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A <br />OUTLET f <br />s <br />PLAN VIEW <br />16" 1 B <br />=a.I TYP. <br />t I I 4,. 0 9--T\'2"0 I <br />OUTL i� TYPICAL VENT <br />jmmn1 <br />_1 <1 I 'i., BAFFLE <br />6 <br />EXCAVATION SPECIFICATIONS <br />TANK CAP. WIDTH. <br />LENGTH <br />DEPTH. <br />I I 24" 0 ACDCESS <br />1LI <br />I I �- <br />i� <br />I i ,'t <br />I <br />6" <br />6'-6" <br />I <br />— r I <br />I <br />11'-6 <br />1,200GA <br />I <br />I I <br />� I <br />I i <br />!3'-0" <br />PLAN VIEW <br />16" 1 B <br />=a.I TYP. <br />t I I 4,. 0 9--T\'2"0 I <br />OUTL i� TYPICAL VENT <br />jmmn1 <br />_1 <1 I 'i., BAFFLE <br />6 <br />EXCAVATION SPECIFICATIONS <br />TANK CAP. WIDTH. <br />LENGTH <br />DEPTH. <br />1,200__ GAL, 6=0" <br />6" <br />6'-6" <br />1,500 GAL, 6'-6" <br />11'-6 <br />1,200GA <br />.1,900 GAL. 7'-6 <br />!3'-0" <br />6`-9" <br />DIMENSION <br />SPECIFICATIONS <br />72° <br />'-- <br />A <br />CAPACITY_ <br />A <br />® <br />C <br />0 E <br />F <br />G <br />INLET <br />1,200GA <br />48" <br />50" <br />33 <br />67" 124" <br />36" <br />72° <br />'-- <br />1,500 GAL <br />52" <br />54 <br />32" <br />72" 126" <br />38" <br />78" <br />1,920 GAL <br />50", <br />52" <br />37" <br />82/7',138/2 <br />43" <br />87� <br />TANK <br />ACCESS <br />LID. <br />Ci- I <br />I <br />BUTYL ROPE <br />24"0 ACCESS z MASTIC, MAX <br />LID ( I REO'D LIQUI <br />COMPARTMENT') LEVE <br />4"0 TYP• 2"0 _' <br />`i INLET D�� VENT <br />OPTIONAL ` - 4-r- - - - - <br />SIDE INLET <br />8 OUTLET � [ I17" <br />' B0. <br />7' C.= (I/ j) 5' 9 D= (2/3) __ 7 <br />E <br />LONGITUDINAL SECTION A -A <br />CD <br />J K I L <br />56" 50" 60" <br />60" 54" 68" <br />NOTES <br />1. Structural calculations avail- <br />able upon request. ' <br />2. Material specificationse <br />A., Concrete, Portland Cement <br />D Type II, Minimum compress - <br />L ive strength 3000 PSI at <br />28 days. <br />B. Reinforcing bar intermediate <br />grade ASTM A615. <br />3. Arur.at <br />4. All dimensions + or - not to <br />be ilsed'for- construction pur- <br />poses unless certified. <br />5. Precast unit.to be.placed on <br />natural soil or approved <br />compacted fill. <br />6.. Standard ground water seal - <br />butyl rope mastic or cement <br />mortar. <br />All systrms to be installed <br />in accordance with the Manuel <br />of, Septic System Practice and <br />the Uniform Plumbing Code. <br />SECTION B-8 <br />ESIGNED BY: FOR: <br />- - DATE: 5.15.67 <br />P&L CON C. PRODUCTS 1,200 GAL, 70. 1,900 GAL.. CAP. SCALE: 1/2"=1L0" <br />C&0 ENGINEEFtINC3 1900 ROOSEVELT AVE. PRECAST STANARD SEPTIC TANKS DRAWN& OLS MP <br />ESCALON CA. 95320 <br />yrJ JOB 11,086 REVISED DATE <br />SHEET. lof 5 <br />BOTTOM BOTTOM <br />Of <br />of <br />INLET _ <br />i <br />OUTL'ET- <br />5.b <br />57 <br />5S` <br />57" <br />J K I L <br />56" 50" 60" <br />60" 54" 68" <br />NOTES <br />1. Structural calculations avail- <br />able upon request. ' <br />2. Material specificationse <br />A., Concrete, Portland Cement <br />D Type II, Minimum compress - <br />L ive strength 3000 PSI at <br />28 days. <br />B. Reinforcing bar intermediate <br />grade ASTM A615. <br />3. Arur.at <br />4. All dimensions + or - not to <br />be ilsed'for- construction pur- <br />poses unless certified. <br />5. Precast unit.to be.placed on <br />natural soil or approved <br />compacted fill. <br />6.. Standard ground water seal - <br />butyl rope mastic or cement <br />mortar. <br />All systrms to be installed <br />in accordance with the Manuel <br />of, Septic System Practice and <br />the Uniform Plumbing Code. <br />SECTION B-8 <br />ESIGNED BY: FOR: <br />- - DATE: 5.15.67 <br />P&L CON C. PRODUCTS 1,200 GAL, 70. 1,900 GAL.. CAP. SCALE: 1/2"=1L0" <br />C&0 ENGINEEFtINC3 1900 ROOSEVELT AVE. PRECAST STANARD SEPTIC TANKS DRAWN& OLS MP <br />ESCALON CA. 95320 <br />yrJ JOB 11,086 REVISED DATE <br />SHEET. lof 5 <br />