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<br />HARRIS COUNTY. TEX.A.S <br />ENOCH BRINSON SURVEY, A-5 <br /> <br /> <br />PIP PEClflCA n <br />CARRIER PIPE: 4.500" 0.0. <br />X 0.237" W. T.. AP'5L X 42 <br />ERW PIPE W/FUSION BOND <br />EPOXY eOAnNG (12-16 MILS) <br />MAX. OPER. PRESSURE: 1440 PSIG <br />MIN. TEST PRESSURE: 1850 PSIG <br />MIN. YIELD STRENGTH; 42.000 PSI <br /> <br />\ <br />\ <br />J~ <br />"", <br />\;QD \ <br />\ ST JOE <br />\ CON T AINER <br />~ \COMPANY <br />" <br /> <br />II <br /> <br />72'25'08" W <br />,; <br />f" PIPELINE ~". <br />. ~\ <br />....' <br />\ \ <br />~~,.,~t\ <br />, t.-f>: <br />\~o ~ <br />~ H.C.F.C.D. DITCH NO. 8106-00-00 <br />80' EASEMENT - V0L.1801, Pg.30 <br />20' EASEMENT - VOL.5480, Pg.294 <br />H.C.D.R. <br /> <br /> <br />CEM. <br />HEADWAll <br /> <br />II <br /> <br />E P/l <br /> <br /> <br />FOR H.e.F.e.D. usE: ONLY <br /> <br />NOT TRANSFERABLE <br /> <br /> <br />I <br />'/1 <br />~ <br />I <br /> <br />~ <br />o <br />< <br />~ <br />o <br />;; <br />.... <br />r, <br />Z <br />o <br />,";\ <br /> <br />Harris Caunly Fload Ca"rrol <br />DI$lrICI duos nal ~Iv. .r,y rrap.ny <br />rig hI .lIhor In roal .slal. ar <br />mal.rl:'. ar .ny excluslv. <br />prlvllegc; II do.s nol aulharl.. .ny <br />InJury 10 prlv.l. prap.ny or <br />Invasl..n al prlval. rlghls, or .ny <br />Inlrlng.msnl 01 F.daral, &Ial. or <br />local laws ar r.gulallons, nor does <br />U abvlal. Ih. n.e..slly 01 <br />oblalnlng n.e.aaary p.rmUa. <br />appravsl, or prop.rty IIghls al any <br />alh.r .u'harlly, aganey, or own.r <br />a.e.relolng Jurladlellon al any <br />n.lur. In Ih. a:.. al Iha alraam <br />cmssIn;. <br /> <br />I~ <br />UO <br />I-N <br />a . <br />~C; <br />...J <br />;:::.W <br />+ <br />l/') <br /> <br />;: ~ <br />- <( <br />0::- CD- <br />. IX) <br />@ ~ :r: <ei <br />. t:)N <br />t:) _ <br />::i. -> :r: . <br />W > <br />()).J ""W <br />r')W -.i-.J <br />NW <br />ct + <br />l/') N <br />- l/') <br />MIN. - <br /> <br />N <br /> <br />:5 <br /> <br />--, <br /> <br />\ ,-t-'--.-'--+-j-'i-t-.,- '-I -+-"--'-'--J- 1--1-'-+-'1-"-1-"-1 <br />\ 33.1' ' ~14.7' ~<t S.P.R.R. /<t. S.P.R.R. SPUR <br />l' - . !::::'='::'6:::.I-::':::I-I-+-.:'-::"-H--.!.-::Vl-f--.!:-.t-H-~1--I-l::. - R 'W <br />8~ ~ <br /> <br />\1:. 6" E <br />-~-II- <br />~\40.0' \~ 3-10" <br />%~ \-:t: <br />. -4-11- <br />; =r}-= <br />. '>, <br />,;~ ~,; <br />~ U' <br />, \~ <br /> <br />CE) ~~ <br />ST JOE r <br />ONTAINER \ .~ <br />:OMP AN.Y \ <br /> <br />., \ <br /> <br />\ <br /> <br /> <br />SLOPE <br /> <br />PIPELINE <br /> <br />26: <br /> <br />MIN. <br /> <br />GRND. <br /> <br />Ul TlMA TE <br />CHANNEL DESIGN <br /> <br />5' <br /> <br />ARoo Pipe Un. Company <br />HOUSTON, TEXAS <br /> <br />~.... <br />~, <br /> <br /> <br />4" PIPEUNE <br />UNDER H.e.F.e.D. /lB 106-00-00 <br />HARRIS COUNTY, TEXAS <br />~ED ~ j DIlFf. Al'PV. <br />SCAlE NOTED ENGR. APPI/. <br />- - <br />r"'"'\ ,.... "" A '" -.. ,... <br /> <br />- <br /> <br /> <br />9/97 <br /> <br />DESIGN & <br /> <br />'REVISED ULTIMATE CHANNEL <br />CHANGED BORDER <br />-- <br /> <br /> <br />REI <br /> <br />I <br /> <br />rlAl.~~ I.-::::-~-T::::;~;:;='-: --.:::~ :.- r;::-;::7:-. <br /> <br />DAfE <br /> <br />NAME <br />