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WA9301-SP 971229 City of Dallas Date: December 29, 1997 ~ I ~' 1 Submittal No. 15010-08 To: Bar Constructors, Inc. P.O. Box 10 DISPOSITION Lancaster, Texas 75146-0010 Attention: Ms. Lucy Garcia Subject: Coppell 2 Metering Station 6 nt emen: We are reining the follo~ng sub~n~ data: IDENTIFICATION DESCRIPTION #97-117BL Gifford Hill - Layout Drawings for Bar Wrapped Pipe 9 3 X Distribution: Design Engineer - 1 Comments Noted on Submittals Project Manager - 5 crT~Des. n~ (File - 1), (Field - 2), (Coppell - 1), (Pumping - 1) Services Water Utilities Department Design Sen/ices, 320 E. Jefferson, Rm 213 · Dallas, Texas 75203 · 214 / 948-4576 · FAX 214 / 948-4599 A city utility providing regional water and wastewater services vital to public health and safety. . qO EXCEPTION TAKEN MAKE CORRECTIONS NOTED REVISE AND RESUBMtT [] _' REJECTED [] FOR RECORD ONLY REVIEW BY THE ENGINEER DOES NOT , , nFI EVE THE CONTRACTOR FROM RESPONSIBILITY FOR WITH CONTRACT REQUIREMENTS. CONC:R:ETF: PRESSURE :PT:PF:, REVIEWED Pro:leer BAR CONSTRUCTORS, ING. J'/tg'l:'nerr lOCATION - COPPELL TEXAS OWNI~It - CITY Otr COPPEt4. DATE l o'L/~ cz '7 , DALLAS WATER U'I1LIllES DI~CI~.IPTION- 2 ME1}:RING STATION BY. /:) ~3 TRANS. # 150,1O-0~ 148 LF. 24' B-303 CI. ASS 150 64 LF. 12' B-303 CLASS 150 BAR Constructors, Inc. mPresents that we 161 L.F. 42' L-3OI CLASS 150-11' havedetermtnedandverlfledallf'~eld dimensions and measuremenfs. field construction criteria, materials. catalog Jl~/'l~31~O/'J/ numbers, and similar data. end '~hat we COftktl'llOfOt' have checked with the rectu!reT~e.~ts of the GIlA CONTACTS !eOR TIllS PROJECT ~: Work and the Contract Documents. BAR C0NS'II~UCORS ~!IGINI~ING - JIMMY TOR'RES (912) 262-3600 9A],!~ - BAUGH & ASSOCIATES (281) 807-9696 CONTACT - SAM ARRAMBIDE D~'I, IIr~'RY - TOM PAGE (972) 262-1571 ~~) (972) 227-3287 ~ St'IWIC~ - CAROUNE: DUNCAN/(972) 262-3600 NELS THOMSEN Gifford-HilI-Americon, Inc. MAI~UPACt~I!~R or CO~CRErJ' PR$,S'SUP~ PiPE DALLA9 !!OUSTON Y!CTORIA LUBBOCK -B - , , REVIEW COPY NOV 2 u 1997 NOT FOR FABRICATION STANDARD ABBREVIATIONS ADAP - ADN:q'OR HLS - HARNESSED L-301 SPIGOT SFBF - SMOOTH' FLOW BLIND ATr'D - AftACHED HP - HORIZONTAL PULL FLANGE BC - BRUSH COAT HBB - HARNESSED B-303 BELL Slit - SHEET BErt. - BEVEL HPI - HORIZONTAL POINT SLB - SCREEDED L-301 BELL - ,.GE OF ,.TERSE .O. SLS - SC.EEDED L-SO, SP,GOT REVIEWED BHC - BEGIN HORIZONTAL CURVE HPL - HORIZONTAL PIPE LENGTH SBB - SCREEDED B-303 BELL BOP - BOTTOM OF PIPE HBS - HARNESSED B-303 SRGOT SPC - SPECIAL BRPE.- BACK-UP RING HT - HORIZONTAL TURN SPIG - SPIGOT BAR CONSTRUCTORS, INC. PLAIN END INV - INVERT SPL - SLOPE PIPE LENGTH BUR - BACK-UP RING. END JH - JOINT HARNESS ASSEMBLY SBS - SCREEDED B-303 SPIGOT DATE BVC - BEGIN VERTICAL CURVE: LB - L-301 BELL SRLB - SNAP-RING L-301 BELL BacP - BEVEL & PULL LD - LAY1NG DIRECTION SRLS - SNAP RING L-301 CB - COMBINED LS - L-301 SPIGOT SPIGOT BY_ CCP - CONCRETE CYLINDER PIPE LT - LEFT SRBB - SNAP-RING 9-303 BELL CL - CLASS MEB - MORTARED E-301 BELL SRBS - SNAP-RING B-303 CP - COMBINED PULL MES - MORTARED E-301 SPIGOT SPIGOT TRANS. #-- CPE - CLY1NDER PLAIN END MJB - MECHANICAL JOINT BELL STD - STANDARD CPI - COMBINED POINT MJPE - MECHANICAL JOINT TAN - TANGENT BAR Constructors, Inc. represents that we OF INTERSECTION PLAIN END TES - TRIMMED E-301 SPIGOT have determined and verified all field CPPE - COUPLING PLAIN END MLB - MORTARED L-301 BELL TLS - TRIMMED L-301 SPIGOT dimensions and measurements, field CT - COMBINED TURN MLS - MORTARED L-301 SPIGOT TO - THREADE0 OUTLET DET - DETAIL MBB - MORTARED B-303 BELL TOP - TOP OF PIPE construction criteria, materials, ~-.qtalog DH - DISHED HEAD MPE - MORTARED PLAIN END TORF - THREADED OUTLET numbers, and similar data, and thai ON - DOWN MBS - MORTARED 8-303 SPIGOT REDUCING FLANGE have check~-d with the req~i,r~r,':er,ts of the I~cT - DRILLED &TAPPED 139 - B-303 BELL TBS -'TRIMMED B-303 SPIGOT Work and 'he Contract EB - E-301 BELL PCC - POINT COMPOUND CURVE VCPE - VICTAULIC COUPLING ECC -' ECCENTRIC PE - PLAIN END PLAIN END EFLG - CLASS 'E' FLANGE PRC - POINT REVERSE CURVE VP - VERTICAL PULL EHC - END HORIZONTAL CURVE BS - 9-303 SPIGOT VPI - VERTICAL POINT OF B.B/- ELEVATION PWEB - PLANT WELD E-30I BELL INTERSECTION ES - E~-301 SPIGOT PWES - PLANT WELD E-301 VT - VERTICAL TURN EVC - END VERTICAl. CURVE SPIGOT WFPE - WALL FTTrlNG PLAIN END EXT - EXTRA PWt. B - PLANT WELD L-30t BELL WPE -WELOING PLAIN EN0 FE)O - FLANGE BLOW-OFF PW~ - PLANT WELD L-301 OUTLET SPIGOT INDEX r,< - ruac , stu o, ,wee - Puwr ,zLD s-3o3 s ES'r FLG - CLASS "IY' FLANGE PWBS - PLANT WELD B-303 i ' TITLE SHEET FO - FLANGE OUTLET SPIGOT .... -, , FOB - FLAT ON BOTTOM QTY - OUANTITY 2 INOEX SHEET , FORF - FLANGE OUTLET RCB - REINFORCED CONCRLrI'E 2A ORIENTATION SHEET REDUCING FLANGE PIPE BELL ....... " FOT - FLAT ON TOP RCCP - REINFORCED CONCRETE ,3 GENERAL INFORMATION ,. FT - FEET CYUNOER PIPE 4 . PI.P~ DESIGN GK'T _ GASKET RCS - REINFORCED CONCREE 5 - i,4 LAY(.)ffi' lIES - HARNESSED E-3Ot BELL PIPE SPIGOT DI - D37 SPECIAL PI.PE ~ .FITTINGS ' HES -HARNESSEO E-30I SRGOT RF - REDUCING FLANGE 038 & 039 FLANGE SCHEOULE HH - HAND HOLE RT - RIGHT - , ........... HI.B - HARNESSED L-301 BELL SCRD - SCREED 040 AODfr!ONA~, MATERIAL ' INDEX SHEET ..GIFFORD-HILL-AMERICAN, INC. ... ! rr , e*~ m~ns~N COPPELL, TEXAS c~ .o. 97-117BL ]s.m 2 : ,REVIEWED BAR CONSTRUCTORS, INC. REVIEW COPY DATE .. - NOV 2 0 1997 BY NOT FOR FABRICATION TRANS. tt ...... BAR .;onstructors, Inc. represents mat we ' have ~etermined and verified ell field .~.~ ,.~<~ns.r~.s~m...t..r~ld PROTECTIVE COATING APPLIED IN THE FIELD cons ~ction criteria, mateddais, calalog STANDARD RUBBER have P cr7" FOR 33' AND SMAllER Wo~ and .qqOll APPt.t"O N Ft'tO. CD4ENT MORTAR, . MIXLq) TO A ,,~?;i;.. · . .. . SE'Z NOTE: ,-_.:.-~i ...- .... .- - ...... . 'e' ~'. } '-.' : '..* . . :~:~ - . · ... , O~:S'r~A"k L~CT~/I---[ ~s.~T~e~P/~ MECHANICAL S~'1:JOmT ANO GAS<IT mALL NO~: JOINT ,CO,NN,ECTI,,ONS MENT MORTARpR10R FLANGE CONNECTIONS for vALvES ANO 01HE:R T'fPES Or TO LrNGAGLrMENT. Pt. ACLrD IN FIELD. A!~ D~TAIL ALSO APPUCABL[ TO CAULKED FOR AIR VALVES, ACCESS MAI~HOt.lcS, FLAI~"CED GAlE VALetS, ETC. JCIN1~j AND FL.EXIBLE COUPUNG CONNECTIONS STANDARD RUBBER GASKET JOINT .NO~.'r APPUCABLE TO ALL TYPES Or RP[ MANUFACTUR£D BY G-H-A. ANY SURFACE FE:C[IV~IG A CEMENT MORTAR COA'I1NO SHALL BE THOROUCI.R.Y N01~ =A" CLEANED AND W[TI~D II1.1 WA1~R JUST PRIOR TO PLACING THE CEMENT MORTAR PROV~ 1" ffi THICKNESS CONCItETE OR MORTAR COATING IN 'IH[ COATING. AFTER PLACEkENT, CARE: SHAll BE TAI([N TO PR[VLrlhlT CEMENT MORTAR FIELD FOR 'IH[ PRO1T:CTION OF AU. EXPOSED SI~[L, SUCH AS FLANGES, CAUU~ COATING FROM DRYING OUT TOO RAPIDLY BY COVERING ~11H DAMP [AR1H OR JOINTS, 1HR[ADED OUTL[I~j, CLOSURE:S, ETC. 1HE CEMENT MORTAR USLrD SHALL BURLAP. SOME SHRINKAGE CRACffiNO MAY OCCUR; SHRINKAGE CRACI(S LESS TIqAN CONSIST OF ONE PART P(~TI. ANO CEMENT TO TWO AND ONE-HALF PARTS OF FINE, 1/8' tiDE: IN OTHER1MS[ SOUND JOINT MORTAR ARE: GLc'NIrRALLY CONSIDERED ACCEPTABLE. SHARP (PLASI[R) SAND. WHERE SHOWN, COAI1NG IS TO BE REINFORCED WI1H W~It~ MESH. CDA"'NT MORTAR COATING SHALL NOT BE AllOWED TO FRL:'[ZE. ,. THRUST BLOCK CONCRETE CRADLE~ ENCASEMENT~ OR STRUCTURE WALL CONNECTION NO/I: '0' NO1E 'c" IN ORDER TO PROV~ ~ IN 1HE LrVO~ OF DiFTt'R[NllAI, S[TTT,[M~NT, A R'~ IHRUST BLOCK SHOULD NOT LIMIT THE FU~XI- CASI<ET JGNT SHAI.L BE mlHIN 2' Or A RIClO 9JPPORT fOR PiF, F. 24' DIAMETER ANO BILrr/ole 11~ ,JOINTS, ~ BLOCI( DEgCN SHALL A F1.EXlBLE JOINT SHALL DE MTI,IIN (}1( RIs~ OIAMElt'R OR 5' Or A RIGID 5UI:sPORT;~ WHICI, IEVL~ 15 ~ fOR LARCER FqPr., !~ DrI~[D ~ CI}IgO[RAllON OF LrXI~'I1NG I GDIERN'~IflFItl'D mlrORMA'rlON I GIFFORD-HILL-AMERICAN, INC, ~ CON!)ITIONS BY THE OWNER ANO/OR LrNClNLrER, T , , THRUST SHOWN ON LAYOUT DRAWINGS ~ BASED ON SUaJ[C TO OWNER S ANO/OR CONSUt. llNG ENG~'S ,~,i~. DL~ON PRE:SSU!~S. SI~:OF1CATI S Ale/OR APPROVAL OW~. NO, 97--117Bt. ] SHT. 3 REVIEWED , , BAR CONSTRUCTORS, INC. REVIEW COPY DATE NOV 2 0 1997 BY NOT FOR FABRICATION TRANS. # NO~..-eU~'K OUT ON Sacs rOe STUD AS BAR Constructors, Inc. represents that we SHOWN ON DETer. "A" ON Slit 3 have determined and verified all field JOINT MUST BE GROUTED ~ 3/8' SOt.T W/NUT U-NUT dimensions and measurements, r~ld ~pB~' - · · - - · · .... · · · !-:i:.::': '- ' · -'-'- '- :,~'(+1/8') FOR 42" THRU 3/4' ON 42"-48" PIPE; TYPICAL SNAP RING SPIGOT TYPICAL SNAP RING BELL ASSEMBLED JOINT DETAIL. 3/r so. HO. Nm-~ ~ ~S/~t e.. FIELD PROCEDURE , U-NuT 3/8' ~ x ~' LON~ ~. ~. ~T INST~TION DATA s) ~ ~ ~ ~ ~ ~ ~~Y ~ ~ ~ (~ N ~) LD. ~. N~ ~ (~ ~ ~ ~T ~ ~T ~Y 4~ 0.6C 2 ~/~ 3) B ~R ~ L~ (~ ~) 124" 1.~ 7 5/l~ ~ ~T ~ ~w ~ ~ ~. ~ WAY ~, ~N~ TO ~ ~ ~L~ ~ ~ ~ ~1~ ~ ~ CROSS SE~ON AT S~ RING CUP ~ ~ e) A~ ~ ~[ ~ A~~ *~BA~ SliT. 3A , , REVIEW COPY NOV 2 0 1997 NOT FOR FABRICATION pIIINT ~ IOP I~ INSTALLL"D IN FILrt,D. DETAIL 'A' I o~T^,L ~.s s.~T i' ~///////////////////~ ~ ~--~3/8' ~ .~ TYPICAL BONDED JOINT DETAIL AV~) BARE; STRANDS0 ~ CABtl; ......... NO, 4 GA. ~ COPPt'R CONN[CTOR~ IN PtANlo &TrACHE0 COPPER CABLE TOP ~. eO"O~ J,~'SR FIELD INSTALLATION PROCEDURE eOI.T COPPER C~ CONNECTORS ~Y TO ~ S'll~)~ AS $HO'eN USING 12-18 ft-I TOm3U~/UCX EXCESS WIRE INTO JOINT GROOVE AND APR,Y CEMENT MORTAR TO [Xlt'RIGR OF JOINT. COVLrR1NG ALL EXPOSED SILrLrL --CABt[ AND NUI'S ~ tOO~;- TYPICAL JOINT , . REVIEW COPY NOV 2 0 1997 NOT FOR FABRICATION · ""' ~ ,,.,\ ',~',,-~ l' !.;;;,;," '..,-,. 'T -:.:'..::..:..!":"'-,:"'.""< ..,......,.....-,:.-:.,:.......,,...... .... ,... ...... . .... :':. .~,,~., :-.......:.-. .., ..-..::...'~:'..": .. ·. -...~ :.'.." .. ..- . · ',--b.','.' "' '? , ,,t .A . . . . ,/:,- o. ,.--.,- ~._J k- TYPICAL SNAP RING SPIGOT TYPICAL SNAP RING BELL ASSEMBLED JOINT DETAIL 3/8" S0, HD, NUT FIELD PROCEDURE U-NUT 3/e' c~ x 4' LONe HSX. HO. eO~T INSTALLATION DATA s) wxr sue SNAP raNG CUP ~ APPROXW~Y CDIIT'RLrD Bt'lVitTN SNAP RN0 ENDS, 9[LL SNAP RaG (SHf~ED N BL'TL) t:DC~ MAX. 2) ;NG&G[ SNAP eWO SFqGOT ~ eeJ. AS SHOWN. ~ CfTSCr (NSTAU. FqPt: SO THAT TH~ DOLT ;eLY ON R N~GL( BeLL END F~ ON TOP.) ~' 0.7~ 5' 3) eRT~X CDfTTR NUT LOGS[ (t/8 TURN) ~ND 24' t.oF 7 5/~6' ~ eCX.T TO Oe&W SNAP raNG ;aCST or ~6' 1.60' ~0 3/4' ~ WAY DOWN. THEN TIGHTEN THE SNN· raNG NJ. 11( WAY DOWN. IX;SIGNED TO PROWDE JONT FLE:XlBn. ITY RING (3/16"+ 1/8'), N,SO ENSUe( ~HAT SNAP RING CROSS SECTION AT SNAP RING CLIP ON P~ff.. or ,~O~NT BY CHE:CKINO THR~UC~ GROUT HOLES. G) INSTAU, THE WRAPPER AND GROUT THE JOINT. SHT. 3C REVIEW COPY NOV 2 0 1.Qo7 NOT FOR FABRICATION SCREED COA'I1NG ON SPIGO & BELL 'ro ALLOW FILLET W~:LD ON EACH SIDE ALL PIPE LAID OUTSIOE MORTAR OF RO0. (COMPLETE FUSION UNDERGROUNO MAY APPLIED AFTER REQUIREO BETWEEN BELL & RO0) BE SKIP WELDED COMPLETION OF AS SHOWN. ? - - - .- - ..' '~= \ ~. VERTICAL POSITION IN/Lr!410R BUTT WELD RUBBER GASKET (UPHAND ONLY) EXTERIOR VNL:'U) FOR WL:'LDS. F~OU1REO IWlO GA. TO 3/16' THICK CYL- ~M4933, M3516, OR M38'18 SPIGOT END 'VIEW INDERS WE'LDEO FOR THRUST. (M3818 SPIGOT FOR 4B" L-301 ONLY) DOUBLE-WLq. DEO M3516 OR M3818 SPIGOTS REQUIRED FOR THICKER CYUNDERS WELDED & T'rT~ "X" OEaGN,,PS FOR THRUST. :~4' 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. ..... BY:. ,fST B-303 PIPE fiELD iE:LDED JOINT GIFFORD-HILL-AMERICAN, INC. 11/19/97 COPFELL, 'IT:XAS OWP.,. NO. 97-117BL i 9.IT. 3D , . REVIEW' COPY NOV 2 0 1997 NOT FOR FABRICATION L,, 32'-3 1/4' OVERAU. LENGTH Or STANDARD PIPE 32'-0' NOMINAL LAYING I._rNGTH Or STANDARD PIPE I/4' NOM. COMPT.E:TE C011. PARALLEl. STEEL 'H' MIN. MECI4ANICALLY CEMENT MORTAR TO ENI) Or PIPE COATING POURED IN BE C[Nll~"UGAL TO END OIr PIPE MORTAR UNING NOMINAL NSIDE I d01NT SPACE *lre e- CEMENT MORTAR z .,< SIZ~'D SPI(:;OT RINO ~ PLACED IN FIELD CARNE(~: SKAPE M4933 X 4 I/2' ~ ,8'SYNTHETIC ~ RUBBER GASKET B-30,3 ASSEMBLED JOINT SECTION BAR-WRAPPED CONCRETE CYLINDER PIPE INSTA'LLATi(SN DATA B-303 PIPE DESIGN I C, IFTORD-HILL-AMERICAN, INC. COPPELL TEXAS ram, ,o. 97-117BL I"'~t 4 REVIEW COPY NOV 2 0 1997 NOT FOR FABRICATION OVERALL I,ENCTH Or STANOARD PIPE ,, LAYING LENGll. I + LAP LAYING LL'NOTH OF STANDARD PIPE: 3 1/4' LAP E IMPACT[D ~O FASTENER i~..?; __ mRS: MESH 3/4' MIN. '1' f' ' ' '~ .2 '*-i .':" :". '.,," . ': i: ': . "'.;; .'- ~ -- .- .,' '. . -'.; ", .., ... ' . ,. · .', ' -* "' t, m "'- ""' -" ' INDER~ NOMINAL INSIDE SIZED SPIGOT RING CEMENT MORTAR JOINT SPACE 'r' CARNEGIE SHAPE Pt.ACED IN FIELD M-4933 x 4 1/2. FOR 45' & SMALLER u-38i8 x 5 172. FOe 48' ffNTH(I~ Rt~BER CASKET 21/32' FOR 45' & SMN. LE:R . 25/32' FOR 48' L-301 ASSE.eLED JO ,T SECnO. PRESTRESSED CONCRETE LINED CYLINDER PiPE MA~'UfACI:URIN(~ DATA INSTALLATION DATA · r -1- web4 mm,,~O,OOO so. K Imml ~ ...,'.It psm tat AT ,WW~. 'C' 1Nxx 'j' -r' ~m ~ rt'-a Immq:-,P 42' 20' 150-11' S3 CAST' 47 m4' 1110 48' 115 0.686 1/4-111 13.96 0.86' 180,000 8836 4458 47 .Hm' He' 2.625' I' 50 m4' 'Y4' 0.90 0-3 .$t', 11f723 L-301 PIPE DESIGN IGIFFORD-HILL-AMERIC~N. INC. , .Nmo. COPPELL. 'TEXAS urn. m. 97-117Bt. l~mmeT 4A REVIEW COPY NOV 2 0 1,q,q7 NOT FOR FABRICATION KIMBLE: K(:XIRT M£~RIN(::3 STATION " MATERIALS LIST DLrT. TIE INTO IEXISTIN(~ 36" LINE & 24" ~ PC, No. QTY. DESCRIPTIONS SliT. TEMPORARY BY PASS LINE <J NO. At 1 36" FLG. X 3.6" GKT. - ADAPTOR D8 ,,,~ ~, W/1' Ti.!O. OUT. ~ ~ ..k 4,75' I,yI4' PROPOSED 24" L 1.14' 4.75' ..4, RT2 1 36" G!(T. X 24' FLG. X 24" GKT. - D30 CONCE:N11~IC REDUCING TEE I W/'F THO. OUT. STEEL PIPE I :' ~ B3 1 24' FLG. X 24' GKT. - 90.00' D15 1 ........ eL:'.o w/~' THD. OUT. ~j ~ ~ '4 I 24' GKT. X 24' STEEL P.E. - De i ~' 24, FLa. - G^TE VALV~ . 24' FLa. - G^TE V^LVS ~' , ~" ',5 ~ 24' GKT. X ~2' FLG. - CONC~;aTRIC 0~'7 {3 REDUCER W/12" 8LD. FLG. "~ f,i (e OTHERS) ~ (BY OTHERS) ~ . z ~- " (;:: W/l" TIff). OUT. " I~T7 1 36" GKT, X :~4" FLG. X 24" GKT. - D31 :r 2,34' 4.67' 4.67' 2.34' "'1 I: ~ CONCE:N'IltIC REDUCING TEE 4l, e~_.~~S.__ : , i__. "~ :~ 98 I 24" FLG. X 24" GKT. -'90,O0' D16 H e(HO W/1' THD. OUT. N ; ROTAll OUTL(T L(G L! ~i A9 I 24" CKT. X 24;' STEEl. P,E, - 08 .... k~ Y OF RT7 DOWN 8,88' ' p_ AOAPTOR ......... ; - H* FLG, - GATE VALV[ ,36' FLG. - GATE VALV[ O 8 (e OTHERS) (eY OTHERS) '~ RLq:)UCE:R W/12' 9LD. FLG. c &ED. . c'^TE W~:LDICD JOINTS AS PER I SHE:ST 30. ' NOT~ SE~ GSN~RAL I'N~'ORMAnON SHEETS FOR FIELD INSTALLATION INSTRUCTIONS COPPELL TEXAS .~ 97-117BLl~eT 5 .~.i,-l ~- -Y~. 97 REVIEW COPY NOV 2 0 1997 NOT FOR FABRICATION r ,,, MATERIALS LIST I:~. ~ PC. No. QTY. DESCRIPTIONS SliT. Rll 1 36" FLG. X 24' R..G. - CONCENTRIC 028  REDUCER W/1' THO. OUT. CONTRACTOR TO VLrRIFY~4 11-ESE: DMENSIONS B12 I 24" FLG. X 24' GKT, - 45,00' Di7 18.0o' 0.0o' ~o ex'~3 ~ 24"SPC. 03 , ., ,..- LL- 3.81' ~ 814 t 24" GKT, X 24'' CYI, END - 45,00' 01'8 , BEND ~ i ~ ~ BS20 I 24" Si:q, IT BUTT STRAP D'i8 i ~ ~ *Q A19 I 24" CYL, END X 24" CKT. 08 ~ 11,11S DIMENSION , 2' I' ~' '-' e,1 ADAPTOR W/1 FT. EXT. CYL I .... ' '~'~ .5 ' 2.0 ' 32.00' 4.00' !~ ' m 18 1 24' STI), 3.00 ~e BX17 1 24" SPC, 04 'v ~ r4 LL"' '4.00' BX --~ E'LEV,- WIr16 I 24" CKT, - WALL RTI~IG 09 ~.~ .... 443.00 W/DBL BELL 5,53' 2,38' BS20 ~ i:': A15 1 24W; GKT. X' 24' FLG. - ADAP+OR D'9 ~ R~ X :':-'..._ VAULT T o 6 TONS d~m_, KIMBLE COURT METERING STATION 24' METER RUN PIPING FROM .e EXIST1NG 36 TEE TO METER VAULT CONTRACTOR I$ TO V~:RtFY 11.lE JOINT TYPE, I ELEVA110N, AND SLOPE OF' 1HE EXISTING 1'Let: NOTE: SEE GENEI~kJ.. 'INFORMATION SI~E~TS FOR ~ FIELD INSTALLATION INSTRUCTIONS I ! ' 'a~q~ T LAYOUT ""1 .r I ='"; ,e,,s,o. ~ /91 COPPELL. TEXAS ram. No. 97--H7BLIS.En 6 NOV 2 0 1997 NOT FOR FABRICATION ~t/ ~ MATERIALS LIST NO. O A21 1 24" GKT, X 24' FLG, - ADAP~D9 ~ ~22 1 24" ~T, - WALL FI~NG D9 ]C29Rlry. ~ W/DBL BELL BX23 I 24" ~C, D3" o cs24 ~ 24' ~T. x ~4' ~c, - ~n ~ S~AP ~O~RE W/1' ~D, ~T, I m R25 t 24" ~G, X ~" ~G, - C~C, ~ o. ~ , ~ ~UCER w/~' ~O. ~T. _ ~ W/MI~D ~AN~ ~--.-.~ 443,~ VAULT --: '- :. ~AT ~ f ~VA~ ~ ~NT ~AT ~ ~ 9( C~C~NG ~ .. KIM~ CWRT ~G STA~ 24" ME~R RUN RPING ~ ME~R VAULT TO E~S~NG 36" ~E NO~: SEE GENE~ INFORMA~0N SH(~ FOR FIELD IN~ON IN~RU~ONS i J ,,' ..... " ,. , ~' T I ~T IGIFFORD-H~-A~ERICAN, INC. REVIEW COPY NOV 2 0 1~7 NOT FOR FABRICATION · w MATERIALS LIST o PC. No. QTY DESCRIPTIONS SliT. NO. B26 I 12' FLG. X 12" GKT. - 45.00' D19 BX27 ' L.L.m 4.27' V ~R B28 1 12' CKT. X 12' CYL END - 45.00' D20 o . ~1.00~' _ i BEND (n BS34 1 12' SPUT BUTT STR~P 020 i ~~. A33 1 12" CYL EN0 X 12' GKT. - D10 i ~/..~%~ vl ADAPTOR W/1 FT. EXT. CYL o . ' t 0.42' I "-" mI LLm 8.88' 1.29' ~ 2.04' . 8.88' . 32.00' t25' 3.00' ~q 3~ 1 12' STD. ex32 { D. EV. - A6Ap~rOe m 0 :; . ^29 0 ^~9 , ,2' ,<T. x ~' ~ - 443.00 W/1' THD. OUT. _ 2.34' 4.67' , , -- ., .R5 CONTINU(D FROM THRUST !: 1.86 :. I[C(:)NTA(:TOeIS TO V(l~i~ Ti.f( I ELEVATION Or THE EXISTING 1~ ,KIMBLE COURT METERiNG -~TATIQt,4 12" METER RUN RPING FROM PROPOSED :~6'" X 24' X 24' TEE EAST THROUGH METER VAULT* NOTE: SEE GENERAL I~FORUATION ~HE~ETS ~OR FIELD INSTALLATION INSTRUCTIONS '! ! i ' I '"''' ' LAYOUT w DA~ erasoN 91 COPPELL, TEXAS o,~ e~ 97--~"17'BtJle:n 8 REVIEW COPY NOV 2 0 1997 NOT FOR FABRICATION MATERIALS LIST ICONTRACTOR TO VERllrY I ~ ....... DET. THIS DIMENSION tJ 'PC. No. QTY DESCRIPTIONS SliT. NO. 0.VO0 ~ A35 t 12' R.G. X 24" GKT. - ADAPTOR DIO I~ Mr36 I 12' GI(T. - WALL FITTING D10 . ~ W/DBL BELL B37 t 12' GKT. - 8.88' BEND D21  ~t BX38 1 12' SPC. 01 o n LLm 6.81' I m CS39 'I 12' (~T. X t2" FLG. - BUTT D3'6 2 34' ROTATE OUTLET LEG t STRAP Ct. OSURE 01~ RT7 DOWN 8.88' -+- . L3.00'_ 1.25' ~ END THIS UNE I I EI. EV.m A35 Mr36 B3 CONllNUED FROM , - 1HRU51 e SHEET 6 443.00 '~ I 0.79' I~:-~ : ~. 29 10HS ""~" "1 ~ I cON~^cTo~ ,s "~o ~.,'~ ~ I VAULT - -~ - ~ u~ ~, ELEVAllON OF THE EXISl~NG TEE KIMBLr COURT M!~TE:RING STATION 12' METER RUN PIPING FROM METER VAULT EAST TO PROPOSED .16' X 24" X 24" TEE NOTE: SEE GENERAL ~NFORUAI~ON S;~Em F~)R FIELD INSTALLATION INSTRUCTIONS .... i "'1 ' m' I~ Rt'wsm~ ~7 COPPELL, TEXAS mr,, m, gT-l'lTSLIm 9 REVIE'NV COPY NOV 2 U l~ju~ NOT FOR FABRICATION ,,, MATERIALS,. LIST I~'r. v~ PC. No. QTY DESCRIPTIONS sin'. tJ No. 9~p~ ~, PT40 ! 42' X 60" PRESSURE TAPPING 026 ASSEMBLY W/SERVICE: -k:' ~ Tr4, ', ,.2' n.G. x .~z' GKT.- TEST 032 RTT1NG W/42' INTERNAL TEST · ~ ~ w/8" R.C. OUT, w/8' X 2' .q,~:~.~QO~ '7 T.O.R.F. W/24' FLG. OUT. W/24' ~,Lx.2 , .2' sPc..! s....Eu. k sF~COTo6 L.Lm 3.77 '?.,. ~ 8.3 , 42' ~T. - .~8.,7' e~.o 022 ~*fDTt,°" I 27 -r. B~ 0~. I ~ , w/S... St,, k mOOT 8 THAN OPm CUT 8 ~ ~p k,~. "' 44 t 42' sPc. w/s... eEu. & SPIGOT07 4o ~ ' J, x~' · ~1 w/EXTRA BRUSHCOAT ~.e., ~/,~;,,~" '* ~45 ~ 42' s,,c. w/~....EU. & s~oT06 W/EXTRA BRUSHCOAT 07 LL-, 3.90' , .f..~ 4, , 42~ s,.& w/s... esu. & ~,,G6T W/5.00' BE~:I.EO SPIGOT. ANO BONO[O AS PLrR SHEETS 3A k 38.: ,;,~ "J' EXlS11NG 60" PIPS SANDY LAKE RD. 42* k 24" WATER MAINS FROM EXIS'I1NG 60" STEEL WATER UNE lIE:ST TO £XIS'I1NG 36" CONCRETE WATER UNE NOTE:: SEE GENERAL ~NFORMATION SHEETS FOR FIELD INSTALLATION INSTRUCTIONS . I I ..... -~. ' T i ' LAYOUT JblFFORD-HjLL-AMERICAN, 'iNC. ""1 o,~ . , 'k,v.m . /97 . COPPELL, TEXAS . o,~'.x 97-117eL. l,.m 10 REVIEW COPY NOV 2 0 19,q7 NOT FOR FABRICATION - MATERIALS LIST I:~'T. ~ PC. No. ~)TYiDESCRIPTIONS SliT. ~ 47 - 2 42' SPC. W/S.R. SEll &SPIGOT D7 8 ~ ~. LX49 1 42" SPC. W/S.R. BL:'I.L i SPIGOT D5 · LL- 16.50' I ~n 950 1 ;~" S.R. BELL i SRGOT j,.- L3.wjB.5o._ 4o. oo. ~ 5~' , 42- sPc. w/s... e~u. & s.cBT 45.00' WYE W/42' S.R. SPIGOT 38 e;' '~ ~' O0 A A 47 W/24' S.R. BELL W/42' BLD. C~, FLG. ~' CONllN~ ImoM BX53 1 24' ~PC. w/'S.R. el~ll k SRG~T D4 mEET ~0 ~ W/~6' rLG. OUT, Z72' · ' 2,39' 7,25' 4.68' n ,- LL- 7.25' ~ ' mIv) )~5~ I 24" GKT. X 24" FLG. - A:DAPTOR 011 u~ W/I' 1HO, OUT. W/S.R, SFqGOT q/ ! RE:STRAIN[O W/SNAP-RING JONTS A55 I 24" 'FLG. X 24' GKT. - ADAPTOR Dli d> ~-. xd.f SANDY LAKE RD. 4~" & 24" WATF, R MAIN~ FROM EXISTING 60" STEEL WATER LINE WE:ST TO EXISTING 36" CONCRETE WATER LINE NOTE: SEE GENERAl. INFORMATION SHEL'TS FOR FlED INSTALLATION INSTRUCTIONS -!.!. I ' - L'.=,,,?:,.I REVIEW COPY NOV 2 0 1.c1[17 NOT FOR FABRICATION .... v,, MATERIALS LIST RESTRAINEO W/SNAP-RING JOINTS PC. No. :~TY DESCRIPTIONS slit'. AS PER SHEET 3C. o A~'6 I 24' GI(T. X 24' FLG. - ADAPTOR Dll ,~ -- W/1' THD. OUT. W/S.R. SPIGOT ~ A57 '~ 24' n.e. X 24' CPL P.E. - ~"~2 ADAPTOR 8 ~ 8 '~ 8 ~ 8 ,1~A58 1 24' CPL P.E. ADAPTOR 012 ..t ~ ,.,~ .t ..t T~ "' ,., ./. - ,-.. o,.,.,.. ~" ADAPTOR ~ °."" o.,.,. o.~,,.="- ""' ~'; ~ ' U ~ ~ ~. ^60 '~24" n.c. x 2~' C, KT. - ^GAPfOR0i2 ~ . _.~. , "'1 ~S "' + ,., --4.-- - i+ ~ +, ,-, I ~.o,' ..oo' ~,.~,,p. or ,,.,.. . o..~.~,...oo; ~.o,' i .I '1'==1 I i " r lr-=:-i r, I'! I i'o.-i .o.,,b.,o'~~_,.,,. II ,,.,,'~ I,.,o' o.,,'!o.,,,:1 ~ ,, lo. oo' 4.00' ,, ,, 1.o..,0o' I , I SIlL'ST 13 SHEET 11 SANDY LAKE RD. 42" &: 24' WATE'R MAINS FROM EXISTING 60" STEEL WATER UNE WEST TO EXISTING 36" CONCRETE WATER LINE FII~LD INSTALLATION INSTRUCTIONS ! I ""' ' I I I ' COPPELL, I~XAS m~. ~. 91-117Bqsm~.f 12 ~.lm, i ~ I ,,, ~ . 97 , I~ JL \<~" {b~L~'~r ~r~>,,~,,_'~C2~_~ REVIEW COPY ~ ~5 ~ NOV 2 0 1RR7 ~ ~ - MATERIALS LIST ~ PC. No. ~ DESCRIPTIONS NO.  __ ~ ~ ~ 1" ~D. ~T. ~/~R. SPIGOT . RES~AIN~ ~/~AP-RING ~N~ h ~ ~ AS ~R SH~T 3C. d I o ' ~ A62 I 24' ~G. X 24" GKT. - ~APT~ ~ ~ ~ ~ ~ W/1" ~. ~T. W/~R. BELL, ~/16' ~G. ~T. ~ ;~ ~ + . LL' 9,41' ~ N N_ ~ ~ B64 1 24" ~T, - 45.00' BEND " D24 2 72' 2 ~' 2 84' m . . . · I W/S.R. BELL k ~GOT ~ BX65 1 24' ~C, W/S.R. BE~ t SPIGOT D4 ~ LL- 10.51' %' ~6 "1 36' C~, END X 36' ~T. X 24" D34 , ~ C~O ~ ~T, - 45,~' ~ W/~'. S.R. ~L k 24" S.R, ~GQT ~EET 12 ~0 BS67 I 36; ~UT ~TT S~AP D14 ~_ A68 1 36" ~T. X 35" ~G. - ~APT~ D13 W/1' ~. ~T. W/~R. S~GOT ] [ -- -- -- , -- J [ ~ ~ ~ A6e t 36' ~G. X ~' C~ END - D14 "' " ' o:~' "70 ~ 36' ~,~ ~' s~AP 0,4 EVA~, ~ ~ ~E, A~ ~ E~VA~, ~ ~ RPE, AND END ~IS LINE SANDY ~KE ~, 42" t 24" W~R MAINS FROM EXlS~NG 60" S~EL WA~R LINE ~ST TO EXIS~NG 36" C~CRE~ WA~R LINE NO~: SEE GENE~L INFORMA~ON ~HEm FOR FIELD INSTAm, ON IN~RU~ONS ' !"=:, I I i I I , ~UT kl ~ J ~ m 97 C~LL ~XAS ~. 97-tl~q~ REVIEW COPY " NOV 2 0 c>~ ~ ~,j.~-%.~,r-r,.p c~r~-S~r~- NOT FOR FABRICA~ON - MATERIALS LIST . ~ GA~ET ~ ARE TO BE ~ ES~AINEO W/SNAP-~G ~N~ R AS PER ~EET ~. t ~ C~mACT~ TO ~ PC. No. Q~ DESCRIP~ONS NO. A71 1 16' ~G. X 16' ~T, - ~APT~ D14 W/1' ~. ~T. W/SR. BELL ; 3.33' 1.01' 32.00 3.66' ~ L.L- 3,~ m 973 I 16' ~T. - 90,~' B~D D25 ~ W/SR. BE~ t ~GOT u 74 ~ ~6' ~C, W/SR. E~ · SR~'~ ~'7 , ~ O BX75 I 16' ~C. W/S.R. ~ ·SPIGOT D2 ? L.L- 7,01 ~ ~ ~ ~ ~ ~ w/s.c. es~ a ~Go~  S~AP ~O~RE SEC~ ':~: ~ ~ ~ ~ W/S.R. SPliT W/1* ~. ~T. ~' 24" ~G. - GA~ VAL~ 24" ~G, - GA~ VAL~ (e O~) ., ~ (BY O~ERS) END ~IS PRO~CT ~ ex53 i'; c~; ~ I I c,~0 ~ ~ET 13 8 8 mEET I! d ~Y L~E ~, 16' BY PASS RP~ NO~: 'SEE GENE~ ~FOR~N S'H~m FOR FIELD INST~ON I~C~ONS .. ! '!="' I REVIEW COPY '- NOV 2 U !~u'/ NOT FOR FABRICAT!ON C 12" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) 8. 8' 10 1/16" 6. . 15' 2 3/4" . 8' 11/4" 12.87 , , ~ !,q ,/~T I SPECIALS I GIFFORD-HILL-AMERICAN. INC. et-,m30w m~°~tl/6,/9 I COPPELL, TEXAS mm.m. 97-111BL Is.m D1 t 7 , REVIEW COP%" NOV NOT FOR FABRICATION (2D w/S,R. BELL &: SPIGOT AS PER SHEET 3C. e 16" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) 7. 6' 10 7/8" 3. 29' ~. 1)4' 22.45 SF;'F'CIALS ' GIFFORD-HILL-AMERICAN. INC. · ~ COPPELL. TEXAS ,,.~,~,.97-tlleL Is.re. D2 REVIEW COPY NOV 2 0 19.q7 NOT FOR FABRICATION B I I I I~ I I I 24" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) 4. 3' 11 1/~ 3. 28'6 3/4' 24.61 REVIEW COPY NOV 2 NOT FOR FABRICATION OVERALL LENGTH = 32' - 3 1/4" J "C' ~9',~ 3 3/8" 17' - 9 7/16' 16" FLANGE 16" FLANGE I ~, I I i 1= i , I I I ,// I ~ I A~A~ S,R, B~ A~A~ S.R. HERE F~ BX53 HERE FOR BX63 NO~: DA~ LI~S A~ 24" B-303 CUT LINES, SHORT PIPE ARRANGEMENT (CLASS 150) ~ W/~R. B~L ~ ~IGOT ~ C~AR O,D. - 17 3~" S~m ~ ~ ~mAC~ ffi AS PER ~EET ~. 1/4'~ X 6' ~ 3/16"~ X 12" NIPPLE ~S M~TAR ~A~NG ~ F~ 5" TO COAT ~ ~BT M~TAR ffi AS PER ~EET ~. REVIEW COPY NOV 2 () 1~cl7 NOT FOR FABRICATION W/S.R. BELL &: SPIGOT AND 80NDEO AS PER SHEET 3A 8c 3B. 42" L-301 SHORT PIPE ARRANGEMENT (CLASS 150) A REM. LENGTH 16' 4 3/4" 3.62 SF;ECIALS ~ GIFFORD-HILL-AMERICAN, INC. mpq, q. COPPELL, TEXAS 'w~.g7-111~L Ig.m "D5' REVIEW COPY NOV 2 U luq/ NOT FOR FABRICATION (~ W/S.R. BELL & SPIGOT AND BONDED AS PER SHEET 3A. & 3B, W/EXTRA BRUSHCOAT AS PER SHEET D7. B "~~f' ~ I -~ © w/s... BELL., SPIGOT ,~O ._ A BONDED AS PER SHEET 3A. & 3B. II ~, II ,, ,, II ~ II I I I.I 42" L-301 SHORT PIPE ARRANGEMENT (CLASS 150) SPECIALS GIFFORD-HILL-AUERICAN, INC. COPPELL, TEXAS .~.m, g7-IllBL ,,er D6 REVIEW COPY NOV 2 0 19.q7 NO]' FOR FABRICATION SNAP RING SCHEDULE i'2.oo,' LA'lfiN0 LEN0'II.I 'A' 2'~001 PC~ PIPE CLASS SPIGOT BELL SPIGOT REMARKS I.O. ONLY ONLY & BELL ~ 46 42' ,150-11' X (~) 47 42' 150-11' X (~) ¶'* rX1RA MECHANICALLY IMPACTED MORTAR COAllNG TO PROVII:)[ SATISFACTORY 8E:AmNG 48 42" 150--11' X (~ FOR THE ~ 51 42" 150--11' X ~ PIPE wrr'H EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS "A" "'B" REMARKS .... LAYTNQ L[NGI~I L-301 BEVEL SCHEDULE C PIPE PIPE CLASS DEGREE REMARKS l' EXTRA MECHAN.;^LLY maPACTED MORTAR COATING TO PROWD~: SATISFACTORY 8[AR1N~ NO. I.D. Or BEVEl, rOe ~ 46 42' '~50-11'. .....5.00 ' '(~ ....pIPE: wITH. EXTRA, MECH. IMPAC.T~'T).,MO.R.TAR COATING PIPE PIPE CLASS "A' "B" REMARKS C:]) w/SR. B~LL &meet AND ,eNDeD ~ W/SR. BELL k SPIGOT AND ,O, OEO "~r~-,' '3"-,' ~'-,' ' AS PER SHLrETS 3A k 38. AS PER SHEETS 3A & 3B. LX45 42" .. W/EXTRA BRUSHCOAT. © ,ws/s.R. BEU. & S. eeT A.O BO.D~O ® W/S... B~U. & SP, eeT ® SE S.O.T ~P~ sc. DuLE PER SHEETS 3A & 38, AS PIrR SHEET 3C. W/5.00' BEVLrl. ED SPIGOT. ON SHEET 06. REVIEW COPY NOV 2 0 19,q7 NOT FOR FABRICATION t6 7/8'. 12- ,, _ 3,- 3 A| k A6 , A4 k A9 A19 FLG, X 36" G~T. - ADAPTOR 24' GKT, X 24' STEEL P.E. -' 24" (;KT. X 24" CYI.. END - W/I'" THD. OUT. ADAPTOR ADAPTOR W/1 FT. EXT. 2 - RCO'I) 2 - RE:Q'D ~/4: 3000~ Slt. HALF CPt. I.D.- 23 I/4' X 1' BRASS BUSI~ O.D.- 27 BRASS PLUG NO~ F1,ANC[S 10" 11'ItOUGH 48' SHALL HAY[ THE: MORTAR COATING DEt.[TED FOR 5' BEHIND 'IHE FI, ANff, CONTRACTOR IS TO COAT MTH C~T MORTAR RHEN TIE PiPE IS INSTALLED. REVIEW COPY NOV 2 O 1997 NOT FOR FABRICATION RTTINGS IG:FTOhO-"iU..-XME~:C,~. ~C. nt'vsm, COPPE1.L, TEXAS m~. ,9. 97-'117'BLl,s~t?' D9 ..... REVIEW COPY NOV 2 O 1,q.q7 NOT FOR FABRICATION 39 1/4' OMIT MORTAR COATING i4 I ON WF30 & WF36 39 3/4' . 12 3/8' , 23 I/8' 3.3** ' 39 1/4" [ ..- , ~,';J- ,.- ~ ,. ~,,- ..-.,,.- ~ ~.,.:! r. ,,,~- .- . I .~ II ' I II~ i u ~,z_ m .L ~.' ~ T.o.P. ' 7 ,/2'_ ® A13 A2g .. , , A35 WF'30 & M'36 . 12" CK~. X 12" CYL. END - 12' FLG. X 12" G!<T. - ADAPTOR 12" FL~. X 12" GKT. - ADAPTOR 12'* GKT. - WALL fiTTING ADAPTOR W/! F'T. E:XT. CYL.. W/1' THD. OUT. W/DBL. I~:LL 2 - RE:Q'D d) 1' mow. (man too.) 3/16'R c,n.. I 1/4' x I" mASS BUSm~ 1' eR~ss Pcu~ (~) 3/8'R x 3' I.D.- 13 NO~ F1.ANGES 10" THROUGH 48' g,IALL HAVE: O.D.- 19 1/2' TI~ MORTAR COATING DL~TED FOR 5' BEHIND 11.{ Iq. ANGE. CON1RACTOR IS TO COAT 1M1H CL:'ME'NT MORTAR WHEN THE I:qPE I$ ~NSTALLED. RTTINGS REVIEW COPY NOV 2 U 1,qHf NOT FOR FABRICATION , , AH AD+ .... /kss 24" GKT, X 24" FLG. - ADAPTC~ 24" GKT. X 24" FLG. - ADAPTOR 24" FLG. X 24' CKT. - ADAPTOR W/1" 1HD. C~T. W/~R. INGOT W/1' THO. OUT. W/S,R, SPIGOT W/1" THD, CXJT. W/S.R. BELL 11/4" 3O00l S1L HALF CPL 11/4' X I' mASS ;JSl.!NG I' BASS PLUG NOTE: FLANG~:S 10' 'I14ROUGH 48' SHALL HAVE TH( MORTAR COATING DELETED FOR 5" BEHIND 1HE FLANG(. CONTRACTOR IS TO COAT qMTH CEMENT MORTAR WHEN 1HE: PIPE: IS INSTALLED. FITTINGS INC. COPPELL TEXAS s~. No. 97--117BtJs, GT Dll REVIEW COPY NOV 2 {J 1997 NOT FOR FABRICATION AS7 & AS9 . . AM ' A;Q, 24" FLG. X 24" CPL. P.E. - 24'* CPL P.E. - AI~APTOR 24" FLG. X 24' GKT. - ADAPTOR ADAPTOR W/2 - 1' 'IHO, OUT, W/I- roD, OUT, W/S,R, BELL NO~,, FLANGES I0" THROUGH alE* SHALL HAV~: THE MORT, COA11NG DELETED FOR 5' O ALL Wt'LDS N "ll'~S SEC'I10N Q I' 1140. OUT. ~ 'IHO.) BEHIND THE FLANGE. CONTRACTOR IS " TO COAT 9111'4 CEMENT MORTAR 'WHEN TO BE GROUND SM001H IN PLANT I 1/4' 30(01 Slt.. H/t.F CR.. '11'tE PIPE IS INSTALLED. t 1/4" X I" BRASS BUSlING RTTINGS GIFFORD-HILL-AMERICAN, INC. etw3oe COPPELL, TEXAS one. m. 97-1178 D12 REVIEW COPY NOV 2 0 1.q.q/ NOT FOR FABRICATION 30 1/4' 38 3/8' 32 5/8' I;','," g" ~" /T.O.P, ~ T.O.P~ I I f'rl ... A68 ,, A61 A62 36" GI(T, X 38" FLG. - ADAPTOR 24" GI(T. X 24." FLG, - ADAPTON 24'' FLG. X 24'' GI(T, - ADAPTOR W/1" 11,t0. OUT. W/S.R. INGOT W/1" THD. OUT. W/S.R. SPIGOT W/1'' THD. OUT. W/S,R. BELL i I/4' 3000l sq. HALF 11/4' X r mASS BUSING I' BItASS NO1[: Ft. ANGES 10" 114ROUGH 48' SHALL HAVe: THE MONTAR COA'nNG DE:LE'I[D FON 5" BEHINO THE F'L, ANG[. CONTRACTOR IS TO COAT W~TH CEMENT MONTAR WHEN 'll-E PIPE IS INSTALLED. "',-W. ~ST ~ '!GIFFORD-HIL:L-AMERICAN, INC. fiTTINGS liraam. 11/17/97 COPPELL, TE:XAS era, xo. 97-117811ge:n D~3 REVIEW COPY NOV 2 g l.qH! NOT FOR FABRICATION ' A89 A73 36' FLG. X 36 CYI.. END - I~i'" ELG. X 16' GKT. - ADAPTOR ADAPTOR W/l' THO. OUT. W/1' 1t40. OUT. W/S.R, BELL FLANG~:S 10" THROUGH ,t8" SHALL HAV[ THE: MORTAR COATING DEL[E:D FOR 5' e~..~o ~ r~.ee. CO. TRACTOR ,S Q 1' ~..ouT. 0~. ~.,:). TO COAT W~TH CEMENT MORTAR WHEN I I/4' 3(X)~ STL HALF CIaL, THE PIPE IS INSTALLED, 1 I/4' X I' BRASS BUSHNG 12" 1' BRASS PU,'G 5" 1' 4 5' 3 1" PARpOTECTIV; COATING PPUED IN PItO1TCTW~ COAllNO Ft'LO FIELD WIELD .-o. -~ .-.,. .-':.' 9S87 OR OF BS67 "'- ~:' 3./16"1E X 12' SPUI' BUTt STRAP W/1 - COAT OF N.S.F. NTERIOR OF BSTO I.D.- 38" APPROV~:D PAINT, 3/16"1E X 5't SPUT BUTT $1RAP- W/I - COAT OF' N.S,F, I.D,-, 38" APPROVED PAINT. DETAIL "A" RTTINGS IGIFTORD-HILL-AMERICAN, eees~o, COPPELL, 1EXAS am, ~97-117BLJs, tn D14 REVIEW COPY NOV 2 u NOT 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/( e ~' 'IHO. OUT. (IRON 1HD.) 1 I/4' 3000! STL HALF CR... I 1/4' X 1' BRASS BUSI-ING r eRAs PLUG PC..0. e3 IO- 24' OO CYt.= 25 3/4' AN(~LE- 90.00' FULL ~U'TS= 4 TYPE 3 RADIUS- 60.00" TANGENre 60.00' PLATE= 3/16" CUT ANGLE- 11.250" OVERALL CAN LENGTH- . 81 7/8" LE:G1 L.EG2 I DISTANCE DISTANCE FROM END TO EA. CUT R I.L-. 4.94' LL.. 4.75' A OUND CIR. CUT1 CUT2 CUT3 CUT4 X- -6.10' Y- -7.50" 1) O" 8 3/8" 27 I/8'' 56 1/8' 74 7/8" BEVEL- BEVEL- 2) 20 ~/4" 5 13/16' 29 11/16' 53 9/16" 77 7/16' JOINT TYPE: FLANGI~: JOINT TYPE: B-303 BELL 3 1/4" 32 1/4" 51'' 80" 3) 40/16" LENGTH-5 3/8' LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID- RING ODe RING ODe CHECK LENGTH= 59 1/4" CHECK LENGTH= 57" , ,I-.~.~ J~;T I FI'R'INGS lew.,IFFORD-HILL-AMERICAN, INC. I COPPELL, TEXAS ~97-111BL I~fr 'D15 .~'ve;xw -18-g7 I REVff:W NOV 2 t~ ~,~ NOT FOR FABRICATION 1 I/4' 30001 SlL HALF CPL. 11/4' X 1' BRASS BUSHING 1' BRASS PLUG 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. Pc..0. e. ,D- ..' OO C'..= :ZS 3/4' ,,,,,,~- '90.~' FuLL curs= 4 'n'PE 3 RA!~.,, 60.00' TANGENT- 60.00' PLATE- 3/16' ..C,,UT.,AI!,GLE- 11..250' ,, ,, O ,VE,RALL ,, CAN,,, .~ENGll"!,- 81 7/8' . LEG1 LEG2 I DISTANCE DISTANCE FROM END TO EA. CUT LL,,, 4.75' LL- 4.94' AROUND CIR. CUT1 CUT2 CUT3 CUT4 X- -7.50' Y- -6.10' II~ O' 7' 25 3/4' 54 3/4' 73 1/2" BEVEL- BEVEL- 20 1/4' 4 7/16' 28 5/16' 52 3/16' 76 1/16' JOINT TYPE: B-303 BELL JOINT TYPE: FLANGE 3) 40 7/16' 17/8' 30 7/8' 49 5/8" 78 5/8" L,ENGrH- 4 1/2' LENGTH- 5 3/8' BACKUP RING: BACKUP RING: RING IDm RING ID' RING OD- RING OD- CHECK LENGTH- 57' CHECK LENGTH- 59 1/4' GIFFORD-HILL-AMERICAN, INC. ',- ",,'v,mW ,, , COPPELL, TEXAS REVIEW CO PY NOV 2 u 19,q/ NOT FOR FABRICATION 11/4' 30001 S11.. HALF CR. 11/4' X 1' BRASS 6USIING ~ 2 ''~ 1, BRASS PLUG NOTE: FLANGES 10" THROUGH 48" SHALL HAVE THE MORTAR COATING DELETED FOR 5" T.O.P. ~ BEHIND THE FLANGE. CONTRACTOR IS ,~ TO COAT WITH CEMENT MORTAR WHEN ),, THE PIPE IS INSTALLED. Q 3/16"x12'NIP 00-25 3/4' 'Pc..o. B12 ' ,0- 24' ' OO c,,'t.-:z" 3/~.';,:NGLE- ;..".00" ~ULL ~u:rs= 2 T','PE 3 ' RADIUS-,, 36.00' TANGENT- 14.91' PLATE- 3/16' C,U,T, ,ANGLE- 11.250'. .. OVERALL CAN LENGTH- 24 5/16' LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL- 1.44' LL- 2.09' AROUND CIR. CUT1 CUT2 X,, -2.13' Y"" -2.21' ~1) O" 7 9/16' 16 13/16' BLn/E:L-, BEVLrI.,, 2) 20 1/4' 5* 19 3/8" JOINT TYPE: B-303'BLrLL JOINT TYPE:: FLANGE 3) 40 7/16" 2 1/2" 21 15/16" LENGTH- 4 1/2' LENGTH- 12 3/8" BACKUP RING: BACKUP RING: RING ID- RING ID- RING OD- RING ODin CHECK LENGTH= 17 1/4' CHECK LENGTH' 25 1/16' FI';'TINGS I GIFFORD-HILL-AMERICAN, iNC. ~ COPPELL, TEXAS ws.~g7-111BL l=,e~. D17 REVIEW NOV 2 U 1,q,q7 NOT FOR FABRICATION  PR 1"~4' 5" 3~'1. R D OTECTIVE COATIN~ ~ APPLIED IN FIELD e, RELD WEL,D .E, LO WEL '._as:~"' "" ~''' '-I 1 '~"""' ~'' ': :' I~AINT INTERIOR OF BS20 DErSAIELE °A' 3/16"1~ X 12" SPUT BUTT STRAP W/1 - COAT OF N.S.F. I.D.-, 25 7/8' APPROVED PAINT. DETAIL "A" F,c..o. el.,~- =4''oo ~-:;~ =/4',~G~- 4~.oo'~L~ cuts= =~ 3 ~- 36.~ T~CE~= 14.91' P~TE= 3/lt CU~...~' 11.25r ...O~RA~ CAN ~N~= 30 1/t ~ ~ DIST~CE OISTANCE ~OM END TO ~. C~ ~- 1.11' ~- 1.54' AROUND CIR. C~1 x= -2.~ ~- 3.5T l) ~ 7 5/t ~6 ~3/~t B~L= B~L- 2) 20 1/4' 5 1/lt 19 JOlffi ~E: B-~3 SPIG ~1~ ~E: ~ ~N END 3) 40 7/1~ 2 1/~ 21 15/1~ LEN~- 3 3/( LBG~m ~ ~CKUP RING: BACKUP RING: RING ID- RING ID- RING ODm RING OD= CHECK ENGTH- 16 9/l t CHECK LEN~= 18 1/~ FITTINGS I GIFFORD-HILL-AME:RICAN, INC. · m;mm, COPPELL, TEXAS ,,~ mx97-111BL Is,m 018 REVIEW CO PY NOV :~ U 1~Jq / NOT 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 INSTALLE0. Q3/16'xl 2"NIP oo=13 Pc. No..2. ~D- 12' OD C'..-1:~ 3,,;'r,.,.aL~- ,,;".00'' ~U. cbTs- :Z ~E 3 RADPJS- 30.00' TN,,IGENT- 12.43" PLATE- JlO GA CUT ANGLE- 11.250' ,, ,OyER.AL.L., ,..,CAN, .LEN,,GTH- 19' .LEG/ LEG2 I i~IS~'AN~'" 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 'IYPE: B-303 BLrl..L JOINT TYPE: FLANG~ 3) 21" LENGTH- 4 1/2' LENGTH- 12 3/8" 2 1/4" 16 13/16" BACKUP RING: BACKUP RING: RING ID.., RING ID-, RING OD.. RING OD,,. CHECK LENGTH= 14 1/2" CHECK LENGTH= 22 5/16" ..... !'--',,::'-!I , 97 COPPELL, TEXAS e.~. 97-111 eL [s.m D 19 REVIEW COPY NOV NOT FOR FABRICATION I"~l" 5" ~"1" OTECTIVE COATING PLIED IN REL~ ~ REID ~ '..~s~"""' ~''' ~j ~ '~':" ~'' 3/16"~ X 12" SPLIT BUTT S~AP W/1 - COAT ~ N.S.F. I.D.= 13 1/2" APPRO~D PAINT. DETAIL "A" pc..o. ~8 ~o- '~r oo c','t.- RADIUS- 30.00" TANGEl,IT- 12.43" PLATE- IflO GA ,CUT ,ANGLE- 11,250' .... 0VERA,,LL,CAN, ,LENGTH= 24 9/16, , I_EG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL- 0.88' LL- 1.29' AROUND CIR. CUT1 CUT2 X- -2.37' Y- 3.05' I) O" 4 15/16, 14 3/16' BEVEL= BEVEL= 2) lO ~/2" 3 5/8' ~5 9/~6' JOINT TYPE: B-303 SPIG JOINT TYPE: CY1. PLAIN END 3) 21" 2 1/4" 16 7/8" LENGTH- 3 3/4" LENGTH- O" BACKUP RING: BACKUP RING: RING I0- RING ID- RING ODe RING OO- CHECK LENGTH= 13 13/16' CHECK LENGTH= !mr ~. JST I FITTINGS I GIFFORD-HILL-AMERICAN, INC. ' ' · ,~,o. _18_97I , COPPELL. TEXAS m~.~97-111BL J~m D20 REVIEW COPY NOV 2 l,t ~r~u, NOT FOR FABRICAT!ON PC. NO. B37 ID- 12' OO CYt.= 13 3/8" ANGLE- 8.88' FULL CUTS- 1 'TYPE 3 RADIUS- 30.00' TANGENT- 2.33' PLATE- silo CA ,C.U.'r,.ANGLE- 4.440' OVERALL CAN LENGTH- 18 1/16" . . . ~ ~ o,sTANcE o,s'rANc'E ~'~a'~"~ TO ~. CUT I.L,,,, 0.79' LL- 1.13' AROUND CIR. CUT1 X- 6.65' Y- 6.73" 1) O" 9 1/2' BEV[L- BEVEL- 2) 10 I/2' 9" JOINT TYPE: B-30~ SPIG JOINT TYPE:: 8-303 BELL 3) 21" 8 7/16" LENGTH- 3 3/4'" LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID-, RING OD- RING OD- CHECK LENGTH- 12 3/4' CHECK LENGTH- 13 9/16' ' I~, JST I FITTINGS I GIFFORD-HILL-AMERICAN, iNC. q'as,~ !OA~ '1 $ -- i8--97 I COPPELL. TEXAS m .o. 97-111 EL Is.m' D21 REVIEW COPY NOV 2 !} 1. j-t NOT FOR FABRICAT!ON 98.11' OR 37 9 16' S.S. OF S.S. OF BEND BEND SPIGOT VI~ ~ SEE SHE~ ~ & 3B FOR SNAP-RING AND BONDED JOINT O~AIL Pc. NO. ,43 IO- 42" OO 'CYt.= 43' 7/8'; AN~LE- '38.'1~' FU..I.. ~'UTS- 2 TYPE 3 RADIUS- 105.00" TANGENT- 36.33" PLATE- 1/4" ,C.,UT, AN.Cq.E- 9.542' OVER,A,,,LI. CAN.....I-~'NGTH- 50 3/8' LE:G1 I.EG2 DISTANCE DISTANCE FROM END TO EA. CUT I.L- 2.72' LL- 2.40' AROUND CIR. CUT1 ctrr2 BL'VI~L- BEVLrI.- 2) 17 1/4' 9 15/16' 40" JOINT 'TYPE: SR L-301 BLq..L JOINT TYPE: SR L-301 SPIG 3) 34 7/16' 7 5/16' 42 5/8" LENGTH= 6 5/it LENGTH- 6 5/8' 4) 51 11/16' 4 3/4' 45 1/4' BACKUP RING: 5/8" x 3" BACKUP RING: 5/6' x 3" 5) 68 15/16, 3 5/6' 46 5/16' RING ID., 42 3/4," RING ID- 42 3/4." RING OD- 48 3/4" RING ODe 48 CHECK LENGTH- 32 5/8' CHECK LENGTH= 33 1/16' ~ 97 ,, COPPELL, TEXAS wm.~g7-111BL J-m D22 REVIEW COP'/ NOV 2 0 1fiR7 NOT FOR FABRICA'R. ON T.O.P. g SEE SHEETS 3A ac 3B FOR SNAP-RING AND BONDED JOINT DETAILS, .c: .0. eso ~D- 4r 6D ~= 4~ 7/r AN<~LE- 45.O0' ~U. CUTS- 2 RADIUS.. 105.00" TANGENT-,,,,43:4~ PLATE- 1/4" CUT ANGLE- 11.250' ...... O,V!~,RALL CAN LENGTH- 82 1/2' LEG1 LEG2 'DISTANCE DISTANCE FROM END TO EA. CUT LL- 4.75' LL- 3.16' AROUND CIR. ct.rrl cUT2 X- 6.89" Y- -7.95" 1) 0" 32 1/8" 65 3/16" BEVEL- BEVLrt.,- 2) 17 1/4" 30 7/8" 66 7/16" JOINT TYPE: Se L'301 BELL JOINT TYPE: $R L-301 SPIG 3) 34 7/16' 27 3/4' 69 9/16' LENGTH- 6 5/6' LENGTH- 6 5/8" 4) 51 11/16' 24 11/16' 72 BACKUP RING: 5/6' x ,3" BACKUP RING: 5/8' x .3' 5) 68 15/16' 23 7/16' 73 raNG ID- 42 3/4" RING ID- 42 3/4" RING 00- 48 3/4' RING OD- 48 3/4' CHECK LENGTH= 57" CHECK LENGTH- 42 3/16' FITrINGS GIFFORD-HILL-AUERICAN, INC. COPPELL, TEXAS e.~97-111BL iwEr D23 REV}EW COF:"¥ NOV 2 u 1997 NOT FOR FABRICA~ON T.O.P. ~ SEE SHEET 3C FOR SNAP-RING DETAIL Pc. NO. ee4 ,~- 24' co ~n.-:~5 3/;'N~<~u~- ~ ~ DISTANCE G~ANCE ~OM END TO ~. C~ ~- 2.51' ~- 2.18' AROUND CIR. C~1 Cffi2 X- 0.0~ Y- 0.0~ I) ~ 14 1/~ 33 1/( ~L= e~- 2) 20 ~/4' ~1 ~5/~t 35 ~3/~t JOl~ ~E: ~ B-~3 BE~ JO~ ~: SR B-303 SPIG 3) 40 7/1 ~ 9 ~CKUP RING: BACKUP RING: RING IO- R~G ID- RING OD- RING OD= ~ECK ENd- ~ 1/r CHECK LENG~= 30 7/1~ GI~O~-HILL-AMERI~, INC. COPPELL, ~X~ REVIEW NOV ~-t) lc, q! NOT FOR FABRICAT!ON T.O.P. (; I,, 2 - REQ'D j PC. NO. B'~3 & e/6 ~1~- `16., 0~) c:rt,... 17 :~8"AN'~Us:- 90.~ FULL ~UTS- 4 'TYPE 3 ' RADIUS- 40.00" TANGElql',- 40.00' PLATE- 3/16" CUT ANGLE- 11.250' ,, OV~,RA,,LI. C,AN,,,LLrNGTH- 61 1/16' .Lgr..t ~ I O~'r,~'~ o~s'rANcE n~ou E.D 'to ~. CUT LL- 3.66' LL- 3.33' AROUND CIR. CUT1 CUT2 CUT3 CUT4 x- -'s.33" Y- -`1.29" ':) 0" 8 3/8" 2o `13/':6" 4o 3/'s6' 52 5/8" BEVEL- BEVEL- I~ 13 5/8" 6 5/8" 22 9/'16" 38 7/16' 54 3/8" JOINT TYPE: SR B-303 BELL JOINT 1YPE: $R B-303 SPIG 27 5/lr 4 7/8" 24 1/4" 36 3/4' 56 1/16" LENGTH- 5 'i/4" LENGTH- 5 '1/2" BACKUP RING: BACKUP RING: RING IO- RING ID- RING OD- RING OD- CHECK LENGTH- 43 '15/16' CHECK LENGTH- 44 3/'16" I... w, ,ffit I FI:rTINGS GIFFORD-HILL-AMERICAN, INC. Imme I .~;vmo. l.,~,s,:_~8_~7I COPPELL, TEXAS mte.,m. g7-111SL ts,,m. D25 REVIEW NOV ~'~ NOT FOR FABRICAT!ON OMIT MORTAR COATING ON PT40 5/16"lE X 15 13/16" 20" ~ COLLAR '~ 10 15/16". PT40 42" FLG. X 60" STEEL PIPE PRESSURE TAPPING ASSEMBLY !~,,2J"""" !''~'°"''~'''"'~' '"'~' et'vmoN :1 COPPELL TEXAS me, ca, 97-11784s.~'t D26 REVIEW CCT-:"Y NOV 2 0 1997 NOT FOR FABRICA'RON 59 1/4" _, O 3/16"x12"NIP 1231t: 42" :478" (~) 3/8" x 1 '~/2" RING D= 24 3/4" D- 27 3/4" / 52.46' \ / ©' L 78 R5 &RIO , " 12' FLANGE x 24' P-303 SPIG SHEET LAYOUT REDUCER W/12' BLD. FLG. NO1;.: FLANGES 10" THROUGH 48' SHALL HAVE THE MORTAR COATING DELlTED FOR 5' BEHIND 11..tE FLANGE. CONTRACTOR IS TO COAT VeTH CEMENT MORTAR IP~HEM THE PIPE IS INSTALLED. REVIEW NOV 2 U 1997 NOT FOR FABRICATION 66 3/r O 3/16'x12"NIP OD-25 "> / \ · ,~' / 51.9cr \ -o / \ I 9' 6 15/16' R11 " 36' FLANGE x 24" FLANGE SHEET LAYOUT REDUCER W/I' THD. OUT. NOTE: FLANGES 10' THROUGH 48' SHALL HAVE (:~ I" 1140. OUT. (IRON 1H0.) THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. CONTRACTOR IS 11/4' 30001 S~1. HALF CPL TO COAT WITH CEMENT MORTAR WHEN I l/l' X 1' BRASS BUSHING THE RPE IS INSTALLED. ia~ ,, JST I FITTINGS GIFFORD-HILL-AMERICAN, INC., c,~m I .,,~tt_,~e_97I COPPELL, TEXAS 'm~.~e, g7-111BL Is.m, D28 ' REVIEW CQF'Y NOV 2 it 1.q97 NOT FOR FABRICATION G 1' 1140. OUT. (IRON 1HD.) 11/4' 3000! Sll, HAlr ~ NOTE: FLANG~:S 10' 'I14ROUGH 48" SHALL HAVE 11/4' X 1' BRASS BUSHING THE MORTAR COATING DELETED FOR 5" I" BRASS RUG BEHIND THE FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. Fr'R"INGS I GIFFORD-HILL-AMERICAN, INC. · w... COPPELL, TEXAS mw,.~.97-111BL Iser D29 ' REVIEW COPY NOV 2 U NOT FOR FABRICATION SHEET LAYOUI - RT2 , 86 1/8' J 33 1/4' 3 3/4' RT2 36' GKT. X 24' FLG. X 24' GKT. - CONCENTRIC REDUCING TEE W/1' THD. OUT. 1/4' 3000l St HALF ~ 1HE MORTAR COATING IXt_rTEO FOR 5' I/4' X l' BgASS BUglNG BEHIND THE FLANGE. CONTRACTOR IS BR SS Pt,UG TO COAT ~MTH CL='UENT MORTAR RHEN A 1HE PIPE IS INSTALLED, RTllNOS GIFFORD-HILL-AUERICAN, INC. eeemmm COPPEI. L, TEXAS owe. e~ 97_ll'7Bla~m 030 . REVIEW COPY NOV 2 t) 1997 NOT FOR FABRICA'RON fiTriNG1 GIFFORD-HILL-AMERICAN~ IN~. mso~ COPPELLo TEXAS m~ .~ g7-H7S~ts.m D~I REVIEW CO?"'/ NOV ~. U 1.q~q7 NOT FOR FABRICATION ~ 3/~6'e x :2' .tPm. E (:2) :' ran. cuT. (w~. ~.) 00-9 3/8' I 1/~' 3000f STL HALF CPt. ~ 3/16'e x 12' N~'Pt.r t :/4' x :' eR^ss eusm~ O.O." 25 3/4" 1' 8R/LS$ PLUG 8' - 6" (~ 3/16"1t X 2' COLLAR (E) 11/16'! x 2" RING 9 1 I.O." 3 /8' O.D.B 43 1/8' 12.3/8" .,. 82 1/2' 1.1/8"_ (~3/16"1t X 5 5/8' GUSSLrl$ ~ tO 5.00' 0 ,. (o ..... I. ,/2' d 8' ~(~0. rt.o.(o & T FOR 8' rt,~. W/t x 2" V.O.R.r. .,-.-...= OLrrNt. NOTF_: IrLANG[S 10' I~ROUGH 48". SHALL HAV~ NOI~:MO RTNR UNINQ IS TO B~ HLq. O BACK AROUND Pt. UG TO ALLOW PLUQ TO B~ TH~ MORTAR COATING DELEI[D FOR 5" REMOVLrl) AFTE:R TESTING, CONTRACTOR BEHIND 11'1E FLANGE:, CONTRACTOR IS IS TO MORTAR ALL EXPOSLrl) STLrEt. IN TO COAT W~IH CEMLrNT MORTAR WHEN THE IrlDJ) AFTER Pt.UG IS REMOVED. THF, PiPE IS INSTALLED. ' ~!" ~s~ j ' ruNGS [~I~0~/-HIU,-AI~F, RiCAk, IN~, ' i~/tB/gi COPPELL TEXAS I,~.. 97-~Tm, l~n D32 REVIEW COP:/' NOV NOT FOR FABRICATION NOTE: FLANP.,[S I0' 1HROUOH 48' SHALL HAVe: 1HE MORTAR COATING OELETED FOR 5' eL'HIND THE RANGE. CONTRACTOR IS TO COAT W~TH CEMENT MORTAR WHEN 1HE PIPE IS INSTALLED. i~.~q ~ST I RTnNGS IG~FFORD-FhLL-AME~CAN. ~NC. ~ ~V16/9'7 COPPELL. TEXAS ~ .~97-,TSLI,m D33 REVIEW CG NOV 2 ().~c~ NOT FOR FABRICATION 17 3/4" 36 7/16" 17 13/16' COLLAR 72" I I5_...1/4" 17" 77 36" CYI.. END X 36'' GKT. X 24" GKT, - 45.(X)' WY[ W/36" S.R. BLrt.I. k S4" S.R, SPIGOT FITTINGS i~IFFORD-~ILL-AMER~CAN, I~C. RtvmON C()I:q:q~LL. TEXAS e,=. ,~.97-11'TBt. isNllt 034' REVIEW C,Q NOT FOR FABRICATION 24 12 3 8' 12" SI:E DETAIL "A' SEE: DETAIL B~.~:LOW BELOW ~c. I I . 12' I 6' ~.~. 5' ~.~. 2~'1 APPL~D ~ ~ELD ~4C ~24A ~LD ~ .. t ~;]~:~ ~ 24" C~ ~O X 24" GKT. - 24" FLG. X 24" C~ END - I·. ~24B J L P~T ~RI~ ~ CS24B 3/16~ X 12" ~UT ~ SmAP W/I - COAT ~ I.D.- 25 7/8' A~O~D PA~T. ~ I' ~ ~. ~ --.) DETAIL "A" 1 174' ~l s~ H~ ~ 1' ~A~ ~ CS24 24" GKT, X 24" FLG. - BUYT S~AP CLOSURE W/1" ~D. OUT. ~ ~S 10' ~ ~' ~ HA~ X ~ E~D C~NDER IN ~S AR~ IS ~ BE COA~D W/~ES-B~IR 1971 PRM~. ~ACT~ IS TO COAT W/CCM~T M~T~ ~EN PIPE IS ~TA~D. I. I I REVi EW CG NOV ~. i1 luq / NOT FOR FABRICAT[ON 24 3/~" . I12 3" ' 12' . TAIL 'A' SEE DETA~ 'A' 52' 313/4 BELOW ,. 12' _. RO~C~ COA~NG R~ ~ ~ RELD - ~39A RED ~ D ~D 12' C~ END X 12' ~T. - ~/16~ X 12' ~UT ~ Sm~ W/I - COAT ~ CS39 ~2' CKT. x ~2' FLC. - eU~T STRAP CLOSURE NO~ Ft. AN(~:S 10° 'tHROUgH 48" SH/~L HAVT: 11~ MORTAR COATING DLr~I[D FOR 5" BEHINO THE FLANGE. EXPOSED CYUNDER IN THIS AREA IS TO BE COATED W/JONES-BLAIR 1911 PRIMER. CONIRACTOR IS TO COAT W/CEMENT MORTAR WHEN PIPE IS INSTALLED. "" ' I I I I COPPELL. TEXAS ,.~ .~97-117BLitea D'36 .~lerl e~ I ,o,m. t 7 REVIEW COPY NOV 2 t l lcffi7 NOT FOR FABRICATION 12 3/8`,24 L' 41 1/2' - BELOW BELOW I I I_ .' ~"4 ~' 3':~' =~' j ' P~c~ co~ N~~ ~77C A~L; ~77A ~D ~D ~D 16' C~. END X 16' ~T. - ~S'" ~e. x ~s' c~ ~NO - ..... .~,.. : ~7~ ~ L P~T N~ ~ ~7~ 3/16~ X 12" ~UT ~ S~ W/1 - COAT ~ N,S,F, L0.- 17 1/2' A~D PANT. ~ ~, ~. ~. ~ ~.) DETAIL 11/4'x1'~;~ CS77 16" GKT. X 16" FLG. - BUTT S~AP CLOSURE SEC~ON ~ ~s lo' ~ 48' ~ .A~ W/S.R. SPIGOT W/1" ~D. OUT. ~ M~TAR COA~G B~ ~E ~, ~ACT~ IS TO COAT ~ ~M~T M~TAR ~ PIPE IS NSTAL~O, ' ~ FI~hNGS IGI~FORD-HILL-AMER!CAN, I~. CC(q:~'LL, TEXAS e~. m, 97-117BLIm D37 REVIEW COP:: NOV ~. Cl tciq/ NOT FOR FABRICATION CLASS D RING FLANGE SCHEDULE RING FLANGES BLIND AND/OR REDUCING FLANGES Lo. OF.o. OFo.o. or~,c=~sso.,. ore.~. c,;~.=,.L~'.& o~.,,,k-~~.o. oroo. or~cK.~ss.o.. o*B.c. OF (3P~ rLaNr. E3:CYLJNOER or CYI.. "l:r FLANGE: FtANGE or FLANGE BOLTS or oF SIZE FLANGES FLANGE oF fiG. OF ~ DETAIL "A" REO*D. "B" 'C' "E' "r 'G" REQ'D. BOLT HOtES BOLTS REQ'D "E" 'G" BOLT HOLES "r NO. 3' 3 1/2. SCN. 40 ST0 150 SUP ON FLG. 4 3/4. 5/8' ~' STO 15(: 9UNO Iq.G, 4 · 3/4' 6, 4' 4 1/2' SCH. 40 e'_ 7 1/2' .5/6, e 3/4' 5/8' 4' 9' 0.625' e · 3/4' . 7 1/2' 6, 6 5/8' SCH, 40 ,11' 9 l/2' 11/18' 8 7/8' 3/.4' 6' 11' 0.692' 8 , 7/8' 9 f/2' 6, 1 [A. 9 3/6'' 3/18' 12" ¶3 ~/2'" 11, 3/4' 11/18' e 7/6'' 3/4- 6'' .x 2' 12 F.A. 13.1/2' O.BOS' 8 . ?/6, I13/4" A 20' 21 25/3.~ · 27 1/2'' 25' 11/6, 20 I 1/4' I I/{r ,20' 27 I/2' 1.44,2' 20, .1 I/4' 24. lg F,A, 25 3/4" ' 1:2' 32" 29 )/2' ? 1/4," ~p., 1.3/6,. 1 I/4' 24'.x 6,Jl EA, 32' 1,657' 20,,,I 3/1~ 29 1/2' e 3(Y' 3t 7/8' ' 38 3/4" .38' I 3/8. 2e 13/6'' 1. 1/.4' 30' 38 3/4' 2..003' 2e- 1.3/p' . 36'., 38' 6 [A, 37 7/6'' 3/18' 1:2" 46' 42 3/4' I 5/6'' 32 I 5/6'' 1 I/2' 38' 48' 2,36~' 32. ! 5/8' 42 fNSKX: mETOR OF Fta4G( ........ +1/18' TraCKHESS or F1.N4GL..+I/6, MANt~ACTtmNO TOLERANCES: OUTS~:)E I~AMETER or RANGE......,il/~ COLT CfRCL[ ................. /18' ALL rtje~E CASKETS SHALL BE FULL FACE V6, TTeCK INSII~ CIRCUMFER[NC( FLA11(SS..0,010e OtJTSIDE CIRCUMFEltDH:( FLATNESS..0.02O' UNL[SS 0TH(RWIS( NOT[D. 'G'-e: S" ~ leACtl) FOR 13 t " NOTE: SIAL ~ BACI(SID!: COATING LIMITATION~ H OLI:A/A t/8'1 I SIZ( THICKN.L~ 'H' 3'-6'' 3/6'' 8' mA. /4' 8'x 2" TORF 24&x 8' RED. FLG. 3/r .: Neq,t~ _ , ,,~ NOTE ~: THESE FLANGES CONFORM TO (])2' THO. OUT. (mON LENGTH '13' " AWWA C207 CLASS D, TABLE 2. 2/2· 30001 STL. HALF CPLG. '~ 8" I.D. & LARGER * NOTE 2: DRILLING CONFORUS TO 2 B/R2' x 2' BRASS eUS;.ffNG A ANSI B16.1 CLASS 125. 2' B SS PLUG rLG. SCHI). FLANGE SCHEDULE IGIFTORD-H~LL-AME:RiCAN, iNC. nt'emoN COPPELL, TEXAS , em.m. 97-1~TBLIsNl:tl D~8" REVIEW G~ NOV {I 1,q.q7 NOT FOR FABRICA'I'ION RING FLANGES CLASS D RING FLANGE SCHEDULE BLIND AND/oR,, REDUCING FLANGES I.o. olr NO. OF O,O. OF THICKNESS O.O. OF B.C. OF THICKNESS NO. OF DIAMETER DI~ILrI~R NO. OF OO. OF THICKNESS NO. · IXa,. 8.C. OF SEE DI~NNO FLANGES CYUNOER OF CYL 'D" RANGE FLN~E OF FLANGE BOLTS OF or SIZE FLANGES Ft.N~E OIr R.G. OF FLANGE DETNL 'A' R~:Q'D. 'B' 'C'* 'E' 'F" 'G" REQ'D. BOLT HOLES BOLTS REQ'O 'E'* 'G' BOLT HOI,[S 'F' NO. 42' 3 ~. 43 7/8" 1/4' 12' 5~' 49 1121 ! ~/,4. 3e 15:/8' I 112' 42 1 ~ 5,T' 2.725' 36. I 5/6. 49 I/2. 48' 59 1/2' 56' ! 7/8' 44 I 5/8' 1 t/2' 48' 59 I/2' 54' 66 1/4' 62 3/4' 2 1/8' 44 I ?/8' 13/4' 60' ~3' 69 I/4' 2 1/4. 52 I 7/6. t 3/4. FOR 9~S LARG[R mAN 48'. USE AFT. AHG[D IXSH[D HEAD PLUG 66' et 76' 2 I/2' 52 I ?/e' I 3/4' 72' 86 1/2' 82 !/2' 2 5/8' 60 I ?/e' 13/4' .. 78- 93' ,89- 2 3/4' 64 2 !/8' 84- 99 3/4' 95 I/2' 2 ?/6. 64 2 1/8' 90' 1.06. 1/2'102' ,3', 68 2 7/16' 2 I/4' .96. 113 1/4' ~!08 1/2' 3 I/4' 68 2 7/!6' 2 1/4' MANUrACTt)R~ TOLERANCB: OUTSIX I:)Lea[T(R OF FLANCF.. ...... .t 1/6' . I 1 INSIDE CIRCUM~t.K~.HC( FLATNESS..O.010' OUTSIDE CIRCUt~F.~ICt: FLMNCSS..O.020' UNLiSS OTHERmS( NOTED. ,_ D + 3/6' ® for 42' · 48' FT~J~X~ ~ DL'LL'n~ T~ MORTAR COAT~ NOTE 11 ~E F~OES CONFORM TO A~A C207 C~SS D, TABLE 2. 42" RGER NO~ 2: DInLUNG CONFORMS TO ~SI BI6.1 C~SS 125. ~ ~. ~.2 REVIEW COPY , · NOV 2 t~ 1997 NOT FOR FABRICATION ADDITIONAL MATERIAL QUANTITY SIZE DESCRIPTION QUANTITY ~;iZE bFSCRIPTION " 1'' 300Oil STL. HALF CPLG. 2 £A. 8'' 150J FLA~IGE GASKET 1'' X .~/4'' BRASS BUSHING .......... 2 EA. 12' 150~ FLANGE GASKET ' B','^ss'PLuG ..." ,irA. 2,' .. FLA. E ASK T' 24 EA. 1 I/4"3000'Jl ~1.. HALF CPLG. tEA. 42' 150~ FLANGE CASKET 24 EA. 1... 1//4' X.l',BRASS E~'USI~ING ..... 8 IrA* ..3./_4.' X 3' " B(X.T W/NUT (8') " 3 [,A, 2 'I/2" 3000//,STL HALF CPLB. ' ......... 24 £A* 7/~" X ' , .... BOLT, ~/NOi (12~) ,, 3 EA. 2 1//2"X, 2" BRASS BUSHING .... 20 EA, 11/4' X 5=| BOLT w/NUT 3 IrA. 2" BRASS PLUG , ,, 36 IrA* 1 t/2" X 6 1/2" l, BOLT w/NU.T, (4.2") , 16 IrA. _ _'_ NO.'4 Ok. (AWG) ~ARIr '~TI~AH'I)~D ..... COPPER CABt~ JblNi' WRAPPER SCHEDULE "'pl'pF . 1.,y~E OF PIP'E: " 32 EA* C~)~I.AR~O STU'0 W~' ,'irX I~UT' QUANTITY WIDTH SIZE.~B'3b~ L-301 E-301 REMARKS 32,E,A' , ',7"-, COPPIrR,C,ON,NECTORS ...... ,2 IrA. 7' ,2' X ........ ~ IrA.,8'. ,2' X e~.n. 8 EA* 12" 16' X ETHAFOAM ! IrA. 1B'' 16' X BUTT STRAP ...... ' ..... i5 IrA. ' 7' 24" X 2 IrA. 18" 2,~'; X BUTT STR~P 1 EA, O.I:).D.H:,, 1/2"1~ DISHED HEAD (WP-' 150 PSI) 10 EA* 12" 24" X' ETHAFOAM (1'P41) 41 1/4" C~-100~ Ke-6% 3 EA. 9" 36' X S.F.,- 2' NO PAPER 2 EA. 12' 36"" X EmAFOAI~I · EA, d.D.D.H:- 'IE 01SHED HEAD (WP,,,' ,** PSI) 13 IrA. 12' 42' X IrmAFOAM eeeee Ce-,100{ Ke,-,6X 6 IrA. 12" 16'.. X 12' FLG, S,F.m 2' NO PAPL"R 4 IrA, 12'' 18' X .16" FLG. 1' EA. '. 25il CAN JOt~IT LUBRICANT ...... 19 IrA. 12" 27'~ X 2,4:. FLG. 8 L.F. 3/8"J~ MILD STEEL ROD FOR WELDED JOINTS 6 EA* 12" 39" X .36." Fi~.G. · , EA. **' CPLG, W//PL,UG. , , 3 IrA. 12'' 45' X . . .42.'. FLG. · , EA. ,,° ,-,,, FLEX-PROTEX 2 EA* ~, 18', 27" X 24" FLX CPL B~ JST ADDITIONAL MATERIAL GIFFORD-HILL-AMERICAN, INC. fKwj~o, 11/19/97 COPPELL, TEXAS ow~}. NO. gT-117Bt. SNT. D40 Gifford-HiiI-American, Inc. *'~eu~.~ ~,u.~ 1~6" CORPORATE OFFICE: Post Office Box 569470 Dallas, Texas, 75356-9470 · 1003 N. MacArthur Blvd. Grand Prairie, Texas 75050 Phone (972) 262-3600 D/FW Metro (972) 263-1990 FAX (972) 264=6236 Internet: www. ghainc.com E-maih gha@onramp.net November 19, 1997 PLA.TLOCAT,O.S: ·10n4 N. MacArthur BIvd. ( Grand Prairie, Texas 75050 · 11201 Spencer Road Houston, Texas 77040 · 1624 Marshall Street Lubbock, Texas 79408 B a r C o n s t r u c t o r s · Hwy. 59 South. Aloe Field P. O. Box 10 v,=o.a. Texas ~902 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 I through 14, D1 through D40, which show the material we plan to furnish for the subject project. Please review these drawings at your earliest convenience and submit the necessary number of copies to the consulting engineer for his review and approval. We ask that one copy be returned to us indicating both yours and the consulting engineer's approval and any comments either of you may have. When reviewing the enclosed drawings, please note the following items: Sheet 5 1. Contractor is to verify the outlet leg length, centerline eleva~,on, and the slope of the existing line at the tie in to the existing outlet locations. Sheet 6 1. Contractor is to verify the various dimensions calJed out for on this sheet. 2. No access to mortar line the interior of the butt strap, piece BS20, was quoted. Will access to mortar line this piece be needed? If so, where is the desired location? Please review this with the consulting engineer. REVIEWED BAR CONSTRUCTORS, BY TF~AN.S. # i 5"C" 10-- C,~ BAR Co-%.ir..;ctars, Inc. ~epre~ar..ts ~ave de:. ::z r:%ined and redfled dimensi,:,'-;s and measurements, .,'iaid con,~t;'u~:t'Qt.-r'. cd*,efia, maleria,~, V',~o,k amd ~he Co,~ila~ DOCtb'I!.L'r~'L~. Gifford-HilI-American, Inc. Page 2 97-117BL Sheet 7 1. Contractor is to verify the various dimensions called out for on this sheet. 2. No access to mortar line the interior of the butt strap, on piece CS24, was quoted. Will access to mortar line this piece be needed? If so, where is the desired location? Please review this with the consulting engineer. Sheet 8 1. Contractor is to verify the various dimensions called out for on this sheet. 2. No access to mortar line the interior of the butt strap, piece BS34, wasqz~Ed Will access to mortar line this piece be needed? If so, where is thedesired location? P,case review this with the consulting engineer. Sheet 9 1. Contractor is to verify the various dimensions called out for on this sheet. 2. No access to mortar line the interior of the butt strap, on piece CS39, was quoted. Will access to mortar line this piece be needed? If so, where is the desired location? Please review this with the consulting engineer. Sheet 10 1. We have assumed that the 42" tapping valve will remain closed during the hydrostatic test. Please advise us if this is not correct 2. All 42" gasket joints are to have snap ring joints and I~e bonded as per sheets 3A and 3B. Sheet 11 1. All 42" and 24" gasket joints are to have snap-ring joints and be bonded as per sheets 3A and 3B. Sheet 13 1. Contractor is to verify the various dimensions called out for on this sheet. 2. No access to mortar line the interior of the butt straps, pieces BS67 & BS70, ~;ere quoted. Will access to mortar line these pieces be needed? If so, where is the desired locations? Please review this with the consulting engineer. Gifford-HilI-American, Inc. Page 3 97-117BL Sheet 14 1. Contractor is to verify the dimension called out for on this sheet. 2. No access to mortar line the interior of the butt strap, on piece CS77, was quoted. Will access to mortar line this piece be needed? If so, where is the desired location? Please review this with the consulting engineer. Please feel free to call on us whenever we may be of further assistance. Very truly yours, GIFFORD-HILL-AMERICAN, INC. Jimmy To(~roeosrdinator JST.j Enclosures cc: Baugh and Associates, Attn: Mr. Tom Baugh, w/I copy