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<br />... <br /> <br />H . IS <br />WILLIAM <br />1 <br /> <br />I <br />COUNTY, TE <br />M. JONES SURVEY, <br />I 1 <br />I <br />I <br /> <br /> II <br /> tul <..:lll <br /> VlII <br /> lLJl !,JII <br /> 0:1 ~II <br /> - II <br /> tnl \.D ~II <br />'0 I ~' Nil <br />W't- ~I ...... 'II <br />:]1-1 ~ ~II <br /> WII <br />'<il- I ;:: I- ZII <br />~, l:tl :J:I :::I: W <br />W ::Jy <br />~I :t: g: W 0:: <br />~I ~ I- 0::1 <br />.. II) II) w, <br />ts'l"'l I- 1-, <br />, l5 ~I II) l5 <(I <br />~ ~I ~ I 0 ~ 3:, <br />I- >-1 <br />c..D Z, Cl f$l1 II) Cl 1::;, <br />. W, W W W U, <br />NI.J... I <br />V 0'11 1SI ..J 1SI Co, <br />..... <br />.-l I'-- \.D col :::i: 1SI L"! : <br />" . cil ex) <br />~i l"- I'-- <br />0'1 N CO, <br />+ ctl ...... + ~I <br />\.D, to \.DI ~ ffi ffi: <br />, 1 , <br /> , <br /> <br />PLAN <br />SCALE: 1" = 50' <br />PEARSALL SURVEY, <br /> <br />S lSl ;= lSl <br />~ ~ s! ~.,,! <br />~ ~ ffi ~IW <br />~;;j ~ ~ld <br />~ is . '1:1" ~I~ <br />". !:; :;::~, NIN <br />So! 0 u lSl " <br />is! . N -l'" <br />~ ~ I~ ""!j <br />UJ. r:d r,:l' <br />/;3 ~ ~ ~ ~I~ <br />:; ~ :; ~ ~:~ <br />(\I ~ <o:t" W IJl <br />fil fil fil: fill~ <br /> <br />Jl: l.1l~ Ii!! lSl <br />ti:1ti<:i' ~ ~ <br />t(ldai d N..... <br />~ ", l.IJ <br />Sil:.,.. is cl [jJ ~ <br />. N ~ a::: tu...... <br />~I"'E g ~ l:;; <br />~,~~ '" t;; <br />UJ:I." UJ !l... <br />r,:l'.... >= '" ci ~ <br />Zl~ a:l li:l t; <br />c.o;?;N c.o co ~ <br />oDl:I:~"': N It: <br />,+I~ + 'f +'!2 <br />lDl....lD lD 51 ~ <br />, <br />, <br />30 -- -- - -- - - -- - - - - - -- -- - - - - - --'-- -- - ---.,------- --------- --- - ------+-- - - - - - - - - - -- ------- - - --- - -- - - - -- - - -- - -. 30 <br />PIPELINEJ~JFICATION ---.... I I / PIPELINEJifl~FICATlON <br />ttl 25 ---- EXISTING NATURAL GROUNO _n_ _____n__nnn__nnn___nn_nn_______nnnnnnn_n__n__n_ 25 <br />lL. -.. "" ".. 'C, _" .. " :: ,.. ,,,,,,,, = " = ~....:: , '". = <br />z 20 nn ~__T9f'_:~__~lJl~1"_t1!I!4PN:'Le:n_n_~n_____________ <br />..... LINE NO. 224 <br /> <br /> <br />N12l0" 31"50"W <br /> <br /> <br />5/8'I.R. AT <br />FENCl: CrnNER I <br /> <br />1792.57' ~: <br /> <br /> <br />C)VI { <br />~~ <br />"":1 <br />VI.., <br />s:!lL <br />"'a:: 200 168 145 144 <br /> <br />\10 <br /> <br />9T 80 <br /> <br />131 <br /> <br />'- <br /> <br />231 <br /> <br /> <br />151 <br /> <br />VI <br />~ <br />~ <br />a: <br />~ <br />~ <br />S <br /> <br />, <br /> <br />t==== <br /> <br />1!12 <br /> <br />I!1J' <br /> <br />==m: 21T <br /> <br />H~ <br /> <br />174 <br /> <br /> <br />PROP. 8" LINE 247 <br />E.P.C. "FEE' <br />BAYPORT-BAYTOWN CORRIDOR <br /> <br />LA PORTE OUTLOTS <br /> <br />31Y2 <br /> <br />BRASS ROD <br /> <br />500' 0Z'W <br />31 <br /> <br />1792.50' <br /> <br /> <br />RICHARD <br /> <br />~ <br />f= <br /><( <br />~ 10 <br />5 <br /> <br />58 <br />32~~ <br /> <br />1 <br /> <br />~I <br /> <br />S <br />A-482 <br /> <br />Z-- $~ <br /> <br />T.8.M.-RR SPIKE IN 8" CORNER POST <br />: /ELEVATION 24.12 <br />1 ~ <br />'0. <Ii <br />, \.D <br />=--- <br /> <br /> <br /> <br />50~' 25' 40'E <br /> <br />1214.74' <br /> <br />" ' <br /> <br />" <br />II <br />" <br />" <br />" <br />" <br />" <br />" <br /> <br />~ <br />If) <br />I""l <br />..-t <br /> <br />0:: <br />o <br />Cl <br />..... <br /> <br />51 <br /> <br />o <br />u <br />Z <br />T1 -e5 <br />~~ <br />t- <br />t/) <br />--I- Lu <br />w <br />t-~ <br />gs <br />~ <br /><( <br />CD <br />. <br /> <br />15 <br /> <br />13 <br /> <br />12 <br /> <br />63 <br />100 <br /> <br />10 <br /> <br />139 <br /> <br /> <br />EXISTING HIMll>lT O' PIPELINE <br /> <br />W <br />Z <br />..... <br />..J <br />~ <br />, <br />0:: <br /> <br />u <br />~ <br />w <br /> <br />~ <br /> <br />W <br />U .. <br />Zoo <br />W . <br />I.J...I""l <br /> <br />r,; ~ 30Y2 <br />c.D <br />~ SET 5/S'I.R. <br />--- N00. 02'E <br /> <br />900.0' <br /> <br />30 <br /> <br />A-625 <br /> <br />~ <br />~ <br />II <br />G:1 <br />.., <br />.., .... <br />~ ~ <br />~~ <br /> <br /><3.... <br />~~ <br />~ s: <br />,;~ <br />.... .... <br /> <br /> <br />I- <br />W <br />LU <br />u.. <br /> <br />Z <br />..... <br /> <br />15 ---------------- --------------------------- -. ---------------------------------- 15 <br /> <br />_ _ n _ n _ n J:~QI?9~t:.P__I!"_ U..INI;; _~1]Ll.:QJ;ILL.AllL____ _ ________ ____ _ __ __ n _ PROEQ~~_ iLlliE_Z~71. n_ - - - - 10 <br />ADJACENT TO AND APPROX. SAMF DEPTH 8"-0.20'..11'#. T., 5LX-52 PIPE <br />___________~~~~l~~Q_~~I!i~_??~l_~~~~:~!?~~J~~l.:.!______________________________tLye!C~_~9J_~_~tQ~~_8!_~t__ 5 <br />5LX-52 PIPE CROSSING STREET <br /> <br />Z <br />o <br />..... <br />I- <br /><( <br />> <br />~ <br />W <br /> <br />T .8.M. -RR SPIKE IN 8" CORNER POST <br />NORTH R/W '0' STREET 8. <br />WEST CORRIDOR LINE <br />ELEVATICN 24.12 <br /> <br />PROF ILE <br />SCALE: 1" = 50' HORIZ. & I" = 20' VERT. <br /> <br />PRODUCT IN LINE <br />POLYMER GRADE PROPYLENE <br /> <br />ALIGNMENT SHEET No.li\UN <br />DIAMOND SHAMROCK <br /> <br />1991 <br /> <br />-0 <br /> <br /> <br />___J~. <br /> <br />DWN CHKD. APPD, <br /> <br />HOUSTON, TEX-,,&"S <br /> <br />REV. DATE <br /> <br />DESCRIPTION <br /> <br />'I . .!-s g.UE,[). FOR PE.R,M!-T- <br /> <br />BAYPORT TO BAYTOWN CORRIDOR <br />PROPOSED 8" PIPELINE NO. 247 CROSSING <br />NORTH 'D' STREET <br />SCALE: AS SHOWN DATE: 5-20-91 <br />DWG.NO. DSA-BK-8319 <br /> <br />S H T. I OF 2 <br />