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'!ol -. .', H~ IS WILLIAM I COUNTY, TE... S M. JONES SURVEY, A-482 ;E-- $ i:- l~ \11 \ '\ I ~ I :: : g ~ !!l ~ I III U - ~ I III . \II II I ~~:: '" I III 0", - '" I II' u:~ ~ III V! - I II' ~[~L:: --:::- -JI.J- -- Ii: !i ;:: 144- V! II 15 \ II I I III III I II I I " I III I II I _I~ ~ __ I I 1 I I I 1 1 \ N02' 58' 09"W 1- --r-- I II I , II I 1 II I I I II I I II I , II :: I N03' 15' 2Q'W 25'" 17.1'A' II --.:...: ~ 549.56' ~uu_ _ --\ _ _ _ .... _ _ .,.... --:;:t---:-' . ----.-60 58 ==1= 32 J31 110 197 '" III ! " ~ :: II 9 II I a::: II I I 5 :: : \ u ~ ~ ~ \ Z _ U- I- ..... 231 - ~ o - ~f'"'" = I t- uJ 151 "1 r- I >- 0 :: : I L-- 15 - ~ i 1213- -l-l-7;~ -~~ 216 ~r N ---. - ~ ~ ~ :3 z i / ll.. l:l Z ~ ;? w 168~- I 1 I I I I 1 ! / EXISTING E.P.c. bCRETE TUNNEL I _~_.L L --.- 200 ........- t- -- < 100 , 166 138 224211 EXIST. HI~T B' LINE / l!;, I.,::.t N !lj! I ......11 <i. ~~J-~ ~ \\ 1\\ ~ ~ u:_ 1.O ~II t- :5 Q;; I "lI" I ii! t5 \ I (011::1 I Ii:{ u ~ II ooes; 110 21i16- I II ~ I Q~ --~~---t-- ,\!!i 2153 aL' I"~' ~~I I ' ~ 500. 45"24'E /< '':::7.1' II I I"") ~I [iJ I , ,kJ POWER II I \ v I~P~E III COPPER WELD ROOII ~'~ :: : 'ill ~ ~:I~ :: : ~ ~I ~ ... ~'I~ \!!:~~ ~ ~I ~ :::\ ;;::~ ~::l? ~ ~ ~ ~ ~~\UJ !:!~ ~ ~, .q I ~:~ ~~~ ~ ~\ i 113 I uJ PROP. 81 LINE1247,---11 :: If z \ I II :t :1 I T.B.M.-b" CUT IN SOUTH END ~ 3: ).." OF WEST HEADWALL a= CONC. ~ "- ~ II DRAIN UNDER E.P.C. EXIT DRIVE \.010:: ~ ELEVATION l8.78 II : IS! Si \1 I:: ~4 'f E.P.C. Il. I I,,: \ C)'/ ~~~DOR ~ 50i='" 2Y 39'EI- 250Ji'- -:t -l-:~ .. ~ \- 507.47' .... I ~ ~I :: po\V~~A N03' 15' Zq'W :!: I -: ~c,.,';\ I I Pa...E Wi ~ . QI ~ \'O' 1\ ~\ - ~ <:~:J: 'II -'Ii' 0: I-~ '" In, \II" ~I ~ ...... '< '::j w I::; ""'" ...,1 -C:(, Iii ~;:I '" "" I [010. N lI...[:j I'A ffi ~ 0 "'I~ xl~ I'" ~ < ~I - 911-' ~I g w EP.c. ~ ~ l g e\ ~ ffi:~ ffi\ g ~ SET DIVISION 1-' sJ og ~\I III ~::~ ~: ~ N BAYPORT OFFICE \:t ~ ';.t,.t ~II~ ~'i:.J LO U 0: W RICHARD PEARSALL SURVEY, A-625 to co z PLAN SCALE: II = 50' I- 30 ~ 25 z ..... 20 ~~~ ~~ ~~.. ~ i ~ i ~ ~ ~ ~ i ~ B ~ ~ I~~i < as I i5 ... Iii >- := .".ld <...=6 ~ ~ ~ 15 -' ~ ~ ~ ~ a :l!Q ~cly; ~~ ffi ~ m ~ ~ ~ Ri ffi ~ d~ ~~~ ~ >- ~ ct ;?; ;; i: ~ ;; ..;)( iil>-!;'l '" ~ i'!i_ '" lj ~ t:()> l3 Ill~, t: :i~ <.:lO", . ~ '" 0,... D ~ fil UJ;:i loJ '" or- z z'3:S w ~!~~ ~ ~~ ~ ~~ i ~ ~ S !cl! ~ ~ ~ ~~ ~~~ ::::::::::::::\; : :::::::::::::::::::: :::::::::::::::::::: :::::::::::::::: ::::::::: ::::::::: :::~::::::: 3" I I ~ i$ V> ul J w :J: U >- a , ----------------- --------------------------------------------------------------------- ---------------------- I- 251:::1 Ii. 203 z o ~ 15 > I.JJ ....J I.JJ I _L L ___ _~ ~-.8rJ;1nC--_---_~.- ___ _ _ _ __ -t~E:~~~L~J:!!!M<!'lJ- ~':>.....::.- ____n___ n - - -- - -- - -- - - - - n -- -- - - - -- - - - --- 5 ------------------~--------jt------------------------------------------------ -------- ----------------- ---- o _______________________~~G:~------------"-----;p~~~i~~~~~~~~A~et~-----------~~~--------------~---- 0 t1 <.XfS'rlNG ,LINE 2L~1 n/8 -l!2!lol'l.l.. F'Rtf'OSED ILlNE 2411 T 8 M 'd' CUT IN SOUTH END SUI-52 PIPE CROSSINC STREET 8'-0.250"1I.T.. SLX-52 PIPE . . . - PRO F I L E <TYPICAL BOTH SIDES R/WI OF WEST HEADWALL OF CONC. DRAIN UNDER E.P.C. EXIT DRIVE PRODUCT IN LINE ELEVATION 18.78 SCALE: 11 = 50' HORIZ. & r = 20' VERT. POLYMER GRADE PROPYlENE ALIGNMENT SHEET NO. 0 '9 DIAMOND SHAMROCK 15 ~ j:: 10 ~ lL1 5 W REV. DATE . '---0-'- DESCRIPTION DWN CHKD. APPD. -fs"S-u-~o --FOR - PE:RM1T' .'- -t'DS'-- ~ - -HOUSTON.T!~XAS-- BAYPffiT TO BAYTOWN CffiRIDffi PROPOSED 8' PIPELINE NO. 247 CROSSING F AIRMONT PARKWAY SCALE: AS SHOWN DATE: 5-20-91 I)WG. NO. 0 S A - B K - 8322 SHT. I OF 2