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SR0084253_OWTS
EnvironmentalHealth
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4200 – Liquid Waste Program
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SR0084253_OWTS
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Last modified
3/16/2022 8:15:52 AM
Creation date
3/16/2022 7:58:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
OWTS
RECORD_ID
SR0084253
PE
4201
STREET_NUMBER
2482
Direction
E
STREET_NAME
CARPENTER
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17914018
ENTERED_DATE
9/22/2021 12:00:00 AM
SITE_LOCATION
2482 E CARPENTER RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\tsok
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EHD - Public
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❑ Step 12: Set cast iron access <br />covers and Rebar <br />arrangement for top slab. <br />(rebar specifications in table <br />below). <br />Pour slab based on <br />dimensions outlined below. <br />--------------------------------------------- <br />ACCESS <br />__ ____________________iACCESS COVER ACCESS COVIR <br />I 1 <br />----- --- --------- <br />--------------------- <br />L <br />-------- <br />_-I <br />I I <br />i <br />I 1 <br />I I <br />I 1 <br />I I <br />TOP VIEW <br />*Dimensions <br />2' CLEAR <br />c_ Y CLEAR <br />3" CLEAR <br />CE14,CEN10 <br />L <br />CE30,CEN21 <br />L <br />2' <br />Lt <br />LO <br />L1 <br />2' <br />12'9" <br />15'4" <br />L1, W1 <br />37' <br />3'10" <br />4' <br />W <br />--------------------------------------------- <br />ACCESS <br />__ ____________________iACCESS COVER ACCESS COVIR <br />I 1 <br />----- --- --------- <br />--------------------- <br />L <br />-------- <br />_-I <br />I I <br />i <br />I 1 <br />I I <br />I 1 <br />I I <br />TOP VIEW <br />*Dimensions <br />2' CLEAR <br />c_ Y CLEAR <br />3" CLEAR <br />*Rebar specifications <br />CROSS SECTIONAL VIEW <br />SPECIFICATIONS <br />✓ CONCRETE STRENGTH: <br />F'c= 4500PS1, MIN. <br />✓ STEEL WIRE: <br />ASTM A615,GRADE 60 <br />NEW DEFORMED BARS. <br />CE14,CEN10 <br />CE2I,CEN14 <br />CE30,CEN21 <br />L <br />21'1 <br />24'3" <br />27'4" <br />LO <br />91111, <br />12'9" <br />15'4" <br />L1, W1 <br />37' <br />3'10" <br />4' <br />W <br />17' <br />176" <br />18'6" <br />WO <br />5'9" <br />6' <br />6'6" <br />H <br />9'5" <br />9'9" <br />10'3" <br />HO <br />6'5" <br />6'9" <br />73" <br />*Rebar specifications <br />CROSS SECTIONAL VIEW <br />SPECIFICATIONS <br />✓ CONCRETE STRENGTH: <br />F'c= 4500PS1, MIN. <br />✓ STEEL WIRE: <br />ASTM A615,GRADE 60 <br />NEW DEFORMED BARS. <br />-)2 <br />CE14,CEN10 <br />I CE2I,CEN14 <br />I CE30,CEN21 <br />Slab <br />Top reinforcing <br />#4@12 -inches O.C.Each way <br />t: 1'2" <br />Bottom reinforcing <br />#7@6 -inches O.C.Each way <br />Base <br />Pre -cast concrete <br />Thickness: 8" <br />-)2 <br />
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