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SS9301-SP 930526 CONCRETE PRESSURE PIPE PROJECT Project Engineer LOCATION - COPPELL. TEXAS OWNER - CITY/DWU GINN INC DESCRIPTION- GRAPEVINE CREEK SEWER TRUNK MA/N- 42' LOWERING 45 LF 42" L-30t C~SS ~50-~5' Dive o to~j Conf.'actor GHA CONTACTS FOR ~IS PROJE~ ARE : rE.KO. I~C ENGINEERING - SAU ARNAOUT ~4-262-3600 CONTA~ - DAN FRE~ISGER SA~S - RIC~ POE 214-262-3600 214-931-9494 DEU~RY ~OM PAGE 2~-262-t57~ · · · ~ AD~E~. CHANGE OR~ AND F[E~ G~fford-HdI-Amencon. Inc. o~ UA~urAcruRER or co~cR~rr PRESSURE PiPE e~ ~' ~~~ :~._~ HOU~ON VI~ORIA LUBBOCK DRAWING ]YEAR-JOB ~-DEPT-SHE~ REVIEW COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE MAY 24 1993 STANDARD ABBREVIATIONS ADAP - ADAPTOR HLS - HARNESSED L-501 SPIGOT SHT - SHEET ATT'D - AT[ACHED HP - HORIZONTAL PULL SLB - SCREEDED L-301 BELL BC - BRUSH COAT HPB - HARNESSED P-303 BELL SLS - SCREEDED L-501 SPIGOT BEVL - BEVEL HPI - HORIZONTAL POINT SPB - SCREEDED P-303 BELL BF - BLIND FLANGE OF INTERSECTION SPC - SPECIAL BHC - BEGIN HORIZONTAL CURVE HPL - HORIZONTAL PIPE LENGTH SPIC - SPIGOT BOP - BOTTOM OF PIPE HPS - HARNESSED P-303 SPIGOT SPL - SLOPE PIPE LENGTH BRPE - BACK-UP RING HT - HORIZONTAL TURN SPS - SCREEDED P-505 SPICOT PLAIN END INV - INVERT SRLB - SNAP-R~NG L-301 BELL BUR - BACK-UP RING END JHA - JOINT HARNESS ASSEMBLY SRLS - SNAP RING L-501 BVC - BEGIN VERTICAL CURVE LB - L-301 BELL SPIGOT B&P - BEVEL & PULL LD - LAYING DIRECTION SRPB - SNAP-RING P-303 BELL CB - COMBINED LS - L-501 SPIGOT SRPS - SNAP-RING P--~0.~ CCP - CONCRETE CYLINDER PIPE LT - LEI~r SPIGOT CL - CLASS MEB - MORTARED E-501 BELL STD - STANDARD CP - COMBINED PULL MRS - MORTARED E-501 SPIGOT TAN - TANGENT CPE - CLYINDER PLAIN END MJB - MECHANICAL JOINT BELL TES - TRIMMED E-501 SPIGOT CPI - COMBINED POINT MJPE - MECHANICAL JOINT TLS - TRIMMED L-301 SPIGOT OF INTERSECTION PLAIN END TO - THREADED OUTLET CPPE - COUPLING PLAIN END MLB - MORTARED L-301 BELL TOP - TOP OF PIPE CT - COMBINED TURN MLS - MORTARED L-501 SPIGOT TORF - THREADED OUTLET BET - DETAIL MPB - MORTARED P-505 BELL REDUCING FLANGE DH - DISHED HEAD MPE - MORTARED PLAIN END TPS - TRIMMED P-505 SPIGOT DN - DOWN MPS - MORTARED P-505 SPIGOT VCPE - VlCTAULIC COUPLING D~T - DRILLED & TAPPED PB - P-505 BELL PLAIN END EB - E-301 BELL PCC - POINT COMPOUND CURVE VP - VERTICAL PULL ECG - ECCENTRIC PE - PLAIN END VPI - VERTICAL POINT OF EFLG - CLASS 'E' FLANGE PRC - POINT REVERSE CURVE INTERSECTION EHC - END HORIZONTAL CURVE PS - P-303 SPIGOT VT - VERTICAL TURN ELEV - ELEVATION PWEB - PLANT WELD E-30! BELL WFPE - WALL FITTING PLAIN END ES - E-501 SPIGOT PWES - PLANT WELD E-.~01 WPE - WELDING PLAIN END EVC - END VERTICAL CURVE SPIGOT EXT - EXTRA PWLB - PLANT WELD L-501 BELL FBO - FLANGE BLOW-OFF PWLS - PLANT WELD L-501 INDEX OUTL~ SPIGOT FIK - FLANGE INSULATION KIT PWPB - PLANT WELD P-505 BELL SHEET NO. DESCRIPTION FLG - CLASS "D" FLANGE PWPS - PLANT WELD P-305 ! TITLE SHEET FO - FLANGE OUTLET SPIGOT FOB - FLAT ON BOll'OM Old' - OUANTI~ 2 INDEX SHEET FORF - FLANGE OUTLET RCB- REINFORCED CONCRETE 5 GENERAL INFORMATION REDUCING FlaNGE PIPE BELL 4 PIPE DESIGN FOT - FLAT ON TOP RCS - REINFORCED CONCRETE 5 LAYOUT FT - FEET PIPE SPIGOT CKT - CASKET RF - REDUCING FLANGE D1 - D5 SPECt~L PIPE & FTrrlNGS HEB - HARNESSED E-501 BELL RT - RIGHT D4 F~GE SCHEDULE HES - HARNESSED E-301 SPIGOT SCRD - SCREED 05 ADDITIO~ ~TER~L HH - HAND HOLE SFBF - SMOOTH FLOW BLIND HLB - HARNESSED L-501 BELL FLANGE INDEX SHEET I GIFFORD-HILL-AMERICAN, INC. ~o _~v c.A~£ p_~,~,o~ COPPELL. TEXAS I-~"~' ~c 92-146L Is~=.~ 2 REVIEW COPY NOT FOR FABRICATIOr., OF MATERIALS ISSUE DATE MAY 2~t 1993 PROTECTIVE COATING APPLIED IN THE FIELD STANDARD RUBBER WRAPPER: SEE STANDARD GA~ET ~NT DETA~L~ ~AND AND B~_ mDTH ~ ~AP~R TO ~ RUBBER GASKET ~NT ~ PROTECR~ COA~NG SUPPLED BY OTHERS.~ .............. 9' F~ 56' PIPE AND LAR~R, DETAIL./ ~o~s 'A' t 'e' X / NO~ 'e'~ ~ MECHANICAL ~NT A~ GA~ET ~L BE~ I LUeR~C*~ mm * ~TReL~ / -' ~[0[0 ~.[ a[~.~ JOINT CONNECTIONS ~TA~ C~P~ND ~AP ~CEMENT M~TAR F~ VALES AND PRI~ TO ENGA~MENT. ~ACED IN FIELD. FLANGE CONNECTIONS ,eo~ ALSO APPLICA~[ TO CAULKED F~ AIR VALES. ACCESS MANH~[S. FLAN~D GATE VAL~ ETC. ~N~ AND ~EXlBLE C~ING STANDARD RUBBER GASKET JOINT .o~-e' ~A~[ TO A~ ~[S ~ PIPE MA~FAC~RED BY G-H-A. ANY ~AC[ ~CEI~NG A CEMENT M~T~ COA~NG ~ALL ~ ~Y NO~ 'A' CLEANED AND ~T~D ~ WA~R ~ST P~ TO PLACING ~[ CEMENT M~TAR PRO.O[ 1' ~ ~ICKNESS C~CR[~ ~ M~TAR COA~NG IN ~ COA~NG. AFaR PLACEMENT. CARE ~A~ BE TAKEN TO ~E~NT CEMENT M~TAR flE~ F~ ~[ PRO~C~ ~ A~ [~O~D S~EL ~CH AS ~AN~S. CAUSED COATING ~ ORANG ~T T~ RAPIDLY BY CO~RING ~ DAMP EAR~ ~NTS. ~AD[0 ~ET~ ~S. ETC. ~E CEMENT M~TAR U~O ~ALL BURLAP. S~[ ~RINKA~ CRACKING MAY ~CUR; ~RINKA~ ~ACKS LESS ~AN C~ST ~ ~ PART ~A~ CEMENT TO T~ AND ~E-HALF PARTS ~ FINE, I/8" ~DE IN O~ER~ S~ND ~NT MORTAR A~ ~NERALLY C~DERED ACCEPTA~[. ~A~ (~AS~R) SAND. ~RE ~O~, COA~NG IS TO BE REINF~CED ~ ~R[ M[~. CEMENT M~TAR COATING ~ALL NOT BE ALLO~D TO FREEZE. THRUST BLOCK CONCRETE CRADLE, ENCASEMENT, OR STRUCTURE WALL CONNECTION NO~ N0~ 'D' IN ~DER TO PRO,DE FLEXlBlU~ IN THE E~NT ~ DI~REN~AL ~T~EMENT. A RU~ER ~ST BL~K ~D NOT LI~T ~ ~E~- GA~ET ~N~ ~ALL BE ~IN 2' ~ A RInD SUPP~T F~ PIPE 24' DIAMETER AND ~ALLER. BlU~ ~ ~E ~N~. ~RUST BL~K ~ ~ALL A FLEXIBLE ~NT ~ALL BE ~IN ~E PIPE DIAME~R OR S' ~ A RI~D ~PP~T. ~ICHE~R IS LESS, r~ LAR~R PIPE. BE ~RMINED ~R~ C~OERA~ ~ [XlS~NG S~L C~DIT~S BY ~E O~ER AND/~ EN~NEER. ~NEEAL FIELD ~F~MAT~ GIFFORO-HILL-AMERICAN, INC. ~RUST ~O~ ~ LAY~T DRA~NGS A~ BA~D ~ SUB,CT TO O~ER'S AND/~ C~SUL~NG ENd'S PRESSURES. ~ECIFICATI~S AND/~ A~ROVAL O~. NO. 92-146L REVIEW. COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE MAY 24= 1993 SCREED COAllNG ON SPIGOT &: BELL TO~ ALLOW ACCESS FOR I~ ALL PIPE LAID L J F "X"1 FIELD WELD. [FILLET WELD ON EACH S~DE ~OF' ROD. (COMPLETE FUSION UNDERGROUND MAY IN~RIOR BUTT ~LD ~m NO RUBBER GASKET (UPHANO ~LY) EX~RI~ ~LD REOUIRED FOE ~LDS. ~o o~. m ~/~6' m~cK c~- ~9~. ~m5~6. o~ u~m8 SP~COT END VIEW INDERS ~LDED FOR ~RUS[ (M3818 SPIGOT FOR 48" L-501 ONLY) DOUBLE-~LDED M5516 OR M5818 SPIGOTS REQUIRED FOR m~ ~Z[ "X" THICKER C~INDERS ~LDED · T~E FOE ~RUST. 42' L-501 45' FIELD PROCEDURE: PLACE A 3/8"~ STEEL ROD SNUGLY INTO THE RECESS BETWEEN THE BELL AND SPIGOT. THE WELD NEED NOT BE CONTINUOUS AND WATER TIGHT. IF SKIP WELDING IS PERMITTED. SEE END VIEW. ~ ~ (Ir 2/ac) DRAWN BY: J~T L-30! PIPE FIELD WELDED JOINT GIFFORO-HILL-AMERICAN. INC. - CHECKED: etv. aY O~ ~t'~JK~e DATE: .5/24/93 COPP[LI., TEXAS OW(;. NO. 92-146L SHT. REVIEW COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE MAY 24:1993 OVERALL LENGTH OF STANDARO PIPE ,- LAYING LENGTH + LAP LAYING LENG11-I OF STANDARD PIPE , I .3 1/4' LAP 3 3/4' MIN. ~ END FAS11[NER HIGH T~N.~It.[ WIRE 'H' MIN. MECHANICALLY CEMENT MORTAR '~ 4' MAX. UNDER TENSION ~ IMPACTED MORTAR-- POURED IN FIELD-- SE~ TABLE ~ COATING . er. ct. WELDED 't' · " 'D' WIRE ME..~'I -7 0 ~ 3 ~'(*~/8') ~'a~ ~0' · ~,~,~:1~ ~-- STEEL CYLINDER ~ . '.< ~ o %. NOMINAL INSIDE u u ~ ~ JOINT SPAC~ F CEMENT MORTAR~Z£0 SPIGOT RING ~ ~ E. CARNECJE SHAPE NOTE: SCRlrED ALL BlrLLS & SPIGOTS. '" " M-4935 X 4 1/2' FOR 45' &: SMALLER ~ PLACED IN FIELD ~ o M-3818 X 5 1/2' FOR 48' O d ~ SYNTHETIC RUBBER GASKET -~ -21/32' FOR 45' & SMALLER NOTE: PAINT ALL IrXPOSE:D STEEL ON '? ~ 25/32' FOR 48' ~ONEsBFLLS &BLA~RSP~GOTSmT~.W/ ~-CO^T ~ L-- ~01 "ASSEIdBLEO ,JOINT SECTION PRESTRESSED CONCRETE LINED CYLINDER PIPE MANUFACTURING DATA INSTALLATION DATA LA"ING DESIGN CHA SPUN OD CYL C-AGE ~'Olt Cv'.. '[~; H'C..t' iEl'~C_-'_:- $!~[L w-~'E WR'A~ '9 ~ BELL CC~'[ COATING. U~,~l~;;~ '~.?.:.').r 42' 20' 150--15' 150~ CAST 47 ¥4' ~110 48' 115 0_497 ~1~-III 17.17 0.69' 189,000 .5472 5655 47 1"? ~le' 2.625' 1' 50 ~' ¥4' 0.90 0-5 ¥"' 11,500 O~Am BY:..'ST L-301 PIPE DESIGN aFF~-HILL-~ERICAN. INC. ~EO: ~v. ~ ~ ~c-,-:.-,,,, O~: ~/24/9~ COPPEL, TEXAS o~ ~. 92-146L I~T. 4 REVIEW COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE MAY ~.zj: 1993 ,,, MATERIALS LIST NOTE: ALL JOINTS ARE TO BE WELDED PER SHT 3A. ''']u PC. No. OTY. DESCRIPTIONS NO. OB1 1 42" E-501 BELL X 42" L-301 BELL- D5 45.00' OFFSET BEND LX2 1 42" SPC LL=8.42' D1 ~, OB5 1 42" L-501 SPIGOT X ';' 42" CE- 45.00' D3 - OFFSET BEND EXISTING 42" E-501 SPIG EXISTING 42" E-301 BELL ~ BS4 1 42" SPLIT BUTT STRAP 32.00' 0.42' ~ A5 1 42"CE X 42" E-301 3;0.0' 3.58' ....../-3.00' 8.42' 3.00\ 3.58' 3;o 4.00' 18" ~'0 w/ ~8" x NOTE: OB1,LX2, & OB3 ~.~ WILL BE WELDED TO- ~ , /---BS4 GETHER IN THE PLANT ----LX2-- AND SHIPPED AS ONE [) '~ PIECE. · OF 10.00' 42" PIPE LOWERING NOTE: SEE GENERA/. INFORMATION SHE["F~ FOR FIELD INSTALLATION INSTRUCT~ II I I .,.o.T COPP£LI., TEXAS REVIEW COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE /AY P4- 1993 NOTE: DASHED LINES ARE CUT LINES. 'A' NOTE: SCREED ALL BELLS & SPIGOTS. I I I J REMNANT I I NOTE: PAINT ALL EXPOSED STEEL ON BELLS I I I & SPIGOTS W/ JONES BLAIR lg?l. I I I I I I ! 42" L-301 OB1, LX2, &: OB3 WILL BE WELDED TOCE1)-I£R IN THE PLANT AND SHORT PIPE ARRANGEMENT (CLASS 150-15') SHIPPED AS ONE PIECE PC. NO. LL "A" REMNANT L.L. LX2 8.42 8' - 4 9/16" 11.74 NOTE: REMNANT LENGTH BASED ON JOINT RINGS ATTACHED. REVIEW COPY NOT FOR FABRICATION OF MATERIALS ISSUE DATE MAY 24- 1993 6 1/8' 45 1/8' 18' FLG. OUT W/ g" ~ ,., d ~ , 9 !/4' OS4 PROTECTIVt~ LINING ,.,u'),.~, ~' ,.~ COLLAR ~'~ 1/4' IE X 9' SPLIT BUTT STRAP- APPLIED IN FIELD hq~' ~ d DETAIL "A" ^5 42' GKT. X 42" CYL. END - ADAPTOR W/ 18' FLG. OUT. (~) 5/8" P,. x .3" RING (~) 3/16' I~. X 12' NIPPLE I.D.-42 3/4' O.O.-lg 25/32" O.D.-48 3/4' NOTE: SCREED ALL BELLS ,lc SPIGOTS. NOTE: ALL EXPOSED STEEL IS TO BE PAINTED W/ 1-COA'r OF JONES BLAIR 1971. No'rE: FLANGI[S 10' THROUGH 48' SHALL HAVE THE MORTAR COA'I]NG DELETED FOR 5' BEHIND THE FLANGE. EXPOSED CYt. INDER IN THIS AREA IS TO BE COATED W/ JONES-BLAIR 1971 PRtMER. CONTRACTOR IS TO COAT W/ CEMENT MORTAR WHEN PIPE IS INSTALLED. J ! I~.,,: ~'rI FIT'I]NGS IGIF'FORD- HILL-AMERICAN. INC. .o. r~ C~T~ ~ Io.C~Tc~/24/9, COPPELL, TEXAS I~wG. NO. 92-'46L ISNCL'T D2 REVIEW COPY NOT FOR' FABRICATION OF MATERIALS ISSUE DATF MAY ~4 1993 .×. ; E-30! BELL X L-30! BELL L-30:l. SPT6 X CYL P.E. 4-CUT OFFSET BEND 4-CUT OFFSET BEND _~__F_.~:S_ET~.._ :_;-B_.-_"__:..-__~_~- --~---- -----"J~"-::E:--';-Y;---- PC NO OFFSET 'B' "X" 'Y" PC NO ID ANGLE ____'_A_'__ ..... . ID ANSLE 'A" OBi.:__--._.--.~_7-_-"::~_:.~ __3...00'_1_._5.06'. 1__3._q.0;..1_..9.'..6_.7/8:_1 42 7/8' OB3 42' 45.0¢ 3.00' 5.06' 3.00' 9' io s/8' 42 7/8' h,I©'IE: !..cPF. FE) e,[-L I~E/.LS ~. ~-PiC,,:- Q .4~" E-SC)I E~EL/ T~E[::) C).C.= I/.51/~' ~O'~E: ~',LL EXPOSL:'~ -~['E'L iS TO 8E 1=~"I4T~.-.~ Vvl ~-CO-'x.~ 0'; :"40"tN 01~1~ L~'2, '~ 083 CHECKED .OPP[I_L, TExA~ IDWG NO :';Z-j4~ SHEET No BY DATE REVISION BA'E ~.: .~' .' ' ~'.~ '~"~x' / REVIEW COPY NOT FOR FABRICATIOr~ OF MATERIALS ISSUE DATE MAY ~.4 ~993 CLASS D RING FLANGE SCHEDULE RING FLANGES BLIND AND/OR REDUCING FLANGES I.D. OF NO. OF O.D. OF 11~ICKN[S$ O.D. OF B.C. OF I~IICKNESS NO. Of' DIAMETER DIAMETER NO. OF OO. OF 1HICKNESS NO. & DIA. 8.C. OF SEE OPENING :LANGES CYI_INDER OF CYL. "O" FLANGE FLANGE OF FLANGE BOLTS OF OF SIZE FLANGES FLANGE Or FLG. OF FLANGE DETAIL 'A" REO'D. "B" "C" "E' "F' "G' REO'D. BOLT HOLES BOLTS REO'D "E' 'G' BOLT HOLES 'F' NO. 3' 3 1/2' SCH. 40 STD I~0~1 SLIP ON FLG 4 3/4' 5/8' 3' S11) 150! BLIND FL(;. 4 3/4' 6' 4' 4 1/2' SCH. 40 g' 7 1/2' 5/8' 8 3/4' 5/8' 4' g' 518' 8 3/4' 7 1/2' 6' 6 5/8' SCH. 40 I1' 9 1/2' 11/16' 8 7/8' 5/4' 6' 11' 11/16' 8 7/8' g I/2' 8' 9 3/8' 3/16' 13 I/2' 11 5/4' 11/16' 8 7/8' 3/4' 8' 13 1/2' 11/16' 8 7/8' I1 3/4' 10' 11 .]/8' 16' 14 1/4' 11/16' 13' 1' 7/8' 10' 16' 11/16" 12 1' 14 1/4' 12' 13 3/8' ' 19' 17' 13/16' 12 1' 7/8' 12' 19' 13/16' 12 1' I?' 14' 15 1/4' 21' 18 3/4' 15/16' 12 I/8' 1' 14' 21' 15/16' 12 - 1 I/8' 18 5/4' 16' 17 3/8' 23 !/2' 21 I/4' I' 16 1/8' 1' 16' 23 1/2' 1' 16 - I 1/8' 21 1/4' 18' 1 EA. 19 25/32' 12' 25' 22 3/4' 1 1/16' 16 I/4' 1 I/8- 18- x 1-I 1 EA. 25" I 1/16' 16 - I I/4' 22 3/4' O 20' 21 25/52" ' 27 I/2' 25' 1 1/8' 20 I/4' 1 I/8' 20' 27 1/2' I 1/8' 20- I I/4' 25' 24' 25 3/4' 32' 29 1/2' 1 1/4' 20 3/8' I 1/4' 24' 32' 1 I/4' 20- I 3/8' 2g I/2' 50' 31 7/8' 38 3/4' 38' I 3/8' 28 3/8' 1 !/4' 50' 38 3/4' I 3/8' 28' I 3/8' 38' 36' 37 7/8' 5/16' 46' 42 3/4' 1 5/8' 52 5/8' 1 I/2' 36' 46' I 5/8' 52' I 5/8' 42 3/4' INSIDE DIAMETER OF FLANGE ........ :1:1/16' THICKNESS OF F'LAND~...+I/8' MANUFACTURING TOLERANCES: OUTSII~ DIAMETER OF FLANGE ....... :1:1/8' BOLT CIRCLE .................. 4-1/16' ALL FLANGE GASKETS ~ILL BE FULL FACE 1/8' THICK RUBBER INSIOE CIRCUMFERENCE FLAmESS..O. 010' OUTSIDE CIRCUMFERENCE FLAmESS...0.020' UNLESS OTHERmSE NOTED. O+ 3/8' COATING LIMITATIONS FLANGE MAX. COATING SIZE ]~IICKNESS 'H' 'H'~/~ ---t- .-~ -' 3'-8' 3/8' ~ 18' x I' T.o...r../ I- ¢, 10'-48' COAllNG DELETED I I/4' ~ S11.. HAMr .L-' - :! I ,/4'XI'BRASS t ,'~;L~ '.,,.::~ ;;.,-- I' BRASS PtUG :...~__~,-.~ ...~,. .. , /I 3/8'/141NIPPLE ~~"' NOTE 1: THESE FLANGES CONFORM TO AWWA C207 CLASS D, TABLE 1. LENGTH 'O' · FOR OUTLETS 6' AND SMALLER, OMIT '-8"I,D, &:LARGER * NOTE 2: DRILLING CONFORMS TO LINING AND PAINT W~TH BITUMASTIC SUPER o., ~.29-, (, ;/~) ANSI 816.1 CLASS 125. TANK SOLUllON. DRAWN BY: dST C.EC EO: FLANGE SCHEDULE G, FFORO-.,LL-^ME,,CA.. '"C. DATE: 5/24/95 REV. BY DATE RE~ISION FLG. SCHD. NO. 1 COPPELL, TEXAS DWG. NO. g2-146L SHT. D4 REV)EW COPY NOT FOE FABRICATION OF MATERIALS ISSUE DATE'_ MAY 2,-t ADDITIONAL MATERIAL QUANTITY SIZE DESCRIPTION QUANTITY SIZE DESCRIPTION I" 50001~ STL. HALF CPLG. 2 EA. 21/52'~ 42' E-501 RUBBER GASKET 1" X 5/4' BRASS BUSHING 1 EA. 18' 150~ FLANGE GASKET 3/4" BRASS PLUG 16 EA. ! ]/8' x 4' BOLT W/ NUT 1 EA. 1 1/4' 3000~ STL. HALF CPLG. 1 EA. 1 I/4' x 1' BRASS BUSHING 1 EA. 1' BRASS PLUG 2 1/2' 3000~ STL HALF CPLG. 2 1/2'X 2' BRASS BUSHING 2' BRASS PLUG 5000~ STL. HALF CPLG. BRASS BUSHING BRASS PLUG 3000# STL. HALF CPLG. NYLON BUSHING BRASS BUSHING BRASS PLUG JOINT WRAPPER SCHEDULE 5000~ STL. HALF CPLG. PIPE TYPE OF PIPE QUANTITY WIDTH SIZE REMARKS NYLON BUSHING P-503 L-301 E-301 BRASS BUSHING 3 EA. 9' 42' X BRASS PLUG 2 EA. 9' 42' X O.D.D.H.= "[ DISHED HEAD (WP= PSI) 1 EA. 18' 42' X BUTT STRAP CR=100~ K~=6~. S.F.= 2' NO PAPER O.D.D.H.= "1[ DISHED HEAD (WP-- PSI) C~=100~ K~--6~ S.F.= 2' NO PAPER 1 EA, 10~ CAN JOINT LUBRICANT 55 L.F. 3/8"~ MILD STEEL ROD FOR WELDED JOINTS CPLG. W/PLUG FLEX-PROTEX DRAWN BY: JST ADDITIONAL MATERIAL GIFFORD-HILL-AMERICAN. INC. CHECKED: DATE: 5/24/93 COPPELL, TEXAS o~. NO. 92-146L I.~'lT. 05