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<br /> _ - _ , #4 @ 10" OC. REINF PARALLEL WITH -
<br /> . � UNDERLYING WALL TO BE PLACED ABOVE �
<br /> � - ' PERPENDICULAR REINFORCEMENT (5)#5 AT EQ SPACING '
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<br /> , � - 88,_0» 76,-0» � 88'_0»
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<br /> � ( I REINF AROUND ..
<br /> � OPENING PER J/S23.
<br /> �_' - � - - J - - REINF REMAINING .
<br /> o AREA WITH #5 C� 8" ;
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<br /> �TYP - - - - - -- - - -- - - - -- - - - - - - - - - - - -- - -- - - - - - - -- - - - - -- - - - _ - _ - -_ _ - _ _ _ - REINFORCEMENT
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<br /> � DETENTION VAULT FRAMING PLAN
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<br /> _ o VAULT LID NOTES: 8. VAULT ROOF FRAMING PLAN WAS LAID'� �UT BRSED ON A 4' NOMINAL PRECAST �
<br /> PLANK WIDTH. LAYOUT5 BASED ON ALTERNATE PLANK WIDTHS SHALL BE -
<br /> � 1. FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS, SEE SUBMITTED FOR APPROVAL BY THE EN�GINEER:
<br /> ' -' DRAWING S1. ,, ..
<br /> ,
<br /> a� 9. PRECAST PLANK THICKNESS TO BE SELECTED BY MANUFACTURER BASED ON .
<br /> � 2. X'-X" INDICATES TOP OF SLAB WORKPOINT ELEVATIQN. SET SLAB TO APPLIED LOADS (12" MIN). CONTRACTOR :TO COORDINATE T/WALL ELEVATIONS
<br /> �' CONSTANT SLOPE BETWEEN POINTS OF DIFFERENT ELEVATIONS. WITH FINAL PLANK THICKNESS. ; ,
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<br /> a- 3. SEE S23 FOR TYPICAL WALL SECTIONS. SEE S22 FOR TYPICAL CONCRETE 10, CONTRACTOR SHALL VERIFY ALL DIMEN�SIONS, ELEVATIONS, FINISH SURFACES,
<br /> � DETAILS. SLOPES, DRAINS, SLAB DEPRESSIONS ETC., WI�TH CIVIL DRAWINGS PRIOR TO f
<br /> -� START OF CQNSTRUCTION. SEE ALSO CIVIL DRAWINGS FOR PIPE LOCATIONS AND
<br /> � 4. DO NOT BACKFILL BEHIND VAULT WALLS UNTIL CONCRETE OF FOUNDATION AND INVERT ELEVATIONS. '� .
<br /> � WALLS HAVE REACHED 28 DAY DESIGN STRENGTH. PRECAST LID DOES NOT ` �
<br /> �� NEED TO BE IN PLACE PRIOR T0 BACKFILL OF VAULT WALLS. 11. � INDICATES CAST-IN-PLACE, CONCRETE PORTION OF VAULT LID. � �
<br /> � ,
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<br /> i 5. BACKFILL SHALL BE BROUGHT UP UNIFORMLY AROUND THE ENTIRE PERIMETER _ ,
<br /> ` ..
<br /> � OF THE VAULT. DO NOT EXTEND BACKFILL ABOVE T/WALL UNTIL PLANKS ARE -
<br /> � IN PLACE.
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<br /> �, : 6. NEAVY EQUIPMENT SHALL NOT BE PLACED ON VAULT ROOF STRUCTURE UNTIL
<br /> � _ THE ELEVATION OF THE BACKFILL HAS REACHED THAT OF THE ROOF . . '� . .
<br /> � �, STRUCTURE. PRECAST PLANK MANUFACTURER SHALL REVIEW AND APPROVE
<br /> � � THE USE OF ANY SUCH EQUIPMENT ON TOP OF THE VAULT STRUCTURE:
<br /> c� -*�
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<br /> .� .�, 7. PRECAST HOLLOWCORE PLANK SHALL BE DESIGNED BY THE MANUFACTURER ,
<br /> � cn FOR THE FOLLOWING LOADS: �
<br /> � � ���� � � � �
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<br /> ~ o SOIL LOADS: DENSITY = 135 pcf : . ,
<br /> � � DEPTH PER GIVIL DRAWINGS (8' MAX) ', ,
<br /> � —
<br /> . � � � .
<br /> � o LIVE LOADS; AASHTO H25
<br /> o -OR- 250 PSF .,
<br /> � � ��..
<br /> � -OR- 45,000 lb LOAD APPLIED TO 18" SQ AREA _.
<br /> � m
<br /> (NEED NOT BE APPLIED SIMULTANEOUSLY) - `
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<br /> . ' � � � � � . ' . . � . . � . . . . . . . . . . . � . � . . � � . � - . . . . . . �. . . � . . . � . . . � . � . � � � ' . - . � �, . . '
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<br /> � � � . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . .
<br /> ,� , i � � , , Drawing No.
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<br /> � l o�aw� By Date SCALE C 0 M M U N ITY TRAN S IT
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<br /> r- � _ = 1601 ue, � . . " �..::�� � ����oF wesgjNc p DYL 1 5 2017 1 �
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<br /> � � ; Designed By Horiz �� I .
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<br /> � ti w asoi .� � ; ��;'� � � � � PERMIT SET S AWAY TRANSIT CENTER
<br /> GLS 1 5 2017
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<br /> �he�ked By ve� D ETE NTI O N VAU LT
<br /> " Sheet No.
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<br /> .., � L _ s G��'�' �y' APProved By Project Number X X
<br /> , ., _ � X No. Date Revision By APPr• CDO 1 5 2017 115067 ���1 V I I I V � i �/�1� of Total ; I ,',
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