Laserfiche WebLink
mi <br />v <br />W <br />F <br />Q <br />P <br />Q _ <br />J <br />W <br />ui <br />8 <br />oa <br />SEE 51TE PLAN <br />LENGTH OF UGST <br />MIN. <br />7 <br />UGST �---- <br />TANK ACCESS GONERS ------ <br />SEE <br />-.SEE TANK DETAILS --- -�.\ <br />. cl <br />�..,./ <br />(J24�Q <br />EDGE OF CONC. TANK GONER SLAB <br />UG5Td <br />I <br />UG:ST_GONC. GOvER SLAB- SURF4C:E FPLAN <br />.2'-0_ <br />TANK DATA: DIAMETER <br />=8.1' <br />(Y- <br />LENGTH <br />MIN. <br />TANK COVER SLAB SHALL LIE IN <br />— <br />-- <br />Z f <br />=16604CF <br />1 0.7k <br /><p <br />A PLANE TILTED 70 SLOPE FOR <br />l <br />l_ <br />F <br />Z <br />.I <br />ADEQUATE DRAINAGE. <br />2. <br />CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. <br />2'-m' <br />MIN. <br />�8' CONC. SLAB <br />c�a <br />TYPICAL <br />SECTION A-" <br />LENGTH OF UGST <br />rXTRA <br />2 ^4x48'•48° EW <br />0 12' O MAX <br />ACCESS. <br />T <br />I, FORMS FOR THE EDGES OF GONG. <br />TANK DATA: DIAMETER <br />=8.1' <br />Q <br />LENGTH <br />U <br />TANK COVER SLAB SHALL LIE IN <br />1. <br />ALL GOVER5 , GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. <br />Z f <br />=16604CF <br />1 0.7k <br /><p <br />A PLANE TILTED 70 SLOPE FOR <br />l <br />l_ <br />F <br />Z <br />.I <br />ADEQUATE DRAINAGE. <br />2. <br />CONCRETE SLAB SHALL HAVE A HEAVY BROOM FINISH. <br />LLI <br /><( <br />IY <br />2. SET ALL TANK ACCESS COVERS 1' ABOVE <br />3. <br />CONCRETE SLAB TO BE SEALED. <br />=Z <br />-A"f <br />n <br />(yTEP <br />PLANE IN NOTE I, ABOVE. <br />(y- <br />1, jjj; <br />q <br />4. <br />UPPER STEEL REBAR SHALL BE SUPPORTED BY 6' CHAIRS (DOBE). <br />3, GONG, SURFACE SLOPE FROM THE <br />W <br />RIM OF ABOVE ACCESS COVERS TO <br />5. <br />API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL END MAN"OLE <br />1 <br />THE SLAB PLANE SHALL BE 'ix'IS)PERFOOT <br />IN ALL DIRECTIIONS <br />6, <br />TANK SLAB TO EXTEND 2'-0' MINIMUM OUT FROM EDGE OF TANKS. <br />J <br /><j <br />4, SEE SITE PLAN FOR THIS JOB <br />t <br />VARIANCES. <br />U.. <br />t <br />111 <br />0 <br />' <br />11 <br />CLIP CORNERS OF SLAB <br />IN CONTACT WIT" A.C.PAViNG, <br />TYPICAL <br />PLANE OF GONG TANK COVER SLAB <br />(TOP SURFACE) <br />2.-0. <br />MIN. <br />EXTRA <br />8. •4x'12' <br />LARGER THAN 12' <br />UG-sST._._GONC. COVER_ SLAB F?EINFORGINCx PLAN <br />MAX <br />SUBMERGED EMPTY TANK STABILITY CALC <br />XI' <br />TANK DATA: DIAMETER <br />=8.1' <br />Q <br />LENGTH <br />=32.3 <br />F <br />VOLUME <br />O UM <br />=12000 GAL. <br />Z f <br />=16604CF <br />1 0.7k <br />H <br />V <br />l <br />•4 A 12 EW <br />0 <br />1 I ' <br />CLIP CORNERS OF SLAB <br />IN CONTACT UJITFI A.C.PAVING, <br />TYPICAL <br />CONCRETE SLAB: <br />VOL=0.67'x1 2'x36.3'=292CF <br />BUOYED WT=150-62=88PCF <br />TOTAL WT=292x88=25.7k <br />OVERBURDEN (PEA GRAVEL) <br />d =4.17-0.67=3.50- <br />H =(D/2)+d=(8.1/2)+3.5=7.6' <br />Bl -AREA OF SLAB I <br />= 1 2'x36.3'=434SF <br />82=PROJECTED TANK AREA <br />=8.1x32.3=262SF <br />V =TANK VOLUME=1604CF <br />M =MANHOLE VOLUME=24CF <br />TOTAL VOLUME OF OVERBURDEN <br />=3 (B1+B2+V`81xB2)-2-M <br />=1719CF <br />BUOYED WT=120-62=58PCF <br />TOTAL OVER BURDEN WT= <br />=1791x58=103.9k <br />GRAVITY FORCES <br />CONC. SLAB = 25.7k <br />OVER BURDEN =103.9 <br />TANK = 10.7 <br />PUMPS,ETC = 0.3 <br />TOTAL =140.6k <br />BUOYANT FORCE <br />=62.4xTANK VOL=100.1k <br />GRAVITY> BUOYANT, OK <br />HOLD DOWN NOT REQUIRED <br />PLAN <br />END <br />SIDE <br />2' 32.3' TANK <br />r ----------------------I <br />„ <br />I I <br />(p n <br />TANK <br />Z f <br />j <br />H <br />V <br />l <br />l_ <br />F <br />PLAN <br />END <br />SIDE <br />SHEET <br />OF 5 <br />FILE 2282 1 <br />IY <br />,.t <br />r <br />111 <br />V <br />' <br />l_ <br />F <br />Z <br />.I <br />ul <br />.I <br /><( <br />it I <br />o <br />=Z <br />-A"f <br />n <br />(y- <br />1, jjj; <br />q <br />SHEET <br />OF 5 <br />FILE 2282 1 <br />