Loading...
WA9601-SP 980513MEK, JACOBS & FINKLEa, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS Landmark St tures, Inc. 1665 H n Road Ft. Wo , Texas 76177 · : . ' nea Re: City of Coppell Wagonwheel Ranch Elevated Storage Tank Date: May 13, 1998 We are transmitting herewith three copies of the submittal data furnished by Landmark Structures, Inc. These copies have been reviewed and marked as follows: No. Dwg. No. Sheets Dwg. Description 1 Concrete Pressure Pipe Explanation No Make Revise Submit Exceptions Corrections and Specified Taken Rejected Noted Resubmit Items XX Remarks: By copy of this letter we are returning one copy of the submittal to U~~,Davis, City of Coppell and .! copy of the ittal to By: Checking of shop drawings by Shimek, Jacobs & Finklea, L.L.P. is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner. CONCRETE PRESSURE PIPE Proyeet LOCATION - COPP[]I, TEXAS OWNER - CITY OF C0PPCLA. DE:~CR[JYfiON - SANDY tAKE ROAD WATER WAGON tAHEEL RANCH, CHANC~ ORD(~R NO. 1, DATED 4/24/98 tgrm Lr. 24" 8-303 CI. AAS 150 PROJECT SHIMEK, JAC(}BS & F1NKLEA, LLP. Di~ectorll GIlA CONTACTS FOR THIS PROJECT ARE: ENGINEBRING - JlkeY TORRES (972) 262-3600 ~ - J.R. MI. SON (972) 262-3600 DBLJV~r{ - TOM PAGe: (972) 262-J571 FIELD bld~i~dl~ -- CAROUNE DUNCAN/(972) 262-3600 NEI.S THOMS[N Gifford-HilI-Americon, Inc. MANUFACfflRER or CO!~CREfE PRESSURE PIPE HOUSTON VICTORIA LUBBOCK MIKE ALBERT, INC. CONTACT - MIKE ALBERT (817) 577-8605 )j~NO EXCEI:qqON TAKEN E~ ~,<~AKE CORRECTIONS NOTEI~"' REJECTED J~-c!J:?-FT 2 i:: !: !!:.:: ~'~',~ Checking is only ~,. concept of it~!~ ~;'r !nformatio~ ~:i,-.: w!i~cll ~*~--' ' -. .... fab.,-ic~ffo~ r' L''':>:~- ,' or~);-",3+-~~:~ ~,-:~ ~,:: ,.~': .... ' -~: Pei'fori~/~F~:' -'.~' :: " CONSU;..~'h'jG _ REVIEW COPY HAY 08 1998 NOT FOR FABRICATION ADAP-ADAPTOR ATT'D - AI'I'ACHED BC - BRUSH COAT BEVt.-BLrVEL BIc' - BUND F't. ANGE BHC - BEGIN HOffiZONTAL CURVE BRPE - BACK-UP RING R..AIN END BVC - BEGIn VERTICAL CURVE CB - COMBNED CCP - CONCRETE CYUNDER PiPE CL-CLASS CPE - CLYINDER PLAIN ENO CPI - COMBINED POINT OF INTERSEC110N CPPE - COUPLING PLAIN EN0 OH - DffiHEDHEAD I)~T - DRII,LEO & TAPPED EB - E-301 BELL ECC - ECCENTRK; EFLG - CRASS "E' FLANGE EHC - END HO~ZONTAL CURVE ELEV - ELEVATION ES - E-301 SRGOT FLG - ~"lt ~ FO-~OUTLET FOB - FLAT ON BOTTOM FORF - FLANGE OUTLET FOT - FLAT ON TOP HEB - HARNESSED E-301 BELL HES - HARNESSED E-301 SPIGOT HH - HAND HOLE HLB - HARNESSED L-301 BELL STANDARD ABBREVIATIONS HIS - HARNESSED L-301 SRGOT HP - HORIZONTAL PULL HBB - HARNESSED B-303 BELL HPI - HORIZONTAL POINT OF INTERSECTION HPL - HORIZONTAL PIPE LENGTH HBS - HARNESSED B-303 SPIGOT NT - HORIZONTAL TURN ~H - JOINT HARNESS ASSEMBLY LB - L-301 BELL LD - LA~qNG DIRECTION LS - L-301 SPIGOT LT - LLTT MEB - MORTARE]) (-301 BiLL MES - MORTARED E-301 SPIGOT MJB - MECHANICAL JOINT BELL MJPE - MECHANICAL JOINT PLAIN END MI,B - MORTARED L-331 BE3,L MLS - MORTARtO L-301 ~ MB8 - MORTAlfrO B-303 BELL MPE - MORTARED PLAIN END MBS - MORTARED B-303 SPIGOT BB - B-303 BELL PCC - POINT COMPOUND CURVE PE - PLA~ENO PRC - PO~tt REVERSE CURVE BS - B-303 SPIGOT PWES - PLANT WELD E-301 PWI, B - PLANT WELD L-301 ELL ~ - PtANT WELD L-301 SPIGOT ~ - PLANT WELD B-303 BELL PWBS - PUMiT WELD B-303 SPIGOT RCB - REINFORCED CONCRETE RCCP - REINFORCED CONCRETE CYLINDER PIPE RCS - REINFORCED CONCRETE PIPE SPIGOT RF - EDUCING FLANGE RT - RIGHT SCRD - SCREED REVISION SFBF - SMOOTH FLOW BUND FLANGE SlIT - SHEET SLB - SCREEDED L-301 BELL SIS - SCREEDED L-,301 SPIGOT SBB - SCREEDED B-303 BELL SPC - SPECIAL SPIG - SPIGOT SPL - SLOPE PIPE LENGTH SBS - SCREEDED B-303 SPIGOT SRLB - SNAP-RING L-301 BELL SRLS - SNAP RING L-301 SPIGOT SRBB - SNAP-RING B-303 BELL SRBS - SNAP-RING B-303 SPIGOT TAN - TANGENT TES - TRIMMED E-301 SPIGOT TLS - TRIMMED L-301 SPIGOT TO - THREADED OUTt. Lrr TOP - TOP OF PIPE TORF - THREADED OUfl..ET REDUCING FLANGE TBS - TRIMMED B-303 SPIGOT VCPE - VICTAULIC COUPLING PLAIN END ~NTERSECTION WF'PE - WALL FITtING PLAIN END WPE - WELDING PLAIN END SHEET NO. 4 Ot - 014 D15 D16 INDEX SHED COPPELL, TEXAS INDEX DESCRIFflON ND~X SHEET OmENTATION GEI,,ERN. INFORMATION PIPE DESIGN SPECIAL ~ a, FITTINGS FI.,M, IGE SCHEOUt.E ADDITIONAL MATERIAL {GIFFORD-HILL-AMERICAN, INC. m,,. ,o~98-5OB Is,E'r 2 .) f · REVIEW COPY HAY 0~ 1998 NOT FOR FABRICA'fi0N PROTECTIVE COATING APPLIED IN THE FIELD wm.~. see STANOARD ~R ~ ~ ~ 9' ~ ~: ~ ~ ~. ~T,~ ~O~C~ ~G ~IED BY O~R~ ~ ~ ~ ~ --7' F~ 33 ~ ~ER, A~(D N ~. :.- :.; ......./ ~S~'k~ t ~/~ ~ ~' MECHANICAL ~ ~ ~t ~ ~ J~NT CONNEC~ONS ~ TO I~NT. ~A~ W FI[LD. ~ANGE CONNEC~S ~ ~TaL I ~ TO CA~ED F~ AIR V~ AC~SS MA~[S, ~O GA~ Vl~ ET~ ~ ~ ~ C~G ~C~$ STANDARD RUBBER GASKET JOINT APlit,M~ABLE TO AU,. l'~aLrS OF ~ MANUIrAC/t, Nt[D BY .o.n; PROVI~ I" IINIMMI 1HICKNI'5S ~1[ OR MORTAR COATIIG IN 1H~ F1EU) FOe 1K PROl~CIION Or AU. ~ SI~[L SUCH AS RANGES. CAULKSO CONSIST OF ON( PART PORltANO C(ldENT TO TWO ANO ON[-HALF PARTS OF FITS. SHARP (PL.AST[R) SANO. ~ SHOTS. COAlING IS TO B( IENFORC[D WIIH WIR~ MESH. THRUST BLOCK NO1( 1HINST BL(X:K SHOULD NOT LIlT THE Ft. DCl- BIUTY OF THE JONTS. 1HRUST BLOCK OESIGN SHN.L B( O[1[RtlIIkl ~ CONSI(X:RAT/ON OIr EXISTING SCIL CCNOITIONS BY 1HE OWNER ANO/OR 1HRUST SHOM4 ON LAYOUT ORAtWIGS N~ BASED ON N01~ 'B' , ANY StJRrAC[ REC~iVNG A CEI~r'NT MORTAR COATING SHALL 8(: 1H(XlOU~HLY Ct,[ANED AND WITlID WrlH WAI'[R JUST PRIOR TO PLACING ~ CLrMLrNT MORTAR COATING, AF"I[R Pt, AC[MENT, CAR(: SHALL 8(: TAKEN TO PRE'VLrNT CEMENT MORTAR COATING FROM ORYNG OUT TOO RN:qO~Y BY COV~RNG RI1H DAMP EARN OR Bt,et. AP. ~ SHI~NKAGE CRACKNG MAY OCCUR; SHR1NKAG( CRACKS LESS NAN 1/8' 'M0( IN OIHER'/RS[ SOUNO JOINT MORTAR AR~ G(NERALLY CONSIG(R[0 ACCLrPTABI.~. CEMENT MORTAR COATING SHALL NOT B[ AI.LOW[D TO FREEZE, CONCRETE CRADLE, ENCASEMENT. OR I,K)IE "c" STRUCTURE WALL CONNECTION IN 0RIXR TO PROV~I)( Ft. Da~UTY IN 1H~ EVt"NT OF ~AL seTTLEMINT. A RUBeER GASKE:T JOINT SHALL B(: roll, fiN 2' OF A RIGI) SUPPORT FOR RPE 24' DIAME*E:R AND SMALLER, A R. EXlBt. E JOINT SHALL BE Mll.~N ONE: RPI~ 0~AME;TLrR OR 5' OF A RIGIO SUPPQRT, WHICHEV[R I$ ~ FOR LARGI'R ~ GI3(RAL REI.D INFOINAll~N SUe~CT TO OWN[R'S ANO/OR COe,FJX:m4G [NGe'S SI:~OFICATIOHS ANO/OR APPROVAL GIFFORD-HILL-AMERICAN, INC, 0vr,. NO. 98-501] I SHT. 3 REVIEW COPY PIAY t:)~ 1998 NOT FOR FABRICATION 32'-3 1/4' O~'*RAU, LENGTH 0lr STANDARD 32'-0' NOMNAL LAYNG t.E:NGTH CF STANDARD 3 1/~' HOe. LAP COMPLE1T: CON. PARAI. LE1 STEEL 'H' kiN. MECHANICAU.Y CEMENT MORTAR TO END OF PiPE CYUNIX:R "' NPACT[D MORTAR' POUR[D iN ~ ~ ~'~ ~,-' ..~..~, ~.~.~. ~-'~. '. ~'---"'~.,,.i_!""-' ,'-." B-303 ASSEMBLED JOINT SECTION 24' ~50 25' 53 !.28 BAR-WRAPPED CONCRETE CYLINDER PIPE MANUFACTURING DATA INSTA 3/4' ~4 e' ~ 1~ 0,~ I/4 7.82 1.54' ~ l/4' ~' 1' ~' ~" ,ATION DATA PIPE DESIGN COPPELL TEXAS GIFFORD-HILL-AMERICAN, INC. ram, m, 9e~ Is4Er 4 8Z4 1 A3 i Ra i TP1 i PIEC~ NO. BY w/ 8' FLG OUT, RT ci. ass 150 8303 SHORT ss/ss w/1" THR OUT, UP CLASS 150 24" ADAPTOR ~/ss FIG. - B.F. VALVE w/1" TRR OUT, UP CLASS 150 24" ADAFEOR ss/~ CLASS 150 24" GRT. - TEMP TEST PIAX} w/ 2- TEn. ~r~. DESCRIPTXCel DATE REVISION D3 D7 D7 D14 DET 11.75 11.74 OUT=- 1.41 1.41 0.67 0.67 1.41 1.41 DRATe~: JST ct~ BYz DATE: 5-07-98 76+15.23- 76+10.00 76+03.49- 76+02.83 76+02.08- 76+01.41-- 76+00.66 76+00.00- STATICe~ 2.65" 0,0463 MAY HOT FOR FAE 1998 - 482,10 - 481.56 - 481.50 - 481.46 - 481.40 MIKE ALBERT, INC. GIFF(XRD-HIIL-AMERICaN, INC. CDPPELL, TEXAS J ~: 98-508 Jm~ 5 NO. BY 16 CL~S 150 THRU 5 24'* B303 BS/BB 12 STD CU~SS 150 Bll i 24" B303 BS/BB 1-CUT BEND 15,20o ~S 150 BX10 I 24" B303 M/BB SHORT 9 CLASS 150 TIIRU 4 24" B303 BS/BB 6 STD CLIk. SS 150 B5 1 24" B303 M/BB 2-CUT B;DID 25,82° DES~I~I~ D&T~ l~rlSlOel D9 D2 D8 DWr 160,00 159,83 O. 80 O, 80 0.61 0.61 16,25 16,23 128.00 127.86 1,05 1,05 0.75 0.74 DRAT~ee: JST ~ BY: DAng: 5-07-98 79+22.35-- 77+62.52-- ItPI= 77+61.72-- 77+61.11- 77+44.88-- 76+17.02-- I~I= 76+15.97-- 76+15.23-- INV STATIOt~ (re) RFVIEWC IIAY 08 NCT FOR FABRI - 496,31. - 488.92. 15.22eLt- -- 488.88 15.20°Cb - 488.8! - 488.1~ - 482,1~ 25.84°Lt- -- 482,1~ 25,82°Cb 2.65° 0,0463 - 482,1~ )PY 1998 MIKM: AI2M:RT, INC. GIIwT(M~-HILL-MCI~, INC. II~OJECT: 98-50B 11 TONS TFmUST- 19 TONS NO. BY 24 ClJ~S 150 23 3 24' B303 22 STD w/12' FLGOUT, LT CLASS 150 21 I 24' B303 SPC as/~ CLASS 150 20 I 24' B303 STD as/as CLASS 150 19 i 24' B303 STD CLASS 150 18 I 24' B303 STD as/as CLASS 150 17 I 24' B303 STD as/as DESCRIPTION REVISIOee D5 96.00 96. O0 32. O0 32. O0 32.00 32 · O0 32.00 32 · O0 32.00 31.98 32.00 31.97 81+78.29-- DRAWN: JST CHK BY: DATE: 5-07-98 80+82.29- 80+64.00 80+50.29-- 80+18.29-- 79+86.29-PULL 1.38°Dn- VPI= 79+75.00 (2.13eDn) 79+54.31-PULL 0.75°Dn- 79+22.35- INV STATION I~T FOR FABF - 500.60 - 499.7} -- 499.4} -- -- 499.1~ 0.52° 0.0091 -- 498.8~ (498.75) 1.90° 0.0332 -- 497.7~ 2.65° 0.0463 - - 496,3~ DEFLECTIOe~ SLOPE INV ELEV DATA TANGENT ( 1~c ) MIKE AEaERT, INC. COPPEIL, TEXAS GIFFGRD-HILL-AMERICaN, INC. PI~)3ECT: 98-50B a~T'D M 6 W/8" FLG OUT, RT CLASS 150 30 i 24" B303 SPC s/nn CLASS 150 BX29 I 24' B303 SPK)RT e /n8 CLASS 150 28 I 24" B303 STD ww//6" FLG OUT, UP 6" X 3" T.O.R.F. CLASS 150 27 i 24" B303 SPC ns/nn CLASS 150 26 i 24" B303 STD BS/ B CLASS 150 25 I 24" B303 STD BS/ B PIECE DESC~IPTI(BT NO. BY DATE REVISIO~ D5 D6 D2 D5 32. O0 31.98 10. O0 9.99 32. O0 31.98 32.00 31.99 32.00 32.00 32.00 32.00 DRAWN: JST C~K BY: DATE: 5-07-98 83+48.24~ 83+37.00 83+16.25-- 83+06.26- 82+74.27-PULL O.72°Dn-- 82+50.00 (2.35°Dn) 82+50.00 82+42.28-PULL 1.48°Dn- 82+10.28-1~1IL O,15°Dn-- 81+78.29- INV STATION REVIEW COPY I'AY08 998 -- 499.13 -- 499.45 -1.83° 0.0320 - 500,4~ (501.25) -1,11° 0.0194 - 501.10 0.37° 0.0065 - 500.89 0.52° 0.0091 -- 500.60 DEFLECTION SLOP~ INV BLEV DATA TANGENT ( rt ) MIKE ~, INC. GIFY(IK)-HILL-AMERICAN, INC. COPPEEL, TgXAS [ P~OJECT:, 98-505 BX45 B44 43 39 38 37 THRU 31 CLMS 150 24" B303 BS/BB SHORT D2 CLASS 150 24" B303 BS/BB D10 2-C'tT~ BSND 44.95° CI,AB8 150 24" B303 BS/BB STD 8" fi.,G (XT~, RT CLMS 150 B303 BS/BB SPC D5 D6 25.50 25.50 1.48 1.48 CPI= 1.27 1.27 160. O0 159.92 32.00 31.98 CL&SS 150 24" B303 BS/BB 224.00 STD 223.89 DET REVISION DIRAk~: JST cl~ BY: DATE: 5-.07-98 87+92.29-1rdlZ, 87+66.77- 87+65.29- 87+64.03-- 86+04.11- 85+96.46 85+72.12- 83+48.24-* INV ST~TICH O.02oRt-- 44.95°Lt PFVIFW( 'lAY 08 N( T FOR FABR - 484.34 -0.92o 0.0160 - 484.7? -1.83o 0.0320 - - 484.8} - 489.92' - - 490.95 -1.83° 0.0320 - - 498.1~ D~I~XCTION S~ IT ~LEV DA~ TJd~g!~ (~) OPY 1998 ;ANON Nl"gg/ILBERT, INC. GIFFO!~-HIIL-/II4~RIC:/~, INC. I PROJECT: 98-50B CCXqT'D ON 10 Im: 9 49 48 · 47 B46 PIECE NO. BY w/ i 24" w/ i 24" I 24" ~/ i 24" EXTRA BRUSHCOAT FLEX PROTEX CLASS 150 B303 SPC es/ee EXTRA B/~USHCO&T FLEXPROTEX CEASSlS0 9303 8PC es/ee EXTRA BRUSRCOAT FLEX PROTEX CLASS 150 B303 BS/BB 8PC BEGIN ENCASEMENT(87+94) CLASS 150 B303 BS/BB 2-CUT BEND 45.00° DESCRIPTION D4 D4 D4 Dll DET 32.00 32.00 32.00 32.00 32. O0 32. O0 1.48 1.48 HPI= 1,23 1,23 SPL DNk, WN: JST C~K BY: DATE: 5-07-98 88+90.97-- 88+58.97- 88+26.98-. 87+94.98--Fu'LL 0.02 art-- -- 87+93.50-- 45,000Rt- -- 45.000Cb -0,92° 0,0160 87 +92 · 29-.-PULL 0,02 °Rt-- - DEFLECTION SLOPE DATA TANGENT STATIOe~ (~ REVIEW COPY flAY 08 1998 NO" FOR FABRI ;ATION 482. 483.27- 483.7~ 484.29- 484.32- 484. CO!IT'D ON-11 MIKE ALBERT, INC. GIF"EuI~D-HILL-~CAN, INC. IPI~)JECT= 98-50B Il: 10 CL~S 150 B154 1 24' B303 BS/BB D1 25.00 SHOR~ 25.00 CI~SS 150 B53 i 24" B303 BS/BB 2-CUT BEND 45.00° w/8" FLC 0~, RT D12 1.49 1.49 1.29 1.29 CIASS 150 BX52 1 24' B303 BS/BB D3 18.00 SHORT 18.00 w/E'~DENCASm4ZNT(89+30.O0) w~ EXTRA BRUSHCOAT CLASS 150 BXS1 I 24' B303 BS/BB es/ee C/ASS 150 50 1 24' B303 SPC REVISICI4 PIECE D2 D4 8.00 8.00 D4 32.00 32.00 89+76.74-PULL 89+51.74- CPI= 89+50.25-- 89+48.96- OUT= 89+40.00 89+30.96- 89+22.96- 88+90.97- Dr SPL SI~TION ~!~ ~ (~c) RO~;RIAD U~ DRAWN: J~ C~ DAng: 5-07-98 O.059Lt- 45.O0oRt 'lAY 08 19gll - - 481.8(~ -0.33e 0.0057 - 481.81- -0.92o 0.0160 - - 481. - 482.12- - 482.2~ -0.92° 0.0160 - 482.7& DEFLECTIO~ SLOPE XleV DATA TANGENT ( Ft ) C08T'D Clq 12 [~U~9 m 32 TONS CXIIT'D FIle 10 MIXE ALB]~T, INC. GIFFOIRD-HZLL-RNERZCAN, INC. IPIRSITECT** 98-50B 11 PIECE 59 58 57 56 B55 NO. BY i 24" i 24" I 24" i 24" i 24" D&'I'~ ClAS5 150 B303 BS/BB 32.00 STD 32.00 END BORE ( 90+45. O0 } EXTRA BRUSHCOAT FLEX PROTEX CLASS 150 B303 BS/BB D4 32.00 SPC 32. O0 EXTRA BRUSHCDAT ClA~S 150 B303 BS/BB D4 32.00 SPC 32. O0 EXTRA BRUSHCOAT BEGIN BORE (90+00.00) ClAeS 150 B303 BS/BB D4 32.00 SPC 32. O0 CLASS 150 B303 EG/BB D13 1.49 2-CUT BEND 45.00° 1.49 1.28 1.28 DESCRIPTION ~EVlSlO~ Dl~Jeez JST C~K BY: DATE: 5-07-98 91+O7.51-- 90+75.51-- 90+43.51-- REmEW COPY 'lAY 08 - 481. O9 481.274 90+11.51-- -- - 481.46 89+79.51--PULL O.04eLt- - 481.64 89+78.02-- 45.00eLt- -- 481.65 -0.33· 0.0057 89+76.74--PULL 0.OSeLt- - 481.66 INV DEFLECTION SLOPE STATION EI/V (Ft) DATA ~ (Ft) 1998 C08T'D ~ t3 32 TONS C08T'D FRG8 11 MIIEALBERT, INC. GIFF(~D-HILL-AMERICAN, ZleC. IPROJECT= 98-50B SBEETs 12 el w/12" FLGOUT, LT CLASS 150 64 I 24" B303 BS/BB SPC CLASS 150 BX63 I 24" B303 BS/BB SHORT ww~END BORX (92+00.00) EXTRA BRUSHCOAT w/fizxm~orzx CLASS 150 62 I 24" B303 BS/BB SPC BEGIN BORE (91 45.00) CLASS 150 61 i 24" B303 BS/BB S~C D5 D2 NO. BY DATE D4 D4 32.00 32.00 3.52 3.52 32.00 32.00 32.00 32,00 Cr.,aBS 150 60 I 24' B303 BS/BB 32.00 STD 32.00 REVISZON DBT SPL 92+39.02- 92+10.00 DRAWN: JST CHK BY: DATE: 5-07-98 92+07.03- 92+03.51- 91+71.51-- 91+40.00 91+39.51--PbT, L 91+07,51-- ( 0 · 12 °Dn ) 0.12 °Dn-- RenEW COPY 'lAY 0a] 1998 NtT FOR FABR ICATION - 479.94- - 480.1~ - 480.22- -0.45o 0.0079 -- 480.47- (480.72) -0.45° 0.0078 - 480.79 -0,33° 0.0057 -- 480.9b DEFIaCTICE SLOPE DATA TANGENT ( Ft ) C08T'D 0N 3.4 MIKE ALBERT, INC. GIFFGR)-HILL-iIkMERICAN, INC. IPROJECT: 98-50B Ib'~ggTz 13 w! zrrea musScoAT w/BEGIN BORE (92+S0.00) CLASS 150 68 I 24" B303 BS/BB SPC w! 8' FED OUT, RT CLASS 150 67 i 24' B303 SPC BS/BB A66 w/1' THR OUT, UP CLASS 150 I 24' ADAPTOR 24w FL~, - B.F. VALVE (BY amERS) w/1' THR OUT, UP CLASS 150 A65 I 24' ADAIxlDR PIECE DESCRIPTION NO. BY DATE D4 D5 D7 D7 DET 32.00 32. O0 OUT= 32.00 32.00 OUT~- 1.41 1.41 0.67 0.67 OUT~ 1.07 1.07 DRAWNz JST ~ BY: DATE: 5-07-98 93+06.17-- 92+74.17-- 92+43.33 92+42.17-- 92+41.51 92+40.76-- 92+40.09-- 92+39.35 92+39.02-- INV STATION (P't) REVIEW COW IAY O0 1998 NCT FOR FABR -- 479.4: -- 479.66 -- 479.92- -- 479.99 - 479.9} -0.45· 0.0079 -- 479.9~ DEFLEC~I(BW SLOPE INV DATA TANGENT ( Ft ) COPP~XaT, aw TEXAS aleT,D FR~813 MIKE ALBERT, INC. GIFFO~D-HILL-AMERICAN, INC. IPIEu'EC~z 98-50B Imz 14 w/EXTRA BRUm4COAT w/BEGIN BORE (94+80.00) CLASS 150 74 i 24" 9303 BS/BB SPC CEASS 150 ~73 I 24' B303 as/BB SIDRT D4 D2 32.00 32. O0 21.25 21.25 CLASS 150 72 2 24" B303 BS/BB 64.00 71 STD 64. O0 ww//. END BO!~ (93+45.00) EXTRA BRUSPEDAT w/FT. aX~ CLASS 150 70 I 24' B303 BS/BB SPC ww//EXTRA B~USHCOAT FLEXPIKTTEX CLASS 150 69 I 24' B303 SPC PIECE D4 D4 DET REVZSICBI' 32.00 32.00 32.00 32.00 DI:~AWl(: JST CHK BY: DATE: 5-07-98 94+87.43- 94+55.42- 94+34.17-- 93+70.17-- 93+38.17-- 93+06.17- INV STATIOe~ IAY 08 NC'I' FOR FABR REVIEW COPY 1998 ATION - 477.98- - 478.24- - 478.4~ - 478.91- -0.45° 0.0079 -- 479.16~ - 479.41 DEFLECTIOe~ SLOPE ELEV DATA TANGENT ( Ft ) QIITtD FBC~ 14 MIKE ALBERT, INC. GIFFCRD-H17.L-AMERICRN, INC. IPRO, IgCT= 98-50B IS~EET: 15 TP77 76 75 PIECE ClaSS 150 24e GKT. - TEMP TEST PLUG W/2"THD. OUT. ww~8" FLG OUT, RT END ~ (95+30.00) ww~ EXTRA BRUSHCOAT CgA..q. S150 24' B303 BS/BB SPC CLASS 150 B303 BS/BB SPC DESCRIPTION DATE REVXSZON D14 D4 D5 D4 32.00 32.00 32.00 32. O0 SPL NOTEzREAD UP DIRAWN: JST Ct'IK BY: DATE: 5-07-98 95+51.41- 95+50.00 95+19.42-- 94+87.43- -0.45o 0.0079 -0.45o 0.0079 REVIEW COPY 'lAY 08 I~T FOR FABF 477.48 477.7} 477.9& DEFLECTION SLOPE INV DATA TANGENT (Ft) 1998 iI (X:)IIT'D FIllOK 15 MIKE ATaERT, INC. GIFFOBD-HILL-AHERI(IILN, INC. COPPELT,, TEXAS I PRCKTECT: 98-50B SImS'T: 16 REVIEW COW HAY O~ 1998 NOT FOR FABRICATION 24" B-303 SHORT PIPE ARRANGEMENT PC NO LL A 8X54 25.00 24' 11 1/2' A (CLASS '~ 50) REM. LENGTH 7.31 '1 m. Iv: JST m.~: 5-08-98 SPECIALS COPPELL, TEXAS GIFFORD-HILL-AMERICAN, INC. Im~ m~98-50B ls.m D1 REVIEW COW HAY 08 1998 NOT FOR FABRICAtiON 24" B-303 SHORT PIPE ARRANGEMENT PC NO LL A BX45 25.50 25' 5 1/2" BX73 21.25 21' 2 1/2" BxlO 16.25 16' 2 1/2" w/EX'mA ~T SEE SHEET D4. B (CLASS 150) PC NO LL B BX63 3.52 28' 10 BX29 10.00 22' 4 1/2" BX51(]) 8.00 24' 4 1/2" REM. LENGTH 3.40 1.17 8.~ I we. JST C~ 5-08-98 SPECIALS COPPELL, TEXAS GIFFORD-HILL-AMERICAN, INC. Lea. m. 98-50B Is,re' 02 RENEW COW HAY O~ 1998 NO]' FOR FABRICATION 25° - 5 'B" I FLANGE 8" FLANGE I I I "A" 8'- II I/2' 24" B-303 SHORT PIPE: ARRANGEMENT (CLASS 150) PC. NO. LL "A" PC. NO. LC.B' REMNANT L.L. ex52 (:D 18.00 17' - 11 1/2' ex4 (Z) 11.75 20' - 7 1/2' 3.08 NOTE: REMNANT LENGTH BASED ON JOINT RINGS ATTACHED. NOTE: DASHED LINES ARE CUT LINES. ~ w/e" R. ANC~ OUTLET -I COPPELL. TEXAS "GIFFORD-HjLL-AMERICAN, INC. ..... le.r,. m. 98- 0~)e !s~L,.t. 03 REVIEW COW HAY 08 1998 NOT FOR FABRICATION LA~NG t.[NGTH 'A' ~I"[X'[RA I~:CHN, ICN..LY NPAC1LrD MORTA~R COATING TO PRO~ SA/ISFACTORY I~:ARING FOR 'lH£ PiPE WITH EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS "A" "B" NO. I.D. 47 24" 150 32'-0' 28'-0' 48 2( 150 32'-0' 28'-0' 49 24' 150 32%0' 28'-0' 50 24" 150 32%0' 28'-0' BX51 24' 150 8'-0' 4'-0' Si~ SHORT RPE SCHD. SHEET 02. REMARKS (~) w/8" R. AN~ 0Ult, ET SCREED B-303 BELLS TO ACHIEV15: F CONSTANT OUTSIDE DIAMETER 1" EXTRA MECHANICALLY IMPACTED MORTAR ' COATING AT CONSTANT DIAMETER ALONG ENTIRE LENGTH 24' 8-303 PIPE WrTH EXTRA MECH. IMPACTED MORTAR COATING PIPE NO. CLASS REMARKS 56 150 57 150 58 150 61 150 62 150 68 150 69 150 70 150 74 150 75 150 76 150 (,?.) I~:T/98 I SPECIALS COPPELL, TEXAS 3 REVIEW COW flAY 08 1998 NOT FOR FABRIC^'IIO N el -I-I Pc ~ 21 27 30 38 64 67 76 --I LD. 24' 24' 24' 24' 24' 24' 24' CLASS 150 150 150 150 150 150 150 OUTLET SIZE 12' 8' 12' 8' 8' 'A' FLANGE OUTLET ON B-303 PiPE OUll.ET 'A' INFORMATION 3/6'R x 12' NIPPLE O.O. - 13 3/8" 18' - 3 1/2' 6' SCHD. 40 Sl1.. PIPE O.D. -, 6 5/8' 24' - 3 5/I6" 3/16'1E X 12'* NIPPLE O.O. ,- 9 3/8" 11' - 2 15/16" 3/16'R X 12" NIPPLE 3/16't X 12' NFPL( O.D, - ~3 3/'8" 29' - 0 !/4' 3/t6'! X f2' NIPPLE O.D. - 9 3/e' 30' - ~0 ~/16' 3/16'R X S2' NFPL[ O.O. · 9 3/8' T' - 4 15/16' 22 1/16' 22 t/~6" 22 1/16' 22 1/16" 22 1/16' 22 1/16' 23 1/16' NOTE: FOR OUTLETS 6' AND SMALLER. OMIT MORTAR UNING AND PAINT W/TNEMEC SERIES 140 POLYAMIDOMINE EPOXY OR SIMILAR NSF' APPROVED COATING. FLANGI~S |0" THROUGH 48' SHALL HA'V[ THE MORTAR COATING DELETED FOR 5'* BEHIND '114E FLANGE. CONTRACTOR IS TO COAT WITH CEMENT MORTAR IHEN ~ PIPE IS INSTALLED. "C" 9' 9' 9' 9" 9" 9' I0" COLLAR 3/~6'R x 6 ~/4' 3/16'e X 3/16'R X 4 3/8' 3/16'1E X 4 3/8' 3/~6'e x 6 1/4' .3/~6'R x 4 3/8' 3/16"R x 4 3/8' REMARKS W/6' X ..3' T.O.R.F. SEE FLG. ROTATION, SHT I)6. SEE FLG. ROTATION, SHT 136. W/EXT. B.C., SEE SHT 04 SPECIALS COPPELt., TEXAS REVIEW COPY HAY 0~ 1998 NOT FOR FABRICATION FLANGE ROTAllON DETAIL "A" FLANGE ROTAIlON DETAIL FLANGE ROTATION SCHEDULE DEGREES INCHES MEASURED ON O.C. OF NIPPLE 1.83 I/8" 1,83 TS~"E: C)~TAII.:" "B" SPECIALS COPPELL, TEXAS GiFFOROiHILL-AMERICAN, INC. ~mm,,m- 98-0508[sm:B' _ D6 REVIEW COW HAY 08 1998 NOT FOR FABRICATION IT., NO. WE O. L dO~NT 1 JONT 2 A2 24' B-BE:LL FLANGE 16 7/8" A3 24' FLANGE B-BELL 16 7/8"' A65 24'* B-SPIGOT FLANGE: 16 1/8' A66 24' FLANGE B-BD.L 16 7/8' T.O. WZ[ I'* 1'* I' STANDARD ADAPTORS 11'IREADE:D OUTLET DATA 1/2' 1HD. OUT. (IRON THO.) 3/4' 30001 STL. HALF CPt.. 3/4' X !/2' BRASS BUSHING 1/2' BRASS Pt. UG 3/4' 'NO. OUT. (mON 'roD.) I' 3oo0# STL. HALF CPt,. I' x 3/4' BRASS BUSlING 3/4' BRASS PLUG 1' 1140. OUT. (IRON 1HO.) I 1/4' 30001 Sl1_ HALF Cl:q,. I I/4' X 1' BRASS BUSHING 1' BRASS PLUG I/4' 1140, OUT. (IRON THO,) 1/2' 300011l Sl!_ HALF Cl:q,. 1/2" X I I/4" BRASS BUSliNG 1/4' BRASS PLUG I 1/2' too. out (CON TH0.) 2" 3000# STL HALF CPL 2' x I 1/2' BRASS BUSHWIG 11/2" BRA~ PLUG 2' TH0. out Oem N0.) 2 I/2" 30001 S11.. HAUr CPt.. 2 I/2' X 2' BRASS BUSHING 2' BRASS PLUG REQUIREUEN'~j NOTE:: S['[ STANDARD IqT11NGS DETAILS. ~,F~.~ TO S[CTION I r0e JOINT iNFORMATION AND S[C110N 2 roe ADAPTOR INFORMA110N, COPPELL. TEXAS REVIEW COPY MAY 08 1998 NOT FOR FABRICAllON PC. NO. 85 10= 24" DO CYL= 25 3/4" RADIUS- 31.00" TN, r.,E:NT- 7.10" PLATE- 3/16' LEG1 LEG2 LL- 0.75' LL= 1.05' X- 1.40" Y- 1.00" JOINT TYPE: B-303 SlcqG JOINT 1YPE: B-303 BELL LENGTH- 3 3/4* LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING RING OD- RING 00- CHECK LENGTH- 12 1/4'* CHECK LENGTH= 12 5/8' ANGLE= 25.82' CUT ANGLE= 6.454' DISTANCE AROUND CIR. CUT1 1) 0" 6 3/8' 2) 20 1/4' 4 15/16' 3) 40 7/16' 3 7/16" m': JST Cl~ 5-08-98 FULL CUTS= 2 OVERALL CAN LENGTH= 16 7/16" DISTANCE FROM END TO EA. CI, rr 10 7/16" 11 15/16" 13 3/8" TYPE 3 FITTINGS COPPELL, TEXAS REVIEW COPY HAY 08 1998 NOT FOR FABRICATION PC. NO. Bll ID= 24" OD CYL= 25 3/4" RADIUS- 31.00" TANGENT- 4.14" PLATE- 3/16' LEG'~ /,F,,.G2 I.L- 0.61' LL.., 0.80' X- 2.68" Y- 0.96' BEVEL= BEVEL- JOINT TYPE: B-303 SIqG JOINT TYPE: B-303 BELL LENGTH- 3 3/4' LENGTH- 4 '~/2' BACKUP RING: BACKUP RING: RING ID- RING ID- RING OO- RING OO,,. CHECK LENGTH= 10 9/16' CHECK LENGTH= 9 5/8" ANGLE= 15.20' CUT ANGLE- 7.601' DISTANCE AROUND CIR. CUT1 1) O" 8 9/16" 2) 20 1/4'" 6 13/16" 3) 40 7/16" 5 1/8' JST 5-08-98 FULL CUTS= 1 OVERALL CAN LENGTH= 11 15/16" DISTANCE FROM END TO EA. CUT TYPE 3 FITrINGS COPPELL, TEXAS GIFFORD-HILL-AMERICAN, INC. ~mr..,o. 98-508 Is,m D9 REVIEW COPY flAY 08 1998 NOT FOR FABRICATION PC. NO. B44 ID,- 24" OD CYL= 25 3/4" RADIUS- 31.00" TANGENT- 12.82" PLATE- 3/16' I.L- 1,27' LL- 1.48' X.., 1,92" Y-, 0.44" BEVEL- BEVEL= JOINT TYPE: B-303 SPIG JOINT/YPE: B-303 BELL LENGTH- 3 3/4" LENGTH- 4 1/2' BACKUP RING: BACKUP RING: RING 10- RING RING OD,- RING 130- CHECK LENGTH= 18 1/2" CHECK LENGTH= 17 ANGLE= 44.95' CUT ANGLE= 11.237' DISTANCE AROUND CIR. CUT1 '~) O' '~0 5/8" 2) 20 1/4' 8 1/16' 3) 40 7/16" 5 1/2" ell. m':. JST ~6'~._08_98 FULL CUTS= 2 OVERALL CAN LENGTH,,, 27" DISTANCE FROM END TO EA. CUT 17 13/16" 20 3/8" 22 15/16" FITtINGS COPPELL, TEXAS TYPE 3 GIFFORD-HILL-AMERICAN, INC. er.. ~98-50B !~ DIO REVIEW COPY flAY 0t3 lgil NOT FOR FABRICATION PC. NO. B46 ID= 24" OD CYL= 25 3/4" RADiUS- 30.75" TANGENT- 12.74' PLATE= 3/16" LL- 1.23' LL- 1.48' X-,, 1.52" Y,,, 0.52" BEVEL= BEVEL= JOINT TYPE: B-303 SINGOT JOINT TYPE: B-303 BELL LENGTH- 3 3/4" LENGTH- 4 1/2" BACKUP RING: BACKUP RING: RING ID- RING ID- RING GO- RING GO- CHECK LENGTH- 18" CHECK LENGTH= 17 3/4" ANGLE= 45.00' FULL CUTS= 2 CUT ANGLE= 11.250' OVERALL CAN LENGTH-- 26 1/2" DISTANCE DISTANCE FROM END TO EA. CUT AROUND CIR, CUT1 CUT2 i) 0" 10 3/16'' 17 5/16" 2) 20 1/4' 7 5/8' 19 7/8' 3) 40 7/16" 5 1/16" 22 7/16" ew. m.: JST o,~5- 8-98 TYPE 3 FITrINGS COPPELL. TEXAS REVIEW COPY flAY 08 1998 NOT FOR FABRICATION PC. NO. B53 ID= 24" OD CYL= 25 3/4" RADIUS- 31.00" TANGENT- 12.84" PLATE= 3/16'' LL- 1.29' I.L- 1.49' X,., 2.14" Y.,,, 0.54'' BEVEL- BEVEL= JOINT TYPE: B-303 SPIG JOINT TYPE:: B-303 BELL LENGTH- 3 3/4" LENGTH- 4 1/2' BACKUP RING: BACKUP RING: RING IOta RING ID,,, RING 00- RING O0- CHECK LENGTH= 18 3/4' CHECK. LENGTH= 17 7/8" ANGLE= 45.00° CUT ANGLE- 11.250' DISTANCE AROUND CIR. CUTI 1) o' 10 7/8' 2) 20 1/4' 8 5/16' 3) 40 7/16" 5 3/4' m.~ JST o,,~: 5-08-98 FULL CUTS= 2 OVERALL CAN LENCTH,= 27 3/8" DISTANCE FROM END TO EA. CUT 18 1/16'' 20 5/8" 23 3/16' 1YPE 3 FITTINGS COPPELL, TEXAS GIFFORD-HILL-AMERICAN. INC. mr.. m~gB-50B Is. Et't D12 REVIEW COW flAY 1998 NOT FOR FABRICATION PC. NO. B55 IO= 24' OD CYL= 25 3/4" RADIUS- 30.75' TANGENT- 12.74' PLATE= 3/16' LL= 1.49' LL- 1.28' X= 0.64' Y= 2.12' BEVEL= BEY[L= JOINT TYPE: B-303 BLrLL JOINT TYPE: B-303 SPIGOT LENGTH- 4 1/2' LENGTH- 3 3/4" BACKUP RING: BACKUP RING: RING ID= RING ID== RING O0= RING 00= CHECK LENGTH== 17 7/8' CHECK LENGTH= 18 5/8' ANGLE= 45.00' CUT ANGLE= 11.250' DISTANCE AROUND CIR. CUT1 '~) 0" 9 5/~6" 2) 20 1/4' 6 3/4" 3) 40 7/16" 4 3/16" ~ 5- 8-98 FULL CUTS= 2 OVERALL CAN LENGTH= 27 1/4' DISTANCE FROM END TO EA. CUT CUT2 16 7/16" 19" 21 9/16' TYPE 3 FITTINGS COPPELL, TEXAS REVIEW COPY HAY 08 1998 TP1 24' 1/4' TP77 24" 1/4' B-SPIGOT B-SPIGOT T.O. SIZE 2' 2' TEMP TE:ST ;tug ( ) X X limeme STANDARD DISHED HEAD PLUGS THREAX:)EO OUTLET DATA 1/2" 'IHD. OUT. OK'ON NO.) 3/4' ,,~:X)01 5TL. HALF Cl:q., 3/4' X l/2' mASS B~.:~41NC I/2" BRASS PLUG 3/4" NO. OUT. (IRON I' ,lO(X)itl Sl1,. HALF CPL. 1' x 3/4' mASS BUSHING 3/4" BRASS PLUG 1' 11-10. OUT, (IRON I I/4' 30001 STL. HALF CPL I t/4' X I" BRASS BUSHtNG 1' BRASS PLUG ~ ~/4' TO. OUt (WON NO.) 1 I/2' 3000l STL. HALF CPt.. I I/2' x i 1/4' BRASS 9USHNG 1 t/4" BRASS PLUG I I/2' THD. OUt (IRON 1HD.) 2' 301301 St HALF ~ 2' X t ;/2' mASS I~ i I/2' BRASS PLUG 2" 1140. OUt (NON 2 t/2' 30001 SIL HN, F CPt, 2 I/2" X 2' BRASS BUSf~NG 2' BRASS PLUG SPEQAL REQUIREMENTS NOTE: SE: $TANONm re'riNGS O~TNLS. eerEe TO S[CTION I FOR JOINT INFORMAlION AND SECTION 7 FOe 06NE:D HEAD INFORMATION. FITTINGS COPPLrLL, TEXAS REVIEW COW flAY 1998 NOT FOR FABRICATION CLASS RING FLANGES I.D. 0r 140. 0r O.O. 0r 1HICKN~SS O.O. OF B.C. OF THICKNESS 140. 0r 0fAME'I*ER 'A' R[Q'O. '66 °C' 'E" 'F' '6. R(Q'O. 6(X.T HOL£S 3. 3 1/2f' SCH. 40 511) 150 SUP ON IrLG 4 4' 4 112' ~. 40 f 7 V2' 5166 8 3/4' 66 1 EA. 6 5/66 SO-,. 40 12.' It' 9 I/2' 11/16. 8 7/8' 8' 6 ~ 9 3/66 3/16' 12.' 13 1/2' I13/4' 11/t6. e 7/8" 166 II 3/66 " 16" 14 1/4' 11/16' 12 I' 12' 2 EA. 13 3/66 ' 12" ~9' I/' 13/166 12 t4' 15 1/4' ' 21' 18 3/4' 15/16. 12 11/66 16' 17 3/66 ' 23 1/2' 2~ I/4' 1' 18" 19 25/3Z' ' 25' 22 3/4' 11/1666 16 I 1/4" 20" 21 25/32' ' 27 I/2' 25' 11/66 20 I I/4' 24' 4 EA. 25 3/4' ' 12" 32' 29 1/2' 1 I/4' 20 I 3/66 30' 31 7/66 ' 38 3/4' 36' I 3/8' 28 36" 37 7/66 3/166. 46' 42 3/¢ I 5/8' 32 I 5/66 D RING FLANGE SCHEDULE OF SIZE BOt. TS 5/66 s/66 3/4' 7/66 7/66 !' 1/66 i/4' BLIND AND/OR REDUCING FLANGES MAM~ACTURING TOL[RANC[S: I( I)lAMf. itR OF Irt. ANC, E ........+1/166 OUTSII)( DmAMETER Or Ft, ANGE ...... _-1:1/66 I~IDE CIItCUMF'ERE3,,ICE Ft,,kNESS..O.OI(:)' TH~KNESS OF FLANGE...+1/66 BOLT CmRCLE .................. + 1/16' OUl'S~0E CmCUMFE:RENCC FU~TNESS...O.020' NO. OF OO. OF THICKNESS FLANGES FLANGE OF FLG. REQ'D 'E" 'Ct' 3. ~ tMk9 4' 9' 0.625' 66 x 3'1 I EA. !1' 0.692' 666 13 1/2' 0.805' Io' 16" 0.947' 14' 21' 1.127' I~' 23 1/2' 1666 25" ~ .32~" 20' 27 I/2" 1.442' 2¢ 32' ~ .65T ~ 38 3/¢ 2.00~ 3666 4~" 2.36g' NO. & DIA. B.C. OF SEE Or ~ 13t'THL BOLT HOLES 'r NO. ;.4.3/4' e" 8 · 3/4' 7 1/2' 8 · 7/66 9 t/2' 'A' 8 · 7/66 I1 12. 1' 14 1/4' 12 - 1' 17" 12 · I 1/8' 18 16.1 I/8' 21 16- I 1/4' 22 3/4' 20- ! 1/4' 20. I 318' 29 28-. I 3/e' 38' 32- I 5/8' 42 3/4'i ALL FLANGE GASKETS SHALL B( FULL FAC[ !/66 1141CK RUBBER UNLESS OTHERWISE NOI'~D. -I COATING LIMITATIONS SIZ[ THICKNESS ' Y -66 3166 NOTE 1: THESE RANGES CONFORM TO AIRNtA C207 CLASS D, TABLE 2. NOTE 2: DRILLING CONFORMS TO ANSI B 16.1 CLASS 125. 8/98 DETAIL "A" 6'x 3' TORF Q:)s: roD. ouT..(,RO. roD.) 3 3000# STL. HALF CPLG. 3" BRASS PLUG ,FOROU~6. ANOSMN. LER. 0MIT LINING .&NO PNNT WITH BITUMASTIC SUPER TANK SOLUTION. FLG. SCHD. NO. 1 FLANGE SCHEDULE IGsFFORD-HmLL-AMER CAN. INC. COPPELL TEXAS , oer,. m. 98-0501s,E~ 015 REVIEW COPY HAY 08 1998 NOT FOR FABRICATION QUANTITY SIZE d 1" 3OOO# · ~ I' X 3/4" BRASS ,n 3/4" BRASS d 4 EA. ! ~/4' 30001 '-: 4 EA. 1 I/4" X I" BRASS '- 4 EA. 1" BRASS 2 EA. 2 I/2" 3000J 2 EA. 2 1/2"X 2' BRASS 2 EA. 2" BRASS d 1 EA. 3" 3000J 1 EA. 3" BRASS 2 EA. ~ 25 ...., 1 EA. 2511 CAN ,, L.F. 3/8'; ,, EA. 12 EA. 24" B-303 OAlt DESCRIPTION STL. HALF CPLG. BUSHING PLUG STL. HALF CPLG. BUSHING PLUG STL. HALF' CPLG. BUSHING PLUG STL. HALF CPLG. PLUG ADDITIONAL MATERIAL QUANTITY SIZE 1 EA. 6' 8 EA. 3/4" X 3' DESCRIPTION t150 FLANGE GASKET BOLT W/NUT 1/4"E DISHED HEAO (WP= 150 PSI) CemlO0~ Ke-,6~ S.F.m 2" NO PAPER "lB OISHED HEAD (WP- ,,, PSI) Ce-IOQ% Ke-6% S.F.- 2'' NO PAPER JOINT LUBRICANT MILD STEEL ROD FOR WELDED JOINTS CPLG. W/PLUG FLEX-PROTEX QUANTITY 65 EA, 2 EA. 4 JOINT WRAPPER PIpE TYPE OF WqD TH 51ZE B- 303 7' 24' X 12' 16' X 12' 27" X ~buLE PIPE REMARKS 12' FLG. 24~" FLG, DRAttNBY:JST CHECKED: OA1T,: 5/8/98 ADDITIONAL MATERIAL COPPELL, TEXAS GIFFORD-HILL-AMEF~ICAN, INC. OwG. NO. 98,050~ I sHr. 016i ,_)