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11 <br />(n <br />C <br />Ur ST .___ <br />L - I <br />TANK ACCESS GONERS <br />SEE TANK DETAILS <br />oe�Q. <br />EDGE OF GONG. TANK <br />CONER SLAB <br />UG-TST GONG. <br />COVER <br />SLAB <br />SURFACE <br />PLAN <br />TANK ACCESS COVERS <br />fffff., <br />I <br />SLOPE "h' <br />TYPICAL <br />SECTION A --A <br />LENGTu OF u.-a5T <br />b' CONC. SLAB <br />C) 0 ><O>< 0 <br />ixTRA <br />2,+4x46'*45° EW <br />12' O MAX <br />ACCESS. <br />� 9T CQVER SL SURFA`C'E NOTES, GENERAL: NOTES: <br />),ALL COVERS, GASKETS, SAND SEALS TO BE IN PLACE AND WATER TIGI4T. <br />1FORM5 FOR THIS EDGE9 OF CONC. Z CONCRETE SLAB SHALL: HAVE A.; E3ROOM FINISH, <br />TANK COVER SLAB SHALL LIE IN � <br />A Pt.ANETILTED TO SLOPE FOR <br />AD15OUATE DRAINAGE. 3. UPPER STEEL REBAR SHALL BE SUPPORTED BY &' CHAIRS (pOBE). _} <br />2. AET ALL TANK ACCESS COVERS 1' ABOVE 4. API COLORED REFLECTORS SHALL BE INSTALLED AT THE FILL E:ND MANHOLE Z <br />TEW PLANE`. IN NOTE 1, ABOVE. - <br />5. TANK SLAB TO EXTEND -2'-(O' MINIMUM OUT PROM EDGE OF TANKS. (� <br />3. GONG, SURFACE SLOPE FROM THE? <br />RIM OF ABOVE ACCESS COVERS TO 6. CONC. 2,500 PSI, xv SACK PER: CUBIC YARD -- -- <br />THE'S SLAB PLANE. SHALL BE <br />PERFOOT IN ALL DIREGTIIONS L <br />4.9EEF SITE PLAN FOR THIS JOB Q <br />VARIANCES, � Q <br />AC PAVING B' GONG; BLAB <br />IL � <br />- ,il%/ +4 a 16 E.W. � f <br />illilillillll *- X � x; �' IIIIIIIlIli41 � �_z <br />Ir- <br />—.I Ti�f(-dlili T J a PIP- <br />tTrT_Ila'•'I6 Ei1 (f,j ,i <br />PEA GRAVEL Q <br />BACKPILL <br />\ Q <br />�I �,f-� _ SEE MANUF. N Fes^ .UUO_ <br />6PECS FOR �q <br />ILIO C ACT WITH r l;,P B PIPE INSTALLATION 2� •4J0¢S QAL ,_Y„ U <br />IN Tl'PONAYAGT WITH A,r�,PAViNG, FUE1.9T4RAGL C4 <br />TANK <br />PLANE OF CONC TANK COVER SLAB Qx e - _ -__.__ __ ., f Lk <br />"I rY•r..� (TOi- SURFACE). , ,.: A�I�K <br />2'-0' <br />1"11N. <br />Imlol <br />'mi <br />