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NOTES: UST INSTALLATION <�> NOT USED. <br /> SLOPE CONCRETE AWAY FROM ALL MANHOLES 1-RISE OVER 12-RUN, LAYOUT TANK &STAGE 11 VAPOR RECOVERY PIPING SUCH THAT THE STAGE 11 PIPING DRAINS& <br /> FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. <�> ENTERS INTOSREGULAR UNLEADED TANK FIRST W/3-CONNECTIONS,AND CONTINUES 3-TO OTHER <br /> TANKS. <br /> REINFORCING BARS TO BE NO LESS THAN 2"AND NO MORE THAN 4"FROM SURFACE. BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION. <br /> K12 Amhitects,hic <br /> R INFORCE CONCRETE SLAB AROUND MANHOLE MTH(4)f4 REBAR 60'IN LENGTH. Vl NOT USED. S3090—C 1,1104 <br /> PLACE REBAR 6*FROM SIDES OF BOX. <br /> q> SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROMDE SEAL-OFF AT SUMP& <br /> BUILDING WRING TROUG. CONTAINS LINE VOLTAGE WRING.ALL CONDUIT TAN KKSPAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE <br /> PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY. TAN .REQUIR D TO PROADE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL <br /> DRILUNG INTO TANK. <br /> ONE 1"STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK.FOR STANDARD CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEEHNG <br /> MONITORING DEVICES,LOOP CONTAINMENT SUMP SENSORS,PULD,VAC SENSORS&TANK CONCRETE <br /> GAUGE 0 TANK INTERSTITIAL SENSOR LOCATION AND HOMERUN TO BLDG.PROMDE <br /> SEAL-OFFS IN BUILDING&PRIOR TO LEA NG HAZARDOUS AREA.ROUTE To DIESEL OPTION USES JUST ONE PRODUCT ONE TO DIESEL DISPENSER. <br /> INTRINSCALLY SAFE TROUGH IN BUILDING.CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE <br /> WRIN FOR SENSORS.ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY ROPE TO DIESEL UI INSRULATION DRAWING FOR SrAND-ALONE USr OR AS AN EXTENSION TO <br /> PVC COATED CONDUIT ONLY. THIS USr DESIGN. <br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES,PLACEMENT,AND ORIENTATION. FINAL SITE <br /> S K LAYOUTS SHALL BE APPROVED BY THE CAL DISTRIBUTION TERMINAL MANAGER OR <br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE,MIN g&MAX OF HPISDAIGFIECINT. FINAL LOCATION SIGN-OFF SHALL BE DOCUMENTED. <br /> )14'IN SIZE FREE OF CLAY,SLAG,CINDERS,0 DEBRIS. ALL SUBSUMES MUST BE <br /> APPROVED'BY MANUFACTURER'S&OWNER'S FIELD REPRESENTAEVE. REERE TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS&NUMBER OF PRODUCT LINES(I OR 2 <br /> P R UST SUMP). <br /> ASPHALT AND STONE PER <br /> ASPHALT&STONE AS PROJECT SPECII`CATIONS� <br /> SPECIFIED BY PROJE <br /> SPECIFICATIONS EXTEND CONflNUOUS FILTER <br /> FABRIC TO SLAB <br /> CT Vy n,X <br /> 4607 S AIRPORT MY <br /> NOTE, FILTER FABRIC STOCKTON,CA 95205 <br /> S OPE SIDES OF TANK HOLE <br /> OR USE SHORING FOR ALL A A <br /> TANK EXCAVATIONS IN <br /> AC ORDANCE WITH OSHA 192 <br /> SUBPART P OSHA STANDARD MIN. MIN. <br /> ExcAvATibNS;FINAL R <br /> OCTOBER 1, 1989 32K TANK 30K TANK 3rd OFT OF <br /> AIEL <br /> 2 T P 0 TANK <br /> d LIFT OF PEA GRA L <br /> At LIFT OF PEA GRAVEL <br /> IN!" <br /> M <br /> �Ell <br /> 0"MIN. <br /> A2A3A4 Ati /�\\/`l FILTER FABRIC ON 6"MAX. <br /> BOTTOM&SIDES OFA <br /> TANK HOLE(WET HOLE <br /> ONLY) 7 l'-O*MIN.PEA GRAVEL INSTALLED OVER <br /> COMPACTED SOL.IN WET HOLE <br /> NOTE NOTE, NOTE INSTALLATIONS,INCREASE TO 18*MINIMUM <br /> A ERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE&A ER <br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE A FT PER MAN FACTURER'S RECOMMENDED <br /> TA KS TO BE INSTALLED END TO CCORDING To INSTALLATION GUIDEUNES. <br /> E D. SEE DIAGRAM A90VE FOR P RMITFED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL <br /> REFE ENCE OF DEADMAN OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES. <br /> PLACEMENT. SUCH SHALL BE INSTALLED ALL INFORMATION SHALL BE COMPLETED AS <br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY <br /> RECOMMENDATION. DOCUMEN ION. <br /> C: TYPICAL TANK ANCHORING DFTAIL �DNOTF. INDICATFS ITFMSSFOUNDOON FUEL TANK SECTION <br /> SCALE: 1/4"=l'-O" MATERIALS LIST SHEET M,5,3,1 & M.5.3.02 DETAILS <br /> T&L5 <br />