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WA9601B-SP 990216 (2)Mr. Kenneth M. Griffin, P.E. City of Coppell Post Office Box 478 Coppell, Texas 75019 SHIMEK, JACOBS & FINKLEA, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS Date: February 16, 1999 Re: City of Coppell, Texas Sandy Lake Road Water Line We are transmitting herewith 1 copies of the submittal data furnished by These copies have been reviewed and marked as follows: No No. Exceptions Dwg. No. Sheets Dwg. Description Taken Rejected Concrete Pressure Pipe Project Hanson Concrete Products, Inc. Explanation Make Revise Submit Corrections and Specified Noted Resubmit Items Remarks: ' ~ By: eTacoTe .... Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the d ept 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. j:\clefieal~coppellLo6-15Oxshop-dwg~shop-dwl.doc I I CONCRETE PRESSURE PIPE PROJECT LOCATION - OWNER - DESCRIPTION - COPPELL, TEXAS CITY OF COPPELL SANDY LAKE ROAD WATER LINE WAGON WHEEL RANCHD ELEVATED TANK TO DENTON TAP ROAD 9620 LF 24" B-303 PIPE CLASS 150 16 LF 16' B-303 PIPE CLASS 150 HANSON CONTACTS FOR THIS PROJECT ARE ENGINEERING - MIKE HENSON (972) 262-3600 SALES - JIMMY DO'P( (972) 262-3600 DELIVERY _ TOM PAGE (972) 262-1571 / Zng .,ne__rr EXCEPTION TAKEN [] MAKE COF~RECTI L"' %'~L4~'~FgAc 'US X. ~F~I~LEA, L.L.P. [] REJECTED [] REVISE AND F,'.ES'J':X;v'iIT [] SUBMIT SPECIFIED Vi'EM Checkin.",. is only fo! .~;ene:'s! conform;nce wiq~ concop" of +he pio;er:L ,:m:; information giv,Tn in t2~: shcwq i:~ sub!oct to .X,'; r:7~i;!! e~'r"'~FJ9 oi th':: ph;'n5 and !,pedfic~tions- Comra,-tcr i~ ~c-'!':" i~',e fort di;~en:ions whkh shaft be confi:m'?:, ~nd ::i: c?:~::'d a,t the !oh site; tltl:H/lc~ion processes ~nd to( iq',ques of const.'u~'tion, Wl of f'~s work w:';i~ Li:,'at of li~lli~ I~ work in ,?- s;::~e andlC~Of''nner' f.,HtMEK, jACOBS & FINKL;j,q~,x CONTp,~CloRS i:7~,;;., t~I~II, ILIlIIG EHGtNEERS DA S, HANSON Concrete Products, Inc. MANUF4CTUItER OF CONCRETE PRESSURE PIPR DALLAS HOUSTON VICTORIA LUBBOCK REVIEW COPY F E B 0 8 1999 NOT FOR FABRJCATION ADAP - .N:)APTOR ATr'D - ATTACHED BC - BRUSH COAT BEVL - BEVEL BF - BLIND FLANGE BHC - BEGIN HORIZONTAL CURVE BOP - BOTTOM OF PIPE BRPE - BACK-UP RING PLAIN END BUR - BACK-UP RING END BVC - BEGIN VERTICAL CURVE B&:P - BEVEL & PULL CB - COMBINED CCP - CONCRETE CYLINDER PIPE CL - CLASS CP - COMBINED PULL CPE - CLYINDER PLAIN END CPI - COMBINED POINT OF INTERSECTION CPPE - COUPLING PLAIN END CT - COMBINED TURN DET- DETAIL DH - DISHED HEAD DN - DOWN D&:T - DRILLED &: TAPPED EB - E-301 BELL ECC - ECCENTRIC EFLG - CLASS "E" FLANGE EHC - END HORIZONTAL CURVE ELEV- ELEVATION ES - E-301 SPIGOT EVC - END VERTICAL CURVE EXT - EXTRA FBO - FLANGE BLOW-OFF OUTLET RK - FLANGE INSULATION KIT FLG - CLASS 'D" FLANGE FO - FLANGE OUTLET FOB - FLAT ON BOTTOM FORF - FLANGE OUTLET REDUCING FLANGE FOT - FLAT ON TOP FT - FEET GKT - GASKET HEB - HARNESSED E-301 BELL HES - HARNESSED E-301 SPIGOT HH - HAND HOLE HLB - HARNESSED L-301 BELL STANDARD ABBREVIATIONS HLS - HARNESSED L-301 SPIGOT HP - HORIZONTAL PULL HBB - HARNESSED B-303 BELL HPI - HORIZONTAL POINT OF INTERSECTION HPL - HORIZONTAL PIPE LENGTH HBS - HARNESSED B-303 SPIGOT FIT - HORIZONTAL TURN INV- INVERT JHA - JOINT HARNESS ASSEMBLY LB - L-301 BELL LD - LAYING DIRECTION LS - L-301 SPIGOT LT - LEFT MEB - MORTARED E-301 BELL MES - MORTARED E-301 SPICOT MJB - MECHANICAL JOINT BELL MJPE - MECHANICAL JOINT PLAIN END MLB - MORTARED L-301 BELL MLS - MORTARED L-301 SPIGOT MBB - MORTARED B-303 BELL MPE - MORTARED PLAIN END MBS - MORTARED B-303 SPIGOT BB - 8-303 BELL PCC - POINT COMPOUND CURVE PE - PLAIN END PRC - POINT REVERSE CURVE BS - B-303 SPIGOT PWEB - PLANT WELD E-301 BELL PWES - PLANT WELD E-301 SPIGOT PWLB - PLANT WELD L-301 BELL PWLS - PLANT WELD L-301 SPIGOT PWBB - PLANT WELD B-303 BELL PWBS - PLANT WELD B-303 SPIGOT QTY - QUANI1TY RCB - REINFORCED CONCRETE PIPE BELL RCS - REINFORCED CONCRETE PIPE SPIGOT RF - REDUCING FLANGE RT - RIGHT SCRD - SCREED SFBF - SMOOTH FLOW BLIND FLANGE REVISION SHT - SHEET SLB - SCREEDED L-301 BELL SLS - 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 STD - STANDARD TAN - TANCENT TES - TRIMMED E-301 SPIGOT TLS - TRIMMED L-301 SPIGOT TO - THREADED OUTLET TOP - TOP OF PIPE TORF - THREADED OUTLET REDUCINC FLANGE TBS - TRIMMED B-303 SPIGOT VCPE - VlCTAULIC COUPLING PLAIN END VP - VERTICAL PULL VPI - VERTICAL POINT OF INTERSECTION VI' - VERTICAL TURN WFPE - WALL FITRNG PLAIN END WPE - WELDING PLAIN END SHED NO. 1 2 2A 3 4 5- Ol -D D D ABBREVIATION &: INDEX COPPELL, TEXAS INDEX DESCRIPTION TITLE SHEET INDEX SHEET ORIENTATION SHEET GENERAL INFORMATION PIPE DESIGN LAYOUT SPECIAL PIPE &: FITTINGS FLANGE SCHEDULE ADDITIONAL MATERIAL HANSON Concrete Products, Inc o~..o. 98-1338 [s.~'t 2 ,,,) REVIEW COPY F E B 0 8 1999 J'~01' FOR FABR4CATi0N PROTECTIVE WIDTH OF WRAPPER TO BE STEEL STRAP THREADED 9" FOR 36" PIPE AND LARGER, CEMENT MORTAR, Z "' ,...~.m~ ~TIONAL MATERIAL SHEET. FIELD. SEE - · ' - - --~ ' - - E OURED I. -'.....: ".: . . . ~ '.....~. EME.T MORTAR PRIOR TO ENGAGEMENT. PLACED IN FIELD. STANDARD RUBBER GASKET JOINT APPUCABLE TO ALL TYPES OF PIPE MANUFACTURED BY G-H-A. ,NOTE "A" PROVIDE 1" MINIMUM THICKNESS CONCRETE OR MORTAR COATING IN THE FIELD FOR THE PROTECTION OF ALL EXPOSED STEEL SUCH AS FLANGES, CAULKED JOINTS, THREADED OUTLETS, CLOSURES, ETC. THE CEMENT MORTAR USED SHALL CONSIST OF ONE PART PORTLAND CEMENT ,TO 'I1NO AND ONE-HALF PARTS OF FINE, SHARP (PLASTER) SAND. WHERE SHOWN, CCAT1NG IS TO BE REINFORCED WITH WIRE MESH, COATING APPLIED IN THE FIELD WRAPPER, SEE STANDARD RUBBER WRAPPER: SEE STANDARD GASKET JOINT DETAIL LAND AND BOLTI S !' RUBBER GASKET JOINT DET~ PROTECTIVE COATING SUPPLIED BY OTHERS, APPL ED IN FIELD. ' SEE NOTE 'A", ":":~.,~~1~~E SEE NOTE NOTE 'e" MECHANICAL JOINT CONNECTIONS FOR VALVES AND OTHER TYPES OF PIPE. FLANGE CONNECTIONS ABOVE ALSO APPLICABLE TO CAULKED FOR AIR VALVES, ACCESS MANHOLES, FLANGED GATE VALVES, ETC. JOINTS AND FLEXIBLE COUPLING CONNECTIONS, NOTE "B" ANY SURFACE RECEMNG A CEMENT MORTAR COATING SHALL BE THOROUGHLY CLEANED AND WETTED WITH WATER JUST PRIOR TO PLACING THE CEMENT MORTAR COATING. AFTER PLACEMENT, CARE SHALL BE TAKEN TO PREVENT CEMENT MORTAR COATING FROM DRYING OUT TOO RAPIDLY BY COVERING WITH DAMP EARTH OR BURLAP. SOME SHRINKAGE CRACKING MAY OCCUR; SHRINKAGE CRACKS LESS THAN 1/8" WIDE IN OTHERWISE SOUND JOINT MORTAR ARE GENERALLY CONSIDERED ACCEPTABLE, CEMENT MORTAR COATING SHALL NOT BE ALLOWED TO FREEZE. SEE NOTE "D" THRUST BLOCK NOTE "D" THRUST BLOCK SHOULD NOT UMIT THE FLEXI- BILITY OF THE JOINTS. THRUST BLOCK DESIGN SHALL BE DETERMINED THROUGH CONSIDERATION OF EXISTING SOIL CONDITIONS BY THE OWNER AND/OR ENGINEER. THRUST SHOWN ON LAYOUT DRAWINGS ARE BASED ON PIPE DESIGN PRESSURES. CONCRETE CRADLE, ENCASEMENT, OR STRUCTURE WALL CONNECTION NOTE "C" IN ORDER TO PROVIDE FLEXIBILI'P( IN THE EVENT OF DIFFERENTIAL SETTLEMENT, A RUBBER GASKET JOINT SHALL BE WITHIN 2' OF A RIGID SUPPORT FOR PIPE 24" DIAMETER AND SMALLER, A FLEXIBLE JOINT SHALL BE WITHIN ONE PIPE DIAMETER OR 5' OF A RICIO SUPPORT, WHICHEVER IS LESS, FOR LARGER PIPE. GENERAL FIELD INFORMATION HANSON Concrete Products Inc. SUBJECT TO OWNER'S AND/OR CONSULTING ENGR'S SPECIFICATIONS AND/OR APPROVAL DWG. NO. 98-- 133B I SHT. 3 I REVIEW COPY "') F E B 0 8 1999 ") NOT FOR FABRICATION 32'-3 1/4' OVERALL LENGTH OF STANDARD PIPE · 32'-0" NOMINAL LAYING LENCTH OF STANDARD PIPE 3 I/4" NOM. LAF · ·.,, "H" MIN. MECHANICALLY COMPLETE COIL PARALLEL STEEL IMPACTED MORTAR'''~ CEMENT MORTAR · TO END OF PIPE CYLINDER' POURED IN FIELD- COATING3/4" MIN 5' SPIRALLY WOUND C,.. ~. SIZ I OT-3 4" MAX. '' · m REINFORCEMEN T '" 'x,.,' ~' t .: :.' t' ,t ,P. ~..,e,. ,,,.-.. ~ :"> 33 ~,,~"l rr~ 22t''': AR ~ COMPLETE COl TO END O~ PIPE J J ' CENTRIFUGAL ~ MORTAR UNING o ~ NOI~INAL ~NSIDE JOINT SPACE o~ " u ~ CEMENT MORTAR z<c o o ' c5 M4933 X 4 1/2" ~> -21/32" ,8" SYNTHETIC d ~ RUBBER CASKET B-503 ASSEMBLED JOINT SECTION BAR-WRAPPED MANUFACTURING DATA TOTAl. AS STEEL CYLINDER SPIRALLY WOUND REINFORCEMENT '~. O.D. I.D. DE.~GN AU.OWABLE GHA LD. O~ BEll COA'T1NG OF RPE OF PBESSUR[ (~PlH PER LI~:AR O.O. OF GAG[ OR COIL OR As PER C11., TEST AS PER ROD COILS F~:R MR[ JOINT RiNG letlICK. BID. ro01 CYUNOER II.ICKNEf3 Sq[ET UNEAR FT PI~S,~PSI UI~AR FT. LINEAR SPAC1NG AT BEll ~ OR CLASS OF *A" PSI CO~R SQ, IN, *B" 'T" MD1H SO. IN, fs-27,000, SO, IN. FOOT "D' 'J* 24' 150 29' S3 1.28 25 3/4" //14 GA 48" 0.90 158 0.38 I/4" 7,82 1,54" 26 1/4" 3/16' 1" 29" 16" 150 50' S3 0,94 17 3/e' jh6 GA 36" 0,72 188 0,23 7/32" 6,00 2,00' 17 7/e" 3/16" 1' 20 ~/2" CONCRETE CYLINDER PIPE INSTAI kLLATION DATA E MAXIMUM DEFLECllOR APPROXIMATE F OF $TANDARO JOl, I1 V~IGH T E ANGLE. OFF'S[1, OF S1D. D~GR[ES FT-IN Pf[-LBS. 1.63' 0'--11" 6,202 2,40' 1'-4 1/8' 3,738 ..... 1/2'j 4 REV~SK~I DR. BY: DW B-303 PIPE DESIGN CHECKED: DATE: 2--4--99 COPPELL, TEXAS HANSON Concrete Products, Inc ow'G, NO. 98-- 133B LSI'~ET 4 TP14 -TP4 17 1 16 i 15 THRU 14 2 BX1 i PIECE NO. ADDITIONAL MATERIAL REQ'D 24" BS TEMPORARY TEST PLUG w/2" T.O. w/6"x 3" TORF w/6" FIK w/6" FLG OUT, UP CLASS 150 24" B303 SPC BS/BB 24~ CLASS 150 B303 STD ES/EB 4se CLASS 150 B303 STD BS/BB 24me CLASS 150 B303 SPC SS/SS CONNECT TO 24" FROM ELEVATED STORAGE TANK HCP JOB No. 98-132B DESCRIPTION D2G Dq DET SIlT 32.00 32.00 32.00 32.00 448.00 448.00 20.00 20.00 SPL HPL 7+47.30-PULL 7+25.00 7+25.00 7+15.30--PULL 6+83.30- 2+35.30- 2+15.30- INV STATION (Ft) REVIEW COPY F E B 0 8 1999 NU I I-UH i-A JPaGA110N O.10oDn-* (0.33°Dn) - 513.92- (513.98) 0.23oDn- -0.06o 0.0010 0.17° 0.0030 513.95- 513.85. 0.17o 0.0030 512.51. 512.45 DEFLECTION SLOPE INV ELEV DATA TANGENT ( IPc ) ql TONS OF TMRUS/ .TEST NO. BY DATE REVISION DRAWN: NWB CHK BY: DATE: 2-02-99 HANSON Concrete Products, Inc. COPPEEL, TEXAS I PROJECTs 98-133B I SHEETZ 5 24 23 22 21 20 19 18 PIECE NO. w/ I 24" 2 24" w/_ w/ i 24" w/ i 24" I 24" I 24" EXTRA BC CLASS 150 B303 SPC ss/ss CLASS 150 B303 STD ss/ss 24" FLEX PROTEX EXTRA BC CLASS 150 B303 SPC BS/BB EXTRA BC CLASS 150 B303 SPC es/ee CLASS 150 B303 STD es/ee CLASS 150 B303 STD es/se DESCRIPTION D7 D7 32. O0 32. O0 64. O0 64. O0 32, O0 32, O0 32 · O0 32.00 32. O0 32. O0 32. O0 32.00 DET SPL SIlT HPL NOTE=READ UP DRAWN= NWB CHK BY: DATE = 2-O2-99 REVIEW COPY F E B 0 8 1999 NOT FOR FA-3PJCATION 9+71.30-- 9+39.30- 513.2~- 30 LF BORE 513.38-- 8+75.30-- -- 513.56-- 8+43.30- 513.65-- 30 LF BORE. 8+11.30- - 513.74- 7+79.30- 7+47.30-PULL -- -- 513.83-- -0.16° 0.0028 0.10°Dn- -- 513.92-- INV STATION (n) DEFLECTION SLOPE INV ELEV PLAN DATA TANGENT (Ft) READ UP HANSON Concrete Products, Inc. COppFr.l., TEXAS [ PROJECTs 98-133B I SHEET= NO. BY DATE REVISION 6 CLAS8 150 49 i 24" 8303 BS/BB 32.00 STD 32.00 CLASS 150 B48 i 24" B303 BS/BB 2-CUT BEND 30.00° 1.50 1.50 HPI= 1.59 1.59 CLASS 150 47 i 24" B303 BS/BB 32.00 STD 32.00 CLASS 150 BX46 i 24" B303 BS/BB SHORT 45 CLASS 150 THRU 20 24" B303 BS/BB 26 STD w/24" FLEX PROTEX w/~-xTRA ec DESCRIPTION CLASS 150 25 i 24" 8303 SPC ss/ss D5 07 DBT SHT ND. BY DATE REVISION 9.00 9.00 640.00 640.00 32.00 32.00 SPL HPL DRAWN: NWB CHK BY: DATE: 2-02-99 17+19.38-- 16+87.38-- 16+85.88-- 16+84.29- 16+52.29-- 16+43.29- 10+03.30-- 9+71.30-- STATION (Ft) REVIEW COPY FEB, 0 8 1999 NOI FOR FAE'RiCATION 30.O0°Lt- - 511.19- - 511.28-- -- 511.29- - 511.29- -- 511.38-- -- 511.41-- - 513.20-- -0 · 16° 0.0028 - 513.29- 2Z TONS OF THRUST L 031TI°D ~ 6 DEFLECTION SLOPE ELEV PLAN DATA TANGENT (Ft) READ UP HANSON Concrete Products, Inc. COPPELL, TEXAS I PROJECT: 98-1338 I SHEET: 7 62 61 60 THRU 52 B51 BXSO PIECE NO. BY 1 1 9 1 w/6" FLG Tang OUT, LT CLASS 150 24" B303 BS/BB SPC 32.04 32.04 CLASS 150 24" B303 BS/BB 32.00 STD 32.00 CLASS 150 24" B303 BS/BB 288.00 ST/) 287.97 4w CLASS 150 B303 BS/BB 2-CUT BEND 30.01° CLASS 150 B303 BS/BB SHORT DESCRIPTION D~ DET SPIT DATE REVISION 1.50 1.50 CPI= 1.50 1.50 25. O0 25.00 SPL HPL DRAWN: NWB CHK BYS DATE: 2-02-99 REVIEW COPY F E B 0 8 1999 NOT FOR FADR4GAfiON 20+99.39-PULL 20+75.00 20+75.00 20+67.35--PULL 20+35.35-- 0.35°Up- (1.46°Up) 1.11°Up- -- 506.77-- (506.49) 0.30e 0.0053 - 506.60- -0.81o 0.0141 - 507.05- SPIGOT VIEW 17+47.38- 17+45.88- 17+44.38- 17+19.38- INV STATION - - 511,10- -0.81° 0.0141 30-00°Rt ~ 0.65°Dn- -- 511.12-- 30.Ol°Cb ZZTONS -0.16° OFTHRUST 0.0028 - - 511.12- -0.16° 0.0028 - -- 511.19- DEFLECTION SLOPE INV ELEV PlAN DATA TANGENT (Ft) READ UP HANSO~I Concrete Products, Inc. COPPELL, TEXAS [ PROJECTs 98-133B [ S~'ETs REVIEW COPY F E B, 0 8 1999 NOT Fra FAB31CAIION -) (X)NT'D ON 10 24" FIG BFV BYOTHERS w/1" THR arE, UP CLASS 150 A66 i 24" ADiM~fOR BS/FL~ Dr3 CL~S 150 C65 I 24" BS x 24" CYL PE x 24" CYL PE x 24" BB CROSS ~/2 EA. 24" C"ZL PE x 12" FLG REDUCER ATT ' D 0.67 0.67 1.07 1.07 2.20 2.20 2.29 2.29 CLASS 150 64 I 24" B303 B~/BB 32.00 STD 32.00 CLASS 150 BX63 I 24" B303 BS/BB D~ SNORT PIECE DET SPL QTY DESCRIPTION NO. Slit HPT. 16.01 16.01 21+53.62- - 507.39- 21+52.95- 21+52.20 - 507.38- 21+51.88- - 507.37- 21+49.68- - 507.34- 21+47.39- - 507.32- 21+15.39- 20+99.39-PULL 0.35°Up- -- 506.95- 0.65° 0.0114 -- 506.77-- INV STATION DEFLECTION SLOPE INV DATA TANGENT (it) READ UP NO. BY DATE REVISION DRAWN= NWB CHKBY= DATE= 2-02-99 HANSON Concrete Products, Inc. 9 PIECE NO. CLASS 150 75 i 24" 8303 STD BS/SB CLASS 150 BX75 I 24' 8303 SHORT BS/Be 74 CLASS 150 THRU 5 24" 8303 70 STD ss/Bs W/6" FLG OUT, RT CEASS 150 69 i 24" 8303 SPC es/8e CLASS 150 68 1 24" 8303 STD BS/eS .w/1" THROUT, UP CLASS 150 A67 I 24" ADAPTOR FLG/BB QTY DESCRIPTION D~ D~ Or3 DET SlIT 32.00 32.00 10.58 10.58 160.00 159.99 32.00 32.00 32.00 32.00 1.41 1.41 SPL HPL 24+21.59- 23+89.59- 23+79.01- 22+19.02-- 22+10.00 21+87.03- 21+55.03- 21+54.37 21+53.62-- INV STATION REVIEW COPY F E B 0 8 1999 r40T FOR FAB, n,4CATION - - 510.4a - - 510.08 - - 509.96 - 508.13 - 507.77- - 507.40 0.65" 0.0114 -- -- 507.39 DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) CONT'D ON 11 NO. BY DATE REVISION DRAWN: NWB CHK BYz DATE: 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS [ PROJECT: 98-1338 [ SHEETZ 10 RE ,, .~;:W OOPY F E B 0 8 1999 NOT FOR FAB3~CAIION CONT'D ON 12 79 NO. 78 1 A77 1 A76 ~S 150 24" B303 STD w/6"x 3" TORF w/6" FIK w/6" FLG OUT, UP ss/ee CLASS 150 24" B303 SPC BS/BB w/1" THROUT, UP CLASS 150 24" ADAPTOR F~3/BB 24" FLG BFV BY OTHERS w/1" TaR OUT, UP CEASS 150 24" ADAPTOR 'BS/EG DESCRIPTION Dg DET SHT 32.00 32.00 32.00 32.00 1.41 1.41 0.67 0.67 1.08 1.08 SPL 24+88.75-- 24+56.75-- 24+26.25 24+25.00 24+24.75--PULL 24+24.50 24+23.34-- 24+22.67- 24+21.91 24+21.59- INV STATION (m) -0.14° 0.0024 510.33- 510.40- (0.79°Dn) (510.48) -0.13o 0.0023 O.78°Dn- -- 510.48-- 0.65° 0.0114 0.65° 0.0114 510.46- 51o.45-- 5 10.44*- DEFLECTTON SLOPE INV EEEV DATA TANGENT ( Ft ) COIrE'D FRC~ 10 DRAWN: NWB CHK BY: DATE: 2-02-99 HANSON Concrete Products, Inc. O3PPEEL, TEXAS I PROJECTz 98-133B I SHEET: NO. BY DATE REVISION 11 99 CLASS 150 98 3 24" B303 97 STD BS/BB w/6" FLG OUT, LT CLASS 150 96 i 24" B303 SPC BS/BB 95 CLASS 150 THRU 7 24'" B303 89 STD ss/ee W/6'" FLG OUT, RT CLASS 150 88 i 24'" B303 SPC ss/ss 87 ClJ~S 150 THRU 7 24'" B303 81 STD ss/ss w/. 6'" FLG OUT, RT CLASS 150 80 I 24'" B303 SPC es/ee PIECE NO. DESCRIPTION D8 D8 D~ 96.00 96.00 32.00 32.00 224.00 224.00 32.00 32.00 224.00 224.00 32.00 32.00 31+28.75-- 30+32.75-- OUT= 30+10.00 30+00.75-- 27+76.75-- OUT=- 27+60.00 27+44.75-- 25+20.75-- OUT=- 25+10.00 24+88.75-- DET SPL INV STATION SPIT HPL ( Ft ) NOTE=READ UP DRAWNz NWB CHK BYt DATE z 2-02-99 REVIEW COPY F E B 0 8 1999 NOT FOR FABP,4CATION CX)NT'D ON 13 -- 508.79- -- 509.02- - 509.10- - 509.63- - 509.71- - 510.25-- -0. 0.0024 - 510.3.3- CONT'D FROI4 11 DE~ION SLOPE INV ELEV PLAN DATA TANGENT ( Ft ) READ UP HANSON Concrete Products, Inc. COPPELt, TEXAS I PROJECTs 98-133B I SHEETs NO. BY DATE REVISION 12 CLASS 150 113 i 24' B303 8TD es/ee 112 CLASS 150 TEIRU 10 24' B303 103 STD BS/eB CLASS 150 102 1 24" B303 8TD BS/eB SS/BB CLASS 150 101 I 24' B303 STD CIASS 150 100 i 24' B303 STD eslee DET SIlT 32. O0 32. O0 320.00 319.99 32.00 32.00 VPI= 32.01 32.01 32.00 32.00 SPL 35+76.76--PULL 35+44.76-- 32+24.77-- 31+92.76--PULL 31+70.00 31+60.75--PULL 31+28.75-- INV STATION (Ft.) REVIEW COHf F E 5 0 8 1,999 ~,Or FOR FA[ PJCATION 0.18oDn- -- 511.78 0.44° 0.0076 -- 511.5~ 0.17eUp- (0.57°Up) 0.41°Up- -- -- 509.1} 0.44° 0.0076 - 508.86 (508.69) 0.27° 0.0047 - 508.7~ -0.14° 0.0024 - - 508.79 DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft ) CONT'D ON 14 CCM~'D FROM 12 NO. BY DATE I~'VISION DRAWN= NWB CHK BY= DATE = 2-,,02-99 HANSON Concrete Products, Inc. COPPEEL, TEXAS I PROJECT: 98-133B I SHEET, 13 REVIEW COPY F E B 0 8 1999 NOT FOR FAE 114CATION CONT'D ON 15 CLASS 150 137 I 24" B303 STD as/Be CLASS 150 136 I 24" B303 STD as/as 135 CLASS 150 THRU 20 24" B303 116 STD CLASS 150 115 I 24" B303 STD as/as w/6"x 3" TORF w/6" FIK w/6" FLG OUT, UP CLASS 150 114 i 24" B303 SPC as/as PIECE NO. DESCRII~ION DET 32.02 32.02 32.00 32.00 640.00 639.99 32.00 32.00 32.00 32.00 SPL HPL 43+44.77-PULL 0.30°Lt- HPI= 43+20.00 (1.30°Lt) - 508.83-- ~ - 508.97-- - 509.10- - 511.79- -0.24° 0,0042 - 511,92- (511,96) 0,25e 0,0044 - 511.78- CCMT'D FRC~ 13 43+12.75--PULL 1.OleLt- 42+80.75- 36+40.75- 36+08.75-PULL 0.49°Dn-- 36+00.00 (O.68=Dn) OUT-- 36+00.00 35+76.76-PULL 0.18oDn- INV STATION (lq:) DEFLECTION SLOPE INV ELEV PLAN DATA TANGENT (Ft) READ UP DRAWN= NWB CHK BY: DATE = 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS I PROJECT: 98-133B I SHEETt NO. BY DATE REVISION 14 w/1" TIm OUT, UP CLASS 150 A144 i 24" ADAFIDR aS/FIG CLASS 150 143 1 24" B303 STD as/as CLASS 150 BX142 1 24" B303 SHORT as/as CLASS 150 141 1 24" B303 SPC as/as CLASS 150 140 2 24" B303 139 STD as/Be CLASS 150 138 i 24" B303 STD as/as DESCRIFrlOel DI3 Dq DET SRT 1.07 1.07 32.00 32.00 10.83 10.83 32.00 32.00 64.00 64.00 32.01 32.00 SPT., REVIEW COPY F E 8 0 8 1999 N0[ FOR FAD't. ICAIION 45+16.67- 45+15.92 - 508.11- 45+15.60- - 508.12- 44+83.60- - 508.2S 44+72.77-- - 508.30 44+40.77-- -- 508.43- 43+76.77- 43+44.77-PULL 0.30oLt- - 508.70 -0.24o 0.0042 - 508.83 INV STATION (Ft) DEFLECTION SLOPE ELEV DATA TANGENT ( Ft ) CONT'D ON 16 CONT'D FRO8 14 NOTE=READ UP HO. BY DATE REVISION DRAWN-- NWB CHK BY: DATE *, 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS I PROJECTt 98-133B I SHEFEz 15 149 CLASS 150 I 24" B303 STD B~/BB BS/BB CLASS 150 148 i 24" B303 STD CLASS 150 147 I 24" B303 STD !~/BB w/12" FLG CROSS CLASS 150 146 i 24' B303 SPC BS/B" A1.45 I w/1" THR OUT, UP CLASS 150 24" ADAPTOR FLG/BB 24" FLG BFV BY OTHERS PIECE DESCRIPTION NO. BY DATE REVISION Di3 32 · O0 32 · 00 HPI= 32.00 32 · O0 32 · 00 32.00 32.00 32 · 00 1.41 1.41 0.67 0.67 DET SHT SPL HPL. DRAWN= NWB ~ BY= DATE = 2-02-99 REVIEW COPY F E B 0 8 1999 NC)I FOR FABa4CATION 46+46.75- -- 507.51 46+14.75-PULL O.13°Lt- 45+95.00 (0.35"Lt) -- 507.70 45+82.75--PULL 0.21°Lt- -- 507.84 45+50.75- 45+23.00 45+18.75- 45+18.09 45+17.34- -- 507.97. - 508,10 45+16.67- - 508.11. -0.24· 0,0042 -- 508.11- INV STATION DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft ) HANSON Concrete Products, Inc. COPPELL, TEXAS I PRCKIECrs 98-133B CONT'D ON 17 CO~'D FRO8 15 ISHEETs 16 CLASS 150 163 i 24" B303 STD CLASS 150 162 1 24'' B303 STD 161 CLASS 150 THRU 4 24" B303 158 STD CLASS 150 157 i 24'' B303 STD CIASS 150 156 i 24'' B303 STD 155 CLASS 150 THRU 6 24" B303 150 STD PIECE M/es M/BB BS/BB ss/ss M/as MIss DESCRIPWIO~I D~ SHT REVIEW COPY F E I] 0 8 1999 NOT FOR I'AD,~CATION OOiqT'D ON 18 32. O0 31.99 32.00 32.00 128.00 127.99 32.00 31.99 32.00 32.00 192.00 192.00 SPL 50+94.72-PULL 0.74°Dn- VPI= 50+75.00 (1.92°Dn) 50+62.73-PULL 1.18°Dn- 50+30.73- - 503.94- (504.78) -1.70o 0.0297 - 504.89- -0.52o 0.0090 -- 505.18-- 49+02.74- - - 506.33- -0.52o 0.0090 48+70.75--PUr,.L 0.27°Dn- - 506.62- VPI= 48+69.90 (0.28°Dn) (506.63) -0.25° 0.0043 48+38.75- - - 506.76- -0.24° 0.0042 46+46.75- -- - 507.57- INV DEFLECTION SLOPE INV STATION ELEV ( Ft ) DATA TANGENT ( Ft ) O3IfT'D FR08 16 DRAWN: NWB CHK BY: DATE: 2 -02-99 ~ISON Concrete Products, Inc. COPPELL, TEXAS I PROJECTs 98-133B I SIIEETt NO. BY DATE REVISION 17 174 CLASS 150 THRU 5 24'' B303 170 STD BS/BB w/8" FLG OUT, LT CLASS 150 169 I 24" B303 SIC BS/BB CLASS 150 168 i 24'' B303 STD es/se CLASS 150 167 I 24'' B303 STD es/se CLASS 150 166 2 24" B303 165 STD ss/ss CLASS 150 164 I 24" B303 STD BS/BB PIECE NO, DESCRIPTION NO. BY DATE REVISIO~ D9 160.00 159.94 OUT-- 32.03 32.01 VPI= 32.00 31.98 32.00 31.97 64.00 63.94 32.00 31.97 DET SPL SIlT HPL DRAWNz NWB CHK BY= DATE = 2-02-99 REVIEW COPY F E B 0 8 1999 NOI I-OH I-AI~ ~UAmmON COiVr'D ON 19 54+46.52- -- 491.86-- 52+86.59-- 52 +60.00 52+54.58--PUIL 0.730U1:>- 52+50.00 ( 0.85 °Up) 52+22.60-PULL 0.12 °Up- 51+90.63-- - 496.30- -1.59° 0 · 0278 - 497.19- ( 497.32 ) -2.32 * 0.0405 - 498, 49- -2.44`. 0.0426 - 499.85- q 51+26.69*- 50+94.72-PULL 0.74°Dn- - 502.58- -2.44" 0.0426 - 503.94- COWE'D FRC~ 17 INV DEFLECTION SLOPE INV STATION ELEV PLAN (it) DATA TANGENT (it) READ UP HANSON Concrete Products, Inc. 18 REVIEW COPY F E B 0 8 1999 NOT FOi~I FAI~'~ICAT!ON CONT'D ON 20 179 178 177 176 175 PIECE rIO. 1 1 1 1 CLASS 150 24" B303 BS/BB 32, OO STD 32. O0 w/8" FLGOUT, RT CLASS 150 24" B303 BS/BB BEVEL SPIG 3.00° DG 32.00 31.99 CLASS 150 24" B303 BS/BB 32.00 STD 31.93 CLASS 150 24w B303 BS/BB 32.00 STD 31.97 CLASS 150. 24" B303 BS/BB 32.00 STD 31.99 DESCRIPTION DET 8PL SHT HPL 56+06.41- 55+74.41- 55+54.00 55+42.41-B&P 55+40.00 55+10.49-PULL 55+00.00 54+78.51-PULL 54+46.52- lk'V STATION (m) 3.03°Up- (3.27°up) 1.44oDn- (2.51°Dn) 0.82oDn- -- 486.54-- - 487.0~ -0.83o 0.0145 - 487.47- (487.50) -3.86o 0.0674 - 489.62- (490.37} -2.42° 0.0422 - 490.9~ -1.59° 0.0278 - 491.86 DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) CX3t~'D FR08 18 NO. BY DATE REVISION DRAWN: NWB CHK BY: DATE: 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS I PROJECrz 98-133B ISliEETI 19 190 CL~S 150 THRU 7 24' B303 BS/BB 184 STD 183 I W/6" FLG Tang OUT, LT CLASS 150 24'' B303 BS/BB SPC CLASS 150 B182 I 24'' B303 BS/BB 2-CUT BEND 42 . 10o CLASS 150 181 i 24" B303 BS/BB STD 180 w/12'' FIG OUT, LT CLASS 150 I 24'' B303 BS/BB SPC QTY DESCRIPTION NO. BY DATE REVISION DII D9 DET SHT 224.00 223.96 32 . O0 31 · 99 1.77 1.77 CPI= 2.19 2.19 32.00 32.00 OU~ 32.00 32.00 SPL HPL DRAWN: NWB CHK BYz DATE: 2-02-99 59+30.31- 57+06.35- 56+76.00 56+74.36- 56+72.59- 56+70.40- 56+38.40- 56+25.26 56+06.41- INV STATION (it) REVIEW COPY F E B 0 8 1999 NOT FOR FAB ~AI ION O3NT'D ON 21 42.05°Rt -- 486,22-- -- 485.61-- - 490.44- ~ ~P!COT VIEW 1.08° 0.0188 ~ - 485.58- 32 TONS -0.83° OF THRUST 0.0145 - 485.61- -- 486.08- -0.83o 0.0145 -- 486.54- CONT°! FBC~ 19 DEFLECTION SLOPE INV ELEV PLAN DATA TANGENT ( Ft ) READ UP HANSON Concrete Products, Inc. COPPELL, TEXAS I PROJECT: 98-133B I SHEETs 2O CLASS 150 201 i 24" B303 STD BS/BB w/8" FLG OUT, LT CLASS 150 200 i 24" B303 SPC es/es 199 CLASS 150 THRU 6 24' B303 194 STD BS/BB CLASS 150 193 I 24" B303 STD es/ee w/8" FLU OUT, RT CLASS 150 192 I 24' B303 SPC ss/ss CLASS 150 191 i 24" B303 STD es/es PIECE NO. DESCRIPTION NO. BY DATE REVISION 32. O0 32. O0 32.00 32. O0 192. O0 192. O0 32.00 32.00 D9 32.00 32.00 32.00 31.99 DET SPL SPIT HPL 62+82.30-- REVIEW COPY FEB 0 8 1999 NOT fOP, FAE'RIGATION - 492.80- COt~'D ON 22 62+50.30- 62 +25. O0 - 492.65- 62+18.30- - 492.49- DRAWN: iqWB C~K BY= DATE = 2-02-99 60+26.30- 59+94.31--PULL 59+75.00 59+65.00 59+62.31-PULL 59+30.31-- INV STATION (Ft) 0 · 32 eDn-- (0.80°Dn) 0.48oDn- - 491.53- 0.28o 0.0050 - 491.38-- (491.28) 0.60° 0.0105 - 491.04-- 1.08" 0.0188 - 490.44- COWr'D FRON 20 DEFLECTION SLOPE INV ELEV PLAN DATA TANGENT (Ft) ~ UP HANSON COncrete Products, Inc. COPPELL, TEXAS I PROOK'r= 98-133B I SHEETs 21 208 207 206 205 204 203 202 t~). BY I 24" 2 24" i 24" i 24" i 24" I 24" DATE CLASS 150 B303 STD BS/BB CLASS 150 B303 8TD BS/BB CLASS 150 B303 STD aS/aS w/6"x 3" TORF w/6" FIK w/6" FLG OUT, UP CXa~SS 150 B303 SPC as/Be CLASS 150 B303 STD aS/BE CLASS 150 B303 STD ss/ss DESCRIPTION REVISIO~ D9 DET SHT 32.00 31.99 64.00 63.97 32.00 31.99 32.00 31.99 32.00 32.00 32.00 32.00 SPL HPL DRAWN= NWB C~K BY-' DATE z 2-02-99 REVIEW COPY FEB 0 8 1999 NOT r0R FAr;RiCATION 65+06.23-PULL 64+74.25- 1.34oDn- -1.70° 0.0297 488.51-- 489.46- 64+10.28- 63+78.29-PULL 63+50.00 0.36oDn- (1.98°Dn) -- 491.35- -1.70o 0.0297 -- 492.30- (493.14) 63+50.00 63+46.30-PULL 63+14.30-PULL 62+82.30- -1.34° 0.0234 1.49°Dn- -- 493.05- 0.15o 0.0027 O.13°Dn- - 492.96- 0.28° 0.0050 - -- 492.81> INV STATION DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft ) BANSON Concrete Products, Inc. OOPPEL~, TEX/~S ] PROJECTz 98-133B COWr'D ON 23 FROM 21 SBEET~ 22 NO. BY w/_ 24" FLEX PROTEX w/w--XTRA BC CLASS 150 213 i 24" B303 ss/es 1:)'7 w/24" FLEX PROTEX w/SX'rPA CLASS 150 212 I 24" B303 BS/BB SPC w/24" FLRX PROTEX w/EXTRa BC CIa~S 150 211 i 24" B303 BS/BB SPC CLASS 150 210 I 24" B303 BS/BB BEVEL SPIG 3.00" CLASS 150 209 i 24" B303 BS/BB STD QTY DESaI~ION DATE REVISION DG 32 · O0 31.88 32. O0 31.88 32.00 31.88 31.93 31.81 VPI= 32 · O0 31 · 96 DET SPL SlIT HPL DRAWNz NWB CHK BY: DATE: 2 -02 -99 REVIEW COPY FEB 0 8 1999 NOT ron rA[ RtCATION CO!iT'D ON 24 66+65.64-- -- 475 · 80-- 66+33.76- 66+01.88-- -- 478.55- -- 481.31- 87 LF 65+70.00- 65+38.19-B&P 65+25.00 65+06.23-PULL 1.90oDn- (3.24"Dn) 1.34oDn- -- 484.06- -4.94° 0.0864 -- 486.81-- (487.95} -3.04° 0.0530 -- 488.5b INV STATION DEFLECTION SLOPE ELEV DATA TANGENT ( Ft ) COlIT'D R~0l'122 HANSON Concrete Products, Inc. COPPELL, TEXAS ] PIK)JEC~z 98-133B I SHEFEz 23 REVIEW COPY F E B 0 8 1999 NOI I-ua I-A ]RIGAlION C(:]e~'D 0N 25 220 BX219 218 217 216 215 EX214 PIECE NO. 3 1 CI2~S 150 24" B303 BS/BB 32.00 STI) 31.97 CLASS 150 24" B303 BS/BB SHORT D~ 13.75 13.74 CLASS 150 24" B303 BS/BB 96.00 STD 95.92 w/8- FLU cross OUTLETS CLASS 150 24" B303 BS/BB BEVEL SPIG 3.00° w/24" FLEX PROTEX w/sxTRA BC CLASS 150 24" B303 BS/BB sPc DO DI D7 31.99 31.97 4.37 4.36 SPL HPL 68+43.60- 68+11.63- 67+97.89- 67+O1.97- 66+85.00 66+70.00-B&P 66+70.00 66+65.64-- INV STATION (El:) 2.60°Up- (2.60eUp) -2.34o 0.0408 -4.94° 0.0864 - 468.33-- - 469.64-- 470.20- 474.12- 475.42- (475,42) 475.8~ DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) CONT'D FR(:~ 23 PLAN HO. BY DATE REVISION DRAWN= NWB CHK BY: DATE = 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS ] PROJECTz 98-133B ISHEST: 24 ,) REVIEW COPY FEB 0 8 1999 N01 I-UI4 I'A~,t.~t;AI|UN (XINT'D ON 26 B224 BX223 A222 A221 1 1 CLASS 150 24" B303 BS/BB D~ 1.71 2-CUT BEND 44.96° 1.71 CRASS 150 24" B303 BS/BB SHORT w/1" THROUT, UP CLASS 150 24" ADAPTOR FLC,/BB 24" ~ BI~ BY OTH~R~ w/1" THR OUT, UP cU%sS 150 24" ADAPTOR BSTFLG D3 Dr3 1.78 1.77 26.50 26.48 1.41 1.41 O. 67 0.67 1.07 1.07 68+76.71- 68+75.00-- 68+73.23-- 68+46.75-- 68+46.09 68+45.34- 68+44.67- 68+43.92 68+43.60- 45.00oRt- 44.96°Cb -2.34o 0.0408 466.98- ~ 467.05-32 TONS OF THRUST 467.13-- 468.21- 468.26- 468.29- PIECE NO. DESCRIPTION DET SPL HPL INV STATION (a) CONT'D ~ 24 DEFLECTION SLOPE INV DATA TANGENT ( Ft ) READ UP NO. BY DATE DRAWN: NWB CHK BY: DATE: 2-02-99 HANSON Concrete Products, Inc. COPPELL, TEXAS I PIRDJECTz 98-133B I SHEETt 25 229 228 227 B226 BX225 PIECE NO. NO. BY 1 1 1 CLASS 150 24" B303 BS/BB STD w/6" FLG Tang OUT, LT CLASS 150 24" B303 BS/BB SPC 32.05 32.05 OUT-- VPI= 32.05 32.05 CLASS 150 24" B303 BS/BB 32.00 STD 31.98 24~ CLASS 150 B303 BS/BB 2-CUT BEND 44.96e 1.71 1.71 IIPI= 2.10 2.10 CLASS 150 24" B303 BS/BB D~ 20.00 SHoFr 19.98 DESCRIPTION DATE REVISION DET SPL SHT HPL DRAWN= NWB CHK BYz DATE z 2-02-99 -j REVIEW COPY F E B 0 8 1999 N01 I-uH I'A~ffi[;AIIO N CONT'D ON 27 69+96.57-B&P 69 +90. O0 69+64.53-PULL 69+50.00 69+40.00 69+32.48-PULL 69+00.50-PULL 68+98.79-- 68+96.69-- 68+76.71-- INV STATION (Ft) 3.10°Up- (3-91°Up) 1.50°Up- (2.34°Up) - 464.85- (464.40) 0.80° 0.0140 -- 464.40-- 1.49°Up- O.15°Up- 45.00°Lt- 44.960Cb (464.40) -0.70o 0.0122 -- 464.79-- -2.19° 0.0382 -- 466.01-- -2.34o 0.0408 - 466.08- -2.34° 0.0408 466.17- 466.98- SPIGOT VIEw 32 TOklS OF THRUST mo8 25 DEFLECTION SLOPE INV ELEV PLaN DATA TANGENT (Ft) READ UP HANSON Concrete Products, Inc. OOPPELL, TEXAS [ PRO3ECT= 98-133B I SHEFEz 26 REVIEW COPY F E B 0 8 1999 NOT FOR F/*DI14CATION CON~'D ON 28 BX234 233 B232 BX231 230 PIECE c'~J~s 150 24" 9303 BS/BB D3 23.50 8HORf 23.49 CU~S 150 24" B303 BS/BB 32.00 STi) 31.97 CLASS 150 24" B303 BS/BB Dt~ 1.82 2-cu~ BEND 44,89e 1.81 CLASS 150 24" B303 BS/BB SHORT OH CLASS 150 24" B303 BS/BB sgv~ s~zc 3.00° DESCRIPTION DET SHT 1.24 1.24 13.00 12.97 32.00 31.92 SPI, HPL !tPl= 70+99.98- 70+76.50-PULL 70+50.00 70+44.53-PULL 70+42.71-- 70+41.47-- 0.34oDn- (1.gSoDn) 1.62eDn- 45.00°Lt- 44.89°Cb -- 470.21-- 1.96° 0.0342 -- 469.41-- (468.50) 2.29° 0.0401 -- 468.13- 3.91° 0.0683 -- 468.00- -- 467.92- 70+28.50- 69+96.57-B&P - -- 467.03- 3.91o 0.0683 3.10°Up- -- 464.85-- INV STATION (Fc) DEFLECTION SLOPE INV ELEV DATA T/%a~IGENT ( Ft ) or THRUST COt~'D FROH26 I,K)'~gxREAD UP NO. BY DATE REVISION DRAWN: NWB CHK BYI DATE = 2-02-99 HANSON Concrete Products, Inc. COPPEEL, TEXAS I l:~ROd'~'l't 98-133B ISHEETz 27 REVIEW COPY F E B 0 8 1999 NOT FOR FASRiCAfi0N J C)OWr'D ON 29 A238 A237 BX236 B235 PIECE NO. w/1" ~ OUT, UP CLASS 150 24" ADAPTOR FLG/BB 24" FLG BFV BYOTHEP, S w/1" THR OUT, UP CLASS 150 24" ADAPTOR BS/FLG CLASS 150 24" B303 BS/BB SHORT Dq CLASS 150 24" B303 BS/BB 2--CUT BKND 44.90° DESCRIPTION DET SHT 1.41 1.41 0.67 0.67 1.07 1.07 10.33 10.32 1.78 1.78 1.51 1.51 SPL HPL IIPI= 71+16.74-- 71+16.08 71+15.33- 71+14.66- 71+13.91 71+13.59- 71+03.27- 71+01.49- 70+99.98- INV STATION (Ft) 44.92oRt- -- 44.90°Cb 1.96° 0.0342 -- 470.78- -- 470.73-- -- 470.71-- 470.67-- 470.32- 470.26- 92 TONS OF TH RUST 470.21-- CONT'D FRON 27 DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft ) NOTEzREAD UP NO. BY DATE REVISION DRAWN= NWB CHK BYt DATE z 2-02-99 HANSON Concrete Products, Inc. COPPEEL, TEXAS [ PROJECTz 98-133B Isllgrrt 28 CLASS 150 252 i 24" B303 STD 251 CLASS 150 THRU 9 24" B303 243 STD CLASS 150 242 i 24" B303 STD CLASS 150 BX241 I 24' B303 SHORT CIJ~S 150 240 I 24" B303 STD CLASS 150 BX239 i 24' B303 SHORT PIECE HO. HO. BY DATE BS/BB es/s8 BS/SS es/nn es/8e BS/ee DESCRIPTION REVISION D5 DET SlIT 32.00 32.00 288.00 287.97 32.00 32.00 VPI= 6.O0 6.0O 32.00 31.98 7.00 7.00 SPL DRAWN: NWB CHK BYz DATE z 2-02-99 REVIEW COPY F E B 0 8 1999 NOr FOR FA3P-IICA i tON CONT'D ON 30 75+13.68--PULL 74+81.68-- 71+93.71-- 71+61.72-PULL 71+60.00 71+55.72-PULL 71+23.74-- 71+16.74-- INV STATION (Ft) 1.460Up- 0.79eDn-- (1.10=Dn) 0.31eDn- -- 477.57-- 0.86° 0.0150 - 477.09- - -- 472.77- 0.86° 0.0150 - 472.29- (472.26) 1.65= 0.0287 - 472.11- 1.96= 0.0342 - - 471.02- 1.96= 0.0342 - - 470.78- COlIT'D ~ 28 DEFLECTION SLOPE INV ELEV PLaN DATA TANGENT (it) READUP HANSON Concrete Products, Inc. COPPELL, TEXAS ] PROJECTt 98-133B I SHEFEz 29 REVIEW COPY FEB 0 8 1999 NrJr f0H ~A ~H4GAI ION C, S256 i 255 i BX254 I 253 I PlgCg CONNECT TO EXISTING 24" LINE HCP JOB No. 98-50B Pc NO A2 CLASS 150 24" CLOSURE BS/BB w/SPLIT BUTT STRAP (BS256) CLASS 150 24" B303 STD as/as CLASS 150 24" B303 SHORT BS/Be CLASS 150 24" B303 STD as/as DESCRIPTION DET SIlT 5.34 5.34 32. O0 31.97 17.01 16.99 32.05 32.02 SPL HPL 76+00.00-- -- 481.40- 75+94.67- -- 481.15- 75+62.70- 75+45.70--PULL 75+20.00 75+13.68--PULC 0.36cUp- (1.82°Up) 1.460Up- -- 479.66- 2.68° 0.0468 -- 478.86- (477.66) 2.32e 0.0405 -- 477.57- INV STATION (Ft) DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft ) 41 TONS OF THRUST TEST O3h'T'D ~ 29 NO. BY DATE REVISION D]~a&WN: NWB CHK BYt DATE: 2--02-99 HANSOil Concrete Products, Inc. COPPEL~, TEXAS I Ec:~c~:kTECT: 98-133B mmwh 30 REVIEW COPY F E B 0 8 1999 NOT FOR FA3RICAi 10N CONT'D ON 32 CI_J~S 150 263 I 24" 8303 SPC BS/BB 262 CLASS 150 THRU 4 24" 8303 259 STD es/ee CLASS 150 BX258 I 24" B303 SPC eelBe CLASS 150 CS257 i 24" ~URE BS/BS w/SPLIT BUTT STRAP (BS257) CONNECT TOEXISTING 24' B-303 PIPE HCP JOB No. 98;508 07 D5 DZ7 32.00 32.00 128.00 128.00 5.00 5 · O0 5.01 5.01 97+21.42-- 96+89.42-- 95+61.42- 95+56.42- -- 477.32- -- 477.35- -- 477.48- -- 477.48- -0.06° 0.0010 95+51.41-PULL 0.35°Up- - 477.49- 95+50.00 (0.39°Up) (477.49) -0.40o 0.0070 35 LF BORE ql TONS OF THRUST TEST PIECE NO. QTY DESCRIPTION DET SHT SPL INV STATION (~) DEFLECTION SLOPE Iffif ELEV PlAN DATA TANGENT (Ft) READ UP NO. BY DATE REVISION DRAWN= NWB CraKBYI DATE: 2-04-99 H~aqSC~Concrete Products, Inc. COPPEEL, TEXAS I'PgOJECT= 98-1338 I SHEETx 31 CLASS 150 271 i 24" B303 STD ss/ee CZASS 150 270 i 24' B303 STD es/es W/8" FLGOUT, LT CLASS 150 269 i 24" B303 SPC es/ee CLASS 150 268 i 24" B303 STD BS/BB 267 CLASS 150 266 3 24" B303 265 STD ss/ss 24" FLEX PROTEX EXTRA BC CLASS 150 264 1 24" B303 BPC ss/ee PIECE NO. DESCRIPTION NO. BY DATE REVISION D7 DET SHT REVIEW COPY FEB 0 8 1999 NO m FOR FA )RiCAi tON CORT'D ON 33 32.00 32.00 32.00 31.99 32.00 32.00 32.00 32.00 96.00 96.00 32.00 32.00 SPL 99+77.41- 99+45.41- 99+13.42-PULL OUT=- 99+11.50 VPI= 99+00.00 98+81.42-PULL 98+49.42-- 97+53.42- 97+21.42- INV STATION 0.28oDn- (0.48°Dn) 0.20oDn- - 476.42- - 476.72- -0.53o 0.0093 - 477.01- (477.14) -0.26o 0.0045 - 477.16- -0.06o 0.0010 -- 477.19- -- 477.29- -0.06° 0. 0010 - 477.32- CONT'D FROM 31 DEFLECTION SLOPE INV ELEV PLAN DATA TANGENT (Ft) READUP DRAWN= NWB CHK BY: DATE z 2-04-99 HANSON COncrete Products, Inc. COPPELL, TEXAS [ PROJECT= 98-133B I SHEET: 32 CLASS 150 276 1 24' B303 STD ss/ss CLASS 150 BX275 I 24" B303 *SHORT ss/ss CLASS 150 274 I 24" B303 STD ss/ss CLASS 150 273 I 24" B303 STD ss/ss CLASS 150 272 i 24' B303 STD ss/ss PIECE NO. DESCRIPTION 32.00 32.00 21.00 21.00 32.01 32.01 32.02 32.02 32.00 32.00 DET SPL SPIT HPL 101+26.44- 100+94.44- 100+73.44-- 100+41.43--PULL VPI= 100+20. O0 iO0+09.41-PULL 99+77.41- INV STATION (~) REVIEW COPY F E B 0 8 1999 NOT FOR FAF, R4GATiON -- 476.89 -- 476.63 O. 33°Up- (1.Ol'Up) 0.67°Up- -- -- 476.46 0.47o 0.0082 - 476.20 (476.02) 0.14e 0.0024 -- 476.12- -0.53e 0.0093 - - 476.42- DE~ION SLOPE INV ELEV DATA TANGENT ( ~ ) CONT'D ON 34 O3NT'D FROM 32 NO. BY DATE REVISION DRAWN{ NWB CHK BY: DATE s 2-04-99 HANSON Concrete Products, Inc. COPPELL, TEXAS [ PROJECTz 98-133B 33 CLASS 150 B281 1 24' B303 BS/BB 3-CUT BEND 51.23° DZZ 1.75 1.75 1.48 1.48 CLASS 150 280 I 24" B303 BS/BB 32. O0 STD 32.00 CLASS 150 BE279 I 24' B303 BS/BB SHORT PIECE HO. es/8e w/8' FLG OUT, RT CLASS 150 278 i 24" B303 SPC CLASS 150 B277 i 24" B303 BS/BB 2-CUT BEND44.84o QTY DESCRIPTION D9 102+14.46- HO. BY DATE HPI= 102+12.71- REVISIO~ 102+11.23- 101+79.23- 16.00 16.00 101+63.23- OUT= 101+38.00 32.00 32.00 101+31.23-- 1.75 1.75 EQU= CPIlOl+29.48Ah-- 101+28.27 Bk 1.83 1.83 101+26.44- DET SPL STATION SPIT HPL ( Ft ) DRAWN= NWB CHK BY: DATE z 2-04-99 REVIEW COPY F E S 0 8 1999 NOT FOR FA ~FIICA(tON (:I:IIT'D ON 35 51.23°Rt- - 476.78- ~~ -- 476.79-- 3~ TON~ OF -- 476.79- -- 476.84- -- 476.86-- 44.840Lt 0.56oDn- 44.84°Cb -- 476.91- -0.09° 0.0015 -- 476.91- 0.47e 0.0082 - 476.89- 3?, TOkJS OF THRUST OORT'D FROM 33 DEFLECTION SLOPE INV ELEV PlAN DATA TANGENT (Ft) READ UP HANSON Concrete Products, Inc. COPPELL, TEXAS [ PROJECT= 98-133B I SHEETs 34 291 290 289 288 THRU 283 282 CLASS 150 24" B303 BS/BB DG 31.84 BEVEL SPIG 5.00° 31.73 CLASS 150 24" B303 BS/BB 32. O0 STD 32.00 CLASS 150 24' B303 BS/BB 32.00 STD 32.00 CLASS 150 24" B303 BS/BB 192.00 STD 192.00 w/ 8" FLG OUT, LT CLASS 150 B303 BS/BB SPC DESCRIPTION D9 DET SHT 32 · O0 32. O0 SPL HPL REVIEW COPY F E B 0 8 1999 NOT FOR FAr R4CATiON 105+34.19--B&P 5.72cUp- -- 473.5a -4.71* 0.0824 105+02.45--B&P 4.28eDn- -- 476.16 105+00. O0 ( 4.63 eDn ) ( 476.36 ) -0.44 e 0.0076 104+70.46-PULL 0.35 °Dr~ -- 476.40 -O. 09 e 0 · 0015 104+38.46-- -- -- 476.4~ 102+46.46- 102+38.00 102+14.46- INV STATION -- 476.7~ -0.09° 0.0015 476.7~ DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) CONT'D ON 36 COIfT'DFI:M~ 34 NO. BY DATB REV~SIO~ DRAWNs NWB CHK BY: DATE s 2-04-99 HANSON Concrete Products, Inc. COPPELL, TEXAS ] PROJECT: 98-133B SHEETI 35 BX296 295 B294 BX293 292 PIECE NO. NO. BY 1 1 CLASS 150 B303 BS/BB SHORT CLASS 150 B303 BS/BB STD Dq CLASS 150 24' B303 BS/BB 2-CUT BEND 44.98 CLASS 150 24" B303 BS/BB SIiORT w/6' FLG Tang OUT, LT CLASS 150 24' B303 BS/BB BgVEL SPIG 5.00° DESCRIPTION DATE REVISION 03 D(~ DET 15.75 15.75 VPI-- 32. O0 31.99 1.78 1.78 HPI= 1.53 1.53 19.52 19.51 32.02 32.01 SPL HPL REVIEW COPY F E B 0 8 1999 NOT r0n rAB.~CATION CO!IT'D ON 37 DRAWN= NWB CIIK BY: DATE ~ 2-04-99 106+36.76- 106+21.02--PULL 106+20.00 105+89.03-PULL 105+87.25-- 105+85.72-- 105+66.21--PULL 105+37.25 105+37.25 105+34.19-B&P 0.90oDn- (0.92°Dn) O.03oDn-- 45.00°Lt- 44.98°Cb 0.59°Up- (6.31°Up) 5.72°Up- -- 475.80- 0.68° 0.0118 -- 475.61- (475.60) 1.57° 0.0274 - 474.74- 1.60° 0.0279 - 474.69- - 474.64-- 1.60° 0.0279 -- 474.10- (473.29) 1.00° 0.0175 - 473.5~ INV STATION (m) DEFLECTION SLOPE INV ELEV DATA TANCENT ( Ft ) __ SPIGOT VIEW CONT'D FROM 35 HAN~ COncrete Products, Inc. COPPELL, TEXAS I PROJECTz 98-133B I S!!EETI 36 301 300 299 298 B297 NO. NO. BY 1 w/8- fi,c cross CLASS 150 24" 8303 SPC 8s/Bs 24$e c~S 150 8303 BS/BB STD 4R CLASS 150 B303 BS/BB STD 24~ CLASS 150 B303 BS/BB STD 24le CLASS 150 8303 BS/BB 2-CUT BEND 41.19' DESCRIPTION DATE IREVISION D~2 '32.00 31.99 VPI= 32.00 32.00 32.00 32.00 32.00 32.00 1.76 1.76 I~I= 1.62 1.62 DET SPL SHT HPL DRAWN: NWB CHK BY: DATE: 2-04-99 107+68.12- 107+50.00 107+36.13-PULL 107+25.00 107+04.14-PULL 106+72.14- 106+40.14- 106+38.38- 106+36.76- INV STATION REVIEW COPY F E B 0 8 1999 NOT FOR FAB31CAIiON CONT'D ON 38 - 477.0~ 0.27*Dn-- (0.41*Dn) O.14oDn-- 0.26° 0.0046 - 476.8~ (476.84) 0.54* 0.0093 - 476.5~ 0.68° 0.0118 - 476.22- - 475.8~ 41.19*Rt-- - 475.82- 0.68* 0.0118 475.80 DEFLECTION SLOPE INV DATA TAI~ENT (Ft) 3o TON S OF THRUS CONT'D Fgg:B{ 36 HANSON Concrete Products, Inc. COPPELL, TEXAS I IYROJECT: 98-1338 I SHEET: 37 w/EXTRA BC CLASS 150 307 i 24" B303 BS/BB SPC D7 CLASS 150 BX306 i 24" B303 BS/BB D~ SNORT PIECE NO. NO. BY 32.00 32.00 22.00 22.00 CIJ~S 150 305 i 24" B303 BS/BB 32.00 STD 32. O0 CLASS 150 304 i 24" B303 BS/BB STD CLASS 150 ~ 303 i 24" B303 BS/BB BEVEL SPIG 5.00° w/EXTRA BC cnass 15o D7 302 I 24' B303 BS/BB SPC DET SHT QTY DB~I~I~ DATE REVISION 32.00 32. O0 HPI= 31.91 31.91 32. O0 32. O0 SPL HPL DRAWN: NWB CBK BY: DATE: 2-04-99 109+50.04- 109+18.04- 108+96.04- 108+64.04- 108+32.04-PULL 108+O0.28 108+00.12-B&P 107+68.12-- INV STATION (a) REVIEW COPY F E B 0 8 1999 NOi FOR FAB ~CAI ION O.03°Lt- (5.560Lt) 5.53eLt- -- 0.26°. 0.0046 -- 477.87- - 477.7} 477.6} 477.4& 477.3} 477.1S 477.04 DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) COWE'D ON 39 '80 LF TUNNEL BoRE CCWE'D FROe437 HANSON Concrete Products, Inc. COPPELT,, TEXAS ] PROJECTz 98-133B I SHEFEz 38 REVIEW COPY F E B 0 8 1999 NOl FOFI FA~ .14UAI iON (:X~rf°D ~ 40 CLASS 150 314 i 24" B303 BS/BB 32.00 STD 32.00 CLASS 150 313 I 24" B303 BS/BB 32.00 STD 32.00 CLASS 150 312 I 24" B303 BS/BB 32. O0 STD 32.00 CLASS 150 311 2 24' B303 BS/BB 310 STD w/24" FLEX PROTEX w/EXTRA BC CLASS 150 309 i 24" B303 BS/BB SPC w/24" FLEX PROTEX w/EXTRA BC CLASS 150 308 I 24" B303 BS/BB SPC D7 D7 64.00 64.00 32. O0 32. O0 32.00 32 · 00 111+74.04__ lll+42.04_PULL VPI= 111+30.00 lll+10.03-PULL 110+78.03__ 110+14.04_ 109+82.04_ 109+50.04_ 0.10°Up- (0.16°Up) O.06°Up- -- -- 479.02-- 0.42° 0.0073 -- 478.79-- (478.70) 0.32° 0,0056 - 478,61- O,26° 0,0046 - - 478.46- - 478.17- - 478.02- 0.26° 0,0046 - 477.87-- PIECE DET SHT SPL HPL INV STATION (a) C0IR'D FR08 38 DEFLECTION SLOPE INV DATA TANGENT (Ft) READ UP NO. BY DATE REVISIO~I DRAWN: NWB ~ BY: DATE :. 2-04-99 HANSON Concrete Products, Inc. COPPEEL, TEXAS I PROJECrz 98-133B [ SHEETS 39 321 319 318 317 316 315 I~). HO. BY 1 1 1 1 1 2 24w 4R 4R 4R 4w 24w DATE CLASS 150 B303 BS/BB BEVELSPIG 5.00° CLASS 150 B303 BS/BB SHORT CLASS 150 e3o3 BS/BB BKv'ELSPIG 5.00° CLASS 150 B303 BS/BB BEVEL SPIG 3.00° CLASS 150 B303 BS/BB 8TD CLASS 150. B303 BS/BB 8TD DESCRIPTIC~I 31.90 31.90 6.02 6.02 31.90 31.90 HPI= 31.96 31.96 32.00 32,00 64.00 64.00 REVIEW COPY F E B 0 8 1999 NOT FOR FAB'~At tON 3.51°Rt 113+53.20 ( 8.53 °Rt ) l13+40.03--B&P 5.Ol°Rt- 0.42° 0 · 0073 480.4?. 480.24- 113+34.01--PULL 1.180Lt- - 480.1~ 113+02.11-B&P 5.01°Lt- 112+98.20 (8.36°Lt) 479.9& 112+70.04-1~P 2.18°Lt- - 479.72- 112+38.04- 111+74.04- 0.42° 0.0073 479.4o,. DET SPL INV STATION Slit HPL · (Fb) DRAWN: NWB CHK BIt DAT~: 2-04-99 479.02- DEFLECTION SLOPE INV ELEV DATA TANGENT (Ft) OOWr'D m 41 COtfT'D FRO~ 39 HANSON Concrete Products, Inc. COPPELL, TEXAS [ PROJKTt 98-133B I SHEXTZ 4O A326 i 325 I BX324 i 323 i BX322 I PIECE wl 1" THROUT, UP CLASS 150 24" ADAPTOR BS/FLG 1.07 1.07 CLASS 150 24' B303 BS/BB 32.00 STD 32.00 D3 CLASS 150 24" B303 BS/BB SHORT 26.63 26.63 CLASS 150 24'' B303 BS/BB 32.00 STD 32.00 w/BEGIN 20' CONC ENC D2 IDG~ DE'f SRT CLASS 150 24'' B303 BS/BB BEVELSPIG 3.00° 23.96 23.96 SPL HPL REVIEW COPY F E B 0 8 1999 NOT ton rAmCAn0N 114+87.65- 114+86.92 114+86.59-PULL 114+54.60- 482.3~ 0.73° 0.0127 0.19 °Dn-- -- 482.2~ 0.91° 0.0159 - -- 481.78 114+27.97- -- -- 481.35 0.91° 0.0159 113+95.98-PULL 0.03°Up- -- 480.8a 113+73.20 (0.49°Up) (480.48] 3.51°Rt 0.89o 0.0155 113+72.02-B&P 480.47. INV STATICel (1Pc) DEFLECTION SLOPE INV ELEV DAn TANmmT ( Fc ) C0tiT' D ON 42 COt~'D B'RO~ 40 NOTESREAD UP HO. BY DATE REVISION DRAWN: NWB C~K BY: DATEs 2-04-99 HANSON Concrete Products, Inc. COPPELL, TEXAS [ PIIIECEx 98-133B I SIiEETs 41 331 330 BX329 328 A327 PIECE NO. NO. BY 1 w/ 4R 24w DATE 24" FLEX PROTEX EXTRA BC ClaSS 150 B303 SPC EXTRA BC CLASS 150 B303 SPC ss/ss CLASS 150 B303 SHORT ss/ss CT_ASS 150 B303 STD ss/ss W/1' THR OUT, UP CLASS 150 24" ADAPTOR FLG/BB 24'' FLG BFV BY OTHERS · DESCRIPTION REVISTON D7 D7 DH D~ 32 · 00 32 · 00 32 · O0 32. O0 16.00 16.00 32.00 32.00 1.41 1.41 0.67 0.67 SPL 116+01.73- 115+69.73- 115+37.73- 115+21.73- 114+89.73-PULL 114+89.08 114+88.32-- 114+88.00 114+87.65- INV STATION (Ft) REVIEW COPY F E B 0 8 1999 NOT FOR FAE PJCAs tON - 483.4~ - 483.1} - 482.81- O.15oDn- 0.57o 0.0100 482.6~ 482.3} (0.34°Dn) 0.73° 0.0127 -- 482.3} (482.31) 0.73° 0.0127 - 482.30 DEFLECTION SLOI~ INV ELEV DATA TANGENT ( Ft. ) O3ItT'D ON 43 189 LF TONNEL ~;~ DEI.,ITO~ TKP COtIT'D FR0el 41 DRAWN: NWB CHK BYz DATE z 2-04-99 HANSON Concrete Products, Inc. COppI~T.T., TEXAS I PRC)JECrs 98-133B I~t 42 w/16" 88 OUT, RT CL/~S 150 BX336 i 24" B303 tLS/BB w/24" rt_~:X PROTEX w/~-XTI~ BC CLASS 150 335 1 24" B303 BS/BB SPC w/24" FLEX PROTEX w/EXTRA BC CLASS 150 334 I 24" B303 BS/BB SPC w/24' FLEX PROTEX w/EXTRA BC CLASS 150 333 I 24' B303 BS/BB SPC w/24" FLEX PROTEX . w/EXTRA BC CLASS 150 332 I 24" B303 BS/BB SPC NO. QTY DES~I~ION B10. BY DATE REVISIOel DI 27.62 DIO .27.62 117+57.34-- OUT= 117+54.74 HPI= 117+29.74 REVIEW COPY FEB 0 8 1999 N0( FOR FAB't!'CAI'JON D7 ' 32.00 32.00 (0.22eEt) 32.00 32.00 -- 485.01- D7 32.00 32.00 117+29.72-PULL 0.22eLt- -- 484.73- 32.00 32.00 116+97.72-- DET SPL SPIT HPL 116+65.73-- NOTE:READ UP DRAWNz NWB CHK BYz DATEs 2-04-99 116+33.73-- 116+01.73-- STATIO~ ccerr,D cel 44  CONT'D ON q5 -- 484.41- -- 484 · 09- -- 483.77-- 0.57° 0.0100 -- 483.4~ DEFLECTION SLOPE INV ELEV DATA TANGgift ( Ft ) CONT'D FRO8 42 HANSON Concrete Products, Inc. COPPELL, TEXAS I FRII3ECTs 98-133B I SREETs 43 CS340 BX339 A338 A337 PZECE NO. BY 1 CDNNECT TO EXISTING 24'* B303 PIPE He'? JOB No. 98-90B CLASS 150 24" CLOSURE BS/BS w/SPLIT BUTT STRAP (B8340) CLASS 150 24" B303 SHORT as/ca w/1" THROUT, UP CLASS 150 24" ADAPTOR FLG/BB 24" FLGBFV BY OTHERS W/ 1" THROUT, UP CLASS 150 24" ADAPTOR BS/FLG DESCRIPTION DATE REVISION DZ7 5.25 5.25 DR 21.oo 21.00 1.41 1.41 0.67 0.67 1.o7 1.07 DET SPL SRT HPL DRAWNt h'fiB DATE: 2-04-99 117+86.74-- 117+86.74 117+81.49-- 117+60.49- OUT-- 117+59.82 117+59.08- 117+58.41-- OUT=- 117+57.66 117+57.34-- INV STATICt~ REVIEW COPY F E B 0 8 1999 N0f FOR rAtn4~VAIi0N (0.00°) -- 485.30- (485.30) -- 485.25- - 485.04-- - 485.02-- -- 485.02-- 0.57° 0.0100 485.01- DEFLECTIOt~ SLOPE INV ELEV DATA TANGENT (Ft) ql TONS OF THRUS~ ~TP~ HANSON Concrete Products, Inc. COPPELL, TEXAS [ PROJECTt 98-133B [ 8HEETt TEST 03IIT'D FRC843 44 HOLD CS342 BX341 1 CONNE~ TO 16"x16" TAPPING SLEEVE aND VALVE CLASS 150 16' ClDSURE BS/FLG w/SPLIT BUTT STRAP (BS342) CLASS 150 16" B303 SHOFr ss/ss OtrrLET LEG OF Bk336 DET Slit 6.15 6.15 10.00 10.00 1.85 1.85 SPL HPL 0+18.00- 0+11.85-- 0+01.85-- 0+00.00- INV STATION (let) REVIEW COPY F E B 0 8 1999 NOT FOR FAE'I~CAdON 0.00o 0.0000 485.3~ 485.31- 485.3b 485.3~ DEFLECTION SLOPE INV ELEV DATA TANGENT ( Ft.. ) (x3efr,D ~ 43 NOTEtREAD UP NO. BY DATE REVISION DI~WN: NWB CHKBYI DATXt 2-04-99 HANSON Concrete Products, Inc, COPPELL, TEXAS [ PROJECTs 98-133B [ SHEETs 45 REVIEW COPY F E B 0 8 1999 N01' FOR FAB~CATION I I I,~ I I I 24" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) I",~..~o J.,;,..I.....;,..!''~ ~,-~.~ B A 16" B-303 BELL REM. LENGTH 0.42 w/EXTRA BC w/16' BB OUT SPECIALS COPPELL, TEXAS Honson Concrete Products, Inc. .o. 98-1338 19e-t D1 REVIEW COPY F E B 0 8 1999 NOT FOR FABFIICATiON (~ W/BEVELED SPIGOT A 24' B-303 SHORT PIPE ARRANGEMENT (CLASS 150) REVlSlON ~ ~: NWB ~t~: 2-04-99 SPECIALS COPPELL, TEXAS REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION A '1 24" B-303 SHORT PIPE ARRANGEMENT PC NO LL A BX324 26.63 26' 7 1/1~' BX223 26.50 26' 5 1/~ BX234 23.50 23' 5 1/~ BX306 22.00 21' 11 1/2" BX293 19.50 19' 5 1/~ (CLASS 150) REM. LENGTH 5.68 5.81 8.81 10.31 12,81 JOlt. m': NWB I 4 m~ 2-0-99 SPECIALS COPPELL, TEXAS JHanson Concrete Products, Inc. ~..o. 98-133B Js. Et D3 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION (~) W/DOUBLE BELL B A 24" B-303 SHORT PIPE ARRANGEMENT PC NO LL A BX50 25.00 24' 11 1/2" BX63 16.00 15' 11 1/2" BX339 21.00 20' 11 1/2" Bxl Q 20.00 19' 7 1/2" BX225 20.00 19' 11 1/2" BX329 16,00 15' 11 1/2" BX219 13.75 13' 8 1/2" (CLASS 50) PC NO LL B BX239 7.00 25' 4 1/2" BX279 16.00 16' 4 1/2" BX142 10.83 21' 6 9/1~' BX75 10.58 21' 9 9/16" BX236 10.33 22' 0 9/16" BX296 15.75 16' 7 1/2" BX231 13.00 19' 4 1/2" REM. LENGTH 0.42 0.42 0.59 2.17 2.09 0.67 5.67 DATE NWB CHr, CKm 4 2-0-99 SPECIALS COPPELL, TEXAS Hanson Concrete Products, Inc. .w~..~. 98-133B IS. ET D4 REVIEW COPY F E B 0 8 1999 NOT FOR FABttCATiON c A (~) W/DOUBLE BELL 24" B-303 SHORT PIPE ARRANGEMENT PC NO LL A PC NO BX258(~) 5.00 4' 7 1/2" BX241 BX46 9.00 8' 11 1/2" BX320 (CLASS ~5o) LL B 'PC NO LL 6.00 10' 2 1/2" BX275 21.00 6.00 14' 6 1/2" BX254 17.00 C ~1'4 1/2" 15' 4 1/2" RE:M, LENGTH 1.17 0.83 REVISION NWB CHECKIE!~, 2--04--99 SPECIALS COPPELL, TEXAS IHonson Concrete Products, Inc. ~..0,98-133B Is.m D5 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICAtiON BEVEL PIPE TABLE FIELD TOP ~ LOCATION PIECE SIZE CLASS PIPE ENDS LL BEVEL OFFSET MARK ANCLE (ANGLE) (DIST) BEVEL END · 178 24" 150 BS/BB 32.00' 3.00' 13/8" O' 0" 210 24" 150 BS/BB 32.00' 3.00' 13/8" +180' 41 1/4" , 215 24" 150 BS/BB 32.00' 3.00' 13/8" 0' 0" 230 24" 150 BS/BB 32.00' 3.00' 13/8" 0' O" 291 24" 150 BS/BB 32.00' 5.00' 2 1/4" +180' 41 1/4" · 292 24" 150 BS/BB 32.00' 5.00' 2 1/4" 0' O" 303 24" 150 BS/BB 32.00' 5.00' 2 1/4" -90' 20 5/8" 318 24" 150 BS/BB 32.00' 3.00' 13/8" -90' 20 5/8" 319 24" 150 BS/BB 32.00' 5.00' 2 1/4" -90' 20 5/8" ' 321 24" 150 BS/BB 32.00' 5.00' 2 1/4" +90' 20 5/8" · BX322 24" 150 BS/BB 24.00' 3.00' 13/8" +82' 18 7/8" Ne. BY SHORT SIDE LOCATION MEASURED FROM TOP 6, FACING BEVELED END: (+)=CLOCKWISE; (-)=COUNTER-CLOCKWISE ARROW IN BEVELED END VIEW DENOTES SHORT SIDE LOCATION. ,* NOTE: ADDITIONAL FIT11NC WORK REQUIRED ....~: NWB SPECIALS ~ G[FORD-HILL-AMERICAN, INC. c~c.m:. m.. '.o. 98-133B I Rt'"VF~O~ ~: 2-04-99 COPPELL, TEXAS SHEET D6 ,-,) REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION ,-I' LAYING LENGTH "A" 2.00' "B" 2.00' ' r,_- XTRA MECHANICALLY IMPACTED MORTAR COATING TO PROVIDE SATISFACTORY BEARING FOR THE PIPE. PIPE WITH EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS "A" "B" REMARKS NO. I.D. 211 24" 150 32'-0" 28'-0" 212 24" 150 32'-0" 28'-0" 213 24" 150 32'-0" 28'-0" 307 24" 150 32'-0" 28'-0" 308 24" 150 32'-0" 28'-0" 309 24" 150 32'-0" 28'-0" 330 24" 150 32'-0" 28'-0" 331 24" 150 32'-0" 28'-0" 332 24" 150 32'-0' 28'-0" 333 24" 150 32'-0" 28'-0" 334 24" 150 32'-0" 28'-0" 335 24" 150 32'-0" 28'-0" No. BY DATE Rt'VtSION LAYING LENGTH "A" 'l 1.00i "B" _i_.O0_ i ""'~ZI" EXTRA MECHANICALLY IMPACTED MORTAR COATING TO PROVIDE SATISFACTORY BEARING FOR THE PIPE. PIPE WITH EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS "A" "B" { REMARKS NO. I.D. BX214 24" 150 4'-4 1/2" 2'-4 1/2" ZI" EXTRA MECHANICALLY IMPACTED MORTAR COATING AT CONSTANT DIAMETER ALONG ENTIRE LENGTH PIPE WITH EXTRA MECH. IMPACTED MORTAR COATING PIPE PIPE CLASS NO. I.D. 20 24" 150 21 24" 150 24 24' 150 25 24" 150 263 24" 150 264 24" 150 302 24" 150 I~ rr: DW I SPECIALS o~: 2-4-99 COPPELL, TEXAS REMARKS IHAN.~SO.N Concrete Products, Inc. 98-133BlsHe~ 07 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION NOTE: FOR OUTLETS 6" AND SMALLER, OMIT MORTAR LINING AND PAINT WITH TNEMEC SERIES 140 POLYAMIDOMINE EPOXY OR SIMILIAR NSF APPROVED PAINT. "A" MEASURED FROM I~ OF OUTLET TO END OF BELL I "B" MEASURED FROM WRAPPER TO END OF BELL Q://6"x3" TORF 6" FLG INS. KIT FLANGE OUTLET Pc. No. SIZE & TYPE OD CYL OUT SIZE 17 24" B-303 25 3/4" 6" 69 24" B-303 25 3/4" 6" 78 24" B-303 25 3/4" 6" 80 24" B-303 25 3/4" 6" 88 24" B-303 25 3/4" 6" 96 24" B-303 25 3/4" 6" 114 24" B-303 25 3/4" 6" 22'-3 5/8" 9'-0 1/4" ,30'-6" 10'-9" 16'-9" 12'-9" 8'-9" "C" 22 3/1~ 22 22 22 3/1~ 22 3/1~ 22 3/1~ 22 9" 9" 9" 9" 9" 9" 9" WRAPPER COLLAR 5/16" x 3 1/4" 5/16" x 3 1/4" 5/16" x 5/16" x 3 1/4" 5/~6" x 3 1/4" 5/16" x 3 1/4" 5/16" x 3 1/4" REMARKS ; O) N~. BY __1 13e. BY: DW CH!:CKI): ~lt: 2-4-99 SPECIALS COPPELL, TEXAS REVIEW COPY F E B 0 8 1999 NOT FOR FABRICAT}ON NOTE: FOR OUTLETS 6" AND SMALLER, OMIT MORTAR LINING AND PAINT WITH TNEMEC SERIES 140 POLYAMIDOMINE EPOXY OR SIMILIAR NSF APPROVED PAINT. 41 "A" MEASURED 'FROM g OF OUTLET TO END OF BELL ' I ' "B" MEASURED FROM WRAPPER TO END OF BELL SS OF BEVEL FLANGE OUTLET SPIGOT VIEW i~178 Pc. No. SIZE & TYISE OD CYL 169 24" B-303 25 3/4" 178 24" B-303 180 24" B-303 192 24" B-303 200 24" B-303 204 24" B-303 269 24" B-303 278 24" B-303 282 24" B-303 25 3/4" 25 3/4" 25 3/4" 25 3/4" 25 3/4" 25 3/4" 25 3/4" 25 3/4" OUT SIZE "A" 8" 26'-7 1/8" 8" 20'-4 7/8" 12" 13'-15/8" 8" 29'-3 3/4" 8" 25'-3 5/8" 6" 28'-3 1/2" 8" 1'-11" 8" 25'-2 3/4" 8" 8'-5 i/2" "C" 22 3/16" 22 3/16" 22 3/16" 22 3/16' 22 3/16' 22 3/16" 22 3/16" 22 3/16" 22 3/16" 9" 9" 9' 9" 9' 9" 9" 9" 9" 2-4-99 w/BEVELED SPIGOT SEE SPIGOT VIEW //6'x3' TORF 6" FLC INS. KIT WRAPPER COLLAR 5/16" x 4 5/8" 5/16" x 4 5/8" 5/16" x 6 1/2" 5/16" x 4 5/8" 5/16" x 4 5/8" 5716" x 3 1/4" 5/16" x 4 5/8" 5/16" x 4 5/8" 5/16" ,< 4 5/8" REMARKS (_1) (_2) SPECIALS COPPELL, TEXAS HANSON Concrete Products, Inc. Dw~..o. 98-133B Is.t'u D9 REVIEW COPY F E I~ 0 8 1999 NOT FOR FABRICAT}ON "A" MEASURED FROM ~ OF OUTLET TO END OF BELL B- 30,5 BELL OUTLET Pc, No, SIZE & TYPE OD CYL OUT SIZE "A' BX336 24" B-303 25 3/4' 16" 2'-7 1/4" 22 3/16" COLLAR 5/16"~ x 8 1/2" REMARKS RE~lS~N 2-4-99 SPECIALS COPPELL, TEXAS jHANSON Concrete Products, Inc. }ow~. No. 98-133B ~T DIO REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION Pc. No. 62 183 228 292 DETAIL "B" "A" DETAIL "A" SIZE & TYPE 24" B-303 24" B-303 24" B-303' 24" B-303 '1 J OD CYL 25 3/4" 25 3/4" 25 3/4" 25 3/4" 'X"= ACTUAL TAPE MEASUREMENT -y., COLLAR, SEE ' TABLE FOR FLANGE BLOW-OFF OUTLETS OUTLET SIZE "A" "X" "Y' 6" 24'-4 5/8" 26 1/16" 22 3/16" 6" 30'-4 1/4" 26 1/16" 22 3/16" 6" 14'-6 3/8" 26 1/16" 22 3/16" 6" 28'-11 1/2" 26 1/16" 22 3/16" NOTE: FLANGES 10" THROUGH 48' SHALL HAVE THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. EXPOSED CYLINDER IN THIS AREA IS TO BE COATED w/JONES-BLAIR 1971 PRIMER. CONTRACTOR IS TO COAT w/CEMENT MORTAR WHEN PIPE IS INSTALLED. NOTE: FOR OUTLETS 6" AND .SMALLER, OMIT MORTAR LINING AND PAINT WITH TNEMEC SERIES 140 POLYAMIDOMINE EPOXY OR SIMILIAR NSF APPROVED PAINT. SPIGOT VIEW #292 DETAIL "B" "B" "B" "Er COLLAR REMARKS 5/16"R x 3 1/4" 5/16"P,. x 3 1/4" 5/16"1E x 3 1/4" 5/16"E x 3 1/4" w/BEVEL, SEE SPIGOT VIEW 2 4 O.,T[: -- --99 SPECIALS COPPELL, TEXAS I I~M~].~.ON Concrete Products, Inc. 98-133Bls. m Dll REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION "A" MEASURED FROM ~ OF OUTLET TO END OF BELL I I "B" MEASURED FROM WRAPPER TO END OF BELL FLANGE CROSS OUTLET (CLASS 'D') Pc. No. SIZE &TYPE OD CYL OUT SIZE "A" "B" 146 24" B-303 25 3/4" 12" 27'-9" 26'-6 1/2" 215 24" B-303 25 3/4" 8" 16'-11 5/8" 15'-8" 301 24" B-303 25 3/4" 8" 18'-13/8" 17'-2 7/8" 22 3/16" 22 3/16" 22 3/16" 9" 9" 9" Q w/3.00' BEVEL, SEE SPIG VIEW 90' OR 20 5/8" MEAS. ON O.C. OF SS OF BEVEL SPIGOT ~ · 8" FLG TYP. SPIG VIEW OF//215 WRAPPER 5/16" x 29" 5/16" x 21" 5/16" x 21" COLLAR REMARKS 2, NOTE: FOR OUTLETS 6" AND SMALLER, OMIT MORTAR LINING AND PAINT WITH KOP-COAT "BITUMASTIC SUPER TANK SOLUTION". ~'~: 2-4-99 SPECIALS COPPELL, TEXAS JHAN,..S~ Concrete Products, Inc. 98 - 133BJs~E, D 12 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION PC. NO. A66 A67 A76 A77 A144 A145 A221 A222 A237 A238 A326 A327 A337 A338 SIZE 24' 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TYPE OF JOINTS O. JOINT 1 JOINT 2 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 B-SPIGOT FLANGE 16 B-BELL FLANGE 16 REVISION 7/8' 7/8" 1/8" 7/8" 1/8" 7/8' 1/8" 7/8" 1/8" 7/a' T.O. SIZE 11 1" 1- f' f' 1" f' f' 1" f' 1" 1" 1" f' STANDARD ADAPTORS THREADED OUTLET DATA 1/5' THD. OUT. (IRON THD.) 3/~' 3000# STL HALF CPL. 3/~ X 1/2" BRASS BUSHING 1/2" BRASS PLUG 3/4" THD. OUT. (IRON THD.) 1" 3000~ STL, HALF CPL. 1" X 3/4" BRASS BUSHING 3/4" BRASS PLUG f' THD, OUT. (IRON THD.) 11/4" 3000# STL. HALF CPL. 11/4" X f' BRASS BUSHING 1" BRASS PLUG 11/~ THD, OUT. (IRON THD.) 11/2" 3000# STL, HALF CPL, 11/2" X 11/~ BRASS BUSHING 11/~ BRASS PLUG 11/~ THD. OUT. (IRON THD.) 2" 3OO0t STL. HALF CPL. 5' X 11/5' BRASS BUSHING 11/~ BRASS PLUG THD. OUT. (IRON THD.) 1/2" 3000# STL. HALF CPL. 1/~ X 5' BRASS BUSHING BRASS PLUG o~: 2-4-99 r.o.x~ (. SPECIAL REQUIREMENTS NOTE: SEE STANDARD FII'rlNGS DETAILS. REFER TO SECTION 1 FOR JOINT INFORMATION AND SECTION 2 FOR ADAPTOR INFORMATION. SPECIALS I GIFFORD-HILL-AMERICAN, INC. COPPELL, TEXAS mw~. ,o. 98-1338J.~, D13 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION "I PC. NO. B48 ID= 24" OD CYL= 25 RADIUS= 31.00" TANGENT= 8.31" PLATE= 3/16" LEG1 LEG2 LL= 1.59' LL= 1.50' X= 10.27" Y-- 5.19" 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 ID-- RING ID= RING OD= RING OD= CHECK LENGTH= 22 5/16" CHECK ENGTH= 18" ANGLE= 30.00' CUT ANGLE= 7.500' DISTANCE AROUND CIR. CUT1 1) o" 16 1/16" 2) 20 1/4" 14 3/8" 3) 40 7/16" 12 5/8" I~. er: NWB m,'E: 2-04-99 FULL CUTS= 2 OVERALL CAN LENGTH= 31 13/16" DISTANCE FROM END TO EA. CUT CUT2 20 13/16" 22 1/2" 24 3/16" TYPE 3 FITTINGS COPPELL, TEXAS IHonson Concrete Products, Inc. m,m. ,m. 98-133B IsvEq D14 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION PC. NO. B51 ID= 24" OD CYL= 25 3/4" RADIUS= 31.00" TANGENT= 8.3t" PLATE= 3/16" LL= 1.50' LL= 1.50' X= 9.19" Y= 5.19" 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 ID= RING ID= RING OD= RING OD= CHECK LENGTH= 21 1/4" CHECK LENGTH= 18" ANGLE= 30.01' CUT ANGLE= 7.501' DISTANCE AROUND CIR. CUT1 1) O" 14 15/16' 2) 20 1/'r' 13 1/4" 3) 40 7/16" 11 9/16" FULL CUTS= 2 OVERALL CAN LENGTH= 30 11/16" DISTANCE FROM END TO EA. CUT 19 3/4" 21 7/16" 23 1/8" TYPE 3 m. m': NWB I~'~: 2-04-gg FITrINGS COPPELL, TEXAS Hanson Concrete Products, Inc. m...o. 9~ REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION PC. NO. B182 ID= 24" OD CYL= 25 3/4" RADIUS= 3t,00" TANGENT= 11,93" PLATE= 3/16" LL= 2.19' LL= 1.77' X= 13.85" Y= 4.81" 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 ID= RING ID= RING OD= RING OD= CHECK LENGTH= 29 1/2" CHECK LENGTH= 21 1/4" No. BY DATE REVISION ANGLE= 42.10' CUT ANGLE= 10.524' DISTANCE AROUND CIR. CUT1 1) 0" 22" 2) 20 1/4" 19 5/8" 3) 40 7/16" 17 3/16" NWB 2-04-99 FULL CUTS= 2 OVERALL CAN LENGTH= 41 11/16" DISTANCE FROM END TO EA. CUT 28 3/4" 31 1/8" 33 1/2" TYPE 3 FrI'FINGS COPPELL. TEXAS REVIEW COPY F E D 0 8 1999 NOT FOR FABRICATION "I PC. NO. B224 RADIUS= 31.00" LL= 1.78' X= 8.03" BEVEL= JOINT TYPE: B-303 SPIG LENGTH= 3 3/4" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 24 5/8" ID= 24" TANGENT= 12.83" LL= 1.71' Y= 3.19" BEVEL= OD CYL= 25 3/4" PLATE= 3/16" JOINT TYPE: B-303 BELL LENGTH= 4 1/2"' BACKUP RING: RING ID= RING OD= CHECK LENGTH= 20 1/2" RL~ISION ANGLE= 44.96' CUT ANGLE= 11.240' DISTANCE AROUND CIR. CUT1 ~) O" ~6 3/4" 2) 20 1/4" 14 3/16" 3) 40 7/16" 11 5/8" J~. ~: NWB ~a[; 2-04-99 FULL CUTS= 2 OVERALL CAN LENGTH= 35 7/8" DISTANCE FROM END TO EA. CUT CUT2 23 15/16' 26 1/2" 29 1/16" TYPE 3 FITrINGS COPPELL, TEXAS JHonson Concrete Products, Inc. ,w~..o. 98-133B Js.~, D17 REVIEW COPY F E B 0 8 1999 NOT FOR FABP,4CATION PC. NO. B226 ID= 24" OD CYL= 25 3/4" RADIUS= 31.00" TANGENT= 12.83" PLATE= 3/16" LEG1 LEG2 LL= 2.10' LL= 1,71' X- 11.87" Y= 3.19" 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 ID= RING ID= RING OD= RING OD= CHECK LENGTH= 28 7/16" CHECK LENGTH= 20 1/2" ANGLE= 44.96' CUT ANGLE= 11.240' DISTANCE AROUND CIR. CUT1 1) O" 20 9/16" 2) 20 1/4" 18" 3) 40 7/16" 15 1/2" FULL CUTS= 2 OVERALL CAN LENGTH= 39 11/16" DISTANCE FROM END TO EA. CUT CUT2 27 13/16" 30 3/8" 32 15/16" TYPE 3 ~. ~'; NWB CHt'CXI:D:, o,'m 2-O4-9g FITtINGS COPPELL, TEXAS Honson Concrete Products, Inc. I~..o. 98-133B IS.ET D18 REVIEW COPY FEB 0 8 1999 NOT FOR FABRICATION PC. NO. B232 RADIUS= 31,00" LL= 1,24' X= 1.57" BEVEL= JOINT TYPE: B-303 SPIG LENGTH= 3 3/4" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 18 1/8" ID= 24" TANGENT= 12.81" LEG2 LL= 1.82' Y= 4.53" BEVEL= OD CYL= 25 3/4" PLATE= 3/16" JOINT TYPE: B-303 BELL LENGTH= 4 1/2" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 21 13/16" ANGLE= 44.89' CUT ANGLE= 11.222' DISTANCE AROUND CIR. CUT1 1) O' 10 1/4" 2) 20 114" 7 ,3) 40 7/16" 5 3/16" o., m': NWB o,'~ 2-04-99 FULL CUTS= 2 OVERALL CAN LENGTH= 30 11/16" DISTANCE FROM END TO EA. CUT CUT2 17 7/16" 20" 22 9/16" TYPE FII'rlNGS COPPELL, TEXAS Honson Concrete Products, Inc. win. ,o. 98-133B Js. Et D19 REVIEW COPY F E I~ 0 8 '1999 l~Of FOR FABRICATION PC, NO, B235 RADIUS= 31.00" LEG1 LL= 1,51' X= 4,81" BEVEL= JOINT TYPE: B-303 SPIG LENGTH= 3 3/4" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 21 ID= 24" OD CYL= 25 3/4" TANGENT= 12,81" PLATE= `5/16" LL= 1,78' Y= 4.05" BEVEL= JOINT TYPE: B-303 BELL LENGTH= 4 1/2" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 21 3/8" REVISION ANGLE= 44.90' FULL CUTS= 2 CUT ANGLE= 11,224' OVERALL CAN LENGTH= 3`5 7/16" DISTANCE DISTANCE FROM END TO EA. CUT AROUND CIR. CUT1 CUT2 1) O" 1`5 1/2" 20 11/16" 2) 20 1/4" 10 ~5/16" 2`5 ~/4" `5:1) 40 7/16" a 7/16" 25 1,5/16" 4 N,'rL 2--0 --99 'IYPE 3 FITrINGS COPPELL, TEXAS Honson Concrete Products, Inc. ow~..o. 98-133B Is~B D20 REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION "I PC. NO. B277 ID= 24" OD CYL= 25 3/4" RADIUS= 31.00" TANGENT= 12.79" PLATE= 3/16' LL= 1.83' LL= 1.75' X= 8.67" Y= 3.71" BEVEL= BEVEL= JOINT TYPE: B-303 SPIG JOINT TYPE: B-..t03 BELL LENGTH= 3 3/4" LENGTH= 4 1/2" BACKUP RING: BACKUP RING: RING ID-- RING ID= RING OD= RING OD= CHECK LENGTH= 25 3/16" CHECK LENGTH= 21" ANGLE= 44.84' CUT ANGLE= 11.210' DISTANCE AROUND CIR. CUT1 1) O" 17 3/8" 2) 20 1/4" 14 t3/16" 3) 40 7/~6" ~2 1/4" FULL CUTS= 2 OVERALL CAN LENGTH= 36 15/16" DISTANCE FROM END TO EA. CUT 24 9/16" 27 1/8" 29 5/8" TYPE 3 No, BY DATE REVISION o.. ev: NWB m~ 2-04-99 FITTINGS COPPELL, TEXAS Honson Concrete Products, Inc. ~. ,o. 98-133B Ism~q D21 REVIEW COPY F E B 0 8 1999 NO1' FOR FABRICATION mm PC, NO. B281 RADIUS= 31.00" LL= 1.48' X= 2.40" BEVEL= JOINT TYPE: B-303 SPIG LENGTH= 3 BACKUP RING: RING ID= RING OD= CHECK LENGTH= 21" ID= 24" OD CYL= 25 3/4" TANGENT= 14.86" PLATE= 3/16" LL= 1.75' Y= 1.64" BEVEL= JOINT TYPE: B-303 BELL LENGTH= 4 1/2" BACKUP RING: RING ID= RING OD= CHECK LENGTH= 21" ANGLE= 51.23' CUT ANGLE= 8.538' DISTANCE AROUND CIR. CUT1 1) O" 9" 2) 20 1/4" 7 ~/~ 6" 3) 40 7/16" 5 FULL CUTS= 3 OVERALL CAN LENGTH= 31 15/16" DISTANCE FROM END TO EA. CUT CUT2 CUT3 14 7/16" 27 5/8" 16 3/a" 25 11/16" 18 5/~6" 2~ 3/4" TYPE 3 o.. m'.- NWB o~: 2-04-99 FII'rINCS COPPELL, TEXAS Honson Concrete Products, Inc. ow~. ,o. 98-133B IslEt D22 REVIEW COPY FEB 0 8 1999 NOT FOR FABRICATION PC. NO. B294 ID= 24" OD CYL= 25 3/4" RADIUS= 3!.00" TANGENT= 12.83" PLATE= 3/16" LL= 1.53' LL= 1.78' X= 5.03" Y- 4.03" 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 ID= RING ID= RING OD= RING OD= CHECK LENGTH= 21 5/8" CHECK LENGTH= 21 3/8" No. BY DATE RL~ISlON ANGLE= 44.98' CUT ANGLE= 11.245' DISTANCE AROUND CIR. CUT1 ~) O" 13 3/4" 2) 20 1/4" 11 3/16" 3) 40 7/16" 8 5/8' NWB CHLrCK~I): 4 2-0-99 FULL CUTS= 2 OVERALL CAN LENGTH= 33 11/16" DISTANCE FROM END TO EA. CUT CUT2 20 15/16" 23 1/2" 26 1/16" FITTINGS COPPELL, TEXAS TYPE 3 REVIEW COPY FEB 0 8 1999 NOT FOR FABRICATION PC. NO. B297 ID= 24" OD CYL= 25 3/4" RADIUS= 31.00' TANGENT= 11.65" PLATE= 3/16" LEG1 LEG2 LL= 1,62' LL= 1.76' X--~ 7.29" Y= 4.97" 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 ID-- RING ID= RING OD= RING OD= CHECK LENGTH= 22 11/16" CHECK LENGTH= 21 1/8" ANGLE= 41.19' CUT ANGLE= DISTANCE AROUND CIR. 1) O" 2) 20 1/4' 3) 40 7/16" 10.298' CUT1 15 1/4" 12 15/16" 10 9/16" FULL CUTS= 2 OVERALL CAN LENGTH= 34 13/16" DISTANCE FROM END TO EA. CUT 21 7/8" 24 3/16" 26 1/2" TYPE 3 FI'I'rlNCS COPPELL, TEXAS Hanson Concrete Products, Inc. ot~. ,0.98-133B I=.e"r D24 REVIEW COPY F E B 0 8 1999 NOT FOR FAB~CATION 3 3/c 30 3/4" 48 7/8" 105" 52 5/8" · 'lw 12" FLANGE 2~ 7/8" 25 3/4' 24" B-303 BELL 40" ~2 3/8" i~ 3/8"E x 12" NIP OD = 13 3/8" (D 2" THD. OUT. (,RON THD.) 2 ~/2" 3000//STL. HALF CPLG. 2 1/2"x 2" BRASS BUSHING 2" BRASS PLUG NOTE: FLANCES 10" THROUCH 48" SHALL HAVE THE MORTAR COATING DELETED FOR 5" BEHIND THE FLANGE. EXPOSED CYLINDER IN THIS AREA IS TO BE COATED w/JONES-BLAIR 1971 PRIMER. CONTRACTOR IS TO COAT w/CEMENT MORTAR WHEN PIPE IS INSTALLED. SEE CROTCH PLATE DETAIL ON SHEET D26 C65 24" BS x 24" CYL PE x 24" CYL PE x 24" BB w/2 EA. 24" CPE x 12" FLG REDUCER ATI"D w/2 - 1" T.O. FITrINGS COPPELL, TEXAS. 2-8-99 77 13/ls" SHEET LAYOUT 2 REQ'D REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION 2" THD. OUT. (IRON THD.) 2 1/2" ,5000/f STL. HALF CPLG. 2 1/2" x 2" BRASS BUSHING 2" BRASS PLUG OMIT MORTAR LINING &: COATING 3/16"t DISHED HD. y 2" T.O. I ] 1 -REQ'D TEMPORARY TEST PLUG PC. NO. SIZE-TYPE DISHED CLASS REMARKS HD. O.D. TP1 24" B-303 25 3/4" 150 w/2" T.O. TP2 24" B-303 25 3/4" 150 w/2" T.O. TP3 24" B-303 25 3/4" 150 w/2" T.O. TP4 24" B-303 25 3/4" 150 w/2" T.O. 57 1/8" 28 9/16" 28 9/16" 10 1/16" ~ CROTCH PLATE DETAIL FOR C65 2-REQ'D REVISION o~: 2-8-99 FITTINGS COPPELL, TEXAS GIFFORD-HILL-AMERICAN, INC. I~,,'~..o. 98-133B Is.~E'~ D26 -) REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION 27 3/4" 5" 63 3/4" 3 3/4" 24" 60" 3 3/4" ".n '1 F - , r,") 0 I nl I I 12" PROTECTIVE COATING AND LINING A PLIED IN FIELD FIELD WELD , . .-... :, :,-:: -.- FIELD WELD ,,-,,,. ,,~;;,~;;,-'.--. :" BS257,BS340 3/16"1~ x 12 SPLIT BUTT STRAP- ID=25 7/8" 2-REQ'D DETAIL "A' NOTE: PAINT INTERIOR OF BUI'r STRAP WITH NSF APPROVED PAINT IN THE PLANT, CS257,CS340 24" B-303 SPIGOT x 24" B-303 SPIGOT CLOSURE .SECTION w/SPLIT BU'I'I' STRAP 2-REQ'D FITrINGS COPPELL, TEXAS REVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION 27 3/~" 314" 64 1/2" 24" 6O" 28" '1 F~' I II II ~'o i~o J L 4 ~/2" 12" 5" 2" PROTECTIVE COATING AND LINING A PLIED IN FIELD ' P // -..: :-,':, .LD ~,~ ,~,._.. -: .: ~:;:.-,--;.-~'~. f"' ".'-'.'- ~-'" . :-'~'- BS256 3/16"1E x 12 SPLIT BUTT STRAP -- 10=25 7/8" DETAIL "A" NOTE: PAINT INTERIOR OF BUT[ STRAP WITH NSF APPROVED PAINT IN THE PLANT. CS256 24" B-303 SPIGOT x 2~ B-303 BELL CLOSURE SECTION w/SPLIT BUTT STRAP REdSION FITTINGS COPPELL, TEXAS FIEVIEW COPY F E B 0 8 1999 NOT FOR FABRICATION RING FLANGES I.O. OF NO. OF O.D. OF THICKNESS O.D. OF OPENING FLANGES CYLINDER OF CYL. "D" FLANGE "A" REQ'D. "Er 'C" ,.%" 3 1/2" SCH. 40 STD 150~ SLIP ON 4" 4 1/2' SCH. 40 9" 7 1/2" 6" 12 6 5/8' SCH. 40 12" I 1" 9 1/2" 8" I1 9 3/8' 3/16' 12" 13 1/2' 11 3/4" 10" 11 3/8" 16" 14 1/4" 12" 5 13 3/8" ' 12' 19' 17" 14" 15 1/4" 21" 18 3/4" 16" 17 3/8" 23 I/2' 21 1/4" 18' 19 25/32" 25" 22 3/4" 20" 21 25/32" " 27 1/2" 25" 24." 14 25 3/4" 12" ,.%2" 29 1/2" 30' 31 7/8" 38 3/4" 36" 37 7/8" 3/16" 46" 42 3/4" 42" 43 7/8" 1/4" 53' 49 1/2" CLASS D RING FLANGE SCHEDULE B.C. OF THICKNESS NO. OF FLANGE OF FLANGE BOLTS "F" "G" REQ'D. .FLC 4 5/8' 8 11/16- 8 11/16' 8 11/16- 12 13/16" 12 15/16- 12 1" 16 I 1/16" 16 11/8" 20 11/4" 20 13/8" 28 15/8" 32 13/4" 36 INSIDE DIA,METER OF FLANGE ........ +1/16" MANUFACTURING TOLERANCES: OUTSIDE DIAMETER OF FLANGE ....... :1: 1/8" INSIDE CIRCUMFERENCE FLATNESS..O.010' COATING LIMITATIONS D + 3/8" FLANGE MAX. COATING d ' SIZE THICKNESS 'H" 'G _[:"5"_ 3' -8" 3/8" I' ' 2 10'-48" COATING DELETED , j' .:.: ..... .-.=..... 3/8' NIPPLE LENGTH "< 8" I,D,&: BY I DAlE I DIAMETER OF BOLT HOLES 314" sic 7/8" 1" 1" 1/8' 1/8- I/4" 1/4' sic sic s/a" DIAMETER OF BOLTS sir s/4" 3/4" 7/8" 7/e~' 1' 1' 118" 1/8- 1/4" 1/4- 1/2- 1/2" SIZE BLIND AND/OR REDUCING FLANGES NO. OF OD. OF THICKNESS! FLANGES FLANGE OF FLG. REQ'D "E" "G" S" STD 150J BLIND FLG. 4" 9" 0.625" 6"x3" 4 11" 0.692" 8" 13 1/2" 0,805" 10' 16" 0.947" 12" 19' 1.110" 14" 21" 1.127" 16" 23 1/2" 1.258" 18" 25" 1.326" 20" 27 1/2" 1.442" 24" 32" 1.657' 30" 38 3/4" 2.003" LARGER * THICKNESS OF FLANGE...+1/8" BOLT CIRCLE .................. -I- 1/16" OUTSIDE CIRCUMFERENCE FLATNESS...O.O20" , FOR OUTLETS 6" AND SMALLER, OMIT LINING AND PAINT WITH BITUMASTIC SUPER TANK SOLUTION. REVISION NOTE I: THESE FLANGES CONFORM TO AWWA C207 CLASS D, TABLE 2. NOTE 2: DRILLING CONFORMS TO ANSI B16.1 CLASS 125. IDR. BY: ::- DAlE 2 99 NO. &: DIA. B.C. OF SEE OF FLANGE DETAIL BOLT HOLES "r NO. 4- sic 8 . 3/4" 7 1/2" 8 · 7/8" 9 1/2" 8 - 7/8" 11 3/4" 12- r 14 12 · 1" 17' 12 · I 1/8" 18 16-11/8" 21 1/4" 16-I 1/4" 22 3/4" 2o. 11/4" 20-13/~" 29 1/2" 28.13//8" 36" ALL FLANGE GASKETS SHALL BE FULL FACE 1/8" THICK RUBBER UNLESS OTHERWISE NOTED. O 6"x3" TORF 3, CPLG w/PLUG FLANGE SCHEDULE COPPELL, TEXAS FLG. SCHD. NO.1 CIFFORD-HILL-AMERICAN, INC. REVIEW COPY F E B 0 8 1999 ,NOT FOR FABFI4CATION QUANTITY SIZE · ,+ f' X 3/4" \ <5 16 EA, 1 I/4" F 16 EA. 11/4" X 1" "' 16 EA. 1" o: 4 F_.A. 2 %" ~' 4 EA. 2 I/2"x 2" ~N 4EA. 2" 14 EA. 4EA. 1%" 11/4"xi" l" × ~/4" 3/," 1 112" 11/2" x ~ 1/Z 11/4" x 1" O.D.D.H.= 25 3/4" O.D.D.H.= 25~ CAN 24" B-303 ADDITIONAL DESCRIPTION ,5000//STL. HALF CPLG. BRASS BUSHING BRASS PLUG 30OO~ STL. HALF CPLG. BRASS BUSHING BRASS PLUG 3000# STL. HALF CPLG. BRASS BUSHING BRASS PLUG ,5000# STL. HALF CPLG. BRASS BUSHING BRASS PLUG 3000# STL. HALF CPLG. NYLON BUSHING BRASS BUSHING BRASS PLUG 3OOO# STL. HALF CPLG. NYLON BUSHING BRASS BUSHING BRASS PLUG 1/4 "t DISHED HEAD (WP=150 PSI) CR =100~ KR=6% S.F.= 2" NO PAPER "~ DISHED HEAD (WP= PSI) CR=IO0~ KR=6~ S.F.= 2" NO PAPER JOINT LUBRICANT MILD STEEL ROD FOR WELDED JOINTS FLEX-PROTEX 3" CPLG w/PLUG (FOR 6"x,5" TORF) MATERIAL QUANTITY SIZE DESCRIPTION 32 EA 3/4"x,,,T' BOLT w/NUT 4 EA 3" FLG INS. KIT 4 EA 5" FLANGE GASKET JOINT WRAPPER SCHEDULE PIPE TYPE OF PIPE QUANTITY WIDTH SIZE B-303 L-,501 E-,501 336 EA 7" 24" X 15 EA 12" 27" x 3 EA 18' 24" X 5 EA 12" 16" X I2 EA 7"' 16' x HOLDi EA i 2" 18" X I ~ 1,6" 16" X REMARKS 24' FLANGE 24" BUll STRAP 12' FLANGE 16, FLANGE 16' BUll STRAP REVPiON DRAWN BY: DW CHECKED: DATE: 2-8-99 ADDITIONAL MATERIAL COPPELL, TEXAS HANSON Concrete Products, Inc. DWG. NO. 98-133B I SHT. D30