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BRINE RESERVOIR FROM <br />INTERSTITIAL SENSOR <br />-- -- - ------ I T <br />FOFZ DEADMEN ANT) <br />- ----------- - 1-111— <br />I I STf�APS SEE DETAIL <br />DIESEL 91 UNLEADED FUEL TANK SECTION <br />I <br />87 UNLEADED FUEL TANK SECTION <br />I It""a I L_wla <br />LIQUID LEVEL <br />PROBE <br />LJ <br />I -A <br />_j <br />C0 <br />_j <br /><E <br />CONCRETE SLAB 514ALL <br />EXTEND A MIN OF 2'.-0" <br />BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE <br />SITE PLAN <br />------ I_--___=_= <br />- --- <br />...... . ..... . <br />�INA SHED PEA GRAVEL BACKFILL. <br />LL OPEN GRADED MATERIALS SPALL BE FULLY ENCASED <br />I A GEoTExTILE FILTER FABRIC, SUCH AS MIRAF1 140N, <br />-D <br />TO PREVENT MIGRATION OF FINE GRAINED SOILS INTO <br />THE POROUS MATERIAL, GRAVEL SHOULD BE PLACED IN <br />THIN (LESS THAN 8 INCH) LIFTS AND DENSIFIED NI 4 K12.Architects, Itic <br />MINIMUM OF (13) PASSES USING A VIBRATORY COMPACTOR <br />3090 Fite Circle, # 104 <br />PRIOR TO PLACEMENT OF THE NEXT LIFT, <br />Sacramento, CA 95827 <br />Pll:(916)455-6500 FAX:(916)455-8100 <br />CONSULTANTS: <br />CONCRETE SLAB SPALL <br />EXTEND A MIN OF 2'-011 <br />BEYOND THE ENDS AND <br />SIDES OF TANKS, SEE <br />SITE PLAN <br />- --------- . .... . ... . . . ...... <br />PROFESSIONAJ, SEALS: <br />C 0 <br />-2 7 <br />NU 19 0 <br />RFNAL <br />D .... A <br />Trri r n rTi_Tt <br />PROJECT M.T.NMER: PROJECT DA IE: <br />16-010.3 11-2-2016 <br />S <br />Ill <br />SIIEFr NUMBER: <br />CONVENIENCE STORE, <br />FUELING CANOPY, <br />EXPRESS CAR WASH AND <br />SELF-SERVICE VACUUMS <br />Lodi Shopping Center <br />2758 W. Kettleman Lane <br />Lodi, California 95242 <br />3/5L4 HASHED PEA GRAVEL AC FILL <br />/I V <br />DEVELOPER: <br />ALL OPEN GRADED MATERIALS SHALL BE FULLY ENCASED <br />D <br />:) <br />Tera Properties. LLC <br />IN A GEOTEXTILE FILTER FABRIC, SUCH AS MIRAF1 140N, <br />4810 Chiles Road <br />TO PREVENT MIGRATION OF FINE GRAINED SOILS INTO <br />THE POROUS MATERIAL., GRAVEL SHOULD BE PLACED IN <br />Davis, CA 95618 <br />T -141N (LESS THAN 8 INCH) LIFTS AND DENSIFIED WITH <br />MINIMUM OF (3) PASSES USING A VIBRATORY COMPACTOR <br />PRIOR TO PLACEMENT OF THE NEXT LIFT, <br />REVISIONS: <br />3 <br />A, PLAN REVIEW CHANGES 12/191/2016 <br />PLAN REVIEW CHANGES 1/1 1/201 7 <br />PLAN REVIEW AND 1/30/2017 <br />GEOTECTINICAL, CHANGES <br />PROFESSIONAJ, SEALS: <br />C 0 <br />-2 7 <br />NU 19 0 <br />RFNAL <br />D .... A <br />Trri r n rTi_Tt <br />PROJECT M.T.NMER: PROJECT DA IE: <br />16-010.3 11-2-2016 <br />S <br />Ill <br />SIIEFr NUMBER: <br />