|
<br />'",
<br />
<br />
<br />, I
<br />!
<br />
<br />, I
<br />
<br />!
<br />. !
<br />
<br />
<br />N
<br />o
<br />I
<br />00
<br />OJ
<br />~
<br />
<br />
<br />TIE INTO EXISTING 4" UNE
<br />FROM OFFICE PRIOR TO EXISTlNO
<br />SEPTlC TANKS. USE 6" UNE
<br />wrrn CLEAN OUT.
<br />
<br />TELEPHONE
<br />JUNCTION 80
<br />TELEPHONE
<br />LINES
<br />
<br />LPG PIPELINE
<br />SEE NOTE 1 5.
<br />
<br />
<br />.....'~..........''\,
<br />",':"1l; OF r "
<br />~:.~. '*....... .f:'~l'.
<br />;".' . ' '..',
<br />, ...: ); '... I
<br />". It : r,.,. .. . I
<br />,. . " . . ..... . H' .. .. .. .. .,.... ~.~ .1
<br />
<br />~.~~~.~~~~~.~~!~1~~~~~J~~:.~~~1 .} p. f.
<br />, ..oQ'. 1'306 l () :"
<br />, ~.. ~ t : Q:';
<br />to'. -1: Q " Iv*"
<br />',r.-;"~~ 'STE.~~".~J.t;....
<br />
<br />1VJt;:~ ~ ~p
<br />
<br />..CITY OF LAPORTE
<br />REROUTING OF SANITY SEWER
<br />AND CITY OF LAPORTE COMMENTS
<br />REVISION
<br />
<br />II
<br />II
<br />I
<br />
<br />_.-
<br />
<br />J J
<br />
<br />,,_. ,1., ,
<br />
<br />I;
<br />, ' I ' '
<br />I'
<br />
<br />---------------------~-------------~-----------
<br />
<br />
<br />
<br />
<br />
<br />
<br />'"
<br />
<br />-- -- --- -- -- - --~- - - - -- - ----
<br />
<br />
<br />-- 250.00' HL&:P CO. EASEMENT
<br />
<br />
<br />~
<br />
<br />~
<br />~
<br />1
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />Ii C 2 GAS PIPELINE - AIR PRODUCTS
<br />
<br />I 0 0 iH2 GAS PIPElINE - AIR PRODUCTS 0 · BENCHMARK: SEE NOTE NO, 11 '"
<br />
<br />
<br />),~~.~ R~~Ltl:~ =- _ _ _ _ ____N.:~8.14.08~.~ 12~9.:~ _ _ _ _ _ -:- _ _I 0 : _ ..:-1' E.XIS0~~9~R< , ~. -=- _ -=- _ _ _ _.:-=- _ _--=- _ _ _~_ _ ~ _ ~ _ _ Ll~'_ UT1L1T~ ~ASEM~N~ -,- - - - - - '\.,- - - - - ~299.9~'_ - - - - - - -' - - - - - - - - - - - - - - - - - -- - - - - - =-=R
<br />
<br />
<br />
<br />-\, _ _. . I. . - - ~ ~ - - - - - - - - - - - - - - - - - - - r - - - - - - - -L"::::;. - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -
<br />
<br />______ ~--------------- ~~~--------r--------------------------- i. r I ~ I
<br />10' EASEMENT ____ -/ / II' Ii \ / : :
<br />
<br />o D EXISTING ~/, FLARE EXISTING BUILDING EXISTING I: r-------~+-----+---~------------------------------~ i I
<br />Fi 4.' WMEn UNE\ ~ i CQOROINA1E wmt PROPOSED BUILDING II I 'j / I "\. l~o'-' I
<br />:_--._ ~ DANA FOR llE-IN MH '5 I, I i I I ~ ~CIO),
<br />. :::~ . PUMP ROOM i :' I I I II "" II
<br />~GROUND STORAGE TANK : ~~'mNG I I / f '" I
<br />I I I ~ I HOUSTON PIPELINE CO. I
<br />EXISTING I I: I I ,I f ~ 2'~.~ GAS PIPELINE
<br />TER~~I~~ING 10' EASEMENT ~- -: . : ! I-- ! ~. i
<br />
<br />PROPOSED ~___J~ I Ii g I I
<br />, MH'4 ________WASTE WATER TREATMENT - - - : f (I) / ''n. : g
<br />1~ -- CONTAINMENT FACILITY 1 / I :: I "" I ~
<br />li0~ I I~
<br />f ' I '" I~
<br />I WI'" 10;:
<br />f ~ I "\. Il.:;!
<br />I I ~ I"
<br />I f I ~
<br />I I "" I
<br />I I "" I
<br />I I I
<br />I I ~ I
<br />I I ~ I
<br />I I I
<br />I "" I
<br />I I "'" I
<br />I I I
<br />I I
<br />f I
<br />I
<br />
<br />
<br />
<br />----=
<br />PRoPOSW
<br />4"' Pyq FOOCE MNN
<br />2 BURY
<br />P /L CURVE DATA
<br />6 n 72'00'02"
<br />R ~ 421.97
<br />T ::l: 306.58'
<br />L ::If 530.27'
<br />
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\ rEXISTING
<br />\' 10"~ FORCE MAIN
<br />
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />
<br />
<br />TELEPHONE LINE
<br />PROPOSED
<br />f5'tf un ST^ 11 ON
<br />
<br />I
<br />
<br />, 1
<br />200.00'
<br />
<br />_ _ _ _ _ _ - - -- - L - - - - - - - --
<br />
<br />
<br />DANA TAN\<
<br />
<br />CON-rAiNER,
<br />
<br />INC.
<br />
<br />I
<br />S.88'13'02"W. _ _ _ - -
<br />
<br />--------~------------
<br />
<br />LPG PlrEUNE~ '
<br />SEE NOT E 15.
<br />~
<br />
<br />PROPOSED
<br />FIRE HYDRANT W / VALVE
<br />I
<br />BORE a: CASE ,~'
<br />I
<br />
<br />EXISTING VALVE
<br />
<br />_ _ _ _[~;IST:l~B~ WATE~INE \ \
<br />II -- \
<br />
<br />I '-EXISTING 42"
<br />STO~M WATER SEWER
<br />
<br />"
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />"{
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />;
<br />
<br />
<br />---I~
<br />
<br />I
<br />
<br />
<br />IF 8" WATER LINE IS CUT AT 42" CULVERT
<br />THEN REPLACE AND LOWER LINE TO PROVIDE 4'
<br />OF COVER FROM EXISTING VALVE TO 10' WEST OF
<br />EXISTING CASING UNDER ACCESS ROAD.
<br />
<br />, _________ END OF EXIST1NG
<br />~ 10" FORCE MAIN
<br />
<br />SIA.7t
<br />H/GI-iW-
<br />:.<1 y ')
<br /><<5
<br />
<br />
<br />FORCE MAIN &
<br />GRA VlTY SEWER EXTENSIONS
<br />AND TIE-IN
<br />SEE SHEET 4.
<br />
<br />NOTES:
<br />
<br />1) Contractor to field verify location of all underground
<br />utilities and pipelines prior to construction.
<br />2) Contact utility coordinating committee 48 hrs. prior
<br />to construction.
<br />3) Contact City of La Porte Planning Dept. (28 -'j)
<br />471-5020, ext. 229, 48 hrs. prior to construction.
<br />4) City of La Porte Public Works Dept. shall operate
<br />all existing valves. For coordination, call (281)
<br />471 -9650, Curtis Herrod.
<br />5) Hydrostatic test shall be conducted at 125 PSI for
<br />no less than 2 hrs. per A.W.W.A. standard specifications
<br />for PVC C-900 water mains. Water meter rnust be
<br />provided to determine amount of loss during test.
<br />6) Chlorine shall be placed in line prior to conlpletion
<br />and thoroughly sterilized in accordance with A.W.W.A.
<br />7) Trench top sholl be graded level matching adjacent
<br />elevations.
<br />8) Concrete thrust blocks shall be constructed at all
<br />bends and shall attain 2500 PSI at 28 days.
<br />9) Water line crossings at sanitary sewer services shall
<br />require a 20' joint of pipe to be centered over the
<br />sewer service.
<br />10) Fire hydrants shall be "Mueller" or nAmericon Darling"
<br />or an approved equal by the City Engineer.
<br />11) All valves shall be left-hand-open/right-hand-c1ose.
<br />12) All cast fittings sholl be mechanical joint ductile iron
<br />& wrapped in plastic with ends taped & incidental to
<br />the cost of the pipe.
<br />13) All cast fittings shall be inspected prior to backfill.
<br />14) Cement sand shall be 1-1/2 sack per ton.
<br />15) MPP Liquid Pipeline - LPG Pipeline
<br />Contact at (281) 470-4901 for location.
<br />16) ..5lle. BeflGhl)1ark: Square cut in concrete,
<br />Southwest leg of HL&P Tower, Located
<br />25' north of and approximately 1367' west
<br />of the northwest corner of this tract,
<br />adjustment, Elev. 25.68'
<br />17) Reference Drawing: Southtec Services Inc..
<br />Project: SP-l
<br />
<br />SITE PLAN
<br />FOR TIE- IN LOCATIONS
<br />
<br />EXISTING 8" f/J
<br />WA TER LINE W /
<br />8" PLUG
<br />18.~ GATE VALVE
<br />
<br />
<br />
<br />
<br />\ CUT EXISTINGI u:;'
<br />ABANDON IN P~:C~
<br />
<br />2
<br />
<br />8"~ GATE VALVE
<br />
<br />NO.
<br />
<br />DANA TANK CONTAINER, INC.
<br />LAPORTE, TEXAS
<br />WATER AND WASTEWATER
<br />EXTENSIONS AND IMPROVEMENTS
<br />
<br />DETAIL
<br />SCALE: N.T.S.
<br />
<br />E9
<br />
<br />7/2000
<br />
<br />3/2000
<br />DATE
<br />
<br />
<br />~'I
<br />
<br />:::::::::::::::::::::::::::l:::;I::A:::~:IK11:K:Itr:S::::::::
<br />':':-:':':':':':':-;':':':'I:V:I:~I:'I::)s: :I~:'~:-:':':.
<br />f<irr:illeNalN!!R1Nott
<br />:;:::;:::::::;::::::CORPORATioKt:::::::
<br />':':::~'~::~':'i~Q:':\~:~:'A~~;~:'~~':~::'i~'ti:::;:.:
<br />
<br />ENGR.: W.T.M,J.
<br />DRAWN: DSG
<br />JOB NO.: 488
<br />
<br />SCALE: 1" == 100'
<br />DATE: 3 97
<br />
<br />SHE ET
<br />,2 of 8
<br />
<br />_ 4l
<br />
<br />-~ -~ ~
<br />
<br />~I"
<br />
<br />.......-
<br />_.._.".-_.._...-,..-.-._--~.._-- -~.._-
<br />
<br />~d 9glt9lB 000Z/~~/0~ - ~ll'l00d~31 - ~ 1108-00~~0~-'8N3 8NINNV~ - ~9t86Lt~B~ INI8d3n18 ~8V
<br />
|