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<br />. <br />MINIMUM PIPE SPECIFICATIONS <br />CARRIER PIPE <br />OUTSIDE DIAMETER 12,750" <br />WALL THICKNESS 0.250" <br />PIPE GRADE X-46 <br />MIN. YIELD STRENGTH 46,000 P. S.1. <br />MAX..OPERATlNG PRESSURE: 635 P.S.I.G. <br />COATING: EXTERNAL <br />CATHODIC PROTECTION: SACRIFICIAL ANODE <br /> .. <br /> . <br /> 100 <br /> 98 <br /> 96 <br /> 94 <br /> 9~ <br /> 90 <br /> 88 <br /> 86 <br /> 84 <br /> 82 <br /> 80 <br />{,~ ~ UNIVERSAL ENGI~EERING <br />lit. SERVICES. INC. <br />~~ .Ne <br />"9 - ..... <br /> - - <br />DRAWING NO. REV. <br />APCI 730 20 <br /> <br /> <br />{ " <br />J PROPOSEiD PIPEUNES <br /> <br />. <br /> <br />NATU RAL GROUND <br />'t', <br /> <br /> <br />AIR PRODUCTS AND eHEMIFALS, .Ne. <br />PROPOSED PIPELINE CROSSING <br />, <br />I <br />I <br />HOUSTON DRIVE <br />I <br />HARRIS COUNTY, TE'XAS <br /> <br />I, <br />il <br /> <br />.l <br />;1 <br />J <br /> <br />I <br />I <br />f <br />I <br />.j <br />j <br />I <br />, <br /> <br />I <br /> <br />. <br /> <br /> <br />1 <br /> <br />"!k/' <br />. ""f' <br />~ Wi, <br />, Q,:t- ~ . <br />I 'flt j- a:.. <br />4. ~ ' 0:' <br />'~ ~- ~;~ <br />ff4i ;' ~: <br />. ; 0 <br />,; x.. <br />(J .1' ,- <br />,I ~ ~ <br />r........... c. <br />C/) ~ -,' <br />Cl..,. /' U) ; <br />/,." . ,+, <br />C/) It). <br />'I J'IOII <br />lp L~N <br />I' ;', <br />:j <br />,"~ ) <br />..J " <br />f WW. W <br />\ ' !!:;::: ~ ~ <br />. (' n.~1 r= -'::J <br />.r t:z, :Ii: a: U) <br />~ . ~z > W <l: <br />0: I: xf? n. ~ (!)W <br />II.. . wU)1 II.. '~ ~ =NZ <br />o l' u)-:;" 0 .... U):J <br />w . U)OI W ~ - II) <br />(!) , OX 1 (!) 0 0 o~ <br />o I cr..->I . 0 a: ..1 cr"'-- <br />LLl '~~' W u\:lI'" ua: <br />__ en-' N It) U) ON <br />10 I IOU) !'- IX) IX) enen <br />+ +;:;. ... + + ++ <br />It) -, It)IO I~ It) - It) It) It)It) <br />10 10 I, . 10 10 10 1010 <br />I' Iii <br /> <br />~I ~I <br />~LI =~~ <br />U)lu U) <br />U).... II) <br />o 0 o~ <br />a: a:...... <br />u~ ua: <br />It) U) ON <br />IX) IX) en en <br />+,+ ++ <br />If) If) If) It) <br />10 10 10 10 <br /> <br /> <br />o <br /> <br />; <br /> <br />CO,UNTY, TEXAS <br />BRINSON SURVEY <br />A-5 <br /> <br />I( <br /> <br />I <br /> <br />w <br />Z <br />:J <br />a: <br />w <br />!ii <br />w~ <br />~=IX)X <br />..JU)~ <br />. ~II)- <br />-: ~oo <br />a..: a: a:e::.' <br />It) +t U <br />cD NU)!'- <br />N It) It) It) <br />+ +++ <br />If) -If) It) If) <br />10 10 It) 10 <br /> <br />, I Ii <br /> <br /> <br />PROfiLE <br /> <br /> <br />SSUE: D FOR CHEe~ED <br />CLIENT APPROVAL APPROVED <br />SCALE NC <br />JOB INO. : <br />CLIENT <br />AIR P,RODUCTS a CHEMICAL.S.INC <br />JOB NO. OG-7900 <br /> <br />CLIENT <br /> <br />t-= <br />::E <br />> <br />n. <br />II.. <br />o <br />w <br />(!) <br />o <br />w <br /> <br /> <br />j <br />n. <br />~ <br />o <br />w <br />" <br />o <br />w <br /> <br /> <br />o <br /> <br />HARRIS <br />~ ENOCH <br />~ .~ <br />.N ::J <br />o a: <br />tw~ <br />10 Z _~x <br />FOR CONTINUATION : :J-:~ <br />SEEDWG.APCI 730.105 ..:~ ~Q <br />+/ a:a:~ <br />If).... <br />ad N CD!'- <br />N If) If) If) <br />++/++ <br />If) If) If) If) <br />rIOlO, 1010 <br />r <br /> <br />ON <br /> <br />1%U <br /> <br />1] <br /> <br />...1111 <br /> <br />BIDD'ING <br /> <br />CONSTRUCT <br /> <br />o <br /> <br />"=20 <br />= 10' <br /> <br />NATIONAL GEODETIC SURVEY MONUMENT <br />No, J 1244 -1978 ASSUMED ELEV.IOO.OO' <br /> <br />CHECKED <br /> <br />. <br /> <br /> <br />DRAWN <br /> <br />DATE <br /> <br />~ <br /> <br />. <br /> <br />seALE: <br />HORIZONTAL <br />VERTI CAL: <br /> <br />REVISION <br /> <br />T.8.8 <br /> <br />e <br />- <br /> 100 <br /> 98 <br /> 96 <br /> I 94 <br /> 92 <br /> I 90 <br /> 18 <br /> 86 <br />-- 84 <br />/ 82 <br />r 80 <br />~ '...... <br /> - <br /> - <br /> - <br /> - <br /> - <br /> tNO- <br />