Laserfiche WebLink
A <br />OUTLET <br />0 <br />EXCAVATION SPECIFICATIONS <br />BOTTOM <br />BOTTOM' <br />DATE: 5.15.87 <br />SCALE' 1/2"=1=0" <br />Of <br />24"9) ACCESS <br />TANK CAP. <br />WIDTH. <br />I <br />I <br />INLET <br />OUTLET <br />I _ <br />I l <br />61-0" <br />- <br />- _ I_ rt <br />5 " <br />15. GAL. <br />I <br />I I <br />I I <br />I <br />11 6" 6'—g" <br />57" <br />0 <br />EXCAVATION SPECIFICATIONS <br />BOTTOM <br />BOTTOM' <br />DATE: 5.15.87 <br />SCALE' 1/2"=1=0" <br />Of <br />of <br />TANK CAP. <br />WIDTH. <br />LENGTH DEPTH <br />INLET <br />OUTLET <br />1200 GAL. <br />61-0" <br />•6' 6- <br />bb" <br />5 " <br />15. GAL. <br />6'-6 <br />11 6" 6'—g" <br />57" <br />55� <br />-1.900 GAL. <br />7�-6" <br />13'-0" 6'_9" <br />5T' <br />55" <br />DIMENSION <br />SPECIFICATIONS <br />A CAPACITY A <br />B C <br />D E F G <br />H J <br />K L <br />INLET 1,200 GA 48 <br />50' 33" <br />67" 124" 38" 72" 3 <br />55 <br />50" 60" <br />1,5006A 52 <br />54 32" <br />72" 126" 38" 78" 3 <br />60" <br />54" 68" <br />1,900 GAL 50"d <br />a2" 37" <br />82%' 13A/2" 43" 871/9N354-61 35f- 7n" I <br />a a" I -y o <br />TANK <br />ACCES S <br />LID. <br />PLAN VIEW BUTYL ROPE <br />24"0 ACCESS i •! ' MASTIC, <br />t6" 8 LID ( I REO'0 i. <br />a�TYP. C041PARTMENT) n, :.4, <br />I <br />I I <br />�= 40 <br />20 <br />OUTL VENT <br />N <br />Te F <br />,I -%I I Il BAFFLE <br />4°0 TYP, 2" 0 <br />INLET n _ I VENT <br />OPTIONAL — — — — — I � — — — — <br />SIDE INLET 1 I <br />fl OUTLET <br />I <br />6 A m 1__.\ - <br />BID. <br />C 0/31—�- a D=(2/3) 7, <br />E <br />LONGITUDINAL SECTION A -A <br />NOTES <br />1. Structural Calculations avail- <br />able upon request. <br />2. Material specificationst <br />A.. Concrete, Portland Cement <br />D Type II,, Minimum compress- <br />ive strength 3000 PSI at <br />L <br />28 days. <br />B. Reinforcing bar intermediate <br />grade ASTM A615. <br />-3. <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 —B <br />ESIGNED BY: <br />�C&Q ENGINEERING <br />FOR: <br />PBL CONC. PRODUCTS <br />1900 ROOSEVELT AVE. <br />E S CA LO N CA. 95320 <br />1,200 GAL. TO.1-,900 GAL. CAP. <br />PRECAST STANARD SEPTIC TANKS <br />DATE: 5.15.87 <br />SCALE' 1/2"=1=0" <br />DRAWN DLS MP <br />JOB # 086 <br />REVISED DATE <br />SHEET lof 5 <br />