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TIE-DCWN NOTE5: <br /> -- 13'_O" O FIBERGLASS HOLD-DOWN STRAPS 25,000 LB5 .GAPAGITY BY TANK VENDOR <br /> LOCATED AT DE51ONATEP RIB5 ON TANK (SEE TANK VENDOR DRAWING) <br /> 2O 1/2" DIAMETER PLOW STEEL WIRE ROPE WITH 3-1 1/4" JAW TYPE <br /> r8„ #4 BAR5 ® 12" O.G. E.W. (TYP)- WIRE ROPE GLAMP5. <br /> 8" GONG. SLAB r-''ism- • _ p <br /> TURNBUCKLE <br /> AND 5,R0 ROPE.GAPAGITY, ON ONE END OF STRAP ONLY BETWEEN <br /> I <br /> 0 155. <br /> STRAP <br /> N� 1'-O"•nvo� 2 4 BAR$ -_ - �. \ �~I ® IPOEFTER GALVANIZED ED BENT ROD TIE-DOWN ANCHOR <br /> DIN PLACE, LOCATED TO SUIT STRAPS, LOCATIONS ON TANK. <br /> _ _ - ANCHOR ROD DETAIL). <br /> PEA GRAVEL FILL \ - .- '�i jI OS DEADMAN I'-O" x 1'-0" CONCRETE FULL LENGTH OF EXCAVATION WITH <br /> 1 2-95 BARE , 6" APART x (FULL LENGTH MINUS SIX INCHES) <br /> �IC�1�11=11 I I III�I GROUND <br /> ----- -- �-- GENERAL 'TOTES <br /> 5TABILIZATION <br /> FABRIC <br /> L CONCRETE SHALL BE PROPORTIONED BATCHED AND MIXED IN ACCORDANCE WITH A.G.I. <br /> SPECIFICATIONS AND HAVE A COMPRE551VE STRENGTH AFTER 14 DAYS OF 2,800 PSI <br /> DIA. I II GEMENT SHALL BE TYPE I OR 11. AGGREGATE SHALL BE 3/4" MAXIMUM. 51ZE TO A.S.T.M. G33. <br /> ADMIXTURE SHALL BE ADDED TO PROVIDE -7% +/ 1/2;6 AIR ENTRAINMENT. MAXIMUM SLUMP <br /> �\ 94 BARS ®6" O.G., EA. 4". ^^EDIUM BROOM FINISH ALL TRAFFIC, SLABS, AND GOAT WITH SPARTAN-COTE WBII CURE-SEAL. <br /> GONGRETE SHALL BE KEPT M015T GORED FOR AT LEAST "1 DAYS. <br /> 2 REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 60. LAP 32 DIAMETERS AT <br /> / \ SPLICES AND 24 DIAMETERS AT CORNERS. MINIMUM COVER SHALL BE 3" TO GRADE. <br /> 3 MIS;ELLANEOU5 PIPES SHALL BE A.5.T.M. A53 GRADE B. <br /> 4. STEEL MANHOLE GOVER AND FRAME SHALL CONFORM TO A.5.T.M. A36, HOT DIP GALVANIZED <br /> AFTER_ FABRICATION. <br /> \ <br /> 5. COMPRESSIBLE FOAM BOARD SHALL BE NON DEGRADABLE. <br /> \ ------ �� 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND THE MANNER OF CONSTRUCTION <br /> r \ I AND MEET ALL GOVERNING AGENCY REQUIREMENTS FOR SAFETY OF THE PERSONS AND <br /> r <br /> TANK EXCAVATION I � PROPERTY. THIS SHALL HOLD WHETHER THE ENGINEER VISITS THE SITE OR NOT. <br /> 12,000-GAL. DIESEL FUEL .157 I -7. THE FUEL STORAGE TANK 15 FIBERGLA55. PROTECT IN AGGORDANGE WITH MANUFAGTURER'5 <br /> RECOMMENDATIONS. 1 <br /> 24" MI rq ( 8. BED AND BACKFILL MATERIAL SHALL BE PEA GRAVEL. GLEAN NATURALLY ROUNDED <br /> -1 AGGREGATE KITH A PARTIGLE SIZE NOT LESS THAN 1/8" NOR MORE THAN 3/4" DIAMETER. <br /> 1� r 2 PLACE PER MANUFAGTURER'S IN5TR'JGTION5, INGLUDING rGMPAGTION OF FILL, EVENLY ON <br /> 5iDE5 AND ENDS OF TANK. ADDING FUEL TO TANK DURING COMPACTION MAY ONLY <br /> TANK 5HADOW \\ )1 r"4 MANHOLE PLAN (TYPJ BE DONE UNDER TANK MANUFACTURER'S AND IN5TALLER'S PERMISSION AND CONTROL. <br /> \\ :._. ��.-=ro• 4. ALL GONGRETE WORK SHALL CONFORM TO A.G.I. 318. <br /> \ 10. GONTRAG�OR TO PROVIDE SHORING IF REQUIRED. <br /> \ � I 3 II. ALL MANHOLE GONERS SHALL BE INSTALLED 2" ABOVE FINISHED GRADE 6 CONCRETE SHALL <br /> \ HAVE A SLOPE OF 1:12 FROM COVER. <br /> r <br /> 3T'0 MANHOLE COVER 12. PROVIDE MINIMUM CONCRETE COVERING OF REINFORCEMENT 3" 70 EARTH, 2" TO SKY. <br /> \\ 4. 11 12 1 <br /> I <br /> "xl '-;%MPRESSI BI.1= BD. >s5 RADIALS W/5" HKS. <br /> EXCAVATION BOTTOM ALL r\T!OUND NUDRAIN MOLES, TYP. CONTROL JOINT (G.J) <br /> 1/4" x 2" DEEP 5AWG)T. FILL KITH R1EL <br /> 3-111(p MANHOLE 5EGTION COMPATIBLE SEALANT/CAULKING <br /> NOT To YALE ` xnLE, yr=r-o" - I e ° a a d CONTROL -0INTS SHOULD BE EVERY <br /> 8" GONG. SLAB 1 10' - IS' EACH DIRECTION. OUT EVERY <br /> ° OTHER BAR AT JOINT <br /> 2' " 2'-O" <br /> (rYP) (3" GLR.) (TYP) GONTRO DINTTPSCALE: 3/4"=1'-O" <br /> (TYP) <br /> (TYR) <br /> 3„ PROJECTION <br /> 'I (TYP) 2 L, C <br /> I <br /> 12 TOP OF GONG. <br /> / 1 <br /> TS° <br /> \ (rYPJ I —' <br /> I— 6" —� 4., <br /> 1$000-GAL DIESEL U5T 1 <br /> I � 2. , <br /> ANCHOR ROD DETAIL (8 REQUIRED) <br /> lb"(P MANHOLE PLAN (TYP) <br /> A � ecnLe: Irz•=I'o• <br /> - 15aW FOR CON5TRUGTION ML 110-15-4 <br /> I II <br /> A 1591ED FOR BID ML 4-8-x8 <br /> 4'-O" <br /> F \\ CONSOLIDATE r RcIGHTWA BY DATE . <br /> 18"Q MANHOLE <br /> y s.�� ;� r r C. YS CORP. <br /> ''- 2 -O 17 r C <br /> 11 STOCKTON, CALIFORNIA (STK) <br /> \ fXyj /31/ <br /> � 8►Y�AYE R ENGINEERS, INC. <br /> . n, ia� ...•,Ea ���RA <br /> D <br /> 18"4 MANHOLE SECTION G scu 1/s - FOR FUELING FACILITY <br /> V,ni.P.. US"=I'-O• CATE 9-1-90 REPLACEMENT <br /> TAW <br /> 1 DRWN L WITISTOCK <br /> TANK SLAG PLAN FE USE OF THESE DRAwINCS ND C.ECKED E <br /> SPE FE USE <br /> SHALL BE RESTRICTED TO TANK SLAB <br /> SCALE, )/4'=I'-O• T PRE MED. REUSE, REPRODUCTION. OR USE FOR WHCH THEY RE APPROVED SECTIONS & DETAILS <br /> PUBLICATION, IN WHOLE OR IN PART, 5 <br /> PROm9TED 'WITHOUT THE WRITTEN CONSENT dO5 pry , ryO, <br /> OF 5LrNvea EVOINEERS, INC. 96127 S- 1 <br /> , <br /> , <br />