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WA9301-SP 980212
. City of Dallas Date: February 12, 1998 Submittal No. 15010-09 To: Bar Constructors, Inc. P.O. Box 10 DISPOSITION Lancaster, Texas 75146-0010 Attention: Ms. Lucy Garcia Subject: Coppell 2 Metering Station Contract No. 94-81 Gentlemen: We are returning the following submittal data: IDENTIFICATION DESCRIPTION #97-117BL Gifford Hill - Corrected Layout Drawings for Conc. Pipe 4 0 _X _ Distribution: Design Engineer - 0 Project Manager - 4 (File- 1), (Field - 1), (Coppell- 1), (Pumping - 1) ?ff--o-vts-.~ ~ ~;~ Desil~ Services Water Utilities Department Design Sen/ices, 320 E. Jefferson, Rm 213 ® Dallas, Texas 75203 ® 214 / 9484576 · FAX 214 / 9484599 A city utility providing regional water and wastewater services vital to public health and safety. CONCRETE PRESSURE PIPE PROJECT NO EXCEPTION TAKEN [] MA!',E COF,:RECT~ONS NOTED [] Pro. fect : REVISE ,,-'~,NF; RESUS,MIT [] LOC~.TION - COPPI[LL T[XAS RE..iECTED [] )ALLAS WATER U~LmES O'IIN'I~-~ - CITY OF COPP[I.L FOR RECORD ONLY I)!~SC!tlPTION- 2 U[T[mH(; ST^T~Ot~ REVIEW g"f' T~ :FZ E-:+~'.jC~,!EE:R Di:)ES NOT r,: ""' TH ~:: C( :'~'j'f ', i.,'Uff OR FROM RESFOHSSUILVP( ~-C',""' 'CC["iFORMANCE u8 L.f. 2~" B-303 C~^SS ~ WiTH CO!,J"i'R;:',CT REQUIREMENTS. ...,. ,,' .-~o~ ~^~, ,,o Cin,~l~~ ~ Lg. 42' L-30~ CLASS 150-W PROJECT CONTRACT # .. 9'~}' J~H. fectofl/ By Date G~ CO~rT~CTS ~OR TInS PRO.~f. CT ~R~-: DALLAS WATER UTILITIES DEPT. E~AR co~smuceRs !~IIG!I~It'[~ilII~IG - JMUY TORRE:S (972) I1.~I,i~ - BAU(;H & ASSOCaT[S (280 8O7-9696 CONTACT ,- SAM ARf!^UB~DI~ D!t~ - TOM PA6[ (972} 262-1571 ~ (972) 227-328~ NELS Gifford-HilI-American, Inc. - D~ ~OU~N ~ORI~ RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION STANDARD ABBREVIATIONS ADAP - ADA,°TOR HIS - HARNESSED L-301 SPIGOT SFBF - SMOOTH FLOW BLIND ATF'D - ATTACHED HP - HORIZONTAL PULL FLANGE BC - BRUSH COAT HBB - HARNESSED B-303 BELL SHT - SHEET BEVt. - BEVEL HPI - HORIZONTAL POINT SLB - SCREEDED L-301 BELL BF - BLIND FLANGE OF INTERSECTION SLS - SCREEDED L-301 SPIGOT BHC - BEGIN HORIZONTAL CURVE HPL - HORIZONTAL PIPE LENGTH SBB - SCREEDED B-303 BELL BOP - BOTTOM OF PiPE HBS - HARNESSED B-303 SPIGOT SPC - SPECIAL BRPE - BACK-UP RING HT - HORIZONTAL TURN SPIG - SPIGOT PLAIN END INV - INVERT SPL - SLOPE PIPE LENGTH BUR - BACK-UP RING END JH - JOINT HARNESS ASSEMBLY SBS - SCREEDED B-303 SPIGOT BVC - BEGIN VERTICAL CURVE LB - L-301 BELL SRLB - SNAP-RING L-301 BELL B&P - BEVEL & PULL LD - LAYING DIRECTION SRLS - SNAP RING L-301 CB - COMBINED LS - L-301 SPIGOT SPIGOT CCP - CONCRETE CYLINDER PIPE LT - LEFT SRBB - SNAP-RING B-303 BELL CL - CLASS MEB - MORTARED E-301 BELL SRBS - SNAP-RING B-303 CP - COMBINED PULL MES - MORTARED E-301 SPIGOT SPIGOT CPE - CLYINDER PLAIN END MJB - MECHANICAL JOINT BELL STD - STANDARD CPI - COMBINED POINT MJPE - MECHANICAL JOINT TAN - TANGENT OF INTERSECTION PLAIN END TES - TRIMMED E-301 SPIGOT CPPE - COUPLING PLAIN END MLB - MORTARED L-301 BELL TLS - TRIMMED L-301 SPIGOT CT - COMBINED TURN MIS - MORTARED L-301 SPIGOT TO - THREADED OUTLET DET - DETAIL MBB - MORTARED 8-303 BELL TOP - TOP OF PIPE DH - DISHED HEAD MPE - MORTARED PLAIN END TORF - THREADED OUTLET ON - DOWN MBS - MORTARED B-303 SPIGOT REDUCING FLANGE D~T - DRILLED & TAPPED BB - B-303 BELL TBS - TRIMMED B-303 SPIGOT EB - E-301 BELL PCC - POINT COMPOUND CURVE VCPE - VICTAULIC COUPLING ECC - ECCENTRIC PE - PLAIN END PLNN END EFLG - CLASS "~' FLANGE PRC - POINT REVERSE CURVE VP - VERTICAL PULL EHC - END HORIZONTAL CURVE: BS - B-303 SPIGOT VPI - VERTICAL POINT OF ELEV - ELEVATION PWEB - PLANT WELD E-301 BELL INTERSECTION ES - E-301 SPIGOT PWES - PLANT WELD E-301 Vl' - VEITRCAL TURN EVC - END VERTICAL CURVE SPIGOT WFPE - WALL FITTING PLAIN END EXT - EXTRA PWI. B - PLANT WELD L-301 BELL WPE - WELDING PLAIN END IrBO - FLANGE BLOW-OFF PWI. S - PLANT WELD L-301 INDEX OUTLET SPIGOT FIK - FLANGE INSULArlOll KIT PWBB - PLANT WELD B-303 BELL SHEET NO. DESCRIPTION FLG - CLASS "D" FLANGE PWBS - PLANT WELD B-303 1 TITLE SHEET FO - FLANGE OUTLET SPIGOT FOB - FLAT ON BOTTOM QTY - QUANTITY 2 INOEX SHEET FORF - FLANGE OUTLET RCB - REINFORCED CONCRETE 2A ORIENTATION SHELrT REDUCING FLANGE PIPE BELL 3 GENERAL INFORMATION FOT - FLAT ON TOP RCCP - REINFORCED CONCRETE: 4 PIPE DESIGN FT - FEET CYLINDER PIPE GKT - GASKET RCS - REINFORCED CONCRI!'TE 5 - 14 LAYOUT HEB - HARNESSED E-301 BELL PIPE SPIGOT D1 - D37 SPECIAL PIPE &FITTINGS HES - HARNESSED E-301 SPIGOT RF - REDUCING FLANGE D38 & 039 FLANGE SCHEDULE HH - HAND HOLE RT - RIGHT D40 ADDITIONAl. MATERIAL HLB - HARNESSED L-301 BELL SCRD - SCREED INDEX SHEET GIFFORD-HILL-AMERICAN. INC. ,o. BY D~...~ , ,~s~o, COPPELL. TEXAS ~,c. ,o. 97-1 I TBL Is~ 2 t RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION PROTECTIVE COATING APPLIED IN THE FIELD STANDARD RUBBER WRAPPER: SI~E STANDARD GASKET ,JOINT DETAIL GL D AND BOLTS tldl1..I ~ WRAPPER TO BE RUBBER GASKET JOINT p .AiiN S'l'EE:t, S"IRAP 1HRF'ADED 9' FOR .36" PIPE AND LARGER, DE;T~ PROTE:C'ITV[ COAllNG SU PL ED BY OTHERS. THROUGH HDd Or WRAPPER 7' FOR 33" AND SMALLER, APPLIED IN RELD. NTC~O~SE:E ADDI ONAL MATERIAL SHEET. F'I TI~ SEE NOTE ~C~iCi~E:ACMy' .'.-:~C~; .... * · - .. ~. - .. * . · ~ ~N,~%__ ~"~""' ~'~" ''~ I,'~, I MECHANICA'L JOINT AND GASKET SHALL SEE NOI'E · L~CT~,~_E ~OMmi=,~UN~i JOIN T CONNE C TIONS MEN? MORTAR FOR VALV~:S ANO O1HER TYPES OF PIPE:. PRIOR TO ENGAC-~:MIrNT. PLACED ~N F~ELD. FLANGE CONNECTIONS ABOVE D~TAIL ALSO APPLICABLE TO CAULKEO FOR AIR VALVES, ACCESS MANHOLES, FLANGED GATE VALVES, E:TC. JOINTS AND F'I.~X'IBLE COUPLING CONNEC"nONS. STANDARD RUBBER GASKET JOINT NO'~ APIq..ICABLE TO ALL TYPES OIr PIPE MANUFACTURED BY G-H-A. ANY SURFACE RECEIVING A CEMENT MORTAR COA'I1NG SHALL B~: 11..IOROUGHLY NO/E: "A" CLEANED AND WETTED WlIH WATER JUST PRIOR TO PLACING 1HE CEMENT MORTAR PROVIDE 1" MINIMUM THICKNESS CONCRE:/~ OR MORTAR COATING IN 'IHE COATING. AFTER PLACEMENT, CARE SHALL BE TAKEN TO PR[%/ENT CEMENT MORTAR FIELD FOR 1HE PRO'I'~CTION OF ALL EXPOSED STEEL SUCH AS FLANGES, CAULKED COATING FROM DRYING OUT TOO RAPIDLY BY COV!~:RING IqTH DAMP EARll. I OR ,,JOINTS, 1HREADED OUll. E:TS, CLOSURES, ETC. 'file CEMENT MORTAR USED SHALL BURLAP. SOME SHRINKAC.~: CRACKING MAY OCCUR; SHRINKAGE: CRACKS LESS 'IHAN CONSIST OF ONE PART PORTLAND CEMENT TO TWO AND ONE-HALF PARTS OF fiNE, 1/8' WIDE IN Oll-IERISE: SOUND JOINT MORTAR ARE GENERALLY CONSIDERED ACCEPTABLE. .SHARP (PLASTER) SAND. WHERE: SHOWN, COATING IS TO BE REINFORCED WIIH W~RE MESH. CEMENT MORTAR COATING SHALL NOT BE ALLOllED TO FREEZE, ~ NO'E: "0' .,,. - o .. ~' ,.~"~"..'., .. I :.. THRUST BLOCK CONCRETE CRADLE~, ENCASEMENT~ OR S,TRUCTURE,,, WALL CONNECTION NOI~ 'O' NOIE "C" IN ORDER TO PROVIDE FLEXIBILITY IN THE EVENT OF DIFIrEREN'RAL SETTLEMENT, A RUBBER THRUST BLOCK SHOULD NOT LMT THE FLEW- GASI(rT JOINT SHALL BE ITHtN 2' OF A RICK) SUPPORT FOR PIPE 24.' DIAl,lEER AND SMALLER. BIUTY OF THE JOINTS. THRUST BLOCK DESIGN SHALL A FLEXIBLE JONT SHALL BE Mll-IIN ONE PIPE DIAMETER OR 5' OF A RIGIO SUPPORT, filCHEVER IS LESS, FOR LARGER PIPE. BE DEIERMINED THROUGH CONSIDERAllON OF' EXIS11NG I G~NERAL~F1ELD INFORMATION I GIFTORD-HILL-AMERICAN, INC. SOIL CON0rI10NS BY THE OWNER ANO/OR ENGINEER. T THRUST SHOWN ON LAYOUT DRARINGS ARE BAS~D ON SUBJEC TO OffiER S AND/OR CONSUL'lING ENGR'S I:ql:~: DESI(~I PRESSyRES. SI:~CIFICATI S AND/OR APPROVAL DWG. NO. 97-117BL I S.T. 3 ' RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION NOTE:BLOCK OUT ON B&S FOR STUD AS ... SHOWN ON DETAIL *A" ON SHT 3 ~pB(~ ~ 3/8" BOLT W/NUT U-NUT JOINT MUST BE GROUTED I/4" ~ ~ ------4 1/4" NOM. = BEFORE LINE IS IN. _ . :,'--"-: :-:.:..:: "-.."'~'-_ .:--:-'-!i ..... !. ' '1 -.--.-. -.- --.:. :..._ i'. :..-::---::-' '. "-: i~-:_--::-- ~ !'':' :"' //"// / -._-. . .,. '. '. '.' '.-..: -'-' *.-' . 3 t/4' ,' -' ' "*' :-..-.. - ' · - - ' ' .., .'..,..... - .~ ,: ~ .---,-..-. '~'. -.:.-...:.-;: ,' . ' ' ' ' ' ' 3/4'(t ~/8') FOR 16' THRU 31 "' . -. - - .' · b .' P5'(+1/8') FOR 42' THRU 48~i 1/2' ON 16'-36' F~PE 3/4" ON 42'-48" PIPE''~ TYPICAL SNAP RING SPIGOT TYPICAL SNAP RING BELL ASSEMBLED JOINT DETAIL :s/e' .so. ,O. Nm'~ /..1 ~5/~6" U~N. FIELD PROCEDURE U-NUT 3/8" O~ x 4' LONe ,EX. HO. COLT INSTALLATION DATA t) UAKE SURE SNAP raNG CUP IS APPROXIMATELY BLrLL SNAP RING (SHIPPED IN BELL) I.b. MAX. , CENTERED BLrllNE:EN SNAP RING ENDS. · OIr DEFL OFFeaET 2) ENGAGE SNAP RING SPIGOT WITH BELL AS SHOWN, PIPE ANGLE (INSTALL PIPE SO THAT THE BOLT ASSEMBLY ON THE 42' 0,60' 2 1/2" BELL END IS ON TOP,) 3) BREAK CENTER NUT LOOSE (1/8 TURN) ANO 24" 1.09' 7 5/16' TIGHTEN BOLT TO DRAW SNAP RING 0OWN, ' ' "' "" 'b ' 4) IF J(~NT IXFLECTN)N IS R~O~RED, BEFLECT THE : "' ~> ' ' ' ' RIPE BEFOR[ TIGHTENING THE SIIAke RING ALL ' ' ' - ~ ' THE WAY DOWN, 5) CHECK THE GAP BETWEEN THE ENOS OF THE SNAP RING (3/16"+ 1/8'), ALSO ENSURE THAT SNAP NOTE: SNAP' RING JOINT ASSEMBLY HAS BEEN IS IN CLOSED POSITION AROUND THE CIRCUMFERENCE .. DESIGNED TO PRO~Dr J(~NT FLEXI~LITY OF JOliT BY CHECKING THROUGH GROUT HOLES, OF !/2' ON 16"-36' RIPE AND 3/4" CROSS SECTION AT SNAP RING CLIP ON ~2'-46- roPE. 6) A~ACH BONING CASTE AND ATTACHUENTS AS 7) N~"TALL THE WRAPPt'R AND GROUT THE JOINT, BY: JST 42" L-301 & 24" B-303 BONDED GIFFORD-HILL-AMERICAN, INC. SNAP-RING JOINT HARNESS owc. NO, 97--111BL SliT, 3A RELEASE COPY ., '.' J A N 2 8 1998 ISSUED FOR FABRICATION ; r""N ~ - CLOAAlllNG BLOCKED ;N ]COLLARE:D STUOS ATTACHEO PL NT. SEE DETAIL 'A' IN PLANT. 3/8" HEX NUTS PNNT SlRWl$ tOP INSTALLED IN FIELD, ,, :.- :- :: ,.'-.*.-..-.- .:..... ':"! ..........' DETAIL 'A' (OETA,L ~.s I F/////////////////////~//'///////////////////////////~ ~-~'3/8" DIA, HOLE TYPICAL BONDED JOINT DETAIL NO, 4 GA, (AWG) BAI~: STRANO~:D COPPIS:R CABLE ATTACHE0 TO COPPER CONNECTORS IN PLANT, COPPER CABLE TOP ~. .. SONraNG J.NP~R FIELD INSTALLATION PROCEDURE BOLT COPPER CABLE CONNECTORS SECURELY TO COLLARED S1UDS AS SHOWN USING 12-18 ft-tl TORQUE, TUCK (XCESS WiRE INTO JOINT GROOVE: AND APR, Y (ZMENT MORTAR TO EXTERIOR 0~' JOINT, COVERING ALL EXPOSED STEEL '~' CABLE AND NU/S SHIPPED LOOSE:- TYPICAL JOINT .see. /16 9 ~ 97-111BL1~ 3B RELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION 1/2" ON 16'-36- PIPE._,I L 3/4' ON 42"-48" PIPE TYPICAL SNAP RING SPIGOT TYPICAL SNAP RING BELL ASSEMBLED JOINT DETAIL 3/8" SO. HO. NUT FIELD PROCEDURE U-NUT 3/8" DIA. X 4' LONG HEX, HD. BOLT INSTALLATION DATA ~) MAKE SURE SNAP RING CUP IS APPROXNATELY CENTERED BETWEEN SNAP RING ENDS. BELL SNAP RING (SHIPPED IN BELL) I.O. MAX. 2) ENGAGE SNAP RING SPIGOT WITH BELL AS SHOWN. R~ DER_ OFTSL"T (INSTAt. L PiP[ SO THAT THE BOt.T ASSEMBLY ON THE: ANGLE BELL END IS ON TOP.) 36- 0.75* ~' 3) Srr. NC CLrmER Ntrr LOOSE (I/8 ~U~N) AND 24' 1.09' 7 5/16' TIGHTEN BOLT TO DRAW SNAP RING MOST OF ·: 16' 1.60' ~0 3/4' THE WAY DOWN. 4) TUG PIPE TO EXTEND JOINT SO THERE IS METAL- TO-METAL CONTACT BLr~EN THE BELL AND SNAP RING AND THE SNAP RING AND SPIGOT. IF dOINT 0EFLEC11ON IS REQUIRED, DEFLECT THE RPE. THEN TIGHTEN THE SNAP RING ALL THE WAY DOWN. ~ RING CUP NOTE: SNAP ~ ,JOINT ASSEIaBt.Y HAS 'BEEN 5) CHECK THE GAP BLrTWEEN THE ENDS OF THE SNAP DESIGNED TO PROVIDE JOINT FLEXIBILITY RING (3/16'+ I/6'). ALSO ENSURE 1HAT ~ RING OF 1/2" ON 16'-36' PiPE AND 3/4" IS IN CLOSED POSmON AROUND THE CIRCUMFERENCE CROSS SECTION AT SNAP RING CLIP ON 42f'-48' PIPE. OF JOINT BY CHECKING THROUGH GROUT HOLES. 6) INSTALL THE WRAPPER AND GROUT THE ,JOINT. 0RAWN ~r: JST B-303 SNAP RING JOINT HARNESS GIFFORD-HILL-AMERICAN, INC. CHECKED: COPPELL, TEXAS ova. NO. 97-117BL SHT. 3C RELEASE COPY J A N 2 8 1998 ISSUED FOR FABRICATION SCREED COATING ON SPIGOT &: BELL TO ALLOW ACCESS FOR . . FIELD WELD. FILLET WELD ON EACH SIDE ALL PIPE LAID OUTSIDE MORTAR OF ROD. (COMPLETE FUSION UNDERGROUND MAY APPLIED AFTER REQUIRED BETWEEN BELL &:ROD) BE SKIP WELDED COMPLETION OF' AS SHOWN. RELD WELD. 3 1/4" "T" ., -, .. - . -,,- --, . ,,- ... - ... . . ~;.. : ' VERTICAL POSITION INTERIOR BUTT WELD WITH NO GASKET (UPHAND ONLY) EXTERIOR WELD REQUIRED FOR WELDS. ~10 GA. TO 3/16' THICK CYL- M4933, M3516, OR M381S SPIGOT END VIEW INDERS WELDED FOR THRUST. (M3818 SPIGOT FOR 48" L-301 ONLY) DOUBLE-WELDEO M3516 OR M3818 SPIGOTS REQUIRED FOR THICKER CYLINDERS WELDED ac TYPE "X" OESGN.PS FOR THRUST, 24' B-303 14' 150 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. IDRA~tN BY: JST ~ B-303 PIPE RE1,D IE:LDED JOINT GIFFORD-HILL-AMERICAN, INC. CHECKEO: DATE: 11/19/97 COPPELL, TEXAS OWl3. NO. 97-117BL I SHT. 3D RELEASE COW J A N 2 8 1998 ft ISSUED FOR FA!31:iICATION , 32'-3 1/4" OVERALL LENGTH OF STANDARD PIPE i,., 32'-0" NOMINAL LAYING L.E:NGTH OF STANDARD PIPE _ }.. 1/4' NOM. LAP :- COMPLETE: COIL PARALLEL 'H' MIN. MECHANICALLY ~ E 0 .~. ;"..-~ .-./.-.-..-..-..-: :..-.-.. !~ '.'.:-:,.,--.----.: ,~-'::~'*!:_- ~ :" :- , . '~:.:'.-:-...- :"' ;~ ."-: ;' : 1t _/ "-:----.-t a X 4 1/2' 21/32' J'SYNM4933 d oj RUBBER GASKET B-303 ASSEMBLED JOINT SECTION BAR-WRAPPED CONCRETE CYLINDER PIPE MANUFACTURING DATA INSTALLATION DATA LS. ~ ~I~ ~ ~M~ STEEL CYI. INDER SRRALLY WOUND Rf:INFORCEMENT 24' 1555 30% S3 1.28 25 3/4' #14 48' 0.90 158 0.38 I/4 7.82 1.54' i 26 1/4' '}t6" 1' 29' I~" 1.63 0'-11; 6202~1 ,,,12' ~ 1555 54)' S3 0.94 13 3/8' /16 28" 0.72 244 0.23 7/32 6.00 2.0~' 13 7/8' ')iS" 1" 16 1/2' 1/4' 3.10 1'-8 1~' 2837/ 16' 1555 54:)' S3 0.94 17 3/8' /16 28' 0.72 188 0.23 7/32 6.00 2.00' 17 7//8" 146" I' 20 !/2' V¢" 2.40 1'-4 I,' 36701 D~ e~. JST B-303 PIPE DESIGN GIFFORD-HILL-AMERICAN, INC. Ne. BY . DA'IT RfMSm C)AIE 1~)/241/77 COPPELL, TEXAS Owe. NO. 97--117BL I.,~, 4 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION · . OV[RALL LENGTH OF STANDARD PIPE - LAYING LENGTH + LAP ~ LAYING LENGTH OF STANDARD PIPE e = 3 1/4" LAP:_ · TENSILE WIRE H" "' o. 4 I Ct Ct ' ~ WELDEOb ;,;,ha ' ; -..,-~.-.'--.: ~..-. ;- ... ,. .._.;:~ '.':.i", '_, .....".:'-":'!:: ...... -[ ~: :,.::::~.::.-.-;/..i:..~:.. '.-:;, . ~.... /: -'.- .: ,: ::- ~. -- -: - :-.: - -.--. ::.--:-'-.-,:.--.--~.--.:.-,.-.--.:,~-~::':i"':", O~ 0 O~ L o o.' M-3818 x 5 / rO~ 48' u o _o.' ,. SYN?H[rlC RUBBER GASKET b o 21~2' FOR 45" & SMALLER F ' ASSEMBLED JOINT SECTION PRESTRESSED CONCRETE LINED CYLINDER PIPE MANUFACTURING DATA INSTALLATION DATA °K' ~ PSI '8' =1' ItOTNi Nm20,O00 SI}. IN. ~ FOOT '0' PSI tBS. AT WRH~ 'C' 'jr' "r 13[GRL"ES FT-N PtI~-LB~ 42' 20' 150-11' 53 CAST 47 W' 11i0 48' 115 0.686 1/4-m 13.96 0,86' 180.000 8836 4458 47.1,k' -','~s"2.625' I' 50 1,i' -1/4"i 0.90 0-3 .Ys' 11.723 N~.I W I OA~ .t'v~o. /9 COPPELL. TEXAS mee. m. 97-117BLls~t,~ 4A JAN 2 8 1998 ISSUED FOR FABRICATION "' "' - 'MATERIALS LIST ~ KIMBLF KOURT METERING STATION ~, cn ,, TIE INTO EXISTING 36" LINE &: 24' ~ ~ PC. No. QTY DESCRIPTIONS SliT. TEMPORARY BY PASS LINE I I j j A1 1 ,,t6' LGKT, X 36" FLG, - ADAPTOR D8 ,~ ~y w '~~ W/1' THD. OUT. RT2 I 36" FLG. X 24" FLG. X 24" GKT. - D30 ... .. ' ' · ' ./,- .,..o. o,.,,. p 4,75' , CONCE:Nll~IC REDUCING TEE ' ~ B3 1 24" FLG. X 24' GKT. - 90.00' D15 ..... r -- --' "' BEND W/1' THD, OUT, ..; ~. ~ A4 1 24" GI(T. X 24' STEEL P.E. - D8 U ADAPTOR . In R5 I 24' GI(T, X 12" FLG. - CONCENTRI( D27 I' ~' 24" FLG. - GATE VALVE , 24' FLG. - GATE VALVE 0 RIEDUCE:R W/12' BLD, FLG. ~ ROT ~_.~_. ~ ~ z h. i':'. 1' THD. OUT. OF RT7 DOWN 8.88' , ~ ~ 10 2.34' 4.67' 4.67' 2.34' CONCENTRIC REDUCING TEE · . 41 W/1' THD, OUT. · ~, A9 I 24" GI(T, X 24" STEEL P,E, - D8 .'36" FLG. - GATE VALVE ,16" FLG. - GATE VALVE ~'~' ADAPTOR ERS)Y (BY ~l RID I 24" GKT. X 12" FLG. - CONCENTRI( 027 · . REDUCER W/12' BLD. FLG. ~ 0 0 EXISTING 36' "' EXISTING 36" , .. PRESTRESSE:D II ~, ~ NOTE: CIRCLED ,JOINTS ~ND~CATE fiELD · .m m" PRESTRIESSED UNITED FqPr _,i m. ~ WELDED JOINTS AS PER UNITED PIPE VERIFIED BY ,., ~ ~ SHEET .,10. ~ ~ f VERIFIED BY INSTALLATION ,- ,e .,e- o: ,e .,t INSTALLATION CONTRACTOR d I d I CONTRACTON bj NOTE: SEE: GENERAL INFORMATION SHEETS FOR ~J ~e~ ~ t~ FIELD INSTALLATION INSTRUCTIONS RELEASE COW : ': .: JAN 2 8 1998 i,, ISSUED FOR FABRICATION ' ' ,n MATERIALS LIST ~ o PC, No, 3TY,DESCRIPTIONS sin. NO, t~ W/B.U, RING .,e a R11 I 36" CKT. X 24' FLG. - CONCEN'TRI( 028 J,a REDUCER W/1' THD. OUT. B12 1 ~24' FLG. X 24" GKT. - 45.00' 017 , t6.95' , 41.05' ~ . BEND W/1' THI), OUT. ' B14 I 24' GKT. X 24' CYL, F. NO - 45.00' 018 ~ !BL=ND , -~ BS20 I !24" SPLIT BUTT S11~AP 018 ~ ----~-,.- e.1 A19 1 124' C~1,. END X 24' GKT. - 08 - ADAPTOR W/2 - 6' HANO HOLES ' :"' ~ !w/1 FT. EXT. CYL 0.42' I A19~ 0 18 BX17 i~F16 &15 0 { ELEV.- L.L- 4,00' ' ' i2 8i " 443.00 ~16 1 !24' GI(T. - WALL trlTllNG 09 UNE IS ON A ~3.50~ ~ 4.64 .3 uPwA.O S~OFE I [ BSZO -:::- IW/OeL SELL R1 i-~'-' METER A15 I 24" GKT. X 24' FLG. - ~M)APTOR 09 · VAULT W/I' THO. OUT. I~.n ~ I_~.or_ ' ' N 1HRUST - ~ KIMBLE COURT METERING STATION 24" METER RUN PIPING FROM EXISTING 36" TEE TO METER VAULT DELETE BX13 NOTE: SEE GENERAL INFORMATION SHEETS IL"OR " FIELD INSTALLATION INSTRUCTIONS I I I COPPELL, TEXAS mr.. m. gT-t17BL!sM~a 6 FIELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION .. m MATERIALS LIST ~ PC. No. :)1Y DESCRIPTIONS A21 1 24' GKT. X 24' FLG. - ADAPTOR 09 o u~ WIt22 1 24' GKT. - WALL FITI1NG D9 ~ W/DBL BELL ..( BX23 1 24" SPC. W/5.00' BEVELED SPlGO'I D3 Cf LL.m 4.18' en CS24 I 24" CKT, X 24" FLG. - BUTT D35 o S11~AP CLOSURE SECTION W/1" I 11-t0. OUT. W/2 - 6" HANO HOLE _ ~r =o. oo' ,, ... 3.~o' ~ ":'~ , ~.- ~,;. ''~ 36. e.,.,..,.~ -coNc. REDUCER W/1' THO. OUT. ' : - W/6.45' Mr'E:RED CYL. · ~o. , r3.o~' i:2~' 4.18' ~.oo' 2~. .-**-~** ~ EXIStiNG ,36' UNE IS ON AN UPWARD END THIS LINE g ELEV,-, -- W22 ~!r~2 44100 ~ - . · VAULT ~ ,., ,,~ · . I eEOB-E--Y~E~ ~,i ~8 ~, b,,I I ,, KIMBLE COURT METERING STATION 24" METER RUN PIPING FROM METER VAULT TO EXISTING 36" TEE NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS | | ~ "' m, m,:, JST i LAYOUT JGIFFORD-HILL-AMERICAN, INC. I I ]~c.~/ N,.l m. I o~'~ I , eesmN 13/97 COPPELL, TEXAS e,=. m. 97-r~TeLls,eq' 7 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION . MATERIALS LIST I)ET. ~ PC. No. QTY, DESCRIPTIONS SliT. 926 I 12' FLG. X 12" C, KT. - 45.00' D19 BEND BX27 t 12' SPC. 01 !LL.,- 3,26' o 628 I 112' GKT. X 12' CYL END - 45j00' 020 58.00' ~ I BE::ND W/2 FT. EXT. CYL · ~ ~ BS34 1 l:;' SPLIT BUTT STRAP D20 '-J A33 1 ' CYL ENO X 12" GKT. - DIO , u I ADAPTOR W/6' HAND HOLE ,e ~ ~, wn I W/2 FT. EXT. CYL, ,~ ~ .j __~k-:_ o w · " I BX32 1 12' SPC. 01 iP ~ t~ 0.42' _ '~'-.- m, L.L.'" 9.32' 1.57' L 2.04' ,.. 9.32' L 32.00' 1.25" 3.00'..., ~ 31 1 12' STO. ~ ~ F ,, GKT. - WALL fiTtiNG D10 ', ° I [ ""1:"' ~ .,,:,o , ;,~;,,.,...~,. ' " ELEV.- ~ . A33 O eX32 31 A29 O f443.00 W/1" THD, OUT. t 2!;2. METER .s · 9 22 ' ?'~'''' vAuLT · coNR. utD too. mm~sT -_ I SHEET 5 29 TONS o.. e4 KIMBLE COURT METERING STATION 12" METER RUN PIPING FROM PROPOSED ,36" X -, 24" X 24' TEE EAST THROUGH METER VAULT NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS ' "' I '""°" F I "' ~' I, Oml~ et'w3oN, 97 COPPELL, TEXAS , mr,. ,o. 97-117BL!ge'T 8 ... RELEASE COPY J A N 2 8 1998 ISSUED FOR FAERICATION ~ MATERIALS LIST :~ PC. No, QTY DESCRIPTIONS SliT. 0 A35 I 12' FLG. X 24" GKT. - ADAPTOR DtO " WIt36 I 12" GKT. - WALL R'TTING DIO * ~n W/DBL BELL ,.J BX38 I 12' SPC, W/4,00' BEVEL D1 , 20.00' . . (') L,L- 8.00' o CS39 I 12" GKT. X 12" FLG. - BUTT D36 I STRAP CLOSURE W/6' HAND HOLE m --~- _ ,_~ ~_~4.67' 2.34' ROTATE OUll. ET LEG END THIS LINE L3.00' *~.',5'l 8.00' s.o I ~ ~ .T? uP 3.95' I il I' 4'___,/ { ELEV. m A35 WF361 BX~ ~ 443.~ ' I' i' --{ EL.- 441.62 METER I VAULT ...4k._J _,,,_TNRt/ST ,,, CON'III~IUED ~ - - 29 TONS~ SHEET 6 I p.oFILE ,,,Ew 12"' METER RUN PIPING FROkl ME~R VAULT tm EAST TO PROPOSED 36" X 24" X 24" EE DELICrE: 837 NOTE: SEE GENERAL INFORMATION SHEEI"S FOR FIELD INSTALI.ATION INSTRUCTIONS ' I k.I w I m.,~ , .sv6m.. 9~' CDPPELL. TEXAS e.r...~. 97-*UTSLIse'~ 9 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION .. - MATERIALS LIST .. DET. ~ PC, No, ::)TY DESCRIPTIONS SliT. ~J NO. ~> ~ ~ PT40 1 42" X 60" PRESSURE TAPPING 026 ASSEMBLY W/SERVICE r~ ~ ~ ~ TF41 1 42" FLG. X 42" GKT. - TEST 032 ~ ~ I FITTING W/42" INTERNAL TEST 1~ "J e + ~ ~.~ ~"~ PLUG (TP41) W/2" THO. OUT. " T.O.R.F. W/24' FLG. OUT, W/24' HL-3.89' HL=19.92' HL=2.71' x ~ ~' ', .rl,' 9.82' SL-3.90 SL-20. O0 SL-2.72 ,~ ~> ,,j · ~, ~ W/8" x 2" T.O.R.F. r ' I' 1' I ,, ,,~,,,~: ~ ./SNAP-~.NG BELL ',fO- % ~ LX42 1 42" SPC. W//' S.R. BELL &SPIGOT 06 ~j L.L.- 3.77 '.'>,>, S B43 1 42" GKT. - 38.17' BEND 022 ~. THAN OPEN CUT ~. ',~0- 60 (:P t:~' J 44 I 42' SPC. W/S.R. BELL &SPIGOT 07 ~ ~ ,J' ,,~_,~,, ~N W/EXTRA BRUSHCOAT )' E S EXTRA BRUSHCOAT 07 L.L"' 3.90' 46 1 42' SPC. W/S.R. BELL & SPIGOT 07 W/5.00' BEVELED SPIGOT RESTRAINED W/SNAP-RING JOINTS AND BONDED AS PER SHEETS 3A & 3B. ~,~ A XI TIN PIPE SANDY LAKE RD, 42" & 24" WATER MNNS FROM E:XISTING 60" STEEL WATER LINE: WEST TO EXISTING 36" CONCRETE WATER UNE: NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS I mr I m~ , Rtv6e3ee 97 COPPELL TEXAS ,.~ ,~ 97-117BLIs.m 10 RELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION ~ .MATERIALS...LIST DET. PC. No. :::)TYDESCRIPTIONS SliT. ~- 47 - 2 42" SPC. W/S.R. BELL &SPIGOT D7 oo. ~ ~ Lx49 ~ 42' s.c. w/s... SELL · S~GOT OS r- ~ ~- L.L- 16.50' H e ~ o 850 1 42' GKT, - 45.00' BEND D23 -~ j- W/S.R. BELL &SPIGOT ' 3,16' 16.50' 40.00' ~"~ ~ 51 1 42' SPC. W/S,R. BELL &SPIGOT D7 <j W52 I 42" GKT. X 42" FLG, X 24" GKT. D33 45.00' W~E W/42" S.R. SPIGOT ] -~ q; {~ 4 4 W/24" S,R, BELL W/42' BLD. FLG. SPC. W/S.R. BELL & SPIGOT D4 SHEET 10 n o ~ ~_,C~2 c}~ L.L.- 7.25' L 2~39 5 :,_ 4.68 ., ~ A54 1 24' GKT. X 24' FLG. - ADAPTOR Dll 0~ L .,t-J A56' A550 0A54 "' BX53 ' ~ ALL GASKET JOINTS ARE TO BE ~o A55 1 24" FLG. X 24' GKT. - ADAPTOR Dll C TINU ON 1.9 · q"~ A W/1"' THD. OUT. W/S.R. BELL SHEET 12 I +d 5~NDY LAKE RD, 42"' & 24" WATER MAINS FROM EXISTING 60" STEEL WATER LINE WEST TO EXISTING 36" CONCRETE WATER LINE NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS N~.Im' I ~ Rt'VE~ON 97 COPPELL TEXAS m ,o. 97-117BLl~m' 11 RELEASE COPY · - JAN 2 8 1998 ISSUED FOR FABRICATION ,,, MATERIALS LIST ALL GASKET JOINTS ARE TO BE ~n BET. RESTRAINED W/SNAP-RING JOINTS :~ PC. No. :)TY DESCRIPTIONS SliT. AS PER SHEET 3C, <J NO. o A56 1 24" GKT. X 24' FLG. - ADAPTOR Dll -- W/1' THD. OUT. W/S.R. SPIGOT {n A57 1 24" FLG. X 24" CPL P.E. - D12 ',' tu ~: ADAPTOR *" ADAPTOR + - _ . .. --,f,-- ,- " 2.97' 4.00' 2,28p'08. 0.08' I i 8,28' 2,28' 4.00' i3.08' 10.00' 4.00' 10.00' CONllNUED ON ~ ~ CON11NUED FROM SHEET ~3 SHEET 11 SANDY LAKE RD. 42' & 24' WATER MAINS FROM EXISTING 60" STEEL WATER LINE W!5:ST TO EXISTING 36" CONCRETE WATER LINE " NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS RELEASE COPY JAN 2 8 1991] ISSUED FOR FABRICATION ~ MATERIALS LIST ~ PC. No. QTY DESCRIPTIONS SHT. .j u ~..-- A61 1 24' GKT. X 24" FLG. - ADAPTOR D13 ALL GASKET JONTS ARE TO BE I~ W/1" THD. OUT. W/S.R. SPIGOT RESTRAINED W/SNAP-RING JOINTS ~j e-: F-- ~ A62 1 2W4; FLG. X 24" C, KT. - ADAPTOR D13 AS PER SHEET 3C. ~ ~ I° "' 1' 1140. OUT. W/S,R, BELL 1/) ~. 8 ~ ~ Z-; ~.-- . .. .,,,:, , ,,,* .,:. ./.....,,,,., .,.,., d 8 ..-' w/'m" rLG. OUT. ~ F-,~ ~ + ,,, L.L.- 9.,,' t'N"r N tN 38.2.1:.~ ~, B64 1 24" GI(T. - 45.00' BEND D24 2.18' 9.41' 2.72' 2. I W/S.R. BELL &SPIGOT *'J~ ~. BX65 I 24" SPC. W/S.R. BELL & SRGOT D4 ,N LLm 10.51' ",' W66 I 36' CYL END X 36' 13KT. X 24' D34 r ~ CONllNUED FROM GI(T. - 45.00' WYE: W/3,6" S.R. SHEET 12 BELL & 24" S.R. SPIGOT W/18" FLG. OUT. W/18' BI.D. FLG ]~Lr ! ~ __ . ~ BS67 1 36" SPLIT BUff STRAP D14 IrXIS11NG 36" A68 I 36' GKT. X 36' FLG. - ADAPTOR D13 WA'IER UNE ,c". w W/1' THD. OUT. W/S.R. SPIGOT ...II 1.42' I 6.02' I 2.18' 13.00'13.03' _1L.,-- ~:~d A69 I 36" FLG. X 3.6" CYL. END - D14 · . . ADAPTOR W/1'' 1110. OUT. 0.42' I 0.08' BS70 i .36" SPLIT BUTT STRAP D14 .t')'~'O~ + ,e .,e ~o~m> END "11'11S LINE : I'NII :SANDY LAKE RD. 42" .t,, 24" WATER MAINS FROM EXISTING 60" STEEL WATER UNE WEST TO EXISTING 36" CONCRETE WATER LINE NOTE: SEE GENERAL INFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS "' I "'°"' I'°""'''-'""''"' ,., I., I .- I -,-. o, --'~"" ~""" '- ' "-" '"'-I- RELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION ~n MATERIALS LIST ALL GASKET JOINTS ARE TO BE RESTRAINED W/SNAP-RING JOINTS 4~ PC. No. QTY DESCRIPTIONS sin. AS PER SHEET 3C. A71 1 16' FLG. X 16' C, KT. - ADAPTOR 01 4 W/1' 1140. OUT. W/S.R. BELL BX72 I 16" SPC. W~ S.R. BELL .t, SFqGOT 02 o L.L,, 3.00 3.33' 7.01' ~ 32,00 3.66' I T I i I - 873 .~ -- BX75 7~' .,,J 74 I 16" SPC. W/S.R. BELL & SRGOT 07 (,.) ~ ,?, .x75 , 16' s,.c. w/s... BE-- & ~OT O~ ~ i ] ~ L.L- 7.01 ~-- i.-1~-, q "' mI B76 1 16' GKT. - 90.00' BEND 025 r- '! ~ ~o W/S.R. BELL k SPIGOT u ~.i "' CS77 I 16' GKT. X 16" FLG. - BUTT 037 i~ o ' '-' ig sTR^P a.osu. E sEc~o. ;_ . cOR.,,u. F'.o. I I coR'..uEo SHEET 13 8 SANDY LAKE '16' By PASS I:~RI~ ** NOTE: SEE GENERAL INF'ORklATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS ~1 m" I o,~ .t'veo. 91 COPPELL TEXAS e...e,. 97-117BLIs.m' 14 RELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION O W/4.00' BEVE:LED SPIGOT CYLINDER CUT BACK IS 15/16' C I1~1 I I I I I I 12" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) 3. 3' 2 5/8' 9. 12' 17/16' 8. 24' 4. 1/16' 12.25 !~ ~ J,ST I SPECIALS I GIFFORD-HILL-AMERICAN, INC. K,'veo. ~c'~.~-2-981 COPPELL, TEXAS m~.No. g7-117BL I~Et D1 J A N 2 8 1998 ISSUED FOR FABRICATION (:D w/S.R. BELL &: SPIGOT AS PER SHEET 3C. B 16" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) A B REM. LENGTH 6' 10 7/8' 29' 4 1/4' 22.45 roperaN 97 COPPELL, TEXAS ar..No. g7-117BL I,,m D2 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION O W/5.00' BEVELED SPIGOT CYUNOER CUT BACK IS 2 1/4" A 24" B-303 SHORT PiPE ARRANGEMENT. (CLASS 150) lax23 (3)14.18 28'2 5/16' 28.19 Itrf . et'wmoN m~c~.1_29_98 COPPELL, TEXAS .m,=.m. 97:.-I17BL I-,a D3 FIBEASE COW " .. JAN 2 8 1998 ISSUED FOR FABRICATION OVERALL LENGTH = 32' - 3 1/4" ' "C" ~9'- 3 ~7' - 9 7/16' 16" FLANGE: 16" FLANGE II II I I I I~ I~ I I I I~1-" I I-" I I I I I I __// I _/ I I I ~ IB'O'P' ~ I B.O.P. !~ I ATTACH S.R. BELL ATTACH S.R. BELL HERE FOR BX53 HERE FOR BX63 NOTE: DASHED LINES ARE 24" B-303 CUT UNES. SHORT PIPE ARRANGEMENT (CLASS 150) 1 1 '10' - 4 7/8" 9. 19' - 3 5/16' 25' - I 13/16" BX17 5. 27' - 4 1/2" NOTE., FI. ANGE:S 10' THROUG~ 48" ~HAU. HAG Q W/~R. BELL &SPIGOT (~ COLLAR O.D. 17 3/8' BEHINO mE FLANGE:. CONTRACTOR IS AS PER SHEET 3C. 1/4"1E X 6" G 3/16"1E X 12" NIPPLE · ' 1HE: MORTAR COAllNG DIELE:TED FOR 5" · " 10 COAT IqTH CEMENT MORTAR ~HEN ~ W/16' FLG. OUT. 11-11r PIPIE IS INSTALLED. . W/S.R. BELL J SPIGOT AS PER SHEET 3C. I ,t, eso, /97 COPPELL, TEXAS row. ,~97-117BL[s,m D4 FIELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION W/S.R. BELL &: SPIGOT AND BONDED AS PER SHEET 3A & 3B. 4.2" L-301 SHORT PIPE ARRANGEMENT (CLASS 150). 1 0 16' 43/4" 3.62 Jm. qr.. ,)ST I SPECIALS I GIFFORD-HILL-AUERICAN, INC. K,.vmo. mo*rrr.:tc~l_16_97 COPPELL. TEXAS mr.. m. 97,-I 17BL Isser D5 RELEASE COW JAN 2 8 1998 ,. ISSUED FOR FABRICATION O W/S.R. BELL & SPIGOT AND BONDED AS PER SHEET 3A. & 38, W/EXTRA BRUSHCOAT AS PER SHEET D7, s e B :~ (~) W/S.R. BELL & SPIGOT AND II "11 II ~ II II ~ II II .11 42' L-301 SHORT PIPE ARRANGEMENT (CLASS 150) A B REM. LENGTH 3' 9 9/16" 16' 7 1/4' 12.31 le,.m~.~1 JST i SPECIALS I GIFFORD-HILL-AMERICAN, INC. - 6-9 COPPELL, TEXAS or.. ,e. 97-117eL I~ D6 J A N 2 8 1998 ISSUED FOR FABRICATION LA"~NG LENG'R,I "A' SNAP RING SCHEDULE i~.oo2.~. 'e' 21~o(1 2OO 2 PCJ PIPE CLASS SPIGOT BELL SPIGOT REMARKS 44 42:' 150-11' X ~ I 46 42" 150-11' X i 1" EXTRA MECHANICALLY IMPACTED MORTAR 47 4.2" 150--11' X COATING TO PROVIDE SATISFACTORY 8EAR1NG 48 4,2" 150--11' X FOR THE PIPE. 51 42" 150--11' X PIPE WITH EXTRA MECH, IMPACTED MORTAR COATING PIPE PIPE CLASS "A" "B" REMARKS 74 16' 150 X (~) NO. I.D. 44 42" 150-11' 20'_0" 16'_0'' ~-~ ~] I LAI'ING LENGTH 'A' L-301 BEVEL SCHEDULE 1" EXTRA MECHANICALLY IMPACTED MORTAR PIPE PIPE CLASS DEGREE REMARKS COA'TING TO PROVIII( SATISFACTORY BE:ARING NO. I.D. OF BEVEL FOR 'tHE RPE 46 42" 150--11' 5.00 (~) PIPE WITH EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS "A'* "B'* REMARKS NO. I.D. W/S.R. BELL & SPIGOT AND BONDED ~ W/S.R. BELL & SPIGOT AND BONDED AS PER SHEETS 3A & 313, AS PER SHEETS 3A & ,.,xB, LX45 42' 150-11' 3'_11' I'_11' W/EXTRA BRUSHCOAT. .' W/S,R. BELL &SPIGOT AND BONDED (~ W/S.R. BELL &SPIGOT (~ SEE SHORT PIPE SCHDULE AS PER SHEETS 3A & 3B. AS PER SHEET 3C. ON SHEET D6. W/5.00' BEVELED SPIGOT. F Rt',eSaON /l 7 COPPELL, TEXAS ore..o. 97-117Bt]sNn-r D7 RELEASE COW .. JAN ~ 8 1998 ISSUED FOR FABRICATION " ~l & A6 A4 · A9 AI9 ~' ~. X ~' ~T. - ADAPT~ 24" ~f. X 24' S~ P.E. - 24' ~T. X 24" C~ END - W/3' ~D. ~T. ADAPT~ ADAPT~ W/t FT. EXT. C~ 2 - REQ'D 2 - REQ'D W/2 - 6' A D H~E HN I.D.- 23 5/8' 0.0.- 11/2' 1 I/4' ~ S~ I l/4' X I' ~A~ ~ 0.0.- 21 5/8' 5 ~ M~TAR COA~NG O~E~D F~ 5" .' B~IND ~E ~. ~ACT~ IS TO COAT M~ ~NT M~TAR ~ RPE 15 INSTA~D, -. I · ~71 ~ 3~ X 2 1~' ~NG ~ 36' B-~3 B~ O.O.- 42" RT~NGS GIFFORD-HILL-AMERI~, INC. w. ~ /t C~ELL, ~XAS ~ m. 97-117BL1~ D8 JAN 2 8 1998 ISSUED FOR FARRICAllON 39 1/4" 18" j 12 3/8" ,, 23 1/8" 3 3../4"'] 1~2" 6" 4 1./2 OMIT MORTAR COATING ' © I : ~ ~ " I I 0 LL.I 0 m .o e.0... 7 A|,~ A21 Mr16 ,t. Mr22 24' FLG. X 24' GI(T. - ADAPIOR 24' FLG. X 24' C, KT. - ADAPTOR 24' GKT. - WALL FITTING W/l' THD. OUT. W/DBL BELL 2 - REQ'D 3/i6'R CYL G) ~' ~-OUT. (m~o. ~.) (X) O.O.- 2S S/4' 11/4' 30OOJ St HALF ~ I I/4' X I' BRASS BUgING 1' LD.- 25 7/8' NOTE: FI..AN(~:S 10" 1HROUGH 48' SHALL HAVE O,D.- 31 THE MORTAR COA'I1HG DELETED FOR BEHIND THE FLANGe:. CONTRACTOR 15 TO COAT WITH CEId[NT MORTAR VW'IEN IHE PIPE IS INSTAt, LED. " .: J A N 2 8 1998 ISSUED FOR FABRICATION ~8- I ~ ~2:5/8 :: 23 ,/'8 T/ · ' ' 334" T.O.P. f A~ A35 12' ~G. X 12' ~T. - ~T~ 12" ~G. X 12" ~T. - AD~T~ ~ i ~36 W/I' ~D. ~T. 12' ~T. - W~L RT~NG . W/O~ ~LL 2 - ~Q'D 5~ 3/4- I/4' ~ S~ H~ ~ 33' 15' 3 i~4' ~ 3/161 C~ 1/4' X I" ~A~ ~ i 0.0.- 133/8" r,-;t ' ~ 3/8'R X 3' RING ~ ~ ;~ ~ O.D,- 19 1/2" ~ M~TAR COA~ ~O F~ 5' ~ ;~ BEHIND ~E ~. ~ACT~ IS ~ ~ N ,_ TO COAT I~ ~MENT M~TAR ffi ~ ' ' ~ 6" C~ W/PL~ ~[ RPE IS INSTArO. ~ o I ~ I I O.D.- 1 - o o I30' . ..... ~ A33 12' ~T. X 12' C~ END - AOAPT~ ~ 2 FT. EXT. C~ W/6 H~O ;;;J · '. m /1 C~LL, ~XAS ~ m. g7-117BL m DIO RELEASE COPY · J A N 2 8 1998 ISSUED FOR FABRICATION 4~ 1/4' 32 7/8' 32 5/8' 12 3/8'~ 23 3/8" 5. ,/2" r5 1 ,/.2- 15- 12 3/8- / , '~ ' '~" 5.!: 4"_ 9" · T.O,P~ -~ L 9" (2~ / T.O. ~ I : ,,, ~ ," I ,,,,, ' '"" T.O.Pi ~N~ A56 A54. A55 24"' GKT. X 24" FLG. - ADAPTOR 24" G,I<T. X 24" FLG. - ADAPTOR 24" FLG. X 24" CKT. - ADAPTOR W/1" "IHD. OUT. W/S.R, SPIGOT W/1' TI'ID. OUT. W/S.R. SPIGOT W/1" THD, OUT. W/S.R. BELL '1 I/4" 30001 SIL HN/~ 1 I/4' X I' BRASS BUSHING 1" BRASS PLUG NOTE: FLANGES 10'" THROUGH 4.8' SHALL HAVE 11"1E MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE, CONTRACTOR IS TO COAT MTH CEMENT MORTAR WHEN THE PIPE IS INSTALLED, I~,/dST I FITTINGS IGIFFORD-HILL-AMERICAN, INC. et"qRSON 17797 COPPI:'LL TEXAS ow,. m. 97-11'7Bqm Dll RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION A57 & A59 AS8 24" FLG. X 24' CPL P.E. - 24' CPL P.E. - ADAPTOR 24" FLG. X 24" GKT. - ADAPTOR ADAPTOR W/2 - I' THD. OUT. W/I- THD. OUT. W/S.R. BELL NO'I[: FLANGES 10' TI4ROUGH 48" SHALL HAVE 1HE MORTAR COATING DELETED FOR 5" O ALL WELDS IN THIS SECTION Q I" 11t0. OUT. (IRON 1HO,) BEHIND THE FLANGE, CONTRACTOR IS TO COAT 1MTH CEMENT MORTAR WHEN TO BE GROUND SMOOTH IN PLANT I 1/4" 30001 511_ HALF CR.. THE PIPE IS INSTALLED. I 1/4" X I' BRASS BUSH~G I* BRASS PtUG 1m~.~11 ,/ST I FITTINGS IGIFTORD-HILL-AMERICAN, INC. Rt'WSaON /17/97 COPPELL, TEXAS mr., m. 97--117BIs,ILq' D12 FIELEASE COW JAN 2 8 1998 ., ISSUED FOR FABRICATION Aft8 AB1 A62 36" GKT. X ,.%6' FLG. - ADAPTOR 24" GKT. X 24" FLG. - ADAPTOR 24" FLG. X 24" CKT. - ADAPTOR W/1" 1HD. OUT. W/S.R. SPIGOT W/1" 1HD. OUT. W/S.R, SPIGOT W/1" THD. OUT. W/S.R. BELL Q ,' ,... ..,, I 1/4' ,]0 ¢~! S~!, HH,F 11/4" X 1" BRASS BUSHING I' BRASS RUG NOLO: FLANGES 10' THROUGH 48' SHALL HAV~ THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE:. CONTRACTOR IS TO COAT eTH CEMENT MORTAR WHEN THE PIPE IS INSTALLLtD. I~.~, JST ] FITTINGS IGIFFORD-HILL-AMERICAN, INC. lEviStON oMT.: 11/17/97 COPPELL, T[XAS one. no. 97-117BLIs, ezT D13 RELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION 36 3/8" " 16 7/8" F12 3/8" '1' 24' ~ 1/4"11 5/8" BELOW )ln~bj{oz! A69 A71 36'' FLG. X 36 CYL. END - 16' FLG. X 16" GKT. - ADAPTOR ADAPTOR W/1" THD. OUT. W/1" THD. OUT. W/S.R. BELL NOTE:: FLANGES 10" 11-IROUCH 48" SHALL HAVE 'IHE MORTAR COA11NG DELETED FOR 5' BE:HIND 1'1"1E FLANGE. CONTRACTOR IS Q 1" 1HD. OUT. (R011 '11'10.) TO COAT NITH CEMENT MORTAR WHEN 1 I/4' 3(X)QII S"IL HN,,F CR. TI"IE PIPE: IS INSTALLED, 1 I/4' X !' BRASS 8USHNG 12" PROTECTIVE COATING 1" 2 I' 2" I- FIELD W!~:L. APPLIED IN FIELD -'.'- WELD ~ ""0 '"0 '~"° ""'~(:::2"':"' ~ 1 '~'''';''y''::~';' . ,,. -.., . --., ...,. BSTO I I ~ PNNT INTER~3R OF BS67 ::.:::;'.':.-:]'.'-'-..'-:-:-'.'(~':'~/,,,-,,,,,~-~,.,.,. ,~.- ..,,,.,,,/,- ~o,,. o,, ..~.. PAINT INTERIOR OF BS70 I.D.,-, .38" APPROVED PAINT, 3/16"1E X 5"' SPUT BUTT SIRAP W/1 - COAT OF I.O.' 38" APPROVED PAINT, DETAIL "A" r /1 7 COPPELL, TEXAS ore, eo. 97-117BL sm:Lq' D14 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICAtiON NOTE: FLANGES 10' THROUGH 48" SHALL HAVE THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. 3/16"x12"NIP 00-25 3/4' Q 1" TIe. OUT. (IRON TIe.) 1 I/4' 300041 STL. HALF CPL 11/4" X 1" mASS BUSHING 1' BRASS PLUG PC. NO. B3 ID= 24" OD CYL= 25 3/4" ANGLE= 90.00' FULL CUTS= 4 TYPE 3 RADIUS- 60.00" TANGENT- 60.00' PLATE- 3/16" CUT ANGLE- 11.250' OVERALL CAN LENGTH- 81 7/8" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT II, 4.94' LL- 4.75' AROUND CIR. CUT1 CUT2 CUT3, CUT4 X- -6,10" Y- -7.50' 1) O" 8 3/8" 27 1/8" 56 1/8" 74 7/8" BEVEL= . BEVEL= 2) 20 1/4" 5 13/16' 29 11/16' 53 9/16" 77 7/16" JOINT TYPE: FLANGE JOINT TYPE: B-303 BELL 3) '40 7/16" 3 1/4" 32 1/4" 51" 80" LENGTH- 5 3/8" LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID=, RING OD- RING OD- CHECK LENGTH= 59 1/4" CHECK LENGTH= 57" lat mr:. JST I FITTINGS ~ GIFFORD-HILL-AMERICAN. INC. ae:,s I K,'VSmN m~,re11_18_97I COPPELL, TEXAS . eer.,.se. g7-117BL ]sseq' 015 RELEASE COW JAN 2 8 1998 ISSUED FOR FAeRICATION ."~ 11/4" 3000J STL HALF CR... 1 I/4' X 1" BRASS BU~ING 1' BRASS Pt. UG NOTE: FLANGES 10" THROUGH 48' SHALL HAVE THE MORTAR COATING DELETED FOR 5" ./ BEHIND THE FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. Q3/16'x12"NIP 00-25 3/4" I ' I PC. NO. B8 ID= 24' OD CYL= 25 3/4' ANGLE= 90.00' FULL CUTS= 4 TYPE 3 RADIUS-60.00' TANGENT- 60.00' PLATE- 3/16" CUT ANGLE- 11.250' OVERALL CAN LENGTH- 81 7/8' LEG1 LEG2 I DISTANCE DISTANCE FROM END TO EA. CUT I.L- 4.75' LL- 4.94' AROUND CIR. CUT1 CUT2 CUT3 CUT4 X- -7.50' Y- -6.10' 1) O' 7' 25 3/4" 54 3/4' 73 1/2' BEVEL= BEVEL= 2) 2 /4" 4 5/16' 52 3/16" 76 1/16" 0 1 7/16" 28 JOINT TYPE: B-503 BELL JOINT TYPE:: FLANGE 3) 40 7/16" 17/8' 30 7/8" 49 5/8" 78 5/8' LENGTH- 4 1/2' LENGTH-- 5 3/8" BACKUP RING: BACKUP RING: RING ID,- RING ID,- RING OD- RING OD- - CHECK LENGTH= 57' CHECK LENGTH= 59 1/4' -;; I I' "1 I m~. m' i~mi , mmtv6K~ -18-97 COPPELL, TEXAS . e,=.me.?7-117BL Ig.E~ D16 FIELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION ,- ,.o. c,,o. ,.o.> .' 11/4' 30001 511. HALF Cl:q.. 1 I/4." X !' BRASS BUSHING 1" BRASS PLUG NOTE: FLANGES 10" 'II-IROUGH 48" SHALL HAVE 'file MORTAR COA'I1NG DELETED FOR 5' T.O. THE PIPE IS INSTALLED. BEHIND THE FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR IAA4EN 3/16'x12"NIP 00-25 3/4" PC. NO. B12 |D= 24" OD CYL= 25 3/4" ANGLE= 43.63' FULL CUTS= 2 TYPE 3 RADIUS- 36.00" TANGENT- 14.41"' PLATE- 3/16' CUT ANGLE- 10.907' OVERALL CAN LENGTH- 38 7/16"' LEG1 LEG2 ~ DISTANCE DISTANCE FROM END TO EA. CUT LL- 2.61' LL- 2.09' AROUND CIR. CUT1 CUT2 X- 12.41"' Y- -1.71"' 1) O" 21 13/16" 30 3/4" BEVEL= BEVEL= 2) 20 1/4" 19 3/8" 33 1/4" JOINT TYPE:P-303 BELL JOINT TYPE: FLANGE 3) 40 7/16' 16 7/8" 35 11/16'' LENGTH- 4 1/2' LENGTH- 12 3/8'' BACKUP RING: BACKUP RING: RING 10,,, RING RING OD- RING OD- CHECK LENGTH- 31 5/16" CHECK LENGTH= 25 1/16" let er:. JST I FITTINGS I GIFFORD-HILL-AMERICAN, INC. . ~ ,~ 1-29-98 COPPELL, TEXAS er..m. 9,7-117eL Ise'r 017 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION OTECTIVE COATIN~ PLIED IN FIELD RELD WELD _ ,LD WELD ' "" '*" ~"': I "':" ~'' ': ~ ' BS20 PAINT INTERIOR OF BS20 DETSAIELE 'A' 3/16'E X 12" SPLIT BUTT STRAP W/1 - COAT OF N.S.F. I.D.- 25 7/8" APPROVED PAINT. DETAIL "A" PC, NO. B14 ID= 24" OD CYL= 25 3/4" ANGLE:= 45,00' FULL CUTS= 2 TYPE 3 RADIUS- 36.00" TANGENT- 14.91" PLATE- 3/16" CUT ANGLE- 11.250' OVERALL CAN LENGTH- 44 3/4" LEG1 I..[G2 DISTANCE DISTANCE FROM END TO EA. CUT LL- 2,28' LL- 1.59' AROUND CIR, CUT1 CUT2 X- 11.95" Y- 4.17" 1) 0" 21 11/16" 30 7/8" BEVEL- BEVEL= 2) 20/" 19 33 JOINT TYPE: P-303 SPIG JOINT TYPE: CYL PLAIN END 14 1/8" 7/16" 3) 40 7/16" LENGTH- 3 3/4' LENGTH- 0" 16 9/16" 36" BACKUP RING: BACKUP RING: RING ID- RING ID,, RING OD.- RING OD- CHECK LENGTH- 30 5/8" CHECK LENCTH= 19 1/16" ~ -29-98 COPPELL, TEXAS .~. m. 97-117BL lake' 018 . .~ RELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION NOTE: FLANGES 10' 11-IROUGH 48' SHALL HAVE THE MORTAR COATING DELETED FOR 5' BEHIND THE FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. T.O.P. ~ Q3/16'x12'*NIP OO-13 3/8" PC. NO. B26 ID= 12' OD CYL= 13 3/8" ANGLE= 45.00' FULL CUTS= 2 TYPE 3 RADIUS- 30.00' TANGENT- 12.43" PLATE- ~110 GA CUT ANGLE- 11.250' OVERALL CAN LENGTH- 19" LEG1 LEG2 J DISTANCE DISTANCE FROM END TO EA. CUT LL- 1.21' LL- 1.86' AROUND CIR. CUT1 CUT2 X- -2.41" Y- -2.49' 1) O' 4 7/8" 14 3/16' BEVEL= . BEVEL= 2) 10 1/2' 3 9/16" 15 1/2' JOINT TYPE: B-303 BELL JOINT TYPE: FLANGE 3) 21' 2 1/4" 16 13/16" LENGTH= 4 1/2" LENGTH- 12 BACKUP RING: BACKUP RING: RING ID-,, RING ID,,. RING OD,- RING OD- CHECK LENGTH- 14 1/2" CHECK LENGTH= 22 5/16' I.,... JST ~ FITTINGS I GIFFORD-HILL-AMERICAN, INC. ~ I-~':;~.~-~8-97 COPPELL, TEXAS mr.. ee.~7-117BL IsNet'r D19 JAN 2 8 1998 ISSUED FOR FABRICATION 12' ROTEC VE COATING PPLIED IN FIEL~ ~D dO' RELD WE W~LD BS34""' ''~'' ~'''~ *'1 I '~'/":" ~'' ': ~ ' PAINT INTERIOR OF BS34 DETSAIELE 'A' 3/16'1~ X 12' SPLIT BUTT STRAP W/1 - COAT OF N.S.F. I,D.- 13 1/2' APPROVED PAINT. DETAIL "A" PC. NO. B28 ID= 12' OD CYL= 13 3/8' ANGLE= 45.00' FULL CUTS= 2 TYPE 3 RADIUS- 30.00" TANGENT- 12.43' PLATE- ifl O GA CUT ANGLE- 11.250' OVERALL CAN LENGTH- 51 15/16" LEG1 LEG2 ~ DISTANCE DISTANCE FROM END. TO EA. CUT I.L-, 0.88' LL- 3.57' AROUND CIR. CUT1 CUT2 X- -2.3/" Y- 30.41' 1) 0"' 4 15/16" 14 3/16" BEVEL- BEVEL= 2) 10 1/2" 3 5/8'* 15 9/16" JOINT TYPE: B-303 SPIG JOINT TYPE: CYL PLAIN END 3) 21" 2 1/4" 16 7/8" LENGTH- 3 3/4' LENGTH- 0" BACKUP RING: BACKUP RING: RING ID- RING ID- RING OD,,,. RING OD- CHECK LENGTH= 13 13/16" CHECK LENGTH= 42 13/16" IJST I FITTINGS I GIFFORD-HILL-AMERICAN, INC. ,e,sm I,,,,~ 1-29-981 COPPELL, TEXAS mr..~.97-117BL Is.m D20 RELEASE COW JAN ~ 8 1998 ISSUED FOR FABRICATION DEL · ! . RADIUS- 30.00* TANGENT- 2.33' GA CUT AN(.LE- 4.440' LI~NGTH,., 18 1/16" LE:G1 LEG2 DISTANCE DISTANCE FROM . LL-, 0.79' L 1.13' AROUND X- 6.65' - 6.73" '1) 0" 9 1/2' BL'VEL.. . BEVEL= 2) 10 '1/2' JOINT TYPE: B-303 SPIG JOINT 1YPE: B-303 BELL 3) 21' 8 7/16' LENGTH- 3 3/4' LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID- RING RING OD,,., - TH 13 9/16 · m. w:. JST FITTINGS GIFFOR~-HILL-AMERICAN. INC. ~.~. ef Nfi eer-~oN e,~It-le-97 COPPELL. TEXAS er..~e. 97-117BL .,m D21 RELEASE COW · ' ,. JAN 2 8 1998 ISSUED FOR FABRICATION T,O.P. g; T.O.P. {; 98.11' OR 37 9 16, 96.39' OR 36 7/8" MEASURED ON O.C. MEASURED ON O.C. S.S. OF S,S. OF BENO BEND SPIGOT V~EW ~ SEE SHEETS 3A &: 3B FOR SNAP-RING AND BONOED JOINT DETAIL PC. NO. B43 ID- 42" OD CYL= 43 7/8" ANGLE= 38.17' FULL CUTS= 2 TYPE 3 RADIUS- 105.00" TANGENT- 36,3,.T' PLATE- 1/4" CUT ANGLE- 9,542' OVERALL CAN LENGTH- 50 LEG1 L[(:;2 DISTANCE DISTANCE FROM END 'TO EA. CUT I,L- 2.72' LL- 2.40' AROUND CIR. CUT1 CUT2 X- -10.32" Y- -~9.91" 1) 0"* 11" 38 15/16" BEYEL- BEVEL= 2) 17 1/4" 9 15/16' 40" JOINT 'TYPE: SR L-301 BELL JOINT TYPE: SR L-301 SPIC 3) 34 7/16' 7 5/16' 42 5/8' LENGTH- 6 5/8' LENGTH- 6 5/8" 4) 51 11/16' 4 3/4" "45 1/4" BACKUP RING: 5/8' x 3" BACKUP RING: 5/8" x ,3" 5) 68 15/16" ,3 5/8'* 46 5/16" RING ID.. 42 3/t RING ID- 42 3/4" RING OD- 48 3/4" RING OD- 48 CHECK LENGTH= 32 5/8" CHECK LENGTH= 33 1/16" e. m.:. JST ~ FITTINGS } GIFFORD-HILL-AMERICAN, INC. ~ COPPELL, TEXAS ., o,t~p7-t17BL Js,e~ D22 · ' m;vsszqe m'rrr:tl-18-97 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION T.O.P. g~ SEE SHEETS 3A & 3B FOR SNAP-RING AND BONDED JOINT DETAILS. PC. NO. BSO IO= 42' OO CYL= 43 7/8" ANGLE= 45.00' FULL CUTS= 2 TYPE 3 RADIUS- 105.00' TANGENT- 43.49' PLATE- 1/4" CUT ANGLE- 11.250' OVERALL CAN LENGTH- 82 1/2' LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL- 4.75' LL- 3. 16' AROUND CIR. CUT1 CUT2 X- 6.89" Y- -7.95' 1) 0" 32 1/8" 65 3/16" BEVEL- BEVEL- 2) 17 1/4' 30 7/8'* 66 7/16' JOINT 'TYPE: SR L-301 8LrU,.. JOINT TYPE: SR L-301 SPIG 3) 34 7/16" 27 3/4' .'69 9/16' LENGTH- 6 5/8' LENGTH- 6 5/8" 4) 51 11/16' 24 11/16' 72 5/6' BACKUP RING: 5/8" x 3" BACKUP RING: 5/8" x .3" 5) 68 15/16' 23 7/16" 73 7/6' RING ID- 42 3/4" RING ID,,, 42 3/4' RING OD- 48 3/4' RING OD- 48 3/4' CHECK LENGTH= 57" CHECK LENGTH= 42 3/16' 'ill I ~, m, ~/~ ~ -18-97 COPPELL, TEXAS , . mr..~..97-117BL Is,m' D23 FIELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION SEE: SHEET 3C FOR SNAP-RING DETAIL PC. NO. B64 ID= 24" OD CYL= 25 3/4' ANGLE= 45.00' FULL CUTS= 2 TYPE 3 RAI:HUS- 60.00' TANGENT- 24.85' PLATE- 3/16" CUT ANGLE- 11.250' OVERALL CAN LENGTH- 47 LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT I.L-., 2.51' LL- 2.18' re, ROUND CIR. CUT1 CUT2 X- 0.02" Y- 0.06" 1) 0"' 14 1/2" 33 1/4" BEVEL= BEVEL= 2) 20 114' 11 15116" 35 13116" JOINT TYPE: SR B-303 BELL JOINT 1YPE: SR B-303 SPIG 3) 40 7/16" 9 3/6" 38 3/6" LENGTH- 5 1/4' LENGTH- 5 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID- RING ODin RING CHECK LENGTH' 30 1/8" CHECK LENGTH= 30 7/16" Im~ ~. JST FITTINGS J GIFFORD-HILLEA~ERICAN, INC- ~ m, trr: I I - 8-97 COPPELL, TEXAS .,,,.. ~ 97-117B seem' D24 RELEASE COPY JAN 2 8 1998 .,. ISSUED FOR FABRICATION -- T.O.P. ~ 2 - REQ'D ~ PC, NO, B73 &: B76 ID-, 16. OD CYL= 17 3/8' ANGLE:= 90.00' FULL CUTS= 4 TYPE 3 RADIUS- 40.00" TANGENT- 40.00"' PLATE- 3/16' CUT ANGLE- 11.250' OVERALL CAN LENGTH- 61 1/16' LEG1 LEG2 DISTANCE DISTANCE FROM END .TO EA, CUT LL- 3,66' LL- 3,33' AROUND CIR, CUT1 CUT2 CUT3 CUT4 X- -1,33" Y- -1,29' 1) 0" 8 3/8" 20 13/16' 40 3/16' 52 5/8" BEVEL- .. BEVEL= 2) 13 5/8' 6 5/8" 22 9/16' 38 7/16. 54 3/6' JOINT TYPE: SR B-303 BELL JOINT TYPE: SR B-303 SPIG 3) 27 5/16" 4 7/8" 24 1/4" 36 3/4" 56 1/16' LENGTH- 5 1/4' LENGTH- 5 1/2' BACKUP RING: BACKUP RING: RING ID- RING ID- RING OD~ RING OD- CHECK LENGTH= 43 15/16' CHECK LENGTH= 44 3/16' Im~ ~ ,)ST I FITTINGS I GIFFORD-HILL-AMERICAN, INC, Ci(C~ .t-vFjo. ~11_18_97I COPPELL, TEXAS . e,~..,o. g7-117BL Is.m D25 RELEASE COW ., J A N 2 8 1998 ,,. ISSUED FOR FABRICATION OMIT MORTAR COATING ON PT40 5/16 "IB X 15 13/16" 20" COLLAR "~ 10 15/16" PT40 42" FLG. X 60" STEEL PIPE PRESSURE TAPPING ASSEMBLY et'VFJOe /1 7 COPPELL, TEXAS oer.. ,o. 97-117Btls~.~ D26 J A N 2 8 1998 ISSUED FOR FABR|CATION 59 1/4" Q 3/16'x12"NIP ""~ 0[)-13 3/8" 3/( ,= 42" =,~ 7/__8" T\ \ ID= 24 3/4" OD- 27 3/4" / 52.46' \ / \ R5 &c RIO 12" FLANGE x 24" P-3,03 SPIG SHEET LAYOUT REDUCER W/12' BLD. FLG. 2 - REQ'D FLANGES 10" THROUGH 48' SHALL HAVE THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. CONTRACTOR IS TO COAT W~TH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. lint. ~. JST I FITTINGS I GIFFORD-HILL-AMERICAN, INC. . m~ m~11_18_97 COPPELL, TEXAS or-.Ne. 97-117BL J~B' D27 RELEASE COPY · . JAN 2 8 1998 !~$UED FOR FABRICATION 0D,,,25 3/4' ~ ID= 3t OD- 40" / 51.8g" \ © L ' 9'6,5/,~ _1 Rll 8-303 SPIGOT x 24' ~GE SHEET LAYOUT REDUC~'R W/," THD. OUT. NOTE: FLANCES 10' THROUGH 48' SHALL HAVE (~) 1' THO. OUT. (IRON 1HO.) THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. CONTRACTOR IS 11/4' 3000J S11... HALF CI:L TO COAT MTH CEMENT MORTAR WHEN 11/4" X 1" BRASS BUSHING THE PIPE IS INSTALLED. I' BRASS PLUG '1 I J .,.~. JST I FITTINGS J GIFFORD-HILL-AMERICAN, INC: '.,..}w} a~. '. .t'vm~ .~c"L'~_29_98 COPPELL, TEXAS m,r..~.9,7-tlTeL I~.m' D28 ' FIELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION ,2 , :.:9 ./.":1oo-25 ? n~l I ~ (~) 3/e'e x 2 ~/2' raNG ~ ~ // ID= 3~ T,O.P. { OD- 4~ ~ 3/16'R C~. . / ~.5~ ' 7 o ~=3 7/8' / ~ I_ 9'5 7 3/4" SHEET ~YOUT 24' ~NGE x 3~ M~RED B.U. RING REDUCER W/1" THD. OUT. W/6.45' MIER 8 3/r I ~ ;c~ LINE I 1/4' X 1" mA~ m~ 11 1" ~ ~ = ~ ~S 10" ~R~ ~' ~ALL HA( = 1~.. ~E M~TAR COA~NG DE~D FOR 5" BEHIND ~E ~AN~. C~ACT~ IS TO COAT ~ CEMENT M~TAR ~EN MITER SECTION ~E PIPE IS INSTA~ED. D~AIL IJST I FITTINGS GIFFORO-HILL-AMERICAN, INC. .t'v6m Ic,.',~ 1-29-981 COPPELL, TEXAS '..~.m. 97-117BL Is.m D29 JAN 2 8 1996 ISSUED FOR FABRICATION ... 24.~" 8-30:5 BELl, ~,,,,~ / /16'e c'4.. 18 1/16".9" T.O.P. i ~ 12 7/8" 5 \ .- I 9' | o.o.- 2 ~/,~ J s I I~ ' ' 9' .7 15/16' ~"'~ ~ 12 12 3/8' · '48' { 57 5/16' ,{. 3/8' SHEET LAYOUT - RT2 86 1/8" I, 43 15/16' t0' - 10 1/16' RT2 36' FLG. X 24' FLG. X 24' GKT. - CONCENTRIC REDUCING TEE W/2 - 1' THD. OUT. he. OUT. (~;m ae.) NONE: FLANKS 10' THROUGH 48' SHAU. I/4' 30001 S1L H.~LF a~ IHE MORTAR COATING D~LETED FOR 1/4" X 1' BRASS BUSHfiG BEHIND THE FLANGE:, CONTRACTOR IS BRASS PLU~ TO COAT WIl14 CEMENT MORTAR WHEN .. THE PIPE: IS INSTALLED. nsveo, , ' /1 7 COPPELL. TEXAS u.~ ,~ gT'llTBls.m 030 RELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION 1 ~ / \ ,,, 45.11 ~ I ~ ..... ' I 9' - 7 ~5/~6' I' ~> ~2 ~/e' s7 5/~6' I ~' ~2 ~/e' ~EET LAY~T - RT7 43 15/16' I 10' - 10 1/16' 3.95' ~ 7~' 3.95' ~ I 5/16' T.O.P. f MEA~ ~ MEA~R~ ~ T.O.P. 6 O.C. ~ 24' HILL( 0.~. '. ~'~G. X 24' EG. X 24' ~T. - C~N~C RE~G W/ 2 - 1"~0. ~T. ~ ~' ~, wT- 11/4' Je S~ H~ ~ ~ M~TAR COA~G ~LE~D F~ 5" I 1/4' X !' IA~ ~ E~ ~E ~AN~. C~ACT~ IS I' IA~ ~ TO COAT ~ 3ENT MORTAR KN ~E PIE IS INST~LED. ~AN~ ROTA~ ~ANGE ROTA~ et'veoe /1 7 COPPELL, TEXAS RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION " Q 3/~6'e x '~2' NIPPLE (2E) ~' too. eUT. (eeN 'triO.) 00- 9 3/8' I I/4' 30001 STL HAl./~ O 3/16'1~ X 12' NIPPLE I I/4' X I' BRASS BUSHi O.D.- 25 3/4" I' BRASS RUG Q 3/'~6'e x 2' 8' - 6' COLLAR (~) 11/16'1E x 2" RING ' I.D.- 3,19 1/8' '~2 ~/8',~.1;6' 82 '~/2' 7 '~/8" ~ 3/~6'e x 5 s/8' O.D.- 4.3 '~/8" 29 / 34" "1~ ' COLLAR (~) 6 EA.- 11/16"1e , 2"' 2' GUSSETS SPACED 45.00' OR LI I' ~ (~) 5/8°! X ]* RING 22 5/8' APART ~;'TO; MEAS. * " RED. FLG. .D.- 42 '''1''1/4' ON I.C. OF CYL. 2" J' 2 ..1/8' e ~ [ ~ 14' (~ 1/2"e DISHED HEAD t ___.__/~ I~ ~ _jR, W.P.-tSO PSI " ...... I 47 1/2' E BETAlL 'A' ~ G 0 w/SNN'-m.G ELL ,~,,,,., ....,;,.,,;;,;, ~,,;,..,,.~ ' ~""' I 8' I)L~TNt. NO~3~: FLANGES I0' THROUGH 48' SHALL HAV!~ NOTE:MORTN~ UNING IS TO BE HEI.I) BACI( N~N~JND PLUG TO/i, LOW Pt. UG TO BE THE MORTAR COA~NG DELE~D FOR 5" REMOV~O ~rI'ER TESTING. CONTR,~C~ BEHINO THE FLANGE. CONTRACTOR IS IS TO MORTAR AI.L EXPOSED STEEL IN TO COAT ~ITH CEMENT MORTAR WHEN THE FIELD AFTER PLUG IS REMOVED. · THE PIPE IS INSTALLED. P'~ ~s~ ~ RTRNGS I GIFFORD-HILL-AMI[RICAN, RELEASE COPY J A N 2 8 1998 ISSUED FOR FABRICATION NOTE: FLANGES 10" THROUGH 48' SHALL HAVe: THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. CONTRACTOR IS TO COAT tMTH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. 19 36 7/16" 28 3/8" 5/16-, x 9 COLLAR 71 3/4" I- 31 1/4' , ~2 42' ~T. X 42" FLG. X 24" ~T. - 45.0r ~ W/42" S.R. ~I~T W/24" S.R. BELL W/42' B~. ,~-,do, /1 97 COPPELL, TEXAS ..~ '.o. 97-,7m. ls~. D33 RELEASE COFY JAN 2 8 1998 ISSUED FOR FABRICATION 3/161 x 12' NIPPLE O,D.- 19 25/32" 18" FLANGE W/18' BLD. R,G, 25 1/4' 17 3/4' 36 7/16' 29 13/16' ~, ~: COLLAR I COLLAR 84" ~ 17' 72 W66 36' CYI, DID X 36" GKT. X 24' GKT. - 45.00' vrrS w/36' S.R. SELL W/24' S.R, SPIGOT W/18' FLG, OUT. W/18' OLD. FLG. ~ /~ 7 COPPELL, TEXAS ~ ,=.97_nTet. ls, m D34 RELEASE COW JAN 2 8 1998 ISSUED FOR FAERICATION 9' ' i BELOW j ,_ 12' _, ,.:,. 5' ROTECTIV[ COATING Flit PA i.D. ~D C~24C PPLIED IN REID CS24A REID WE W1;:LD 24" CYL FND X 24" C, KT. - 24" FLG. X 24" CYL END - CS24B PNNT INTERIOR OF CS24B Q 1' ~ OUT. ~ 1Ha.) 3/16'1E X 12' SPUT BUTT STRAP W/1 - COAT OF N.S.F. I.D.- 25 7/8' APPROVE:D PNNT. I l/4' 3000l S1L elAUr CR. I I/4' X t' eeASS BUSHaG DETAIL "A' I'BRASSPtUG (:~6' COUPUNG W/PI.UG O.O.- 7 24" GKT. X 24" FLG. - BUTT STRAP CLOSURE W/1" THD. OUT. NO~ FLANGES lO' THeOUCH 4a' SHN, L HAV~ W/2 -- 6" HAND HOLE 114[ MORTAR COATING DEI.[I[D FOR 5' BLrHIND THE FLANGE. EXPOSED CYLINDER IN THIS AREA IS TO BE COATED W/JONES-BLAIR 1971 PRIMER. CONTRACTOR IS TO COAT W/C[MLrNT MORTAR WHEN PIPE IS INSTALLED. · ease, 1 COPPELL, TEXAS M ,~97-117Bl. is~B D35 RELEASE COPY J A N 2 8 1998 ISSUED FOR FABRICATION 30 12 3/8' ~ I 51 3/4' 1 6- 27- E , ,= 12' . 5' 3"1' ~C~ COA~NG U~ IN RELD ~gA ~2" C~ END X 12" ~T. R~RELD (ffi ~D - 12" ~G, X 12" C~, END - .. ~ 6' C~ W/PL~ ~3~ PNNT IN~RI~ ~ CS39e O,D,- 7 1/2" 3/16"R X 12' SPUT ~ S~ w/1 - COAT ~ N.S.F. I,O,- 13 1/2" A~O~D PNNT, DETAIL "A" C~;~9 12" GKT. X 12" FLG. - BUTT STRAP CLOSURE W/6' HAND HOLE NOTE:: F1.ANG[S 10" TI.IROUGH 48' SHALL HAVE: THE: MORTAR COATING DL:'LEq[D FOR 5" BEHIND TIE FLANGE:. EXPOSED CYI..INDER IN THIS AREA IS TO BE COATED W/JONES-BLAIR 1971 PRIMER. CONTRACTOR IS TO COAT W/CI:'MENT MORTAR WHEN PIPE IS INSTALl[D, "I FIELEASE COW J A N 2 8 1998 ISSUED FOR FABRICATION 30 J~ 12 3/8' ~,_ 18' i 41 1/2' , .,. 1-; 5- t- 27- PRO~C~ COA~N~R ~ ~77C A~LIEO IN ~77A RELD (LD ~D 16' C~. END X 16' ~T, - 16" ~G. X 16" C~. END - ..,. -., . .;...,. ~7~ PNNT IN~RI~ ~ CS77B ~ ~' ~ ~' ~ ~') 3/~6'~ x ~2' FuT ~n sm~ w/~ - c0~7 ~ N.~r. 1 l/4' ~J S~ H~ ~ I,D,- 17 1/2' A~O(D PffiT, 11/4' X 1" NA~ ~ S' ~ ~ DETAIL "A' o.0.- 7 :/2' C~;77 16" GKT. X 16" FLG. - BUTT STRAP CLOSURE SECTION rt. AN~:S IO' ~e~OU~H 48' SHN. L HAV~ W/S,R, SPIGOT W/1" THD, OUT, 1HE: MORTAR COA'I1NG 0ELE'rE:D FOR 5" BEHIND 'THE FLANGE:. CONTRACTOR IS W/6" HAND HOLE TO COAT tiTH CEMENT MORTAR Ikt!EN 11,,IE PIPE IS INSTALLED, FITTINGS IGIFFORD-HILL-Ak, iERiCAN, INC. COPPELL, "IE:XAS ~ ,,..97-,TeL. i~m 0:~7 RELEASE COW JAN 2 8 1998 ISSUED FOR FABRICATION CLASS D"RING FLANGE SCHEDULE RING FLANGES BLIND AND/OR REDUCING FLANGES I.O. OF NO. OF O.O. OF 11iCKNESS O.D. OF B.C. OF 1141CKNESS NO. Or DIAMETER DIAMETER NO. OF IX). OF THICKNESS N0. i D!& B.C. OIr SEE OPtliNG FLANGES CYLmOER OF C~L '0' FtANG~ FLANGE'OF FLANGE BOLTS OF OF ~ZE FUWC~S FLANGE OF FLG, Or FT.eH~ DETAIL 'A' REO'O. ogr 'c' 'E' "F' 'G' RE:O~). BOLT HOLES BOLTS REQ'O 'E' 'G" BOLT HOLE:e, olr NO. t 3 ~/t SCH. e STO 150 SUP,..ON ~G 4 3/~ 5/r 3' sm ~ eUNO ~C. 4 · 3/`. ~ 4 Vr scH. e r 7 I/r .s/r e 3/`. 5/r `. r o.62s' e . 3/`.1 7 ~/~ 6' e 5/8' SCH. 40 !1' '9 1/2' 11/16' e 7/8' 3/`. 6' 11' 0.692' e · 7/8' 9 1/2' e' 1 ~ 9 s/e' 31~6' it .. ~3 ~lr ls 3/4' ~V16' e 7/t 31,' t x 2' !2 r.&. ~3 ~/2' o.e05' s · 7It ,. 3/`. A 18' 1 [A. 19 25/32 ' 12' 25' 22 3/4' I 1/16' 16 1 I/,' 1 !/6`. 18' I F..A. 25' 1.326`. 16.11/4' 22 3/4' 20' 21 25/32 ' 27 1/2'~... 25' 1 I/8' 20 I 1/,' 1 t/6' 20* 27 1/2' .. 1.442' 20. I 1/4' 2,' 19 SA. 25 3/,' ' 12' 32' 29 !/2" I I/`. 20 13/e' 1 :/`. 2`. x 6'11 F.A. 32' 1.657' 20. I 3/6 29 I/2' e 30' 31 7/8' ' 38 3/4' ~6. 13/8' 28 13/6`. 1 t/4' 30' .... 38 3/,' 2.003' 28- ! 3/8' 36. 6 EA 37 1/8' 3/16' 12' 46`. 42 3/4' I 5/8r' 32 15/6`. 1 I/2' 36' 46' 2.369' 32.. 15/8 42 tNSK)( 01aaL-Ee OF ~ ........ +1/~6' TI~CKNESS OF FLNr,,E...+I/8' MNiUFACTURIiG TOLEP. Ni(~S: OUTSIDE: I:HAMETER OF FLNiGE ...... ,t I/8" DOLT CIRCLE ................. ~-1/16' /ill ~ C,~KEI$ ~ B~ FULL rACE I/8' 11~CK INSIDE C~CUMFERENC[ FI,ATNE:SS..O.OIO' OUTSlOE CmCtMFERENCE: FLATNESS...0.O2(f UNLESS OTHERmS( NO'lTD. O + 3,/8' ,;s A 3/' '¢"" $' COATING LIMITATIONS ~ -~' 'i::~'!' 3'-e" 3CO~TNG/~O(t. ETLr0 HOt( DETAIL 'B' ( 8'x 2" TORF 24~x 8' RED. '~ LF. NG1H '0' ' ' · AWWA C207 CLASS D, TABLE 2, 2 I/2' 3000~ ~TL. ALF CPL~. '~ ~" I.D. & LARGER ° ,o~ ~: OmL~ CO,~O,uS ~o ~ ~/='. r a ASS BUS 2' BRASS R.UG H HIN ANSI B16.1 CLASS 125. FI.G. SCHO. NOJ nt'e / 9 COPPELL, TEXAS o~ m. 97-117Bt.lse 0~8 RELEASE COW JAN 2 8 1998 ISSUED FOR FAeRICAT!ON CLASS D RING FLANGE SCHEDULE RING FLANGES BLIND AND/OR REDUCING FLANGES I0D I.O. OF 140. OF I O.D. OF I THICKNESS I - · OF B.C. OF THICKNESS NO. OIr DIAMETER DIAMETER NO. OF N "D" FLANGE FLANGE OF FLANGE BOLTS OF OF SIZE FLANGES FL. NNIGE OF FLG. OF FLANGE DETNL OPENING FLANGES CYU DER OF CYI.. 'A' REQ'D. 'B" 'C" 'E' "F' 'G" REQ'D. BOLT HOLES BOt. TS REO'O *E' 'G" BOLT HOLES 'F' NO. 42" 3 [A. 43 7/8"; I/4" 12" 5,T' 49 1/2" 13/4' 36 15/8' 1 I/2" 42" 1 F_A, 53' 2,725' 36.15/8" 49 I/2' 48' 59 I/2' 56" ! 7/8" 44 I 578' 11/2" 48" 59 I/2" 3.067' 44-15/8' 56' 54" 66 1/4' 62 3/4" 2 1/6' 44 17/8' 13/4" 6G' 73" 69 I/4' 2 I/4" 52 I 7/6' I 3/4' FOR SIZES LARGER THAN 48", USE A FLANGEO OISHEO HEAD PLUG 66" 80' 76' 2 1/2' 52 I 7/8' 1 374' 72' 86 1/2' 82 I/2" 2 5/6' 60 ! 7/it 13/4" 76' 93" 89- 2 374" 64 2 I/6' 2" 84' 99 3/4' 95 I/2" 2 7/8" 64 2 1/er 90" 106 1/2' 102" .t' 68 2 7/16' 2 I/4" ........ 96' 1~3 1/4' m8 I/2' 3 1/4' 68 2 7/16' 2 1/4' INSII~: DIAMETER OF F'LANG~ ......... +1/16' THICKNESS OF IrtANGE...+I/lY' BOLT CIRCLE ................. 4. 1/16' NLL FLANGE GASKLrTS SHALL BE FULL FACE 1/8' THICK RUBBER ~IrACTUR1NG TOLERANCES: OUTSlOE: DIAMETER OF FLANGE ....... + I/6' INSIDE CIRCUMFERENCE FLATNESS...O.OI(t' OUTSIGE CIRCUMFERENCE FLATNESS...O.O2Ct UNt.ESS OTHERWISE NOTED. O + 3/8' ® FOR 42' & 48' DELL'I[ THE MORTAR COATING 'C'.-- ~..!~!~! S' BEmO THE rt. NIC~ :' 3/8, LENGm 'D' NOTE I: THESE FLANGES CONFORM TO ~: AW'WA C207 CLASS D, TABLE 2. 42" & LARGER NOTE Z: DRILLING CONFORMS TO ANSI B16.1 CLASS 125. ru;. SCHO. NO.2 I " .twSON /9 COPELL TEXAS ee=, m. 97-117EILIsuet'~ D39 RELEASE COPY JAN 2 8 1998 ISSUED FOR FABRICATION ADDITIONAL MATERIAL QUANTITY SIZE DESCRIPTION QUANTITY SIZE DESCRIPTION o.' 1" 300011 S'11.. HALF CPLC. 2 EA. 8" 1501 FLANGE GASKET ~- 1501 FLANGE GASKET ~. I' X 3/4" BRASS BUSHING 2 EA. 12' ~ 3/4" BRASS PLUG I EA. 24" 15Ot FLANGE GASKET d 24 EA. 11/4' 300011, STL. HALF CPLG. I EA. 42" 7501 FLANGE GASKET ~ 24 EA. l11/f4' X 1" BRASS BUSHING 8 EA. 3/4' X 3' BOLT W/NUT (8") ' 7/8" X 3 ' BOLT W/NUT (12') 3 EA. ! 2 1/'2' 300011 STL. HALF CPLG. 24 EA. ~ 3 EA. 2 1/2'X 2' BRASS BUSHING 20 EA. I 1/4' X 5'I , BOLT W/NUT (24') t,,,e 3 EA. 2" BRASS PLUG 36 EA. 11/2" X 6 1/2'J BOLT W/NUT (42") 16 EA. - - - NO. 4 GA. (AWG) BARE STRANDED COPPER CABIF ,JOINT WRAPPER SCHEDULE PIPE TYPE OF PIPE REMARKS 32 EA, COU. ARE:D STUD W/HEX NUT QUANTITY ~DTH SIZE ~B-303 L-301 E-301 32 EA. COPPER CONNECTORS 12 EA. 7' 12" X 1 EA. 18' 1501 FLANGE GASKET 2 EA. 18' 12' X BUTT STRAP 16 EA. 11/8" x 4 1/2'I BOLT W/NUT (18") 8 EA. 12" 16' X E"rHAFOAM I EA. 18" 16' X BUTT STRAP 15 EA. 7' 24" X 2 EA. 18" 24" X BUTT STRAP 1 EA. O.D.D.H,- 1/2'R DISHED HEAD (WP= 150 PSI) 10 EA. 12" 24' X ETHAFOAM Cip41) 41 1/4" C.-100~ Kw-6~ 3 EA. 9" 36" X S.F.m 2"' NO PAPER 2 EA. 12' 36' .X , ETHAFOAM .¥ . [A. O.D.D.H.- 'IE DIS~'ED HEAD (WP- *** PSi) 13 EA. 12' 42' X ETHAFOAM .r4 eeeee Ce-1OO'~ Ke-6X 6 EA.. 12' 16' X 12' FLG. S.F.m, 2" NO PAPER 4 EA. 12" 18' X . 16' FLG. 1 EA. 25~1 CAN JOINT LUBRICANT 19 EA. 12' 27' X 24' FLG. 8 L.F. 3/8"~ MILD STEEL ROD FOR Wt~:LDED JO4NTS 6 EA. 12' 39' X 36" FLG. 8 EA. 6' CPLG. W//PLUG 3 EA. 12' 45' X 42" FLG. · , EA. **' ,-,,** FLEX-PRO'rEX 2 EA. 18" 27" X 24' FLX CPL BY: .JST ADDITIONAL MATERIAL GIFFORD-HILL-AMERICAN. INC. m DAle:: !1/19/97 COPPELL, TEXAS OWG. NO. 97-117BL I s.'r. D40 Gifford-HilI-American, Inc. CORPORATE OFFICE: Post Office Box 569470 Daftas, Texas 75356-9470 ,, 1003 N. MacArthur Blvd. Grand Prairie, Texas 75050 Phone (972) 262-3600 D/FW Metre (972) 263-1990 FAX (972) 264-6236 Internet: www. ghainc.com E-maih gha@onramp.net January 30, 1998 pLANT LocATIoNs: · 1004 N. MacArthur Blvd. Grand Prairie, Texas 75050 · 11201 Spencer Road Houston, Texas 77040 · 1624 Marshall Street Bar Constructors Lubbock, Texas79408 · Hwy. 59 South Aloe Field P. O. BOX 1 O Victoria, Texas 77902 Lancaster, Texas 75146 Attention: Mr. Sam Arrambide SUBJECT: COPPELL, TEXAS Kimble Kourt Metering Station & Sandy Lake Rd. 42" & 24" Water Mains G~H-A Job No. 97-117BL Gentlemen: Enclosed are ten copies of our drawings No. 97-117BL, sheets 1 through 14, D1 through D40, which show the material we are furnishing for the subject project. Please arrange for the distribution of the enclosures. These drawings have been approved and issued for the manufacture of the material as shown. Please note the following items: Sheet 5 1. As verified by the contractor, the T.O.P. elevation for the connection on the west side ~s 440.88, and the T.O.P. elevation for the east side is 443.28. 2. The existing 36" outlets shown on the contract drawings as flange outlets have been confirmed by the contractor to be bell joints with a dished head plug installed in the bell. The contractor has confirmed that the existing 36" line is a prestressed line provided by United Pipe Company. 3. Pieces A1 & A6 have been moved to the other side of the gate valves and flanges have been added to pieces RT2 & RT7. 4. The contractor has confirmed that the length from the end of the existing bell to the centerline of the existing 36" line is 2.67'. REVIF~WED BAR CONSTRUCTORS, IN~,. r>,~i~ ... ~zl~/~ ,.. TRANS. # ..~Dr,,____IS'DID-i~. ~AR Constructors, Ific. represents tha( we have determined and verified all field ~limensions and measurements, fieid bonstruction criteria, materials, cataloO Rdil~be~; ~and similar daffi, ;~i~d that have checked with the requirements of the Werk and the Contract Documents, Gifford-HilI-American, Inc. Page 2 97-117BL Sheet 6 1. The contractor has confirmed that the existing 36" line does not have a flange joint as shown on the contract drawings. To remedy this situation, we will weld a 36'" B-303 bell, piece JR71, with a back up ring, to the existing 36" line once it has been cut. 2. Because of the field verified T.O.P. elevations, piece BX13 has been deleted and the bend legs of pieces B12 and B14 have been revised. 3. Two 6" hand holes have been added to piece A19 to provide access to mortar line the interior of piece BS20. Sheet 7 1. The contractor has confirmed that the existing 36" line does not have a flange joint as shown on the contract drawings. To remedy this situation, we will bevel the 36" end of piece R25, 6.45° and attach it to the existing 36" line with a back up ring. 2. Because of the field verified T.O.P. elevations, a 5.00° bevel has been added to piece BX23. 3. Two 6" hand holes have been added to piece CS24 to provide access to mortar line the interior of the split butt strap. Shect 8 1. The contractor has verified the T.O .P. elevation of the existing 36" tee. He has also verified that the distance we have shown of 58 ft, is acceptable. 2. The contractor has also requested that 2 ft. of extra cylinder be added to pieces " B28 & A33. · 3. A 6" hand hole has been added to piece A33 to provide access to mortar line the interior of piece BS34. Gifford~HilI-American, Inc. Page 3 97-117BL Sheet 9 1. The contractor has verified the T.O.P. elevation of the existing 36" tee. He has also verified that the distance we have shown of 20 ft, is acceptable. 2. Because of the field verified T.O.P. elevations, piece B37 has been deletedaJ pieces BX38 and CS39 have been revised. 3. Because of the field verified T.O.P. elevations, a 4.00° bevel has been added to piece BX38. 4. Two 6" hand holes have been added to piece CS39 to provide access to mortar line the interior of the split butt strap. Sheet 13 1. The contractor has verified that the flowline elevation and slope of the existing line is as shown on our drawing submittal. He has also verified that the distance shown of 17,52 ft. is acceptable. 2. The contractor has not yet verified what type of pipe the existing 36" line is. Until this is done we will assume the existing line is a pretension line,similar to our B-303 type of pipe. 3. An 18" flange outlet with an 18" blind flange has been added to piece W66 to provided access to mortar line the interior of pieces BS67 and BS70. If you have any questions in regard to delivery, please contact Ralph Wuerz at 21 4/262-3600 Please feel free to call on us whenever we may be of further assistance. :~/ery truly yours, · GIFFORD-HILL-AMERICAN . . / Jimmy Torres Sr. Engineering Coordinator JST:j Enclosures cc: Baugh and Associates, Attn: Mr. Tom Baugh, w/I copy