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<br />,e <br /> <br />\ <br />\ <br />~~ <br />~\ <br /> <br />R/W <br />X- <br /> <br />'- ( ENTERPRISE 6" P /L <br />-( CHEVRON 6. P/L <br />T_ <br />\:/W <br />0) <br /> <br />OLD lA PORTE ROAD <br /> <br />r <br /> <br />~ <br />II: <br /> <br />HARRIS CQU~TY, TEXAS <br />ENOCH BRINSON' SURVEY, A-5 <br />PIPElINES <br />-11- II <br />=11= II <br />II ~ <br />II II <br /> <br />ARCO <br /> <br />S,P.R.R" R/W <br /> <br />x <br /> <br />~~. <br /> <br />11 <br />II <br />~:I <br />-tl <br />x <br />I <br /> <br />x <br /> <br />II) <br />+ <br />... <br />N <br /> <br />mD. ,~~ <br />I.R. .X <br /> <br />II <br /> <br />Lx <br />'11- <br />'11- <br />72'48'49. W <br /> <br />N <br /> <br />x <br /> <br />-d..:!.. (3~ <br />~"- <br />x --.!!.:: <br />-11- <br />-11- <br />~ <br /> <br />~ <br />II: <br /> <br />22.3' <br /> <br />o <br /> <br />R/W <br /> <br />4. PIPELINE <br /> <br />0.9 <br /> <br />MillER ROAD EXTENSION. <br /> <br />It} <br /> <br />.., <br />II) <br />+ <br />;j <br /> <br />ST. JOE CONTAINER <br />COMPANY <br /> <br />R/W <br /> <br />~ <br />'" <br /> <br />PIPE SPEClrlCA TIONS <br /> <br />CARRIER PIPE: 4.~00. 0.0. X 0.237. <br />W. T.. API5L X 42 ERW PIPE W/FUSlON <br />BOND EPOXY COAliNG (12-16 MILS) <br />MAX. OPER. PRESSURE: 1440 PSlG <br />MIN. TEST PRESSURE: 18~0 PSIG <br />MIN. YIELD STRENGTH: 42.000 PSI <br /> <br />o <br />~8 <br />'" - <br />o :> <br />w <br />. ..... <br />Cl w <br />:i <br /> <br />II) <br />+ <br />.... <br />N <br />~ <br /> <br />.NOI J.O .SCAlE <br />_.--~ ..---. <br /> <br />e! <br /> <br />120' <br /> <br />o <br /> <br />- <br />I <br /> <br />.... <br />'" <br />..... <br />II) <br />..... <br />.... <br />I <br />o <br />... <br />..... <br />I <br />Cl <br />~ <br />ai <br />N <br />III <br />o <br />;;; <br />N <br />.... <br />Z <br />Q <br />!!! <br />~ <br /> <br />60' <br /> <br />SCALE <br /> <br />o' <br /> <br />30' <br /> <br />60' <br /> <br />MIN. <br /> <br />9'. <br /> <br />~ NATURAL GROUND <br />~>>))>>))>>))>>Y');.~~~ <br /> <br />o <br />~ ci <br />..... 0 <br />II: - <br />o :> <br />... <br />. ..... <br />Cl ... <br />:i <br /> <br />.., <br />II) <br />+ <br />;j <br /> <br /> <br />f <br /> <br />A N <br /> <br />.=60' <br /> <br />P L <br />SCALE: <br /> <br />'>.,~,,'>w~- <br /> <br />9~.0' <br /> <br />PIPELINE <br /> <br />4. <br /> <br />T.O.P. ELEV. <br /> <br />~ <br /> <br />PROfiLE <br />SCALE: 1.=60' H. & V. <br /> <br />TBM-NA1\JRAl GROUND 0 R/W <br />ASSUMED ElEV. 100.0' <br /> <br />r.B. 2053, PG. 16 <br /><> ARCO ~~ eomp.ny <br /> <br />4" PIPELINE <br />ACROSS MillER ROAD EXTENSION, R/W <br /> <br />ljjlAIIN 88 l-ocar 88 I """IIIF1;-_. <br />iiiiiOiiill/l7 SCIU AS NOltD "'" -- _. <br /> <br />894A-A-~-n1 ?7fi <br /> <br />DAft <br /> <br />RMSION <br /> <br />REY. <br />NO. <br /> <br />DAIt <br /> <br />IlAllt <br /> <br />OAT[ <br /> <br />NAwt <br /> <br />DATt <br /> <br />NAllt <br /> <br />DRAWING NO. <br /> <br />or RtFtRtNct OR.WING <br /> <br />'IT1U <br />