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AGCDC.COM <br /> z <br /> F <br /> a <br /> w <br /> U <br /> z <br /> O <br /> U <br /> z <br /> 70U <br /> LLI L <br /> _ L <br /> M <br /> V 70 M N <br /> '^ c6 Q <br /> v 0 U <br /> a o <br /> oQ <br /> ONO .� O <br /> Nf) > 0- <br /> M m <br /> W <br /> N <br /> Z <br /> O <br /> N <br /> W <br /> U <br /> U <br /> CL <br /> Of <br /> W <br /> Q_ <br /> N <br /> Z <br /> O <br /> N_ <br /> > <br /> W <br /> ® NOTES: UST INSTALLATION <br /> N <br /> W 0 <br /> ~ M <br /> O8 Oo M <br /> 1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. NOT USED. 0 <br /> LAYOUT TANKS & STAGE II VAPOR RECOVERY PIPING SUCH THAT THE STAGE II O Oz FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT O9 PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" <br /> CONCRETE. CONNECTIONS, AND CONTINUES 3" TO OTHER TANKS. <br /> O3 REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" <@> BALL VALVE ON MANIFOLD LINE TO REMAIN OPEN DURING NORMAL OPERATION. <br /> FROM SURFACE. <br /> OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" 11 NOT USED. <br /> IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. 12 TO ABOVE GROUND VENT RISERS <br /> OSINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL—OFF TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE <br /> AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. 13 FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD <br /> ALL CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC COATED CONDUIT DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. <br /> ONLY. <br /> ONE 1" STANDARD MONITORING HOMERUN CONDUIT TO EACH TANK. FORCUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE <br /> 14 <br /> STANDARD MONITORING DEVICES, LOOP CONTAINMENT SUMP SENSORS, CORNERS WHERE MEETING CONCRETE. <br /> PLLD, VAC SENSORS & TANK GAUGE TO TANK INTERSTITIAL SENSOR <br /> OLOCATION AND HOMERUN TO BLDG. PROVIDE SEAL—OFFS IN BUILDING & 15 DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. <br /> PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO INTRINSICALLY SAFE pp ^ pp <br /> TROUGH IN BUILDING. CONDUITS SHALL CONTAIN ONLY LOW VOLTAGE REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND—ALONE UST OR AS u <br /> WIRING FOR SENSORS. ALL CONDUIT PENETRATIONS MUST BE MADE WITH 16 AN EXTENSION TO THIS UST DESIGN. <br /> ROBROY PVC COATED CONDUIT ONLY. <br /> SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND �/ <br /> 1 ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY x <br /> USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 0 THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION <br /> O M <br /> 1 O <br /> � Ya" & MAX OF 3/a" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. SIGN—OFF SHALL BE DOCUMENTED. u� LJJ <br /> ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF <br /> FIELD REPRESENTATIVE. <@> PRODUCT LINES (1 OR 2 PER UST SUMP). <br /> ASPHALT AND STONE PER O <br /> ASPHALT & STONE AS PROJECT SPECIFICATIONS ^ <br /> SPECIFIED BY PROJECT 14 L.L <br /> SPECIFICATIONS 14 Q <br /> 06 <br /> z <br /> O_ <br /> SLOPE SIDES OF TANK HOLE //\ / <br /> FOR ALL TANK EXCAVATIONS IN W <br /> ACCORDANCE WITH OSHA 1926 Q J <br /> \ 2' 10'-6" 3'-0" 10'-6" 2' // z <br /> SUBPART P, OSHA STANDARDS \\ \ \\ U J <br /> MIN. MIN. <br /> IMI W Q <br /> 3rd LIFT OF Q �^ <br /> PEA GRAVEL O V) <br /> \ \ \ oo TO TOP OF U` _ 7 <br /> TANK Z <br /> Ln z ~ <br /> oQ \\// e ° o ° ° e 2nd LIFT OF PEA GRAVEL O O <br /> e � 1st LIFT OF PEA GRAVEL 0 D <br /> \\21 Ele e e ° ° Yr e e e e e o°e ° 9° p'" e e <br /> era a 1'-0 MIN°° ° °°°° e , e°e e 1 —0 MIN"° \/ N BED <br /> consultant job# <br /> master release date <br /> DEAD MEN WITH STRAPS project master <br /> (TYP.) exe date drawn by <br /> 7 1'-0" MIN. PEA GRAVEL <br /> INSTALLED OVER COMPACTED SOIL. <br /> NOTE: IN WET HOLE INSTALLATIONS, <br /> DEFLECTION MEASUREMENT BEFORE & AFTER INCREASE TO 18" MINIMUM PER <br /> TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDED Facility/Project <br /> MANUFACTURER'S REQUIREMENTS AND SHALL INSTALLATION GUIDELINES. <br /> BE WITHIN MANUFACTURER'S TOLERANCES. <br /> ALL INFORMATION SHALL BE COMPLETED AS <br /> PER THE MANUFACTURER'S WARRANTY <br /> DOCUMENTATION. sheet name <br /> C: TYPICAL TANK ANCHORING DETAIL M .5.3.08 <br /> SCALE: 1/4" = 1'-0" <br />