /> (4) #4 VERTICAL BARS WITH (4) #4 VERTICAL BARS WITH
<br /> . HOOKS QN EACH END (1) AT HOOKS ON EACH END (1) AT ,
<br /> EACH ANCHOR BOLT EACH ANCHOR BOLT
<br /> (8) �7 VERTICAL BARS (8) #7 VERTICAL BARS
<br /> Tl'PICAL SLAB . . �4 CLOSED TIES � � �4 CLOSED TIES
<br /> REINFORCING EXTENDS @ 6° SPACING C� 6" SPACING
<br /> THROUGH FOOT(NGS ' S�qg •
<br /> TYPE 1 �J� • • • .
<br /> �� �-.�
<br /> 5285 5401 • • • • ' f' ,
<br /> . . . . . .
<br /> NOTE: TYPICAL SLAB AND WALL
<br /> REINFORCEMENT IS NOT SHOWN "
<br /> � � FOR CIARITY.
<br /> 6 �
<br /> ,
<br /> S285 N
<br /> �� #5 � 6" EW WALL
<br /> � � BOTfOM OF FOOTING
<br /> . . . . . .
<br /> BASEPLATE 16°xi6"x1/4" � `
<br /> ,�.,
<br /> r::��,.
<br /> COLUMNS EAST OF GRID LINE B.6 CQLUMNS WEST OF GRID LINE B.6
<br /> �IOT USED 4 CO �� M �I BASE DETAI � 5 CO �U �I �1 BASE SE�TIO �I
<br /> 6
<br /> — S285 --�
<br /> 1S61 S285 S285
<br /> �
<br /> ; . -
<br /> i:
<br /> �. �::,
<br /> CAST IN PLACE ANCHORS QR DRILL �
<br /> AND GROUT ANCHORS (SEE TABLE)
<br /> EQUIPMENT BASE ANCHORAGE REQUIREMENTS
<br /> �:� (EQUIPMENT NOT SHOWN FOR CLARITY)
<br /> n
<br /> 1 1/2 NON-SHRINK GROUT (MAXIMUM) TAG ID QUANTITY DIAMEfER EMBED ANCHOR ROD MATERIAL
<br /> MIN
<br /> EDGE
<br /> NOTES
<br /> DISTANCE
<br /> � ' • _ ' o , o
<br /> W 0 v � . - • _
<br /> m - o '� � � � ° ° . 8 1 1/4" 12" ASTM A 193 G�ADE B7 12" MEDIA FILTER SKID
<br /> wp p ' - p � � a � d v Q - V ` — �.
<br /> a � . v
<br /> ' • � _ � . � ' P � Q 9 0 ' - � 8 3/4" 13}' ASTM A 193 GRADE D7 4 1/2�' A!R STRIPPER
<br /> I � ° . . . ' , . � ` �
<br /> . f-,,
<br /> � o , - o . � � � � P 10 5 f�" �" ASTM F1554 GRADE 36 8" PROCESS TANKS
<br /> i p � v Q � ; p o Q � ; p o � - p o Q _ „ ,
<br /> i ' ' ' ' 8 1 1/4" 14" ASTM F1554 GRADE 55 12 C(ARIFIER, CAST iN PLACE ANCHORS •.•
<br /> � HEX HEAD ON CAST IN PLACE ANCHORS ME-060 12 1" 10'� ASTM F1554 GRAI�E 55 12" INDOOR CRANE, DRILL AND GRQUT ANCHORS �
<br /> , NOTES ME-061 12 1" 10" ASTM F1554 GRADE 55 12" OUTDOOR CRANE, CAST IN PLACE ANCHORS
<br /> i 1. GROUT SHALL BE AS SPECIFIED PER SECTION 03 60 00 GROUTING. T-310 4 (MlN) 5/8" (MIN) � 6° ASTM F1554 GRADE 35 12" S
<br /> EE NOTE 4
<br /> 2. ANCHORAGE REQUIREMENTS BASED ON 90 PERCENT DESIGN PACKAGE. SUBMIT ALL —�
<br /> CHANGES IN EQUIPMENT WEIGHTS AND GEOMETRY TO THE ENGINEER FQR REVIEW PRIOR
<br /> ; TQ INSTALLATION OF ANCHORAGE.
<br /> .� •-:
<br /> . �.,
<br /> � 3. ANCHOR ROD MATERIA� ASTM F1554 GRADES SHOWN ON THE ANCHORAGE REQUIREMENTS
<br /> r.
<br /> � TABLE ARE A MINIMUM.
<br /> 4. REQUIREMENTS FOR T-310 ASSUME (4) ANCHORS, ALL ANCHORAGE LOCATIONS PROVIDED
<br /> IN THE TANK SHALL BE ANCHORED TQ THE CONCREtE FQUNDATION, ANCHQR DIAMETER '
<br /> SHALL BE NOT LESS THAN 1/16" LESS THAN THE DIAMETER OF THE HOLE PROVIDED IN
<br /> THE TANK ANCHORAGE TAB.
<br /> � EQUIPME�IT Af� CHORAGE
<br /> �
<br /> M511 5285
<br /> 100% DESIGN - ISSUED FOR CCJNSTRUCTIQN ��: ���
<br /> t
<br /> ant
<br /> e�
<br /> �
<br /> � :
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE '- "
<br /> CURRENT REl/ISION SYMBOL DATE
<br /> E. �, ACCEPTABILITY PERKINS 3.20,18 •
<br /> ��� ��8,��. THIS DESIGN AND/OR CHECKED C�NCRETE DETAILS oR►c 3.20.�8 ^
<br /> ��,� �Y SPECIFICATION IS APPROVED PALMER 3.20.18 SHEE7 N
<br /> GIN TITLE
<br /> _ BO�,��� `� aPPRovEQ 3Y oEP-r. �ArE PERKINs 3.20.18 WASTEWATER TREATMENT PLANT =
<br /> CWHECKED �2 8 5 '-il
<br /> � �O� � 53058 4 ,�,� APPROV D 3 20 18 B U I L D I N G 45 08 JOB N0. COMP N0. �
<br /> , e4's BoraTBR$ �� WEAKLEY 3.20.18
<br /> I `�IUNAL �� APPROVED _ � ,. �::,
<br /> DWG N0.
<br /> ' � NARRis 3.20.�8 STRUCTURAL MASTER EVERETf, WA 45-08—S285 '
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