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<br /> '1500 GALLON SUITABLE BASE OF COMPACTED SOIL �,°•• rc _, _w�f [ ry.a°o°-°a°a°. ",, _.. ,�.. : . __ Fr
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<br /> ° CIVIL PLANS ;. 1 fTYP;). �'` j11 a SLOPE 2%
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<br /> " „'"�— MECHANICAL ENGINEERING
<br /> �,>,
<br /> : -"_ --_- __ _,_.__ ._. w__. � 531 Encinitas Blvd Ste 104
<br /> STANDARDI
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<br /> • C Encinitas CA 92024
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<br /> x RE D DEPTH I ©marks architects 2020
<br /> Q' ,I L ALL REPORTS, PLANS AND
<br /> �- GCO DOCUMENTS PREPARED BY MARKS
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<br /> ��---1!!Mr__% '6029Effi _.a- 1.___...._._�.. _, - �E)4"W.., r _ 1 l., r,/ _(E)4"W_�11 (�P) p AND ISINTENDED OF
<br /> MARKS ARCHITECTS
<br /> —— ————-- -- - i i PREC45T , I ': �, (/ FOR USE FOR THIS
<br /> I SPECIFIC PROJECT ONLY.
<br /> OPERATING CAPACITY: 1 500 GALLONS. :< . : _ POC PERJ SAMPLE BOX I
<br /> tl ` CIVIL PLANS
<br /> 11 � d,, I
<br /> i f; 5'-10 1i, PLANNING SUBMITTAL 11.15,19
<br /> 1 I DESIGN LOAD: H-20 TRAFFIC WITH DRY SOIL CONDITIONS � I €
<br /> Q (WATER LEVEL BELOW TANK) AND 1'-6' EARTH COVER. w ,'' A': Q
<br /> Vie , 5'-7" � }a
<br /> SUITABLE SUB-BASE BEDDED WITH GRANULAR MATERIAL SHALL -- I I
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<br /> * PER CPC 2019 TABLE 10-3 "GRAVITY GREASE INTERCEPTOR SIZING": 37 DFU(S) REQUIRES "' ®pSc�a°Q D .ow�
<br /> 1 ,250 GALLON UNIT. 1,500 GALLON GGI PROVIDED.
<br /> 15107 OLD HARLAN RD
<br /> LATHROP CA
<br /> 21111
<br /> GREASE INTERCEPTOR CALCULATION
<br /> pA p �±
<br /> NO SCALE PLUMBING
<br /> " SITE PLAN
<br /> 1
<br /> PLUMBING SITE PLAN ____ -
<br /> 0
<br /> SCALE: 1" = 10' - 0" 0 sw 10, 15'
<br /> SCALE 1"= 10' - 0"
<br /> . NORTH p 1 0
<br />
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