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168 I I I I / EXISTING E.P.c.. b.JCRETE rUNNEL ,1.-..- .L L .. 10,~ H~ _ IS WILLIAM \ I I I I \ -- ~ \: 1 ~tl ~ \ \\ \ o ..... II I ....: ~ l8 \ II I VI - \ 11\ ~{ --,= ~~,'~-- W \ II I I III "I I III I \I I III I II I _IL-- _ ..- :3 z ~ -' 0::'- -- ..~- ~ z Si X IU III III ! .\ < 173 COUNTY, TE.S SURVEY, A-482 ~ $~ M. JONES \ I I I N02' 58' 0C\'W 1.. --- ":" \ II I , II I I II I , I II I , II I I '\ :: : , N0~' 15' 2Q'\oI 250.00' II _~, __ 549.56' __--'-1---04+---...- .u ,::1= '~I .----+- _ 32 60 58 13\ 110 '1 200 .., 5 ;, : I 9 II I 0:: II I I 5 :: : \ u :~ I I Z _ u- I- =-- 231 - 3- o - ~ I.ii.'-.... I ruJ 151~'l1' I I ~ 9 :: : I 15 - co ~ '1Z 13 - 0 ' ~~1;~ - t- ~ 21l> Tr N 5 ~ m .. +-- -- -" 100 166 138 224 2\1 EXIST. HIMONT 8'lINE r/ I II I " &... '" ..... <::lol 15> I III ~ N ':!; I III <( ~ ~~J$~; \\\; - ~ I II \ -l ~{U \ I :: ::;( \ 110 206- I " I ~ I ~ -114 2153 81' I"'~: .....-- - *:- fr> - - r- - ~ 500. 45"24'E /< 1#:1.'1' II I ~I L.:I ,Iw POWER II \ 2:i POLE II' COPPER WELD ROD ~I~ \I I 9,' '" t-1'~ :: : a\ ~ ~'I~ II I ~ I!!I ~ ~ ~I\~ w:~~ ~ ~I ~ ::::\ ~:~ ~:~:~ ~ ~ ~ ~ ~1\lI'! ~:~~ ... ~I 'l! 'I ill v'IVlI'" oJ! lJ> - I ~:~ ~~~ ~ ~\ ~ RICHARD PEARSALL SURVEY, A-625 'UJ PROP. 8" LINE1247-' \ :: :/l~ I I II :t -l I T.B.M.-"c" CUT IN SOUTH END \:- 3:- ~ II 8~J~SJN~f~:.~~f. ~Ii~~iVE ~ ti: :siC: ELEVATION 18.78 II : lSl Q:1' I ~I: ~4 I LO+ E.P.C. <( I : \ y CffiRlDOR ____ 0..,____ _+_ __:~ _: N SIGN ~ sell" 21' 3Q'E I 250.11' WI \I ...~ \- 507.41' , 1-1, ~ ~ :: PQv~:A' N03' 15' 29'\01 ~ ~ ~\ II PCl..E w'll!. 0>- 15 II z,~~ :=!! I~ ~ OJ\ II :11 ffi . ct.\aw \;;, II ~\~~ .....w'< ~ W'i II CI!(N <::t\::! Iii 3: ~I ~ II U>':~ lJ.. I.... p,. IX WI ,W x' ~ l:: ~ ~I ~1I5 ~I ~ lLJ EP.c. ~ ~ \ g ~\ ~ ~:~ ~: ~I ~ SET DIVISION 1-' ~ ~ & &:1+'\ ~::lX ~, ~ N BAYPORT OFFICE \:t ~ ~ _, ~ ~lltb ~'t.J to I I I I I I U 0: W to co z PLAN SCALE: 1" = 50' ~ LJ ~ I~ ~'i I~ i ~ ~ I ~ H ~ ~~J li2 <S<ui is ~ l!:! :;! U I- Iii I- W W I- (!iw <,..:6 ~ l!;;~ ~I s . ~ ~ ~ ~ 15 i ~ ~ :3:l cs ,.; ~ ;?,Gll!;; 8 !Z~ 10 I~ ;; ~ 0 ffi !!.! ffi ~ ffi J - ~&, i N . ~uil- ~ Iv j l':l ~ 8 :=!! ~ ~ ~ ~ ~ ::; ~~ ~!z- t: . ;:;;~ ~ ~. ~ 63 15 _ w ~ tl l':l t~ 01 g ~ ~ u z ~ C!~w . fJ! !~ ~ 5: I~. '" N u.... I.ll <::t U1 63 U1 ~ ,., ~ 5 ~ ... % z_~ ~ ~: :::::::::~:::: f~:: :~::::::::::! ::: ~ ~:~:::: :::::: ~:::! ::::::::::: ~:::! ~ :~:::::: ~::::::: ~ ~ -,:::::: 30 ~ 20 _ __ _u _ __ u_ _ __~_ n_ __nn_ _ n u_ _ _ ",{~~~~~~ _N.:'~_~~~N_D_ -- - ~ ..-:s:..: - - -- _n - - - --I~ - n -- n_ ...-:""...c::. ~'" ,_ ~......*" --."'\' ~ -I'" : ~ _ _'_ _= __'_ 2~:~:!~ :___':::r:~_: :_____ __ _ _ _ _ __ _ _ _ __ _ _ ___'_: __~:_ .:~: _ _.. _ _ _ _ __ ___ ____.. ___ ___ _ _ . _ = _ \~ ~ _.~_'_1~ -~: .~': ~~..= 2St;J W lL 206 ~ 15 !;i > ' j HP 'AS BUILT' HIM<NT 8.... ~ 10 ____u - _L .----~:tl~rl:AItf.---u----u---nTllo1E-NO.-ii4n-..- nn_.~---u--------nn--u __unun_nn - -u- S -------------------t---i8-~Njt-----------------~~~~~-;~~;~-~~~;;~~-~~~----- -------- ---------------------- o - - - --- - ---- - - - - --- _n_ - - "6i-- - n n_ - n - - __u n-f~f,~tlll&tJ",Nf~m~:~~vf.~~lH-- -- -- n - -- - ~'_n n__ - (ljt~E-i41i' - - - - - 0 5LX-52 PIPE CROSSING STREET ~". T 5LHl2 PIPE T,B.M.-.d' CUT IN SOUTH END (TYPiCAL BOTH SIDES R/Wl OF WEST HEADWALL OF CONe. PROF ILE DRAIN UNDER E.P.C. EXIT DRIVE ELEVATION 18.78 SCALE: 1" = 50' HORIZ. & 1" = 20' VERT. REV. DATE DESCRIPTION () -"~/e.;ll SStfED--roR--PC:"R'NHT 15 ~ .... I- 10 ~ lJ.J -I '; lJ.J DWN CHKD. APPD. -- - ..-tDB -- -~-!----_.. - PRODUCT IN LINE POL YMER GRADE PROPYLENE ...". ALIGNMENT SHEET NJl ? 0 1!oI~1 DIAMOND SIHAMROCK - - HOUM'C>>J, TRXAS BAYPffiT TO BAYTOWN CffiRIDffi PROPOSED 8" PIPELINE NO. 241 CROSSING F AIRMONT PARKWAY SCALE: AS SHOWN I DATE: 5-20-91 DWQNQ OSA-BK-8322 SHT. I OF 2