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A <br />OUTLET <br />N <br />x <br />T <br />ESIGNED BY: <br />I <br />- <br />EXCAVATION SPECIFICATIONS <br />LL <br />TANK CAP. <br />WIDTH. <br />I 24"9) ACDCESS <br />DEPTH <br />87" <br />I I <br />GAL. <br />610" <br />I _ I <br />6'-" <br />1500 <br />0AL. <br />6'—fi' <br />I <br />r-1 <br />I I <br />I I <br />� � I <br />I � <br />6'-9" <br />PLAN VIEW <br />LONGITUDINAL SECTION A -A <br />C & o IenloinrEMRnvQ <br />w��a.rr�w ora. t.nw ,a•u+e <br />TANK <br />*ACCESS <br />LID. <br />BUTYL ROPE <br />24"0 ACCESS 'i MASTIC, <br />LID (1 REO'D <br />it T1 <br />a, . <br />YP, 2..0 <br />.i INLET I �� VENT <br />T '1 <br />FOR: <br />P & L C ONC. PRODUCTS <br />1900 ROOSEVELT AVE. <br />ESCALON CA. 95320 <br />I I <br />1 ` J 17" <br />I <br />BOTTOM BOTTOM - <br />EXCAVATION SPECIFICATIONS <br />of <br />TANK CAP. <br />WIDTH. <br />LENGTH <br />DEPTH <br />87" <br />1200 <br />GAL. <br />610" <br />6" <br />6'-" <br />1500 <br />0AL. <br />6'—fi' <br />11-6 <br />I <br />6'-9" <br />"1,800 <br />GAL, <br />7'-6" <br />13'-0" <br />6'-9" <br />DIMENSION <br />SPECIFICATIONS <br />A <br />CAPACITY <br />A <br />B 1 C <br />D E <br />F G <br />INLET <br />1,200 GAL <br />48" <br />50"1 33" <br />1 E. 7" 124" <br />1,500GA <br />52" <br />2"1 126" <br />TANK <br />*ACCESS <br />LID. <br />BUTYL ROPE <br />24"0 ACCESS 'i MASTIC, <br />LID (1 REO'D <br />it T1 <br />a, . <br />YP, 2..0 <br />.i INLET I �� VENT <br />T '1 <br />FOR: <br />P & L C ONC. PRODUCTS <br />1900 ROOSEVELT AVE. <br />ESCALON CA. 95320 <br />I I <br />1 ` J 17" <br />I <br />BOTTOM BOTTOM - <br />of <br />of <br />INLET <br />OUTL"ET <br />54,'t <br />5 " <br />87" <br />55" <br />b7" <br />5s" <br />J K L <br />55" 50 60" <br />60" 1 54 687 <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 />ive strength 3000 PSI at <br />L <br />28 days. <br />H. Reinforcing bar intermediate <br />grade ASTM A615. <br />3: ki <br />4. All dimensions + or -, not to <br />be used '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 />1,200 GAL. TO. 1,900 GAL. CAP. <br />PRECAST STANARD SEPTIC TANKS <br />DATE: 5.15.87 <br />SCALE, 1/2 I=0" <br />DRAWN: DLS MP <br />JOB # "086 REVISED DATE <br />SHEET lof 5 <br />