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1J1 ® NOTES: UST ANCHORING FAR <br /> 1 (6) 1 BUILDING I WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE <br /> 8 5 6 POOSN`ION THWHEN E -END LAYOUTS ARE USED, <br /> TANKSSO THAT THETILL SWTH OSHAUBPART PONCONSTRUCTION O INDUSTRY <br /> NANDA D NAL CFR <br /> U PART 1926WORKMEN SAFETY, SLOPRIG AND SHORING SHALL BE PROVIDED TO aBER 1,A 1989, DESIGN <br /> LOCATIONS ARE FACING ONE ANOTHER, <br /> PROVIDING MIN, DISTANCE BETWEEN FILLS HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR <br /> TO FACILITATE TANKER DELIVERIES, WHERE OVERHEAD WORK IS PROGRESSING. Architectural <br /> TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR Solutions Group <br /> ® w Q2 IS REWIRED BY LOCAL REGULATION, CONSULT WITH OWNER'S <br /> g 1/2• 31 '-5 1 B REPRESENTATIVE 2455 Bermett Voley Rd. Sule A-102 <br /> 46'-0 i/2' 2'—O' <br /> AAS <br /> INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSULLATION Santa Rosa, CA. 95405 <br /> ® 2'—D' 4 4 5 4 5 41 •-3 1/4' 2 -0' Ire <br /> ® 3 INSTRUCTIONS. <br /> DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 10' DIAL 15,000 GAL <br /> TANK ARE 18'x8•x14'L. QTY: (4) EACH TANK. DIMENSIONS OF OEAOMAN FOR <br /> 10' DIA. 20ADOO GAL TANK ARE <br /> 4 EAC <br /> IaL <br /> 4 5 5 4 8 5 ® TOTAL LENGTH OF FIELD CONSTRUCTED xDEADMAN •IS MIN, 112 GREATER THAN <br /> iNOr D ARCh2J� <br /> 5 OVERALL LENGTH OF TANK GF'Feel �SE <br /> 4 5 I IIquII �IIIII .I - —.-- - _ Q6 EACH TANK REWIRES DEADMAN ON EACH SIDE " Q. 'P C� <br /> B 5 25,000 CAL. HOLD DOWN STRAPS ARE REWIRED FOR 10,000. 12,000, 15.000• & 20,000 - <br /> PRFNUN I V <br /> 10,000 <br /> 8� U14LEADED �\ ��- GALLON TANKS AS .m DIED AND SUPPLIED BY TANK MANUFACTURER, RB 1. 1 /31 / 19 <br /> I 6 LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK. <br /> }( <br /> `I _I <br /> C `dJ FASTEN WIRE YAT11 AT LEAST THREE CLAMPS AROUND DEADMAN AND 9rFOFCAUFOR <br /> a o �b �y% 1/� gQ THROUGH THE END POINT OF THE HOLO OOYM STRAP. CLAMPS SHALL BE Sed <br /> Nee V-- 1� k ALTERNATED 100' FROM EACH O1HQ2. <br /> � I <br /> Yp Ii � I � ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES UNIFORMLYTIGHTEN ALL M <br /> 6 8 6 u ® MEASURE TANK�DIAMETERAPS TO ABEFIEVE EQUAL TENSION ORE AND AFTER TIGHTENING STRAPS TO b ■ 1 <br /> 15 6 15 6 I 8 ENSURE NO TANK DEFLECTION. <br /> r. . <br /> N <br /> 16 I N I II <br /> I 6 <br /> it WIRE ROPE MINIMUM DIAMETER 1/2•. <br /> TURNBUCKLES HOOK TYPE - 1-114' DIAMETER, JAW TYPE - 3/4' <br /> DI <br /> AMEIFR EYE TWE - 314V DIAMETER <br /> tV <br /> / <br /> ® < po a z 5 5 � WYo ? pWyz j j z '' � j 5 a — yqz WALT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS <br /> Fs.. IE p�i, F w F � 6 <� 5F oz '�' F 3 4 H71H PIICNMASnC. <br /> P!F �i o) iOi0ZI = j o zi < > � Wz gz { a o oMe m <br /> me <br /> ® INSTALL USTe W THAT TOP OF TANKS ARE AT SAME HEIGHT, <br /> Z <br /> w •rco w � z � IZ m - tL o r wow $ � z FFio y w N °1 © IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE <br /> Z < o 0o < of � � Cl � r � g 4 4 4 5 9 4 FL FROM BOTH SIDES AND ENDS YTH FIBERGLASS TANKS <br /> F < °� j � < Naz 2• INSIDE 3• STAGE II FILTER FABRIC (DUPONT TYPAR OR MIRAFl 50OXE IS REWIRED FOR WET HOLE <br /> rz<- TANK STATIC SEE w >� wo PRODUCT LINES 3' INSIDE 4' FRP Al INSTALLATIONS LY. FABRIC MUST EXTEND TO LAB AND MAY BE PINNED TO <br /> GROUNDING na.Ta o u � c�i TO DISPENS RS TO DISPENSERS SIDE OF HOLE WITH WIRE, ETC, SEAMS MUST BE LAPPED 1' MINIMUM, <br /> SYSTEM w < (TYPICAL) <br /> iL <br /> NOTE: <br /> B TANK NSTALLATiON - PLAN MV - 13LENDM INSTALL 60 WIDE DETECTABLE UNDERGROUND <br /> END TO END LAYOUT BUWED 6NG 7 2 BELOW FINISHED GRAPE EMPIRE MAGNATEC A30E 143 NL• k <br /> ALL PRODUCT, VENT AND VAPOR PIPING <br /> SFWl BE SIZE OVER SIZE FIBERGLASS rn to rn <br /> SCALE 1/4' = 1'-0• PPNC RUN�GUOUND PRODUCT & VENT PIPING BY SMITH FlBERCAST m U o Z <br /> Fn F o <br /> w w Be <br /> e <br /> < w ofw ¢ <br /> p Y O 0 <br /> U U U Z <br /> ZU N L U 0 <br /> U Z > O <br /> O p 0 0 0 C <br /> < F <br /> < < ao <br /> m a V < w a <br /> F a J aa.. N a <br /> N ? <br /> 00 O N O <br /> < r fo m <br /> 0 N N N <br /> m m — <br /> (10 <br /> Q <br /> ASPHALT & STONE AS Q CV) <br /> SPECIFIED BY PROJECT 4 2 <br /> SPECIFICATIONS <br /> AnLTER FABRIC \ c <br /> SLOPE 510E5 of TANK HOLE \/ U <br /> OR USE SHORING FOR ALL \�\\ I© QLO <br /> / Q <br /> u TANK EXCAVATIONS IN 20 10'-6' 2' / C <br /> ACCORDANCE WITH OSHA 1926 Ire Ire O L <br /> SUBPART P• OSHA STANDARDS /\ MIN, MIN, <br /> - / - N <br /> EXCAVATIONS; FINAL RULE <br /> OCTOBER 1 . 1989 /\\/ /�\\ Q <br /> 7 6 1 \\// / % ' 3rd UFT OF <br /> i PEA GRAVEL <br /> u TO TOP OF <br /> TANK <br /> 9 <br /> / <br /> Z <br /> LFT OF PEA LFAVO. <br /> < \ •,•'. ;; • Nee <br /> 1sl NFT OF PEA GRAVEL Project Number <br /> 0<f \ / / .•• \\• \\ 1.\` \ •. . \ y Ban SPA16002. 0 <br /> 1 <br /> 2 3 4 5 6 FILTER FABRIC ON Mme• Vh of Name <br /> 18' BOTTOM & SIDES OF 18' <br /> TANK HOLE (WET 11 <br /> HOLE ONLY) 7 l'-0' MIN. PEA GRAVEL <br /> INSTALLED OVER COMPACTED SOL USTINSTALLATION <br /> NOME: Nom: IN WET HOLE INSTALLATIONS, (1) 101025K & (1) 10012KI10K <br /> ALTERNATE ANCHORING BY USE OF DEFLECTION MEASUREMENT BEFORE & AFTER INCREASE TO 18' MINIMUM PER BLENDING <br /> A CONCRETE ANCHORING PAD IS TANK INSTALLATION SHALL BE ACCORDING TO <br /> o PERMITTED. CONSULT WITH MANUFACTURER'S REQUIREMENTS AND SHALL MANUFACTURER'S RECOMMENDED DOUBLE YIALLYEM6YAPORWRH DIESEL <br /> OWNER'S REPRESENTATIVE AND BE WITHIN MANUFACTURER'S TOLERANCES, <br /> INSTALLATION GUIDELINES,11NES. <br /> o SUCH SHALL BE INSTALLED ALL INFORMATION SHALL. BE COMPLETED AS <br /> ACCORDING TO MANUFACTURER'S PER THE MANUFACTURER'S WARRANTY NOTE: INDICATES ITEMS FOUND ON MATERIALS <br /> RECOMMENDATION, DOCUMERTAnON. OUST SHEETS 14,53.01 & M,5,3,02 <br /> Sheet Number <br /> N <br /> ' C TYPICAL TANK ANCHOMG DETAIL <br /> i <br />