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ST9302-SP 981002 OCT 0 2 1§gl) NOT FOR FABRIOAlION ADDITIONAL MATERIAL i QUANTITY SIZE DESCRIPTION 1" 3000~ SIL HALF' CPLG. 1" X ,t.//4' BRASS BUSHING 3~/4' BRASS PLUG EA. ! l/4' 5000~1 STL HALF CPLG. EA. 1,/4' X 1' BRASS BUSHING EA. 1' BRASS PLUG EA. 2 1//2" 5000# Sl1_ HALF CPLG. EA. 1/2"X 2' BRASS BUSHING EA. 2" BRASS PLUG 3000# STL. HALF CPLG. BRASS BUSHING BRASS PLUG · 3000~1 Sl1.. HALF CPLG. NYLON BUSHING BRASS BUSHING BRASS PLUG ooo! STL. HALt CPLG. BRASS BUSHING BRASS PLUG EA. O.D.B.H.m 3/8'1E DISHED HEAD (TP= 180 PSi) 31 7/8" C~-I00~ Ke~6~ S.F.= 2" NO PAPER EA. 25~ CAN JOINT LUBRICANT L.F. 3/8'~ MILD STEEL ROD FOR WELDED dOINT. CPLG. W/PLUG FLEX-PROTEX QUANTITY 'SIZE DESCRIPTION 5 CA, 8' 150~ FLANGE GASKET 40 £A. 3/4' X BOLT W/ NUT 3 5 EA. 8' 1~0~ FLANG~ INSULA/ION KIT JOINT WRAPPER SCHEDULE PIPE TYPE OF' PIPE QUANT1TY WIDTH SIZE B-303 L-301 E-301 R~MARKS ,345 EA. 7" ,30' X ! EA. 12" 30' X 50' J.H.A. 5 EA. 7" 24" X 1 EA. 12' 24' X 24' J.H.A. I EA. 12' 18' X 16' FLG. I EA. 12' 27' X 24' FLG, 1 EA. 12' 33' X 30' F1.G. BY: dST ADDITIONAL MATERIAL GIFFORD-HILL-AMERICAN, INC. ~ ~/gei COPPELL, TEXAS OWO. NO. 98-09O0 sm. D17 REVIEW COI OCT 1999 STANDARD ABBREVIATIONS ADAP - ADAPTOR HIS - HARNESSED L-301 SPIGOT SFBF - SIdOOTH FLOW BLIND ATT'D - ATTACHED HP - HORIZONTAL PULL FLANGE BC - ~H COAT HDB - HARNESSED B-303 BELL SHT - SHEET B~VL - BEVEL HPI - HORIZONTAL POINT SLB - SCREEDED L-301 B~LL ~F' - ~t. IND FLANGE Of' INTERSECTION SIS - SCREEDED L-.~01 SPIGOT BHC - BEGIN HORIZONTAL CURV~ HPL - HORIZONTAL PIPE LENGTH SBB - SCREEOED B-303 BELL B(XO - BOTTOM OF PIPE NBS - HARNESSED B-305 SPIGOT SPC - SPECIAL BRP[ - BACK-UP RING HT - HORIZONTAL TURN SRIG - SPIGOT PLAIN ENO INV - INVERT SPL - SLOPE PIPE LENGTH BUR - BACK-UP RING ENO dH - JOINT HARNESS ASSEMBLY SDS - SCREEDED O-.~O5 SPIGOT ENC - BEGIN VERTICAL CUR'V~ LB - L-301 BELL SRLB - SNAP-RING L-501 BELL B&P - BEVEL & PULL LD - LAY1NG DIRECTION SRLS - SNAP RING L-301 CD - COMBINED IS - L-301 SPIGOT SPIGOT CCP - CONCRETE CYUNOCR PIPE LT - LEFT SRBB - SNAP-RING 9-~03 BELL CL - CLA~S M~ - MO~TAJ~D E-~01 BELL SRBS - SNAP-RING B-303 CP - COMBINED PULL MFS - MORTARED E-501 SPIGOT SPtGOT CPE - CLYINOCR PLAIN END MJB - MECHANICAL JOINT BELL S~ - ~TANDARO CRI - COMBINED POINT MJPE - MECHANICAL JOINT TAR - TANGENT OF INTERSECTION PLAIN ENO TES - TRIMMED E-301 SPIGOT Cl:~ - COUPLING PLAIN END MLB - MORTARED L-~01 BELL 'ILS - TRIMMED L-501 SPIGOT CT - COMBINED TURN MLS - MORTARED L-501 SPIGOT TO -THREADEO OUTLET BET - DETAIL MBB- MORTARED B-303 BELL TOP - TOP OF PIPE DH - DISHED HEAD MPE - MORTARED PLAJN ENO TORF - THREADED OUTLET ON - DOWN MBS - MORTARED B-303 SPIGOT REDUCING FLANGE D&T - DRILLED & TAPPED ~B - B-303 BELL TBS - TRIMMED B-~O3 SPIGOT EB - E-301 BELL PCC - POINI' C0MPOIJNO CURVE VCPE - IaCTAULIC COUPLING EEC - ECCENTRIC PE - Pf. AIN END PLAIN END EFLG - CLASS 'E' FLANGE PRC- POINT BEVERSE ~ VP - VERTICAL PUlL EHC - ENO HORIZONTAL CURVE BS - B-303 SP1GOT VPI - VERTICAL POINT OF ELEV - ELEVATION PWEB - PLANT WELD E-301 BELL INTERSECTION ES - E-~01 SP~T PI#ES - PLANT WELD E-301 VT - VERTICAL TURN EVE - ENO YER11CAL CURVE SPIGOT WtrP~ - WALL ~¥¥1NG PLAIN END EXT - EXTRA PBR. B - PLANT WELD L-301 BELL WPE - WELDING PLAIN END FBO - FLANGE BLOW-OFT PWLS - PEANT WELD L-301 OUTLET SP~OT I N DF' X nK - R.~NGE e~SUtATtoN K~r PW1]B - PLANT WELD 8-.103 BELL SHEET NO. DESCRiPTiON FLO - CLASS '0" FL~OE PWBS - PUen WELD 8-303 FO - FLANGE OUTLET SPIGOT ! 11TLR SHEET FOB - FLAT ON BOITOM OTY - OUANTITY 2 INDEX SHEET FORP - FLANGE OUTLET RCB- REINFORCED CONCRETE 2A ORIENTATION SHEET REDUCING FTANGE PIPE BELL FOT - FLAT ON TOP RCCP - REINFORCED CONCRETE 3 GENERAL INF'OIa~tlON FT - FEET CYUNO[R PIPE 4 ~ DESJGN GKI' - GASKET RCS - REINFORCED CONCRETE 5 - 49 LAYOUT HEB - HARNESSED E-,.x01 BELL PIPE SPIGOT D1 - D14 SPECIAL PIPE & FITTINGS HES - HARNESSED E-301 SPIGOT BE - REDUCING FLANGE NH - HAND HOLE RT - RIGHT DI§ - O16 FLANGE SCHEDULE HLB - HARNESSED L-,501 BELL SCRD- SCREEO DI7 ADDITIOHN. MATERIAL INDEX SHEET GIFTORD-HILL-AUERICAN, INC. .o. eY ~,~E ~s,~. COPPELL, TEXAS ~. ,o 98-090B Is~u 2 REVIEW COPY OCT 02 1999 PROTECTIVE COATING APPLIED IN THE FIELD STANDARD ~APP~R: ~: STANOARO ~T ~T ~ ~ g. F~ ~. ~ ~ L~. ~T~,/ ~O~C~ COA~N~ ~ ~ ~ L~ ~,R ~ m ~.~. ~ ~ V~LD. FLANGE CONNEC~ONS F~ A~ VAL~ AC~SS WANH~[~ A~O CAE VA~ [T~ STANDARD RUB~R GASKET ~NT NO~ ~' - ----~ ~'" - ~ _ :~,~'~, I.- -_ -~ ~RUST BLOCK C~CRE~ CRADLE, ENCASEMENT[ OR S~UC~RE WALL C~NEC~ REVIEW .SCRE£D COATING SPIGOT & BELL TO ALLOW ACCESS FOR fiELD WE:LD. OUTSIDE APPLIED COMPLETION , FIELD V*~:LD WELD OR EACH SIDE RO0. (COMPLETE FUSION BETWEEN BELL & ROD) IN1L"RIOR BUTT WELD EXTERIOR Wf:LD REQUIRED !?0 GA. TO 3/16' 1HICK CYL- INDERS t~LDED FOR THRUST, DOUBLE-WELDED M5516 OR M~818 SPIGOTS REQUIRED FOR 'THICKER CYLINDERS FOR THRUST. BBER GASKET M49..~3, M3516, OR M381B SPIGOT (M381B SPIGOT FOR 48" L-301 ONLY) FIELD PROCEDURE: Pt. ACE A 3/8" ,~ STEEL ROD SNUGLY INTO THE RECESS BEI'~EN THE BELL AND SPIGOT. THE IM~:LD MUST BE CONTINUOUS. FULl. ORCUMFERENTIAI. t~LO REQUIRED END VIEW PIPE SIZE WELD & TYPE DE~GNiPSI 30' 9-30*, 150 24' g-303 t~ 16' B-303 15Q SliT. 3A REVIEW COPY OCT 02 1996 NOTFOR~ T~ICAL BELL DETAIL ( ~A~ OY ~~ T~ICAL SPIGOT DETAIL ~/% ~ / EACH ~ECE FOR J~NT HARNESS ~ ~/~_. ASSEMBLED J~NT DETAIL ~ ~'~ (t~.) W/JO ~ ~T ~ H~ o.c H~SS T~D O.C T~ ~C. ~*~ aY: ~T B--~03 ~NT HARNESS ~D-HILL-AMERICAN, INC. REVIEW ~ OCT 02 1996 NO'I' FOR F~ ~- 32'-0' NOMINAL LAY1HG IrNGTH (~' STANOARD ~ ~ ~ I/4' ~. ~ I 5' ~Y ~ ~ . ~ ~ 4" MAX. ~ ~E T~ ~L~ 3/4 MIN.Z .~ ~ ~ ..... , , M4933 X 4 1/2' ~ END ~ ~ ~ ~ ~ ~Eo ~o~ T.o... c~ ~ A ~P~ o~ wA~.~ P~NT ~--~0~ ASSEMBLED JOINT SECTION BAR-~APPED CONCRETE CYLINDER PIPE MANUFACTURING DATA INSTALLATION DATA ~' 1~ 14' ~ I.~ 31 7~ ~12 ~' 1.~ 179 0.~ 1/4 6.~ 1.80' ~2 3~' ~6' 1- 35- 24' 1~ 18' ~ 1.28 25 3/4' ~4 ~ ~ 1~ 0.~ 1/4 7.82 1.54' 25 1/4' ~e' 1' ~' ~" 1,63 0'-I1' ~2~ 16' 1~ ~' ~ 0.94 17 3~' ~6 ~' ~72 I~ 0.23 7/52 6.~ 2.~" 17 ~" ~' I' 20~' ~. ~ ~T B-~O~ ~PE DES~N Q~D-HI~-AMERICAN, INC. ~ ~ o~ ~ ~A~: 8/~/98 COPPELL. ~S ~ ~' 98-~ ~T 4 BX4 ADDITTO~%L MA~AL I~UTR.ED 24# B-303 ~Z~ ~SS ~s ~so ~ 24' B303 ~/BB S~ ~S 150 24" B303 ~BB S~ ~S 150 24" ~ ~/~B 24" ~. - ~ V~ ~S 150 B~ SPIG 3.76 ~ISTI~ 24' LI~ ~ ~ ~I~IE 24' ~PB O~ ~I~I~G LI~ DA'i~ I~VISION 10.49 10.48 32.00 31.99 5+10.71- ~ 5+00.2~ 4+68.2~ OUT=- 4+64.84 4+64.09 4+61.71- 4+60.96 4+57.73 4+57.73 REVIEWCOPI OCT 0 2 lgg8 B&P 3.76°Rt (3.760Rt) 1.44" 0.025! 488.8~ 488.57- 487.77- 487.6~ 487.6G 487.5~ SLOP~ ZNV ~ PLaN D~ ~I~ l~I~ FIR mn ~ ~ S~ 3A. I~ 98~90B RENEW CO Y ~-CO OCT 02 1996 2.58'Lt 6+41.2~ ".&P O. 22°Up 492.2~ 2.59°Cb 9 I 30" B303 BS/BB 32.01 0.0374 S~ 31.99 6+~. 29 -~ 0.30°U~ 491. O~ -- ~' J ~I= 6+~.~ (0.93°Up) (490.57) ~S 150 1.84" 8 i 30" B303 ~/BB 32.01 0.0321 S~ 32 · O0 5+77.29 ~ O. 30°Up 490.06 3-t s+so. ~S 150 1.54° 7 1 30" B303 ~/BB 32.00 0.0270 S~ 31.99 /5+45.30 ~ O. il°Up 489.20 ~S 150 1.44° 6 I 30' B303 ~/BB D9 32.00 0.0251 S~ 31.99 5+13.31- 488.4~ R5 i 30" X 24" ~/'B D13 2.~ 0.0251 ~IC ~U~ 2 · 60 5+10.71- 488.8~ ~. S~ ~ (~) DATA ~ (~) I REVIEW COPY OCT 02 1998 NOT FOR~ 7+69.59 -PUL/, 0.70°Dn- 497.26 ~s ~5o o'~ 1.83o 13 1 30" B303 ~/BB 32.~ 0.0320 s~ 31.98 7+37.60 ~ O. 52°D~ 496. ~4 g '% BVC= 7+29.00 ~S 150 2.35" 12 1 30' 8303 ~/8B 32.00 0.0410 S~ 31.97 7~5.63 ~ O.02"D~ 494.93 ~S 150 D6 2,37° 11 1 30" 8303 ~/BB D7 32,03 0,0414 S~ 32.00 1 · 18"Lt 6+73,6~ .~ 0,01"~ 493,60 6+51.28 Bk ~I= 6+51.28 (3.76"~t) ~ 6+50. O0 ~S 150 2,36° 10 1 30" B303 ~/BB D5 31.94 0.0412 B~ SPIG 3.00 31.92 2. 580Lt 6+41.2a ~P O,22°Up 492.2~ 2.59°~ REVIEW ~ OCT 0 I~ 1998 NOT FOR FABRI ~N-A)8 eC~eZ'D 8+79.04- 498.27- T18 1 30" X 30" X 30" BS/88/88 D14 3.04 'J"J~ 3-4 3.04 8+76.00- 498.26- 3-4: 2.71 8+73.29 498. BXI? 1 30" 8303 ]&.~/88 D3 ?.72 SHORT 7. ?2 8+65 · 57 498.23 CCASS 150 ~'~ 0.17o 16 1 30" 8303 ~/88 32.00 0.0030 STD 32.00 8+33.59- PULL 0.26°D~ 498- 13 3' 3 ~v~ 8+29.00 CLASS 150 0.43° 15 i 30" 8303 BS/B8 32.00 0.0075~ STD 32 · O0 8+01.57- 3-'~ VPI= 7+79.00 (2.2008n) {497.97) CLASS 150 1.13" 14' i 30" 8303 BS/SB 32.00 0.0197 STD 31.99 7+69.59 -PUL/, O. 70°Dn- 497.26 C~T'D PIECE 8ET SPL INV DEFLECTIO~ SLOPE IN~ QTY DESCRIPTI~ STATION NO. SHT HPt. (Ft) DATA TANGENT (Ft) DRAWN: JST GIFFORD-MILL-AMERICAN, INC. NO. BY DATE REVISION DATE: 10-01-98 COPPELL, TEXAS P~OJECT: 98-0908 RE~IEwcOPY OCT 02 1098 NOTI~-AUid }m~w cowr'D os lo 10+81.54 PULL 0. lOODn- 498.68 ~ _C~ VPT= 10+50.00 (0. 340Dn) (498.78) ~S 150 -0.05° 25 I 30" B303 BS/BB 32.00 0.0009 S~ 32 · O0 10+49.5~-~ O.07°Dn 498.71~ w/ 8" E~ T~ ~, LT ~= 10+44.29 ~ F.O.T. ~¢ 8" X 3" ~D. ~. i (D ~ T ~R 3" ~.) 8" ~. I,~ KIT ~_q ~S 150 0.02° BX24 1 30" ~303 ~/BB D4 10.50 0.0004 S~ 10.50 / 10+39.0~ -~ 0.07 °Dh 498.7~ ~S 150 ~ 0.09° S~ 32. ~ 10+07.0~ -P~ O.08°D~ 498.65 --. 3 - ~ ~ 10+00. O0 W/ 6~ E~ ~, LT ~= 9+97.00 ~S 150 0.1~° 22 1 30' B303 ~/BB D7 32.~ 0.0030 S~ 32 · O0 ~+~5.04 498. 21 ~s 1so m~ o.~v~ ~°~ ~ ~o- ~°~ ~/~_ ~ ~'~. oo~'~ o.oo~o ~ 8+79.0~ 498. ~-~ b~J ~' ~'D ~ 8 PIE~ D~ SPL I~ DE~I~ S~ ~. S~ ~ (~) DATA T~ (~) ~:~ ~ ~ M ~ ~S~I~ D~: JST GI~-~I~-~RI~, INC. ~. BY DA~ ~ISI~ DA~: 10-01-98 ~, ~ ~ ~: 98-090B ~ ~l': 9 REVIEW COPY 0G7 0 2 1~ 14+33.53 PUI,L O. 13ODn* 497.47 3- I ~6~ VPI= 14+15.00 (0.40°Vn} {497.691 Cr~ASS 150 -0.38" 36 1 30' 8303 BS/BB 32.00 0.0066 STD 32. O0 ~.- 14+01. CLASS 150 ~"/ _0.25o 35 1 30" 8303 BS/B8 32.00 0.0044 STD 32.00 13+69.54- PULL 0.08°D~ 497.82 3-/~ BVC= 13+65.00 CLASS 150 -0.17° 34 1 30- 8303 BS/BB 32.00 0.0030 STD 32. O0 33 C~ASS 150 ~ 13+37'54' 497.92 THRU 6 30" 8303 BS/B8 -If 192.00 - 11+45.54- 498.49~ 3.[o CLASS 150 -0.17o 27 1 30' 8303 BS/BB 32.00 0.0030 STD 32 · O0 "~ 11+13.54. .PULL O. 02°Dh 498.59- ~.ss 1so (:3~ },.~,/ ~-vc= 11+oo.oo 26 1 30" 8303 ~S/8B 32.00 0.0027~ STD 32 · 00 10+81.54' 'PULL 0. lO°Dh- 498.68 PIECE DET SFL IN~ DEFLECTION SLOPE INV QTY DESCRIPTION STATION NO. SHT HPL (Ft) DATA TANGENT (Pt) ~ M CO CONSTRUCTION UP DRAWN: JST GIFFORD-HILL-AMERICAN, INC. CHK BY: NO. BY DATE REVISION DATE: 10-O1-98 OOPPELL, TEXAS [ PROJECT: 98-0908 REVIEW OCT 02 1998 COtl'I"D O~ 12 16+25.54 ~ 0.25°Up 495.88 9~-'/_.~ VPI= 16+10.00 (0- 79°Up) ~ (495.74) CLASS 150 -0.18° 42 I 30' B303 BS/BB 32.01 0.0032 STD 32 · 01 15+93.52 PULL 0.25oUp 495.98 CLASS iS0 -0 · 44 o 41 i 30" B303 BS/BB 32.00 0.0076 STD 32.00 15+61.53 PULL O. 14oUp 496.22 ~--~ BVC= 15+60. O0 CZ, ASS 150 -0.57° 40 1 30' B303 BS/BB 32.00 0.O100 STD 32 · 00 ~ - *7...%. 15+29.53 496.54 CI2~SS 150 39 1 30" B303 BS/BB 32.00 STD 32.00 14+97.53 496.86 CLASS 150 -0.57° 38 i 30# B303 BS/BB 32.00 0.0100 STD 32 · 00 14+65.53 PUr--..L O. 06°Dh- 497.18 RVC= 14+65. O0 C/J~S 150 -0.51° 37 1 30" B303 BS/BB 32.00 0.0089 STD 32 · 00 14+33.53 PULL 0.13°D~ 497.47. OONT°D FR0t4 10 PIECE DET SPL INV DEFLECTION SLOPE QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL ( Ft ) DATA TANGRNT ( Ft ) READ UP UP ~ ' M CO CO~'STRUCTION NOTE=READ DR~NN: JST GIFFORD-HILFw-M4ERICAN, INC. CIiK BY: NO. BY DATE REVISIO~ DATE: 10-O1-98 COPP~LL, TEXAS [ PROJECT: 98-090B [ SI,~ET: 11 R~EW COPY OCT 0 2 1998 17+85.55 B&P 1.84°Lt CLASS 150 47 i 30' B303 BS/BB D5 32.00 BEVEL SPIG 1.00" 32.00 17+S3. S4~ BP 1.88~Lt· 4~6. ~S 150 46 I 30~ B303 ~/B8 D~ 32.~ B~ SPIG 1.~' 32.~ [7+21.5~-~P 1.88~Lt 4~6.16 3-m ~ ~ 150 45 i 30" B303 BS/BB D5 31.99 B~ SPIG 1.00° 31.99 16+89.55 ~P 1.65"Lt' 496.04 ~ 16+73.22 (~137. ~9) ~ 16+60.00 ~S 150 0'22" 44 I 30" B303 ~/BB 32.01 0.~38: S~ 32 · 01 0.24OLt 16+57.5~ -~ 0.15"Up 495.92' 3'~ o.2~0~ 4~ 1 '~0~ ~03 ~[~ ~2.01 S~ 32.01 16+25.54-~ 0.25"U~ 495.88 p~ D~ S~ I~ DE~rl~ .~ DES~I~I~ ~ATI~ ~. S~ ~L (~) DATA ~:~ ~ ~ M ~ ~S~I~ D~: JST GIV~u~-~I~-~RI~, REVlEWCO~ OCT 0 2 1998 NOTFORFAB~M~II cowr'D c~ 14 19+48.79- .PULL O. 11°Dh 496.9~ ~ '~ ~ BV~ 19+25.00 CLASS 150 0.18° 52 i 30" 8303 BS/B8 32.00 0.0032 STD 32. OO 19+16.79 -pULL 0.03°Dh- 496.88 - , CLASS 150 0.22° 51 1 30' 8303 BS/~ 32.OO 0.0038 STO 32. O0 18+84.79 496.76 CLASS 150 50 I 30# 8303 BS/8B 32.00 STD 32 · 00 18+52.79 496.64~ 49 1 3o-~3o3 .s/.. 32.oi STD 32.01 18+20.78- *pu~ O. 59°Lt 496.52- 3 '~q m~'=18+1¢'°s ~ 18+10.81 Bk ~ 18+10.81 CLASS 150 0'22o :" 48 1 30" 8303 BS/88 D5 31.99 0.OO38 BEVEL SPIO 1.OO° 31.99 17+85.55 -B&P 1.84°Lt' 496.40 , CO~T'D FR0~ 12 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATIO{{ ~n'.~¥' PI, AN NO. SHT HPL (Ft) DATA TANGENT {Ft) READ UP DRAWN: JST GIFFORD-HILL-AME~TCAN, INC. NO. BY DATE REVlSI0~I DATE: 10-01-98 COPPELL, TEXAS PROJECT: 98-0908 Sh,'ra~: 13 Rb-'VIEW OOPY OCT 0 2 1998 20+49.80 B&P 1.79°Rt- 496.88 I 2o+2s.oo ~S 150 _0.17° 56 ! 30# B303 ~/BB D5 31.9~ 0.0030 B~ SPIG 1.00° 31.99 Z.57o~ 20+17.81 B&P 0.~°D~ 496.98 ~. 58°~ ~-% [ (~=2023.00) BH~ 20+01.57 {7.650Rt) (L~136.65 ) ~S 150 _0.08° 55 1 30" B303 ~/BB 32.~ 0.~14 S~ 32.00 0.230~ 19+85.81 ~ 0-08°D~ 497.02~ , 0.25°~ 8" E~ T~ O~, LT ~= 19+80.56 ~ F.O.T. 8" X 3" ~. ~S 150 0.~o ~54 1 30" B303 ~/BB D4 10.50 0.~1 S~ 10.50 19+75.31' '~ 0-07°~ 497.02' ~ i, ~-3~ ~I= 29+7S.~ (0.39°~) (497.20) ~S 250 0.07· ~53 i 30' 9303 ~/BB D1 26.52 0.~13 S~ 26.52 19+48.79 -~ 0.11°~ 496.99 ~, ~'D ~ 13 PI~ D~ S5 I~ DE~I~ S~ ~- S~ ~ (~) DATA T~ (~) ~ M ~ ~I~ D~: JST GI~-HI~-~I~, INC. ~. BY DA~ ~ISI~ DA~: 10-01-98 ~PP~, ~ J ~= 98~B ~4 I RENEW COW OCT 02 1998 22+06.73- 496. 61 I 30" B303 ~/BB 32.~ S~ 32. O0 21+74.7~ 496.5~ 60 i :30" B303 BS/BB 32.01 S~ 32.01 21+42.72- -~ 0.52"~- 496.6~ 21+35.15 ~ 21+38.22 8A ~= 21+38.22 59 1 30" B303 ~/BB DS 31.99 B~ SPIG 1.~° 31.99 2~+13.79 -B&P 1.74"Rt- 496.69 58 1 30' B303 BS/BB D5 31.99 B~ SPIG 1.~° 31.99 ~S 150 -O.17° 57 1 30' B303 ~/BB D5 31.99 O.~30 31 · 99 20+49.80 ~P 1.79~' 496 · 88 ~. S~ ~ (~) DATA ~ (~) REVIEW CO~ 0CT 0 2 19~ NOTFORFABRIGA,PJII ,-',-m-x-'o ON 17 23+98.72- -I:'ULL 0.52°Dh 495.05- lt~-~ vp'r= 23+75.00 (1.6SODn) (49S.90) CLASS 150 -1-12° 6"/ 1 30' B303 BS/BB 32.00 O.0196 STD 31.99 23+66.73 -PULL O. 53°Dn- 495.68 CLASS 150 ~-~ -0.59° 66 i 30' B303 BS/BB 32.00 0.O104 STD 32. O0 23+34.73 ~ 0.40°Dn- 496.01 %-"~ BVC= 23+25.00 C/ASS 150 -0.19° 65 1 30' B303 BS/BB 32.00 0.0034 STD 32 · OO 23+02.73- -PUI~ 0.02°Dh 496.12 CLASS 150 dC' ~- -0.17° 64 i 30" B303 BS/BB 32.00 0.0030 STD 32.00 22+70.73- 496.22- --, cu~s iso 63 1 30" B303 BS/BB 32.00 STD 32. O0 22+38.73 496.31' ./6- ~n,~ ou'r, ,.T ~4 ~ ~ 22+16.oo ~U: CLASS 150 -0-170 62 i 30" D303 BS/BB D7 32.00 0.0030 SPC 32. O0 22+06.73- 496 · 41- ~ -- CORT'D ffRO~ 15 PIECE DET SPL INV DEFLECTIO~ SLOP~ INV QTY DESCRIPTIO~ STATION EL[~ NO. SHT HPL (Ft) DATA ~ (Fi:) ~ UP NO'I~:READ UP M CO COI~STRUCTION DRAWN: JST GIFFORD-HILL-;~ERICAN, INC. / REVISlO~ DATE: 10-O1-98 COPPELL, TEXAS PI~: 98-09OB Srm~£: 16 NO. BY DATE I REVIEW COW OCT 02 1998 I~1 I'U~ ml~ CONT'D 0~I 18 0.28°Lt 25+26.85 -PULL 0.51°Up 491.93 0.58°~ 25+20.00 ~ ~I= 25+19.86 (0.350Lt ~I= 25+~.00 (1.65°Up) (491.93) , ~S 150 -0-820 71 1 30" B303 ~/BB 32.02 0.0143 S~ 32.02 0.08°Lt 24+94.7~ .~ O. 53 °~ 492 · 3~ 0.53~ ~S lSO ~' _l.3So 70 1 30" B303 ~/BB 32.02 0.0236 S~ 32.01 24+62.6~ .~ 0.43eUp 493.1~ ~? ~ 24+50.00 ~S 150 -1.78° 69 1 30" B303 ~/BB 32.~ 0.0311 S~ 31.98 24+30 · 7~ ~ 0.14°~ 494 · 1~ - . ~ 24+25.~ ' ~S 150 -1.64~ 68 ~ 30' B303 ~/BB 32.00 0.0287 i S~ 31.99 23+98.72 -~ 0.52 o~ 495. OS ~'D ~ 16 PIE~ D~ S~ I~ DE~I~ S~ ~ DE~I~ ~RTI~ ~.~ ~. ~ ~ (~) DATA ~ (~) ~:~ ~ ~ ' M ~ ~I~ D~: JST GI~-HI~-~, l~. DA~:~ BY:I BY DA~ ~ISI~ REVIEW COW 28+14.9~ -PU~ 0.83°Up' 491.93 ~-~(b VPI= 28+00.00 (2.58oUp) (491.03) 1.090 CLASS 150 80 i 30' 8303 BS/BB 32.04 0.0190 STD 32.03 27+82.9(> *PULL 0.83°Up 491.32' 4/-- :Zo 0.260 CLASS 150 0.0046 79 1 30' 8303 BS/BB 32.02 ] STD 32.02 27+50.8~ -PULL 0.43°U~ 491.18 F--/~ BVC= 27+50.00 -0.17° CLASS 150 78 i 30' 8303 ~/85 32.00 0.0030 STD ~-/-~ 32.00 491.27 27+18-891 THRU 4 30" B303 BS/BB ~ 128.00 74 STD Z. ~,,,,t ~..~ ,~JS' 128.00 25+90.89. 491-66- lso 73 i 30" 8303 BS/BB 32.00 0.0030 STD 32 · OO 25+58.88 -PUL~ O. 14°Up' 491.75- ~1 , /../..- ~ ~ 25+50,00 ' -0.31° CLASS 150 0.0054 72 1 30" 8303 BS/BB 32.02 0.28OLt STD 32-02 25+26.85. .PULL O.51°Up 491.93' O. S8°C~ O01~T'D FROH 17 PIECE DET SPL INV u~-l,ECTIOfl SLOPE Q~y DESCRIPTION STATIO~ ~ NO. Slit HPL (Pt:) DATA TANG~iT (Ft) ~ UP DSAWN: JST ~i~eVKu-HIT.T.-AMERICANt INC. CHX BY: ] ] 18 NO. BY DATE REVISIOfl DATE: 10-01-98 COPP~,T~, TEXAS PI~: 98-0908 ~z-: REVlb"W COP/ OCT 02 CON~°D Off 20 29+74.91- -PUIA, O. 36"Dh 496.43- CLASS i5o ~z3 o.~- S~ 32. O0 29+42.92- -P~ 0.71"D~ 496.1~ ~--, [-~-- ~I= 29+25.00 (2.23°Dn) (496.28) ~S 150 1.25o 84 i 30' B303 ~/BB 32.~ 0.0218 S~ 31.99 29+10.92- *~ 0.71°D~ 495.4~ 1.96° 83 i 30' B303 ~/BB 32.00 0.0342 S~ 31.98 28+78.9~ -~ O. 43 °D~ 494.3~ ~, ~ ~ 28+75. O0 ~ 28+50. O0 ~S 150 2.39~ 82 I 30' ~303 BS/BB 32.02 0.0418 S~ 31.99 28+46.9~ -~ 0.48°U~ 493. ~ S~ 32.02 FIEVIEW COPY OCT 0 ~ 19~ ] NUI I-U~ r~un~ ~'D ON 21 33+00.25 ~PUI.~ O.07eDn- 497.33 ~'~ ~Z= 33~.00 (0.34°Dn) (497.40) 8' X 3' ~. ~. ~S 150 0.02° ~96 1 30" B303 ~/BB D4 10.S0 0.~3 S~RT 10. S0 32+89.75 ~ 0.06°D~ 497.33 ~s ~so %~q 0.08. .x~s 1 30-.~0~ ~s/.~ ol ~e.s4 S~ 26.84 32+62.91- ~ O. 08~ 497.2~ ~q ~= 32+5o.oo I ~S ~50 0.~7~ 94 ~ 30* B303 ~BB 3~.00 0.0029 S~ 32.00 32+30.91- 497.2~ ~u ~ ~o-~o~ ~=~.oo 87 S~ %-Z~ ~+10 224.00i ~S 150 0.17° 86 i 30' B303 ~/BB 32.00 0.0030 S~ 32.00 29+74.91' '~ 0.36°~ 496 · 4~ , k-i, ~'D ~ 19 PIE~ D~ S~ I~ D~I~ S~ ~. S~ ~ (~) DA~ T~ (~) DMZ: JST GI~-HI~-~I~, I~. ~. BY DA~ ~ISI~ DA~: 1~1-98 ~p~.r,, ~ [ P~: 98-090B ] S~i': 20 I REVIEWCOW OCT 0 2 i~lUitt~-~ ~/~ CO~I"D O~ 22 35+88.24 PUTJ., 0.49ODn- 496.34 ~S 150 -0.51° 105 I 30" B303 BS/~B 32.00 0.0090 s~ 32. O0 3~+56.25 ~ O. 34°D~ 496. ~3 ~'// ~ 3s+so.oo ~S 1SO -0.18° B~ 32. O0 0 · 0031 104 1 30" B303 ~/ ~? 32.00 35+24.2 ~ 496.7~ , --, ~o~ ~s 1so ~-~ ~U 4 30" B303 BS/BB ~28.00 ~00 S~ ~28.00 33+96.2~ 497.12- , ~s zso ~-3o -o.z~. l 99 1 30" a303 ~/BB 32.~ 0.0030 S~ 32 · ~ 33+64.25 ~ 0.02"D~ 497.21- ~-~O ~= 33+50.00 ~S 150 98 1 30" B303 ~/BB 32.00 0.~27 S~ 32 · 00 33+32.25 ~ 0. iOeD~ 497.30 ~S 150 -0.05" 97 1 30" B303 ~/Sa 32.~ 0.0009 S~ 32 · O0 33~.25 ~ 0.070~ 497.33 ~--( ~'D ~ 20 ~ DE~I~I~ STATI~ ~.~ ~. S~ ~ (~} DATA T~ (~} ~=~ ~ ~ M ~ ~S~I~ D~= JST ~IF~-HI~RI~, INC. DA~: 9-29-98 ~p~, ~ { ~: 98-090B S~-I': 21 BY DA~ ~ZSI~ REVIEW COPY OCT 0 2 1998 CO{~T~D ON 23 37+80.23- -PULL 1].1 ]. 30" B303 BS/"" 32.02 0.0].22 STD 32.01 37+48.22. -PULL O. 37°U~- 492.59 --, cu~ss ].so £-~/ -Lo6o 110 1 30" B303 BS/BB 32.02 0.0186 STD 32 · 01 37+16.21' 'PULL 0-37°U~ 493.19 7--' cu~ss ].so S-8¥ -]..43° ~09 z 30-e303 ~s/.. 32.0~ o.02so STD 32. O0 36+84.20 PUL~ O. 27°Up 493.99 {--, ~08 i 30' B303 ~/B8 32.~ 0.0298 S~ 31 · 98 36+52.23 ~ O. 20=D~ 494.94 {--~ 107 1 30' B303 ~/BB 32.00 0.0262 S~ 31.99 36+20.24 ~ 0.49=DP 495.78 ~S 150 -LOI~ 106 1 30' B303 ~/BB 32.~ 0.0~76 S~ 35+88.2~ ~ O. 49~D~ 496.34 BY DA~ ~SI~ DA~= 9-29-98 ~PP~, ~ ~ ~ 98-09OB J S~I~= 22 REVIEW COPY OCT 02 1999 NOTFO~FAB~ COeIT'D OH 24 39+72.31- ~ O. 21°Up 494.17- CLASS 150 ~P'~/ 1.50o 117 1 30" B303 BS/BB 32.02 0.0262 S~ 32 · O0 39+40.30 -~ 0.37"Up 493.3~ 116: 1 30" B303 ~/BB 32.02 0.0198 S~ 32.01 39+08.30 -~ 0.37°U~ 492.70 --, ~s ~o ~/ o.~, 115 i 30" B303 BS/BB 32.02 0.0134 38+76.28 ~ 0.3?°Up 492.2? r'g~ o.4o, ~S 150 114 1 30" B303 BS/BB 32.02 0.~70 S~ 32.02 38+44.26 .~ 0.37°Up 492.04 $'~ ~z= 38+25.00 (3.44o~) (489.75) ~S 150 0-04° 113 I 30' B303 ~/~ 32.02 0.0006 S~ 32.02 38+12.25 -~ 0.37°~ 492.02' , ~'~¢ -0.33' ~S 150 112 1 30" 8303 BS/BB 32.02 0.~58 S~ 32.02 37+80.23-~ 0.37°U~ 492.21' ~'D ~ 22 PIE~ D~ S~ I~ DR~I~ S~ ~ DES~I~I~ STRTI~ ~ ~. S~ Z (R) DA~ T~ (~) ~:~ ~ ~ M ~ ~S~I~ D~: JST GI~-HI~-~I~, INC. ~ DA~ ~ISI~ DA~: 9-29-98 ~p~, ~ ~: 98~0B ~-: 23 REVIEW OCT 02 1996 0'03°Lt ~ 41+O0.29-PULL 0.48°D~ 497.2~ , 0.48°Cb ~>~ 40+90.02 Ah 40+90.00 Bk 8PI= 40+90.00 (O.04"Lt) VPI= 40+75.00 (1.55°Dn) (497.25) CLASS 160 0.80° ~. 121 i 30" 8303 BS/BB 32.00 0.0140 STD 32.00 O.01°Lt ~ ~ 40+68.28PULL 0.49°D~ 496.80 CLASS 150----~"t-- 0'50°C~ 1.30o 120 I 30" 8303 BS/BB 32.00 0.0227 STD 31.99 40+36.29 PULL 0.39°D~ 496.08 ~--? ¢-( BVC= 40+25.00 CLASS 150 1.69° 119 i 30' 8303 BS/88 32.00 0.0295 5TD 31.99 40+04.3~.PULL O.03°Dn 495.13 ,--? ',~-, EVC= 39+75.00 , CLJ%SS 150 1.72°! 118 1 30" 8303 BS/B8 32.00 0.02991 STD 31.99 39+72.31-*PULL 0.21°Up 494.1% '--I CONT'D FR~4 23 PIECE DET SPL ZNV DEFLECTZOt~ SLOPE ZNV ~Y DESCRIPTION STATION ~r.l~V PLaN NO. SHT HPL (Pt) DAT~ TANGENT (Pt) READ UP NOTE:RF2~ UP ~ M OOCONSTRUCTION DRAWN: JST GIFFORD-HILL-AM~RZCAN, INC. ~ BY: NO. BY DATE REV/SION DATEr 9-29-98 COpP~T.!.~ TEXAS ] PROJECT: 98-0908 I SlighT: 24 REVlL=W COPY OCT O2 1999 COlqT'D O~1 26 42+99.75- -PULL O.03ODr 497.85- ,~1, CLASS 150 0.O1o I BX128 i 30" 8303 BS/BB D2 7.46 0.0002 SHORT 7.46 42+92.28- -PULL 0.07ODn. 497.85- CLASS 150 0.08° 127 i 30" 8303 BS/138 D7 32.00 0.0015 SPC 32. O0 42+60.28- .PULL O. 09ODn. 497.81- ,-- C~-3 BVC= 42+50.00 CLAS13 150 0.17° 126 1 30" 8303 813/88 32.00 0.0030' STD 32.00 42+28.28- 497.71- CLASS 150 125 2 30" 8303 SS/an 64.00 124 STD 64. O0 41+64.28 497.52 0.17° 123 1 30" 13303 BS/B~ 32.00 0.0030 STD 32.00 41+32 . 29~'PULL O.15ODn- 497.43 CLASS 150 0.32° 122 i 30" 8303 BS/1313 32.00 0.0056 STD 3 2 · 00 0 · 03 °Lt ' 41+00.29 pVr_~ 0.48OD~ 497.25 0.48°Cb O:M~'D ~ 24 PIECE DET SPL INV DEFLECTIO~i SLOPE ZNV ~ DESCRZPTIO~I STATIOt4 l~'T.Ir,/ NO. SHT HPL (~c) DATA TANGEN~ (~c) READ UP ~ M CO CONSTRUCTIOIq NOTE=READ UP DRAWN: JST GTFFORD-HTLL-~4ERICAN, INC. CHK BY: NO. BY DATE REVISIOn4 DATE: 9-29-98 COPpErX., TEXAS [ PROJECT: 98-09013 I S~r: 25 I nE E CO 0CT 02 1998 NOll-~tN~d m-~ col~'D O, 27 44+70 · 25 -~ O. 12 °D~ 497 · 42. ~, S~ 32. O0 44+38.25 497.52 133 2 30' B303 ~/BB 64.00 0.0030 132 S~ 64.00 43+74.25 497.71 ~-¢ ~= 43+50.00 ~3~ ~ 30" B303 ~/BB 32.00 0.~29 S~ 32. O0 43+42.2 ~ .~ 0.08 °Dh 497.8~ S~ 32.~ 43+10.2~-~ 0.07°Dh 497.8~ ~. INSL KIT ~-- ~ WI= 43+00.00 (0.34'~) (497.93) ~S 150 -0.01° ~129 i 30" B303 ~S/BB D3 10.50 0.~03 S~ 10. S0 42+99.7~ -~ 0.03OD~ 497.8~ ~--, ~'D ~ 25 DA~ ~SI~ DA~= 9-29-98 ~PP~.r-, ~ ~= 98~90B ~k= 26 REVIEW COPY OCT 02 OONT'D ON 28 143 ~S 150 ~O 4 30" 8303 ~/SS 139 ~ 30~ B303 BS/BB 32.00 0.0217 ~S ~50 _L~3~ ~38 1 30~ B303 ~/BB 32.00 0.0215 S~ 3 ~. 99 ~S 150 ~ /' 45+66.2~ ~ 0.25OD~ 496.35 ~--~ -0.98 ~ 137 1 30" B303 BS/BB 32.00 S~ 32. O0 45+34.24 ~ O. 34°Dr 496.90 ~'~ ( ~Z= 4S+2S. O0 (LOT°~ (497.25) ~S 150 _0.63° 136 1 30' B303 ~/BB 32.00 0.0111 s~ 32.00 45~2.24 ~ 0.34°D~ 497.25 ~S 150 -0.29~ 135 1 30" B303 BS/BB 32.~ 0.0051 s~ 32. O0 / 44+70.25 '~ O. 12 °D~ 497.42- ~'D ~ 26 PIE~ D~ S~ I~ D~I~ S~ ~' S~ ~ (~) DATA T~ (~) ~ M ~ ~I~ REVIEW 0 199 NOT FOR r-J~JIii li~lPJll CONT°D O~ 29 49+18.17 ~ULL 0.01°Up 489.11 ~S 150 -0.93° 148 i 30' B303 BS/BB 32.00 0.0162 S~ 32.00 48+86.17- ~ 0.090~ 489.6~ ~ -- 147 i 30" B303 ~/BB 32.~ 0.0177 S~ 32.~ 48+54.1~ -~ 0.10°Up 490.2~ ~ -- - ~ -/g ~= 4s+so.oo (0.3~ou;) (4so.=o) ~S 150 -1.12~ : 146 i 30" B303 BS/BB 32.~ 0.0195 S~ 32.00 L 48+22 · 17- -~ 0.10°U~ 490.82- I ~ 150 -1.22° 145 i 30' B303 ~/BB 32.~ 0.0213 S~ 31 · 99 47+90. ~8 -~ 0.02 °~ 491.50 --, ~/ 6" ~, ~ ~-J ~ ~ 47+77.~4 ~S 1~0 -~.24~ 144 i 30' B303 BS/BB D7 32.00 0.0217 S~ 31.99 47+S8.19 492.20 ~'D ~ 27 PI~ D~ S~ I~ DE~ S~ ~ DES~I~I~ ~AT~ ~ ~. ~ ~ (~) DATA T~ (~) D~: JST GI~-HI~-~I~, ~. ~ BY:9_29_98 ~ ~ ~= 98-~0B S~'I 28 nEVlEWCOF OCT 0 2 1998 ROI FUI41-~OlIII~ lull COt~Z'D ~ 30 53+02.10 PULL 0.79eD~ 482 · 38 ~ ~I= 53+00.~ (2.48~Dn) (483.00) 160 1 30" B303 ~/BB 32.~ 0.03~6 S~ 31.98 52+70.12- ~ O. 74°D~ 483.40 ~S 150 -1.07° 159 I 30" B303 BS/BB 32.~ 0.0187 S~ 31.99 52+38.1~ -~ O. 15°D~ 483.9~ ~S 150 -O.92° ~ 158 i 30" B303 ~/BB 32,00 0.0160 S~ 32 · O0 ~S 150 157 1 30" B303 BS/BB D7 32.00 S~ 32 · O0 G'%~ ~ 51+74' 1~ 485.02- 49+S0.1~ 488.6~ ~S 150 -0.92e ~49 ~ 30~ B303 BS/BB 32.00 0.0160 S~ 32 · 00 ~'D ~ 28 ~. S~ ~L (~) DATA ~ (~) ~:~ ~ ~' M ~ ~S~U~I~ R~IEW00~ OCT 02 1998 COi~IT'D ON 31 54+93.97 PULL 1.06°Up- 473.54 CLASS 150 '7- 2 '~-- -1.15° 166 1 30" B303 NS/NB 32.05 0.0201 STD 32 · 04 54+61.93 PULL 1.06°Up 474.18 7-/~ '-' CL~S 150 -2.21° 165 1 30" B303 BS/BB 32.04 0.0386 STD 3 2.02 54+29.91 PULL 0.98°Up 475.42 ~--, (o-~O SVC= 54+10.00 CLASS 150 -3.19° 164 1 30" 5303 BS/BB 32.00 0.0557 STD 31.95 cu~s ~80 i,- 9, a, 53+9~. 9~ !~,~ 0.20.t~ 477.20 ~ -, -3.39° 163 I 30' B303 BS/NB 32.00 0.0593 STD 31.94 53+66.02. -PULI, 0.10ODn- 479.09 a_~,~ ~-, EVC= 53+50.00 CLASS 150 _3.29o 162 i 30" 5303 BS/BB 32.00 0.0576 I STD 31.95 53+34.07. -PUl. E, 0.69ODn- 480.93- cu~ss lso -2.60° 161 1 30" B303 NS/NB 32.00 0.0455 STD 31.97 53+02.10 -PULL 0.79 el)n- 482.38- ' C{3{{T'D FROM 29 PJ.~u~ D~T SPL INV DEFLECTION SLOPE INV QTY DF.,SCRIPTION STATiON l~-.~r~ NO. Slit HPL (Ft) DATA TANGENT (Ft) READ UP ~ M CO CONSTRUCTION NOTE:READ DRAWN: JST GIFFORD-NILL-]~'RICAN, INC. CHK BY: NO. BY DATR REVISION DATE: 9-29-98 COPPELA, TEXAS [ PROJRCT: 98-090B [ -'~.~T: 30 REVIEW COI~T'D Oel 32 56+11.35- 476.23- 56+ o.oo .......... 30- [~.,~. - ~ ~ 2. ~1 - .... (BY ~) 2.71 56+08.6~ 476. O~ ~/ 1" ~ ~, UP ~.~ ~= 56+07.89 O ~S 150 3.16o 0.0552 4.08 56+04.5~ *~ O. 37°U~ 475.8~ ~ 150 ~- ~ 2. *9' ~X170 1 30' B303 ~/BB D2 14.49 0.O487 S~ 14.48 55+90.O~ *~ O. ??°Up 475.1~ ~s ~so ~'~ ~.o~- ~e. z 30-.3o3 ~/.. 32.os o.o3s3 S~ 32.03 55+58.06 '~ 1.06~ 474.02- ~ -- 0.96e 168 i 30' B303 ~/BB 32.05 O.O168 S~ 32 · O4 55+26.02- .~ 1. O6°Up 473.4~ ,-- 7- / ~ ~I= S5+~0.00 (6.60°~) (470.55) ~S 150 -0.10~ 167 I 30' B303 ~/BB 32.05 0.0017 S~ 32. O5 54+93.97- -~ 1.06°~ 473.5~ ,--~ ~'D ~ 30 ~ DE~Z~I~ ~ATI~ ~.~ ~- S~ ~ (~) DA~ ~ (~) ~ ~ M ~ ~S~I~ D~= JST GI~-HI~-~I~, INC. BY DA~ ~ISI~ DA~= 9-29-98 ~P~, ~ ~ ~= 98~90~ ~ S~: 31 I REVIEW COPY OCT 02 1998 CONT'D Oei 33 574.43.41- -PULL 0.39eDn 480.79, ~S 150 0.56* 176 1 30' B303 BS/BB 32.~ 0.0098 S~ 32. ~ 57+11.41- -~ 0.97eD~ 480.48 --, ~S 150 1.53a 175 i 30' B303 ~/BB 32. O0 0.0267 S~ 31.99 I 174 I 30' B303 ~/BB 32.~ 0.0436 S~ 31.97 56+47.4~ '~ O. 68e~ 478.2~ ~, W/ 12" ~ ~, ~ ~ 56+20.00 ~S 1S0 3.18° 173 1 30" B303 ~/BB D9 32.00 0.0556 S~ 31.95 / 56+15.5~ -~ O.02"Up 476.46 w/ 1" ~ ~, UP ~-~ ~= 56+12.10 ~S 150 3.16° A172 i 30" ~R ~/BB Dll 4.16 0.0552 4.15 56+11.3~ 476.2~ I~ I ~'D ~ 31 PI~ D~ S~ I~ ~ S~ ~' ~ ~ (~) DATA ~ (~) ~ M ~ ~S~I~ D~= JST GI~-HI~-~Z~, INC. ~ BY: BY DA~ ~ISI~ DA~: 9-29-98 ~PP~, ~ [ ~* 98-090B [ S~ 32 I I REVIEW OCT 0 64+15.40 PULL 0,28"'Jp- 482.83 BVC= 63+98.00 CIA, S 150 0.22° ].97 1 30" 8303 BS/BB 32.00 0.0038 S/'D 32. O0 63+83.40. -PULL 0.04°Up 482.71- CLASS 150 0.17° 196 1 30" 8303 BS/8B 32.00 0.0030 STD 32.00 63+51.40 482 · 62- CLASS 150 195 2 30' 8303 BS/BB 64.00 194 STD 64. O0 62+87.40 482.42 w/ 6" EFLG OUT, LT OUT= 62+73.00 CI2~5S 150 193 1 30' 8303 BS/BB D7 32.00 SPC 32 · 00 62+55.40- 482 · 33- . 192 CIJ~S 150 THRU 15 30' 8303 BS/BB 480-00 178 STD 480.00 57+75.4(} 480.89- , w/ 6" EFLG OUT, LT OUT=- 57+67.92 ' CLASS 150 0.17° 177 i 30" 8303 BS/BB D7 32.00 0.0030 SPC 32.00 57+43.41. PULL O. 39°Dr~ 480.79 CO~T'D FROH 32 PIECE DET SPL IN~ DEFLR~-i'icm SLOPE TNV q~y DESCRIPTIOit STATION ELEV PlAN NO. SHT HlV[, (Ft) DATA TANGENT (Ft) READ UP DRAWN: JST GI~-ex.au~-HII, I,-A~RICAN, INC. NO. BY DI~TE REV/SION DATE: 9-29-98 COPPELL, TEXP~ P~: 98-0908 S['u~,-£.. 33 REVIEW COW OCT 0 2 1996 CO~T'D ON 35 66+71.40~ 487.3'7 205 CLASS 150 204 3 30# 8303 BS/BB 96.00 203 STD 95.98 65+75.42, 485.45 ~ ~ 65+64.00 CLASS 150 202 1 30' 8303 BS/BB D7 32.00 SPC 31.99 65+43.42~ 484.81 CLASS 150 1.15° 201 i 30" 8303 8S/BB 32.00 0.0200 STD 31.99 65+11.43- PULL 0.05°Up 484.17 EVC=- 64+98. O0 ~S 150 1.89o 200 i 30' 8303 BS/B8 32.01 0.0191 STD 32.01 64+79.43- PULL 0.28°Up 483.56 VPI= 64+48.00 (0.97"Up) (482.91) CLASS 150 0.81° 199 i 30" 8303 BS/B8 32.01 0.0141 STD 32.01 64+47.42- PULL 0.31°Up 483.11 CLASS 150 0.50· 198 1 30" 8303 8S/88 32.01 0.0087 STD 32 · 01 64+15.40~ PULL O. 28°Up 482.83 ~--{ (X~T'D FROM 33 PIECE DET SPL INV DEFLECTION SLOPE INV QfI'Y DESCRIPTION STATION I~TJeV NO. SHT HPL (Ft) DATA T~ (Ft) UP ~ M CO CONSTRUCTION NOTE=READ DRAWN: JST GIFFORD-HILL-AMERICAN, INC. CHE BY: NO. BY DATE REVISION DATE: 9-29-98 COPPELL, TEXAS I PROJBCTt 98-0908 ] Srus=zt 34 I OCT 02 1998 O0~T'D O$1 36 68+31.3~ 489. l!~ EVC= 68+00.00 I CLASS 150 O. 18° 210 1 30' B303 BS/BB 32.00 0.0031 STD 3 2. O0 67+99.3!~ -PULL O. 16°Dh 489. O~ , -- w/ 6" EF~G ~JT, LT OUT= 67+68.51 CLASS 150 0.33° 209 I 30# 8303 BS/BB D7 32.00 0.0058 S~C 32 · O0 67+67.38 -PULL O. 31ODn 488.91- ,-- VPI= 67+50.00 (0.97°Dn) (488.95) CLASS 150 0.65° 208 1 30" B303 BS/BB 32.00 0.0113 STD 32 · 00 67+35.39 -PULL O. 31°Dh~ 488.5~ , CLASS 150 0.96" 207 I 30" B303 BS/BB 32.00 0.0167 STD 31.99 67+03.39 -PULL 0.19 "Dn- 488.01 .... BVC= 67+00.00 CLASS 150 1.15° I 206 1 30" B303 BS/BB 32.00 0.0200 STD 31.99 66+71.40 487.37. IX~RT'D ~ 34 PIECE DET SPL INV DEFLECTIO~ SLOPE INV QY~Y DESCRIPTION STATION ELE~ NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP ~ M CO CONSTRUCTION NOTE:READ UP DRAWN: JST GIFFORD-HILI,-AMERICAN, INC. CHK BY: NO. BY DATE REVISION DATE= 9-29-98 COPPELL, TEXAS [ PROJECTs 98-O90B [ Shis~l'= 35 R fl W GOPY OCT O E 1998 70+99.75- PULL O. 04°Dr~ 489.92 ~S 150 0.02° B~19 1 30' 8303 ~/~8 D2 12.37 0.0004 S~T 12.37 70+87.3~ .~ 0.08°D~ 489.92- ~S 150 O. 10° 218 I 30' 8303 ~/BB 32.~ 0.~17 S~ 32. O0 70+55.3~ -~ O. 07 °Dh 489.8~ ~ 70+50. O0 ~ 1~0 0.17~ 217 I 30' B303 ~/B8 32.~ 0.0030 S~ 32. O0 70+23.38 489.77- w/ 6~ ~ ~, LT ~ 70~3.00 ~S 150 216 I 30' B303 ~/BB D7 32.~ S~ 32. O0 69+91.38 489.67- 215 ~S 150 0.17° ~U 5 30' B303 ~/B8 160.~ 0.0030 211 S~ 160.00 68+31.38 489.19 PIE~ D~ S~ I~ DE~]~ S~PE ~ DE~I~I~ ~AT]~ ~.~ ~. ~ ~ (~) DATA ~ (~) D~: JST GIF~-HI~-~I~, INC. BY DA~ ~SI~ DA~: 9-29-98 ~P~LL, ~ ~ ~: 98-0908 RE EWCOPY OCT ()2 1999 COtlT'D O~ 38 73+98.25 -PULL 0.30°Dh 489.10 []~ CLASS 150 -0.17e 229 i 30# B303 BS/BB 32.00 0.0030 STD 32. OO 73+66.2S* 489.20- 228 CLASS 150 -0.17° THRU 6 30" B303 BS/BB 192.00 0.0030 223 STD 192.00 71+74.2S 489.77.~- , ~ 71+50.00 CL~,SS 150 -0.17° 222 i 30' B303 BS/BB 32.00 0.0029 STD 32.00 71+42.25 PULL 0.08°Dr~ 489.87 ~--, CLASS 150 -0.09° 221 I 30" B303 BS/BB 32.00 0.0015 STD 32 · OO 71+10.25 PULL 0.07°D~ 489.92 / 8" EFLG Tan OUT, LT O{~T= 71+05.00 ~ F.O.T. 8" X 3" RED. F~G. FL(]. INST. KIT VPI= 71+00.00! (0.34°Dh) (490.00) CLASS 150 -0.01° BX220 I 30' B303 BS/BB D3 10.50 0.0003 SHORT 10.50 70+99.75- PULL 0.04*Dh 489.92 : --{ (X~T'D ~ 36 PIECE DET SPL INV DEFLECTIO{~ S~OPE INV qlT DESCRIPTIO~ STATIO~ ~'z.~V PLaN NO. SHT HPL (Ft) DATA !TANGENT (Pt) DRAWN: JST GIFFORD-HILL-~4ERICAN, ~NC. OiK BY: NO. BY DATE t~'VZSZOt4 DATE: 9-29-98 COPPELL, ~ I PROJECT: 98-090B I Sl~arz: 37 REVIEW COW OCT 0 2 CONT'D ON 39 O'09°R~ 75+26.20 PULL 0.01ODn* 485.90 O.09°Cb EVC= 75+00.00 CLASS 150 -2.270 233 I 30# 8303 BS/BB 32.00 ! 0.0397 STD 31.97 74+94.22 PULL 0.45ODr~ 487.17 ~--~ CLASS 150 -1.83° 232 1 30' 8303 BS/BB 32.00 0.0319 8TD 31 · 98 74+62.23 PULL 0.68°Dp 488.19 VPI= 74+50.00 (2.11°Dh) (488.95) CLASS 150 -1.15o 231 1 30" 8303 BS/B8 32.00 0.0201 STD 31 · 99 74+30.24 PULL 0.68°Drr 488.84 ~ --, BVC= 74+00.00 CLASS 150 -0.47o 230 i 30' 8303 BS/B8 32.00 0.0083 STD 32.00 73+98.25 PULL 0.30°D~ 489.10 %--, CONT'D FR~4 37 PIECE DET SPL INV D~FLECTION SLOPE QTY DESCRIPTION STATION ELEV NO. SHT ~h (Et:) D~,'I~ ~ (Ft) RF, AD UP ~ M CO OONSTRUCTION UP DRAWN: JST GIFFORD-HILL-AMERICAN, INC. C~K BY: NO. BY DATE REVISION DATE: 9-29-98 COpPRT.T.: TF. vJ%S [ PROJECT: 98-09OB I .~4~'~.- 38 RE EWCOPY OCT 02 1998 (X~'T'D ON 40 76+85,92. 479.34. CLASS 150 -2.58o 238 I 30" 8303 BS/88 32.00 0.04.50 STD 31.97 76+53.96 PULL 0.26°Dr~ 480.78 ~--~ VPI-- 76+50.00 (0.29°Dh) (480.95) CLASS 150 -2.32o 237 i 30" 8303 BS/8B 32.00 0.0405 STD 31.97 76+21.98 PULL 0.03°Drr 482.07' CLASS 150 -2.29· 236 I 30" 8303 8S/BB 32.00 0.0399 STD 31.97 75+90.01 483.35 CLASS 150 235 i 30" 8303 BS/8B 32.O1 STD 31.98 75+58.03 POLL O.26°Rt- 484.63 75+50.07 Ah 75+50.21 Bk HPT-- 75+50.21 (0.35°R'c) w/ 6" EFLG Ot~T, LT Oi,'T=- 75+27.74 D6 CLASS 150 -2.29. 234 i 30" 8303 BS/88 97 32.00 0.0399 SPC 31.97 0.09°Rt 7.5+26.20 PULL 0.01ODI~ 485.90 0.09°Cb COlfl"D FR~4 38 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ~r.~V PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP L~r~ M co COfqSTRUCTION l~r~: READ UP DRAWN: JST GTFFORD-HILL-A/~TCAN, INC. CHK BY: NO. 8Y DATE REVISION DATE: 9-29-98 COPPELL, TEXAS I PROJECT: 98-0908 I Siu~-l-: 39 REVIEW COP OCT 02 1996 ~'D OB] 41 79+73.81 PULL ..02°Up 469.04 EVC= 79+50.00 CLASS 150 -0.54o 247 1 30" 8303 BS/BB 32.02 0.O09~ STD 32.02 79+41 · 79- PULL 0.48"Up 469.34 C/ASS 150 -1.02" 246 1 30" 8303 BS/BB 32.03 0.0177 STD 32.02 79+09.76- PULL 0.66°Up 469.91 VPI= 79+00.00 (2.06°Up) (469.70)! CLASS 150 -1.68° 245 I 30" 8303 BS/88 32.03 0.0293 STD 32. O1 78+77.75- .PULL O. 65°Up 470.84- , -- BVC= 78+50.00 CLASS 150 244 i 30" 8303 BS/8B 32.01 0.0407 STD 31.98 78+45.7f~ *PULL 0.25°Up 472.14- .- CLASS 150 -2.58° . 243 1 30" 8303 BS/BB 32.00 0.0450! STD 31.97 78+13.79~ 473.58- 242 CLASS 150 -2.58" THRU 4 30" 8303 BS/BB 128.00 0.0450 239 STD 127.87 76+85.92- 479.34- CONT'D ~ 39 PIECE DET SPL 1NV DEFLECTION SLOPE INV ~CY DESCRIPTION STATION ~-~V PI2%N NO. SHT HPL (Ft) DATA TANugx*T (Ft) READ UP NOTE=READ UP ~ M CO CONSTRUCTION DRAWN: JST GIFFORD-HILL-RMERTC~N, INC. C~K BY: NO. BY DATE REVISION DATE: 9-29-98 COPPELL, TF.,TJ%S [ PI~OJECT: 98-0908 { Shg~.r': 40 ! REVIEW (X)gY OCT 1999 CONT'D ON 42 81+97 · 7~ 467.02- . CLASS 150 254 i 30" B303 BS/BB 32.00 STD 32.00 ~'~ 81+65.7~ -PULL 0.04°Rt 467.31- 81+50.02 Ah 81+50.06 Bk HPT-- 81+50.06 (0.09ORt) CLASS 150 L 253 i 30" 8303 ~S/BB 32.00 STD 32.00 81+33.80 -PULL 0.04 °Rt: 467.60 .L~ . w/ 6" EFLG O~T, LT OUT= 81+05.00 CLASS 150 252 i 30" B303 BS/BB D7 32.00 SPC 32.00 81+01.80 467.89 . 251 CLASS 150 250 3 30" B303 BS/BB 96.00 249 STD 96. O0 80+05.81' 468.7~L-- , CLASS 150 -0.52° 248 I 30" B303 BS/BB 32.00 0.0090 STD 32.00 79+73.81 PULL O. 02°Up- 469.04 j--, OONT'D lq~a4 40 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION T~T~V PLaN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NO'i~cI~-,AD UP ~ ' M CO CO~4$TRUCTION DRAWN: JST GIFFORD-HILL-AMERICAN, INC. ~ BYt NO. BY DATE REVTSION DATEr 9-29-98 COPPELL, TEXAS I PROJECT: 98-090B I Slt~J~l': 41 [ REVIEW COPY OCT 02 1998 COHT'D ON 43 O.O2°Up 463.65. 86+13.75- PULL EVC= 86+00.00 CLASS 150 -0.19° 267 i 30" 8303 BS/BB 32.00 0.0033 STD 32. O0 85+81.74- PULL 0.10°Up 463.77. VPI= 85+50.00 (0.34°Up) (463.85) CLASS 150 -0.29° 266 1 30' 8303 nS/8B 32.00 0.0051 STD 32.00 85+49.74- .PULI, O. llOUp 463.93- CI~SS 150 -0.40o i 265 I 30- B303 BS/BB 32.00 0.0070[ STD 32.00 85+17.75- .PULL 0. lO°Up 464.15- ~ 85+00. O0 CIJ~s 150 -0.50° 264 i 30' 8303 BS/BB 32.00 0.0087 STD 32. O0 84+85.75- .PULL O. 01 °Up 464.43- , -- CLASS 150 -0.52o 263 I 30' 8303 BS/BB 32.00 0.0090 STO 32. O0 84+53.75- 464.72~ 262 CLASS 150 -0.52° THRU 8 30" 8303 BS/BB 256.00 0.009¢ 255 STD 255.99 81+97 · 76- 467 · 02- OONT*D FR0~ 41 PIECE DET SPL INV DEFLECTION SLOPE ~ DESCRI PTIOI{ STATION w~-~V PLAN NO. SHT ~ (Ft) DATA TANGENT (Ft) READ UP UP ~ M CO CONSTRUCTION NOTE=READ DRANN: JST GIFFORD-HILL-AMERICAN, INC. ~ BY: NO. BY DATE R~VISIO~I DATE= 9-29-98 COpp~T.L, TEXAS [ PROJECT: 98-09OB [ Sh~.-l': 42 REVIEW COW OC? 1WI CO~T'D O~ 44 88+69.83 462.89 ~ ].50 275 I 30" 8303 BS/BB 32.00 STD 32 · O0 88+37.83 PULL 0.03°Lt- 462.99 w/ 6" EFL~ OUT, LT fPJT= 88+15.00 88+10.00 Ah 88+09.92 Bk HPI= 88+09.90 (0.220Lt CLASS 150 274 i 30" 8303 BS/BB D7 32.00 ' SPC 32.0O 88+05.75 -l:ru--L,L 0.19"Lt- 463 · 09 . CLASS 150 273 I 30" 8303 BS/BB 32.00 I STD 32. O0 87+73.7~ 463 . 19 272 CLASS 150 THRU 4 30" B303 BS/BB 128.00 269 STD 128.00 86+45.7~ 463.57- CLASS 150 -0.17e 268 I 30" 8303 BS/BB 32.00 0.0030 STD 32.00 86+13.7~ -PULL 0.02°Up 463.6~ . C~T'D FROH 42 P~-~ DET SP~ INV DEFLECTION SLOPE 1'NV []TY DF~SC~IPTIO~ STATIO~ ELEV PLAN No. s~x HPL (Fi) DATA ~ iF't) ~ UP ~ M CO CONSTRUCTION NOTE .- RFAD UP DRAWN: JST GIFFORD-HILL-AMERICAN, INC. CHI( BY: BY DATE REVISION DATE: 9-29-98 COPPE~L, T~X~S [ PROJECT: 98-0908 [ .~4R~T: 43 REVIEW COF OCT 02 1999 OONT'D ON 45 99+25.82 PULL 0.27ODrt 459.5.' ~, VPI-- 99+25.00 (0.86°Dh) (459.73) CLASS 150 -0.47~ 308 i 30" B303 BS/BB 32.00 0.0082 STD 32.00 98+93.83 PULL 0.25°Dr~ 459.80 ~--, ~ 98+75.00 CLASS 150 -0.22° 307 1 30" B303 BS/BB 32.00 0.0038 STD 32.00 98+61.83 PULL 0.05°D~ 459.92 CLASS 150 -0.17o 306 1 30" B303 B~/BB 32.00 0.0030 STD 32.00 98+29.83 460.01%-- , 305 CT_.,t~S 150 THRU 16 30" B303 BS/BB 512.00 290 STD 512. O0 93+17.83 461.55 ~-, w/ 6" EFLG OUT, LT OUT=- 93+00.00 CLASS 150 289 i 30' B303 BS/BB D7 32.00 SPC 32.00 92+85.83 461.65 288 CLASS 150 -0.17° THRU 13 30" 8303 BS/BB 416.00 0.0030 276 STD 416.00 88+69.83 462.89 f, CONT'D FR0~ 43 PIECE DET SPL INV DEFLECTION SLOPE QTY DESCRIPTION STATION ~LEV PLAN NO. SHT HPL (Pt) DATA TANG~ (Ft) ~ UP ~ M CO CONSTRUCTION NOTE '. RF_AD UP D~AWN: JST GIFFO~D-HILL-AM~RIC~R, INC. NO. BY DATE REVISIOt~ DATE: 9-29-98 COPPELL, TEXAS [ Pla~T, 98-090a I sleET.. 44 REVIEW OCT 02 C~IT'D ON 46 O. 58°Rt 101+17.80 -PULL 0 · 20°Dr~ 456.2a.[-- , 0.61°Cb ~ 101+00.00 CLASS 150 -1.06" 314 i 30" 8303 BS/BB 32.00 0.0186 STD 31.99 100+85.8(} -PULL 0.03.Dr~ 456.89 ,- CLASS 150 -1.03" 313 1 30" 8303 BS/8B 32.00 0.0180 STD 31.99 100+53.81- 457 · 41- CLASS 150 312 1 30" 8303 BS/B8 32.00 STD 31 · 99 100+21.81- 457.99- CLASS 150 -1.03" 311 i 30# 8303 BS/B8 32.00 0.0180 STD 31.99 99+89.82' 'PULL O. 04"Dh 458.5~ EVC= 99+75.00 CLASS 150 -0.99° 310 1 30# 8303 BS/BB 32.00 0.0173 STD 32. O0 99+5'/. 82- PULL O. 25 "Dh 459.12 CL/~SS 150 -0.75" 309 1 30" 8303 BS/BB 32.00 O.0130 STD 32.00 99+25.82 PULL 0.27OD~ 459.53 ~, CX~T'D FR0~ 44 PIECE DET SPL INV DEFLECTION SLOP~ ~ DESCRIPTION STATION NO. SHT ~PL (Ft) DATA TANGENT (~c) ~ UP ~ M CO C~NSTRUCTION NOTE:READ UP DRAWN: JST GIFFORD-HILL-I%~RICAN, INC. NO. BY DATE REVISIO~I DATE: 9-29-98 OOpp~t.t.~ TEXAS [ PR(XIECT: 98-0908 [ SH~ET~ 45 REVIEW COW OCT 0 2 199 OONT'8 Oil 47 102+12.72. PUT_~ 0.04ODn 453.77-~ EVC= 102+00.00 CIJ~8 150 -1.68e 317 1 30" 8303 BS/BB 32.01 0.0293 STD 31.99 0.53°Rt 101+80.74- PULL O. 20ODn- 454.70- O. 56oC1:, 101+75.59 Ah 101+76.62 8k Eh'C-- 101+76.62 I/PI= 101+50.00 (0.69°Dn) (455.68) ~ 150 -!-48° 316 I 30' 8303 BS/BB DS 31.98 0.0259 BEVEL SPIG 1.00° 31.97 1.47°Rt 101+49.79- .B&p O. 22 °Dh 455.53- 1.48ocb (R=1223.00) BH(>= 101+21.76 (2.57°Rt) (L=54.86) CLASS 150 -1.26° o. 315 I 30" 8303 BS/8B 32.01 0.0221 STD 32 · 00 0.58°Rt 101+17.80- .puT~ O. 20°Dh 456.24- 0' 61°Cb CONT'D ~ 45 PIECE DET SPI., INV D]~FLRCTION SLOI~ INV' {~fY DESCRIPTIO~I STATION m'.~/' NO. S~T ~PL ( [~c. ) DATA [ TANGENT (Ft) ~ M CO CONSTRUCTION UP DP~WN: JST GIFFORD-HILL-J~RICAN, INC. C~K BY: NO. BY DATE REVISIO~ DATE: 9-29-98 ~OpP~.T., TEXAS I PROJECT: 98-090B [ S~4~k: 46 I I REVIEW COPY OCT 0 1998 O0~T'D O~ 48 103+73.62 PULL 0.01°Up 448.97 ~8 150 -1.72° 322 I 30' 8303 BS/BB 32.00 0.0300 STD 31.99 103+41.64 449.93 CLASS 150 321 i 30# B303 BS/BB 32.00 STD 31.99 ~c~ 103+09.65 PULL 0.20OLt- 450.89 102+93.93 Ah 102+92.97 Bk EHC~ 102+92.97 CLASS 150 320 1 30- B303 oBS/BB D5 31.98 BEVEL SPIG 1.00 31.97 102+76.71' ~&P 1.37 °Lt- 451.85 CLASS 150 319 I 30' B303 BS/BB 32.02 STD 32 · 00 102+44.71. -PILL 0.83°Lt- 452.81.~L_ , (R=1177.00) BHC= 102+43.78 (2.40°Lt) ( L=49.21 ) w/ 6" EFLG OUT, LT ~ 102+25.00 CLASS 150 -1.72° 318 I 30" B303 BS/BB D7 32.00 0.0300 SPC 31.98 102+12.72* -PULL 0.04°D~- 453.77. i-- ' a~fT'D ~ 46 PIECE DET SPL INV DEFLEC~IO~ SLOPE QCY DESCRIPTION STATION ELEV PI~RN NO. SHT HPL (Ft) DATA TANGENT (fi:) ~J%D UP ~' M CO CONSTRUCTION UP DRAWN: JST GIFFORD-HILL-AMERICAN, INC. CHK BY: NO. BY DATE REVISION DATE: 9-29-98 COPPELL, TEXAS ] PROJECT: 98-090B [ .~w~: 47 REVIEW OCT 02 106+83.99. 440.14- C/J~8 150 BX332 I 30' 8303 BS/B8 D2 22.49 SHOI~ 22.48 106+61.50 440.78 CLASS 150 331 I 30" 8303 BS/BB 32.00 S~ 31 · 99 106+29.52 441.68 w/ 16" EFLG OUT, UP OUT=- 106+13.00 O CLASS 150 330 1 30" 8303 BS/8B D8 32.00 SI:'C 31.99 105+97.53 442.59 329 ~S 150 THRU 5 30" 8303 BS/8B 160.00 325 STD 159.94 "~ 104+37.59 447.11 CLASS 150 -1.62" 324 1 30" 8303 BS/BB 32.00 0.0283 S~ 31.99 104+05.61- PULL 0.09°Up 448.02 UTI= 104+02.00 (0.10°Up) (448.12) 323 1 30" 9303 BS/88 32.00 0.0298 S~ 31.99 103+73.62- .P'dT.~ 0.01=Up 448.97- PIECE DET 8PL XNV DEFLECTXOiq SLOPE XNV NO. S~ ~ (Ft) DATA /'ANGIi:I~ iF'c) READ UP N~:~ U~ ~ M CO ~ONS~UC~ION DRA~I: JST GIFFORD-HIL, L-IM,~RICAN, INC. CHK BY: NO. BY DATE REVISION DATE: 9-29-98 COPPELL, T~.AS [ PROJECT= 98-09OB I umsi;l': 48 REVIEWCOPY OCT 02 1998 Ji{2 1 30" B-303 ~I~ {SS 3B ~ ~IS LI~ ~S 150 DP336 1 30" G~. - D.H. PL~ W/ 2" ~. ~. W/ SPI~ D12 P~P- ~R J.H.A. 107+80.0~ 439.01- ~S 150 -0.18" 335 1 30" B303 ~/~B 06 32.~ 0.0031 S~ 32.00 107+48.00 ~ 0.05"~ 439.11 ~I= 107+17.00 (1.44°Up) (439.20) ~S 150 -0.23" 334 i 30" B303 ~/BB 05 32.02 0.~40 B~L SPIG 1.00 32.02 107+15.97 FB&P 1.39°~ 439.2~ ~S 150 _1.62o 333 I 30' B303 ~/BB 32.00 0.0283 S~ 31.99 106+83.9~ 440.1% , ~'D ~ 48 PI~ D~ S~ I~ DE~I~ S~ ~ D~I~I~ ~ATI~ ~ ~. S~ K (R) DA~ (~) ~:~ ~ ~ ~R s~ 3A. M ~ ~S~I~ D~: JST GI~-HI~-~I~, I~. ~ BY: 49 { FII_qAEW COPY OCT 0 2 1999 NOT FOR r-maGklXXl ,_ A ,3~ B-303 SHORT PIPE ARRANGEMENT (CLASS 1,50) PC NO LL A REM. LENGTH BX95 26.84 26' 9 9/16' 5.47 BX55 26.52 26' .5 5/4' 5.80 BX4 10.49 10' 5 5,/16' 21.85 l EACH ENO OF ALI. SPECIALS SHALL BE MARKED ALONG T.O.P. CENTERUNE WITH A STRIPE OF WA'ri[RI=ROOF PAINT APPROXIAMATE:LY 1 1/2" WIDE: ANt:) 2' LONG. IGIFFORO-HILL-AUERICAN. INC. m~.~.98-0908 I~,~ D1 I SPECIALS ,m,,s<. Io,,~ e-29-ge COPPELL, TEXAS FIEVIEW COPY OCT 0 ~ 1998 NOTFOR~ B I I 50" B-303 SHORT PIPE ARRANGEMENT (CLASS 150) 8x3.12 122.49 122' 5 5/8' Iax~28 17.46 124' to t5/~6' 2.46 Iox'~70 1'14.46 It4' 5' IBX2'19 1'12.,.t7 120' '~/'~6'5.59 l EACH END Of' ALL SPECIALS SHALL BI[ IMBED ALONG T.O.P. CENTERUNE WITH A STRIPE OF WATERPROOF PAINT APPROXIAMATELy 1 1/2" WIDE AND 2' m, ~ dST I ma'r= g-2g-98 SPECIALS COPPELL, TEXAS IGFF'ORD-HILL-AM[RIC, AN, INC. o~ m. 98-o9o8 I~,~,T 02 REVIEW COPY OCT 0 2 1998 NOT FOR FABRICAiION IPC. NO. LL I "A" BX12g 10..50' 10' - 5 1/2' "C" I I I i ll ~1 B.O.P.V/ Il B.O.P., --~ I ATTACH ,~IGOT HERE FOR BX220 I, 30" 0-303 10' - 1' I 5' - 3" SHORT PIPE ARRANGEMENT ( CLASS 150 ) BX220 10.50' 20' - 6 1/2" BX17 7.72' 24' - 7 7/8' REMNANT L.L 4.11 EACH ENO OF ALL ,,~:C~ ~ 8E I~ED ALONG T.O.P. CENTERUNE ~ A S'II~PE OF WATFRPROOF PNNT I AP~ROXP, MATELY '~ 1/2' moE ANO 2' LONG. NOTE: DASHED UNES ARE CUT UNES. ~ ~ JST SPECIALS IGIFTORD-HILL-AMERICAN. INC. ,t'~sm, COPPELL. TEXAS Ih"~ 9e-osoel-~ 03 IqEVIB'V COPY OCT 02 1996 NOT FOR FAemGAlX)N 9.O.P. ~ \ I //- IIII ~x~.~q_.. ,-J . T.O.P. I 8X24,, BX54o ,q," OX96 J PC. NO. LL j 9X24 10.50' 10' - 5 !/2" "C" ATTACH .SPIGOT HERE · FOR BX54 ,.I e.o.". ~7 I I I I I e.o.p. ~ I. .'- 5' I 10"- 1' I 30" B-303 SHORT PIPE ARRANGEMENT ( CLASS 150 ) 8x54 10.50' 20' - 6 1/2" BX96 10.50'I 21' - 10 I/2" REMNANT L.L 1,33 lEACH ENO Of' ALL SPECIN,.S SI'IN.L BE: MARKED ALONG t.O.P. CENTERUN~ WTII'I A STR1PE OF WATERPROOf' PNNT APPROXP, MAI~I.Y t 1/2' WlOE AND 2' LONG. NOTE: DASHED UNES ARE CUT UNES. I °~m~JsT I SPECIALS IGIFFORD-HILL-AMERICAN, INC. ~qasm~ o*~ 9//29/98 COPPELL TEXAS Io.~..~ 98-0901~ IsNrLq D4 REVIEW COPY OCT 02 1998 NOT FOR FABRIGAll0# SHEET D? l EACH END O~ ALL SPECIALS SHALL BE MARKED ALONG T.O.P. CENTERLINE WTTH A STRIPE OF WATERPROOF PAINT APPROXIA~TELY 1 1/2" WIDE AND 2' LONG. BEVEL PIPE TABLE * A1 24' 150 BS/FLG 4.0.3' 5.00' I 5/8' +90- 20 5/8' 10 ~0' 150 BS/BB 52.00' 5.00' 1 11/16" _85- 24' 45 50' 150 ~S/BB 52.00' I.O0' 9/16'* _90, 25 7/16" 46 30" 150 BS/BB 52.00' 1.00' 9/16" -90, 25 7/16' 47 30' 150 K/EIB 32.00' 1.00' g/l~' _c~. 2.5 7/16' 48 50' 150 BS/B~ ~52.00' 1.00' 9/16" -gO* 25 7/16' 56 ~0' 150 OS/BB 52.00' 1.00' 9/16' +93' 26 5/8' 57 50' 150 BS/BB 52.00' 1.00' 9/16' +90, 25 7/16' 58 ,,t0' 150 BS/B8 32.00' 1.00' 9/16' +90, 25 7/16' 59 50' 150 BS/BB 52.00' 1.00- 9/16' +go' 25 7/16" ~16 50" 150 BS/BB 52.00' 1.00' 9/16' +98, 27 15/16' 520 5O' 150 BS/BB 52.00' ;.00' 9/~6' -9O' 25 7/16' 3~4 ~0~ 150 ~S/B8 ~2.00' 1.00' 9/16' O' (/' SHORT ~ LOCAIlON MEASUfl~D IrROM TOP ~, FACING BI:VEL[O ENO:. (+)-CLOCKmS~: (-)-COUNT'~'R-CLOCK~aSE ARROW IN ~V~LED ENO VIEW D~N01~S SHORT SID~ LOCA'IION. * NOTE: ADDITIONAL FITTING WORK REQUIRED ~. ~. ~ST I SPECIALS I GIFFORD-HILL-AUERICAN, INC. I REVIIZW COPY OCT 0 8 1998 JOINT HARNESS SCHEDULE PCS PIPE CLASS SPIGOT BELL SPIGOT REMARKS I.D. ONLY ONLY. & BELL 3 24" 150 X 335 30' 150 X FLANGE ROTA110N SCHEDULE PIPE NO. DEGREES INCH[S MEASURED ON SEE 0[TAIL O.C. OF mP~l~ 11 2.37 I/8' 'B' 254 2.29 1/8' 'A' J ~. ~T I SPECIALS IGiFFORD-HILL-AMERICAN, INC. REVP_=W COPY OCT 0E 1998 "AI MEASUI~:D FROM :)UTt. ET TO END OF 8ELL QASS "~' HU9 FIAM~ 0UTLET ON B-303 PIPE I1 ~o' 31 7/8" 6- 2, _ ? 9/16' 9- 25 3/16' 1/4'1~ x 2 7/8' (~) 22 30' 31 7/8" 6' 10' - 6 I/2" 9' 25 3/16" 1/4'~ X 2 7/8" 62 30' 31 7/8' 6" 22' - 8 $/4" 9' 25 3/16' I/4'!~ x 2 7/8' 127 30' 31 7/8' 6" 30' - 3 3/8' 9" 25 3/16' t/4'1~ X 2 7/6" 144 30' 31 7/8' 6' 13' - 0 I/2' 9" 25 3/16' I/4'1~ X 2 7/8' 157 30' 31 7/8' 6' 10' - I 9/16' 9' 25 3/16' 1/4'1~ X 2 7/8' 177 ~0' 31 7/8' 6' 7' - 5 3/4' 9' 25 3/16" I/4'1~ X 2 7/8' 193 30' 31 7/8' 6' 14' - 4 13/16' 9' 25 3/16' 1/4'~ X 2 7/8' 202 30' 31 7/8' 8' 11' - 5 1/16' 9" 25 5/16" 1/4"E x 4" 209 30' 31 7/B' 6' 30' - 10 9/16' 9" 25 3/16' 1/4'1~ X 2 7/8' 216 30" 31 7/8' 6' 20' - 4 9/16" 9" 25 3/16' I/4'E X 2 7/8' 234 30" 31 7/8' 6- ,.30' - 5 7/16' 9- 25 3/16' I/4't X 2 7/e" (~) 252 30' 31 7/8" 6' 28' - 9 5/8' 9' 25 3/16' 1/4'~ X 2 7/8' 274 30' 31 7/8' 6' 22' - 9 15/16" 9' 28 3/16' I/4'11 X 2 7/8' 289 30' 31 7/8' 6' 17' - 9 1,5/16' 9' 2,5 3/16" I/4'1t X 2 7/8' 31B 30" 31 7/8" 6" 19' - 8 5/8" 9' 25 3/16' 1/4'1~.X 2 7/8' EACH ENO OF ALL SPECIALS SHALL ~ MARKED ALONG T.O.P. CENT;'RUNE WITH A STRIPE OF WATERPROOF PAIHT APPROXIAMATELY t 1/2' WIDE AND 2' LONG. MORTAR I. NNG AND P~NT W/ 1N~MEC ~RI[S 140 P~I. YAMIOOMIN~ [POXY OR SIMILAR N~' A~lq~O~O COAllI~. 6' SCHO. 40 STL PIP;' o.o.- 6 5/8' FOR 8' OUTLET ~/16~ C'VL. O.D.- 9 3/8' (~ S~[ FLANG[ ROTAllON D;,TAIL ON SHEET OU. SPECIALS IGIFTORD- HILL-AMERICAN, INC. C(~PELL, TEXAS I' "~ 96-09m1"~ D7 IqEVIEW COP f OCT '1998 NOT FOR FABRIGAI]011 'A' MEASURED FROM CI. Of' )U'II.E-I' TO [ND OF BILL NOTE: FLANGES 10' 'IHROUGH 48' SHALL HAVe: THE MORTAR COATING DELE'IlO FOR 5" BEHIND THE Iq.~N~[, CONTRACTOR IS TO COAT R!11-1 CEMENT MORTAR ~A~EN THE PiP[ IS INSTALl. ED. l EACH [ND Of* ALL SPECL,~.S SHN,,L BE MARKED ALONG T.O.P. CENTERUN[ WITH A STRII~ OF WATERI~ PAJNT Arr'~ XlAMA'IEI.Y *1 I/:Z' WIDE ANO 2' LONG. 3/*16'1~ X 12' NIPPt. E O.D. - 17 SPECIALS I GIFFORD-HILL-AMERICAN, INC. COPPE/L, TEXAS lo,w., m. 98-O90BIs.m, 08 REVlEWCOIW OCT 02 1999 N0T FOR FAImlG/m0N r- M. J. BELL OUTLET ON B-303 PIPE Pc ~ LO. CEAS~ OUTLET OUI1.ET 'A' 'B' 'C' COLLAR REMARKS ~IZE INFORMAltON 6 .TO' 150 12' 3/16'~ CYLINO(~ 25' - 3 11/16' 2§ 3/16' 9' 1/4'E x O.D. - 14' 6' 173 .TO' t,~O 12' 3/15'1~ CYLINDER 27' - 5 15/16' 25 3/16' 9' 1/4'1~ X O.D. m 14' 6' E MARK[[} ALONG T.O.P. CENT~RI.IN[ ~ A STRIPE OF WA'I~RPROOF PAINT ~:~:~ROXLM4ATEEY I 1/2' mOE AND 2' LONO. I ~ ~1' I SPECIALS ~"~' ~,~ ~/,10/~ COPPELL. TEXAS REVIEW ~ OCT 0 2 1998 12 3/8' 5/16' I RI 24" GKT. X 24" FLG.(CL E) - ADAPTOR W/ !' "ndD. OUT. W/ H.76' BEVELET) SPIGOT 24' FLG.(Ct. E} X 24' GKT. - ADAPTOR W/ I" THD. OUT. W/ BELL PREP. FOR J.H.A, T.O.P~ lEACH EHD OF ALL SPECIALS SHN.L BI;: 14A, RKED ALONG T.O.P. CENTERUNE WITH A STRIPE OF WA~ PAJNT APPROXIAMA.TELY I 1/2' mDC AND 2' LONG. 1/4" ,l(]OOp STC HALF I I/4' X 1' mASS BUSlaNG HOLE: FLANGES I0" TI.I~0UGH 4B" SHALL HART: 11.1E MORTAR COA11NG OE1.ETED FOR 5" BEFNNO THE F'LAN(~:. CONTRACTOR IS TO COAT TMTH C[M~:NT MORTAR THE ~ IS ~NSTALLED. dST] FITTINGS GiFFOI~u- HILL ',~'ERICAN, INC. 1/98 COPPI:'LL. I~:XAS mm. m. 98-Ogo~l~'t DIO OCT 02 1999 52 A171 30' C~T. X 30' FLO.(Q. £) - ADAPTOR W/ I' THO. OUt A172 (~ i' ~,o. ouT. (em 'ne,) 1/4' x I' ImA~S ~ 1' 8~A~ PI.U(~ IE~iCH F'FID OF' N,.L SP~CLM_S SHALL BE 14~KED ALONG T.O.P. C[NT[RUN[ WfTH A STRIPE OF WA~RO0~ PAINT APPROXlAI~,TE1.y 1 1/2" ~ AND 2' LONG. NOTE: FLANGES 10" THROUGH 48' SHALL HAG THE MORTAR COATING DELE'FED FOR 5" BEHIND 11-1[ FLANGE. CON1RACTOR I$ TO COAT ~MTH CEMENT MORTAR WHEN THE PIPE IS INSTALLED. IGIFFORD- HILL-AMERICAN, INC. omc. m. 98-09001~m 011 I ow. ~e. dST I FITTINGS ~ I~---'~' 10/ 1/981 COPPELL, TEXAS REVIEWC0PY OCT 0 2 199e NOT FOR FAgRIG/OJ0fl STANDARD DISHED HEAD PLUGS 0P336 30' 3/8' O-SSaGOT 2' 1/'2' 1140. OUT. (IRON 1HO.) $/4' X I/2' B~ASS BUSH4NG ~ SPIGOT ON DP,~.~6 TO BE PREP. F'OR 1/2' BI, ASS PLUG JOINT HARNESS ASSEMBLY AS PER SHEET 3/4' ~D. OUT. (men I' x 3/4' BRASS OuStm4G 3/4' BRASS PLUG ~' T~o. OUT. (~'~0. ~0.) I I/4' 30(X)J~ $1',.. HALF' ~ 1 1/4' X I' BRASS BU~'.NG ~ 1/4' ',~o. OUT. {,~,, I/2' 3000# SIL HALF ~ I/2' X I 1/4' 9WA$$ 1/4' BRASS PLUG I/~' ~0. OUT. (~ON THe.) · ' ~o. ouT. (men 2 I/2' 3O0Ol Sll- HALF ~ 2 I/2' X 2' BI,ASS BUSHtHG '",~"'~' I FITtiNGS GIFFORD-HILL-AMERICAN INC. REVlEW(X~ OCT 0 2 1~ 24' P-503 SPIG x 30' P-503 BELl. ECCENTRIC REDUCER IB~CH ENO OF ALL SPECIALS SHALL MARKED ALONG T.O.P. C£NTERLIN£ WITH A STRIPE OF WA'I'[EHtOOF PAINT APPROXIAMATELY 1 1/2" WIDE AND 2' LONG. 2'1 5/16' ~l-,~ t--I-7-7 11/ CUTTINB DETNL PPELL, TEXAS ~.98-0908 REVlk'W OCT 02 1996 NOT FOR FAmtlG/g]0N STANOARD I~ES ANO 4.~.00 WY~S ~Tr Sl~' ~4T df ,JONT I aT ,2 ,JOINT 3 LI L,2 L3 G L ~ ~ TI8 .!0" 30' 5.11-1 B-SPIGOT B-BELL B-BELL ~,5 3/4' ~56 1/2' ~9 7/1~ 72 I/4' go.o0 Z5 1/16' 0.00 EACH ENO OF ALL SPECIALS S~.IALL Ig~ MARKEO ALONG T.O.P. CENTERLINE m11.1 A SlI~E OF WATERPROOF PAINT APPROX]AMATELY 1 1/2' WIDE AND 2' LONG. NO1r~ ANO erC110N SF~I~ 11( STANDARO FITlIN~S EXT~A,S ~ ~TAIL 'A' 0RD-HILL-AM£RICA~T4 INC. REVIEW COPY OCT 0 1998 NOT FOR FAenlr, AmXl HUB FLANGES CLASS E HUB FLANGE SCHEDULE BLIND AND/OR REDUCING FLANGES I,D. OF NO. OF OIA, O~ O.D. OF B.C, OF I ~O. OF DIAI/~R DIAM£~*?q .f~E 31~NING FLANG[5 BORE 'r 'c' 'o' I~.ANG[ FLANG[ BOI.TS OF OF D~:TAR R~O*D. 'A' "[' ~ R~:O'D. ~O~.T H~ OOLT~ NO. 4' 4 9/16' 5 5/16' 15/16' 5/16' g' ? I/2' 8 3/4' 5/8' I 6' 15 CA. 6 23/32' 7 9/16' I' 1 g/16' 11' 9 I/2P 8 7/8' 3/,4' I 8' 6 EA. e 23/32' 9 11/16' i s/e' t 3/4' 13 1/2' 11 3/4' e ?/8' 3/4' 2 10' 10 7/8' 12' I 3/16' 1,~/16' 16' 14 1/4' 12 I' 7/8' 2 12' 12 7/8' 14 3/~' I 1/4' 2 '~/16' 19" 17' 12 1° 7/8' 2 14' 14 I/2' 15 3/4' I 3/B' 2 I/4' 21' 18 3/4' 12 I I/JS' I' 2 16' 16 1/~' 18' I 7/16' 2 I/2' 23 I/2' 21 1/4' 16 I I/8' 1' 2 18' I. 1/2' 111 7/8' I 9/16' 11/16' 25' 22 3/4' 16 I I/4' I 1/8' 2 2o' 2o 1/2' 22' I 11/16' 2 7/8' 2? I/2' 25' 2o 1 t/4' I 1/8' 2 24' 24 1/2' 2o I/8' I 7/8' 3 !/4' 32' 29 i/2' 2o I 3/8' I I/,¢ 2 30' ~0 3/4' 32 3/4' 2 i,M' 3 I/2' ~e 3/4' 36' 28 I 3/8' I 1/4' 2 36' 36 3/,~' ~9 1/,~' 2 3/8' 3 3/4' 46' 42 3/4' 32 1 '~/e' i 1/2' 2 MANUFAC~JI~IG T(31.ERANC[5: INSIO[ OlMTER OF' FI.~IGE.,..,..+I/16' ~41(:KN~SS ~r ~...+1 1/~- (~ITSI0~ ~M'ITR OF P..ANG~......tl/8' BOLT C~CI.[ .................. :1:1/16' NO. Oi~ OO. OF !~)~K:KN[S$ NO, k mA. 9,C. SIZ~ EAN(~:$ I~ANG~ O~ Or FLAN~ D~TAIJ R~O'D 'E' i FLANGE EK].T HOLES 'P' NO. 4' 9' 1.125' 8 · 3/4' 7 1/2' 6' lt' 1.313' e . 7/8' 9 1/2' e- x 3'}5 EA. 13 1/2' i.,f00'e . 7/8-i Ii 3/,,' ,A, I0' 16' 1.563' 112 · i' 14 1/4' 12' 19' 1.750' 112 i' I 17' 1,1' 21' 1.e7s' 112.11/8.1 16' 231/2' 2.000' ;16.11/8' 211/4' 18' 25' 2.125' ; 16. I 1/4' 22 3/4' 20' 27 1/2' 2.375' 2O. ! I/4' 2,5' 24' .32' 2.625' 20. I 3/8' 29 I/2. 30' 38 3/4' 2.875' ; 28' I ,3/8' 36' 36' 46' 3.344' 32. I '~/8'42 ALL ~ GASKETS SHALL g[ FUlL FAC[ I/8' UNleSS Ol1~R1~1S~ NOI~D. COAT1NG LIMITA"rtONS SIZE: 11.11OCN~5S 'H' ] 3'-8' 3/8' / 10'-48' ~OATING F. ....... 7 I/2' NOTE: SEAL 11.lE BAC~Si[~ ....... £ CH ..... v~ ~HOLE: W/A I/e~ S~ ~. H~E ~~T ~[ (~ 4} DETAIl.. 'A' 8"x 5" RED. FLG. (D~T FOR 5" FLG) NO1[ 1: ~ FI.AN(ES CONFORM TO AWtIA C207. HUB TYPE, Ct. ASS E. TA~I_[ 4. FLANGE SCHEDULE COPPELL~ TEXAS FLG. $CHD. NO,3 IGIFFORD- HILL-AMERICAN, INC. o,m..o. 98-090BIs,~m DI5 REVIEW OOPY 0C? 0 2 1998 RING FLANGES CLASS E RING FLANGE SCHEDULE BLIND AND/OR REDUCING FLANGES I.D. OF NO. OF O.D. OF' 'I14CKN~'S~ D.D. OF B.C. OF THICKNESS NO. OF' OIAM[~R DLM4ETER '~' ~O'D. '6. 'C' '~' '¢' 'o' ~O'D. eO.T HO~.~ eO~.TS 4' 4 1/2' SCH. 40 6. 7 1/2' I I/8' B 3/4' 6. e 5/~' SCH. 40 11' 9 1/2. I 5/16' e ,7/6. 3/4' 6. 9 ~/g' 3/16. ~3 1/2' II ~/4' I 1/2' 8 7/8' 3/4' 10' 11 3/8" 16" 14 1/4' 1 9/16' 12 1' t2" 13 3/6' 1~' 17- ~ 3/4' ~2 I- ?/~. 14' 15 I/4' 21' 18 3/4' I 7/8' 12 I 1/8' I' 16' 1 FA. 1'7 3/a' 12' :~3 '~/2. 21 I/4' 2' 16 I 1/8' 16. is ~/,~z' 25' 22 3/4' 2 I/8' 18 I 1/4' i i/6. 20' 21 25/32' 27 1/2' 25' 2 3/6. 20 I 1/4' I I/8' 24' 2 [~. 25 3/4' 12' 32' 29 1/2. 2 5/~' ~K) I 3/8' 1 I/4' ~ 2 ~ 31 .7/8' i~' M 3/4' ~ 2 7/~' 28 I 3/6' i !/4' .~' 3.7 '7/8' 3/16' 4~ 42 3/4' 3 t/8' 32 i 5/6' I i/2' INS~ CIRCUM~RENC[ FI.A*TN~S..O.010' OUTe~O( C~CUMFTR~NCE ii NO. OF 00. 0f' fl-ICICl(~ NO.& DI~ B.C. S~ZE ! F'L~IG(S FLANGE OF FLG. OF ~ D~TNL 4' ,, ~ g" 1 1//8' e · 3/4' 7 1/2' 6' I1' I 5/16' e - 7,,/6' 9 I/2' 6' 13 1/2. I !/2' e - 2,/8' ii 3/4' 10' 16' I 9/16' 12- 1' 14 1/4' 12' I~' 1 3/4' 12. 1' 17" 14' 21' 1 '7/6. 12 - I 1/~ 18 3/4' 16' 23 1/2' 2' 16. ~ ~/8' Zl 1/4' ~6. 26' 2 1/.' 16- 1 1/4' 22 3/4' 20' 27 1/2' 2 .~/8' 20. I 1/4' 24' 32' 2 5/8' ~0. I 3/~' ~3 I/2' ~' ~3/4' 27/~ ~8- 1 ,y~' 36' 46' 3 3,/~ ~2- I 6/8' 42 3/4' ALL ~ GASKETS ~ BI[ FUU. FACE I/6. UN~ES$ OTHLrRv~E NOTED. L D + 3/6. , CO~NG LIMITATIONS I F~ANC~ 14q. COA11NG S~ZE ~ 3' -~" 3/6. 8" I.D. & LARGER * NOTE I: THESE FLN~[S CONFORM TO AWWA C207 CLASS E. TABLE 5. NOTE 2: DRIM.ING CONFORMS TO ANSI BI6.1 CLASS 125. Jo,l(iT: 10/ 1/91 Ugt~o ANO P~NT W~TH BIUkL,~511C SU~:R TA~'t( SOt. UTION. FLANGE SCHEDULE IC.,I~ORD-HII.L-~£RIC~, INC. COPPELL~ 'TEXAS ~,. ~ 98-0901~,~.m D'I6 ~3 - 2 30" B-303 JOINT ~SS 3B JAN 1 8 2010 o~,~ Assm~m~,Y NOT K R FABRIC/~ FION TP362 1 30" GKT. - T~P. TEST PLUG D56 S£OUENCE 8+~5.00 S02.76- dU3 I ,~ dH3 TP362 CLASS 150 BX344 I 30" B303 BB/I~BS D21 18.75 SHORT 18..75 8+.77(;.25- 502.51- ~S 150 0..78o B3A3 i 30" B303 BB/BS D28 1.25 0,013'7 ~'~ 1-CUT B~qD 22.50° 1.25 22.50°Rt Cpi= 8+'7S. 00- 0.65oDn 502.A9- 1,43° 1.50 0,0250 1.50 8+.73.50- 502.45- ~11, CLASS 150 C8342 1 30" B~ ST~ ~/BS D56 5.25 O~OS~ SECTION 5.25 8+68.25- 502.32- ~l, .......... ~SON JOB ~V3-146 0.0250 BEGIN RELOCATION ~1 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT ~PL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. , NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-12-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 50 REVIEW COPy JAN ! 2000 NOT FOR FN RICAT/ON 10+40.00 ~-PULL 0.06°Dh 503.29 CLASS 150 0.06° BX350 1 30" B303 BS/BB D19 13.89 0.0010 SHORT 13.89 10+26.11 -PULL 0. llODn 503.27- BVC= 9+99.67 CLASS 150 0.17° 349 1 30" B303 BS/BB 32.00 0.0029 STD 32.00 9+94.11 ~PULL 0.05ODn· 503 . 18. CLASS 150 0.22° 348 1 30" B303 BS/BB 32.00 0.0038 STD 32.00 9+62.1~ 503.06- CLASS 150 347 1 30" B303 BS/BB 32.00 STD 32.00 9+30.11 502.94- CLASS 150 346 1 30" B303 BS/BB 32.00 STD 32.00 8+98.11. 502 . 82- ~ I' .CLASS 150 0.22° B345 1 30,, B303 HBB/BB D29 1.50 0.0038 1-CUT BEND 22.50° 1.50 EQU= 22.49OLt CPI= 8+96.61 A~ 0.57°Dr~ 502.81- 8+98.39 Bk 22.50oC~ 0.78° 3.39 0.0137 3.39 8+95.0(~ 502.76- ~ JH3 CONT'D FROM 50 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE 'FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-12-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 51 I REVIEW COPy CONT'D ON 53 JAN ! 2000 NOT FOR FA ~RICATION 11+64.60 502.86 CLASS 150 355 1 30" B303 BS/BB 32.00 STD 32.00 11+32.60- 503 . 01- CLASS 150 -0.26o BX354 1 30" B303 BS/BB D19 18.11 0.0046: SHORT 18.11 11+14 . 4~ -PULL 0.02ODr~ 503.0~ EVC= 10+99.67 CLASS 150 -0.24o 353 1 30" B303 BS/BB 32.00 0.0042 STD 32.00 10+82.5(~ -PULL 0.14 °Dr~ 503.23~ C7~AS S 150 -0.10o 352 1 30" B303 BS/BB 32.00 0.0018 STD 32.00 10+50.50 PULL 0.10°D~ 503.28- VPI= 10+49.67 (0.48°Dn) (503.39) w~ 8" EFLG Tang, LT OUT= 10+45.24 w/ 8" X 3" RED. FLG. w/ (D & T FOR 3" FLG.) w/ 8" FLG. INSL. KIT CT~AS S 150 -0.00o BX351 1 30" B303 BS/BB D20 10.50 0.0000 SHORT 10.50 10+40.00 -PULL 0.06ODr~ 503.2~ CONT'D FROM 51 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-12-00 COPPELL, TEXAS J PROJECT: 98-90B I SHEET: 52 REVIEW COP' ~DITIO~ ~'rsR'~m ~OUI~D JAN1 8 2[}[li[ CONT'D ON 54 TP363 i 30" GKT. - TEMP. TEST PLUG D56 w/ 2,, 'mD. OUT. NOT FOR I ;:~BRtCATIOI 12+26.5(} 502.21- C~S 150 -1.49° B360 1 30" B303 BS/BB D31 1.50 0.0260 1-CUT BEND 22.50° 1.50 22.50°Rt CPI= 12+25.0(} 0.59ODr~ 502.25- 22.50oCb -0.90° 1.25 0.0157 1.25 12+23.75- 502.27- ~ ~ m CI_d~S 150 c~ ~ BX359 1 30" 5303 ItBS/BB D22 18.75 ~1~ SHORT 18.75 12+05.00 502.56- ~, d-H4 CLASS 150 BX358 1 30" B303 BS/HBB D23 7.89 HYDRO. SHORT 7.89 TEST 11+97.11- 502.69 SEQUENCE CLASS 150 -0.90° B357 1 30" B303 BS/BB D30 1.50 0.0157 1-CUT BEND 22.50° 1.50 EQU= 22.50°Lt CPI=il+95.61 /Lb 0.63 °DI~ 502.71- 11+97.85 Bk 22 . 50°Cl) -0.26° 1.25 0.0046 1.25 11+96.60- 502.72- ~ I~' C~LASS 150 -0.26° 356 1 30" B303 BS/BB 32.00 0.0046 STD 32.00 11+64.6(} 502.86- CONT'D FROM 52 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: ~ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-12-00 COPPELL, TEXAS [ PROJECT: 98-90B t SHEET: 53 --- EXISTING 30" LINE VPI= 12+35.00 (0.00°) (501.99) : .......... HANSON JOB ~73-146 -1.49° --- 30" L-301 PIPE 0.0260 ,, 12+31.75- 502.07- C8361 1 30" BI3TT STR~ BS/LS D58 5.25 0.0260 -- CLOSURE SECTION 5.25 12+26.5~ 502.21- ~ i, CONT'D FROM 53 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. i BY DATE REVISION DATE: 1-12-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 54 REVIEW COPY jAN & 2000 ADDITIONAL MATERIAL REQUIRED CONT'D ON 56 JH5 - 2 30" B-303 JOINT HARNESS 3B NOTFORFAIIRICAT~0N JH6 ASSEMBLY 17+21.3(~ 490.64- HYDRO CLASS 150 TEST BX369 1 30" B303 HBB/BS D24 3.40 %EOUENCE SHORT 3.36 17+17.95 491.17- JHS~ ,~ JH5 TP364 CLASS 150 BX368 1 30" B303 BB/HBS D24 6.18 ~ z~ SHORT 6.10 17+11.85- 492.14- CLASS 150 367 1 30" B303 BB/BS 32.00 STD 31.60 16+80.24- ~-~ 497.16- . CLASS 150 9.03° B366 1 30" B303 BB/BS f D32 1.25 // 0.1589 , CPI= 16+79 01-- [ ~0.32ODrv ' 0.2 CLIPS 150 ~ I 16+77J, 51- ~. . . ', .......... FJ~SON JOB ~73-146 ~ 0.005:1 ', , --- 30" L-301 PIPE~ // "- ' BEGIN RELOCATION ~2 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SliT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-21-00 COPPELL, TEXAS [ PROJECT: 98-90B [ SHEET: 55 I I REVIEW COPy JAN 3 1 2000 18+53.46_ ~lO"i' FOR FABI :IC^TION 494.26_ CLASS 150 376 1 30" B303 BS/BB 32.0]. STD 31.99 18+21.47 PULL 0.23°Lt- 493.30 EHC= 18+14.05 HPI= 18+14 . 05 (0.39°Rt) CLASS 150 373 1 30" B303 BS/BB D25 31.99 BEVEL SPIG 2.00° 31.98 17+89.49 B&P 1.67°Lt- 492.35- CLASS 150 372 1 30" B303 BS/BB D25 31.99 BEVEL SPIG 2.00° 31.98 17+57.51 -B&P 1.81°Lt- 491.39 CLASS 150 371 1 30" B303 BS/BB 32.02 STD 32.01 17+25.5~ PULL 0.95°Lt 490.43-~, CLASS 150 1.72° B370 1 30" B303 BB/BB D33 1.66 0.0300 2-CUT BEND 24.49° 1.66 EQU= 22.08°Lt CPI=17+23.84 A]~ 10.74°U~ 490.38- 17+22.95 Bk 24.49°Cb (R=1012.00) BHC= 17+22 . 95 (5. ll°Lt) (L=90.21) -9.03° 1.66 0.1589 1.64 17+21.30- 490.64- CONT'D FROM 55 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCEI PTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIEI/3 WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-21-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 56. REVIEW COPy DDITZO. JAN 3 1 000 TP364 & 2 30" G~. - T~P. TEST PL~ D56 TP380 W/ 2" ~. 0~. 20+63.77- 500.56- ~S 150 1.72° BX521 1 30" B303 BS/BB D18 18.41 0.0300 SHORT 18.40 20+45.37- 500.01 ~S 150 520 1 30" B303 BS/BB 32.00 S~ 31.99 20+13.3~ P~L 0.17°Lt- 499.05- HPI= 20+06.51 (0.22°Lt) C~S 150 519 1 30" B303 BS/BB 32.00 S~ 31.99 19+81.40 P~L 0.05°Lt- 498.10 ~S 150 518 1 30" B303 BS/BB 32.00 S~ 31.99 19+49.42~ 497.14- 517 ~S 150 1.72° 516 3 30" B303 BS/BB 96.00 0.0300 515 S~ 95.96 18+53.46- 494.26- ~'D FR~ 56 PIE~ DET SPL I~ DEFLEXION S~PE ~ DES~I~ION STATION EL~ P~ NO. S~ HPL (Ft) DATA T~ (Ft) NOTE: D~ED JOINS I~I~TE FIE~ ~ ~ PER SHE~ 3A. N~E: ~ UP M ~ ~NS~U~ION D~: JST ~SON Concrete Products, Inc. ~K BY: BY DA~ ~ISION DATE: 1-21-00 ~PPELL, TE~ ~ PR~: 98-90B ~ S~: 57 REVIEW COPy J .N. 3 CONT~D ON 59 NOT FOR FI BRII;ATIO; 21+06.51- 503 06 1 ~S 150 cs37~ i 3o,' Hurt s~ ~s/us DS8 S.2S[~--] CLOSURE SECTION 5.25 r w/ GUSSETS 21+01.26- 503.13 CLASS 150 -0.80° B378 1 30" B303 BS/BB D35 1.25 0.0140 i-CUT BEND 16.74° 1.25 EQU= 16.16OR~ CPI=21+00.01 A]]r 4.40°D~- 503.15L, 21+05.12 Bk 16.74°Cb 3.60° 0.86 0.0630 0.86 I 21+04 . 26- 503 . 10 CLASS 150 BX377 1 30" B303 HBS/BB D18 20.00 SHORT 19.96 , ~ 01{6 20+84.30- 501.84 JH6 CLASS 150 BX375 1 30" B303 BS/HBB D18 19.19 H¥0R0. SHORT 19.15 T£S 20+65.15- 500· 63 CLASS 150 3.60° B374 1 30" B303 BS/BB D34 0.85 0.0630 1-CUT BEND 8.70° 0.85 8.51OLt CPI= 20+64.30 1.88°Up 500·58 8.70°Cb 1.72° 0.53 0. 0301 0.53 20+63.77 B&P 0. O1 °L~:~ 500.56' CONT'D FROM 57 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NCTrE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: REVIEW COPY NOT FOR FA ~RICATIOi' END RELOCATION ~2 --- EXISTING 30" LINE .......... HANSON JOB ~73-146 _0.80° --- 30,, L-301 PIPE 0.0140 CONT'D FROM 58 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-21-00 COPPELL, TEXAS J PROJECT: 98-90B J SHEET: 58A REVIEW COPY ADDITIONAL F T EI/ RE~UIP~D JAN 1 8 0O0 ON 60 0~-I? - 2 30" B-303 JOINT {SS 38 a~ae ASS~BL¥ ~0] FOR FABI~ iCATION HYDRO. TEST SEQUENCE 42+4?.96- 502.33- JH?~ ,~ dlt7 CLASS 150 BX383 I 30" B303 BB/~S D24 13.01 SHOET 13.01 ~ m 42+34.95 502.19- ~S 150 0.61o ~382 i 30" B303 BB/BS D36 1.25 0.0106 1-~d~ ~E~XiD 22.51° 1.25 22.49ORt CPI= 4~+33.?~ 1.06°D~ 50~. 18- I .66° 1.50 1.50 42+32.20~ 502.14- ~mm CI~S 150 I 42+26.95 501.98 --- EXISTIb~ 30" LINE 1.66o .......... F~SON ~OB #73-146 0.0290 , .... 30. L-301 PIPE Bi~IN REB(X~TION PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: ND. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 59 REVIEW COPY JAN 1 8 20110 CONT'D ON 61 NOT FOR FABRIC/ TION 43+10.25- PULL 0.07ODn- 502.49 w/ 8" EFLG Tang, LT OUT= 43+05.00 ~ F.O.T. wW/ 8" X 3" RED. FLG. (D & T FOR 3" FLG.) w/ 8" FLG. INSL KIT VPI= 43+05.00 (0.34°Dh) (502.57) CLASS 150 0.00o BX387 1 30" B303 BS/BB D21 10.50 0.0000 SHORT 10.50 42+99.75- PULL 0.04 °I~a- 502.43 CLASS 150 0.05° BX386 1 30" B303 BS/BB D19 16.25 0.0008 SHORT 16.25 42+83 . 5~ PULL 0.13°Drk 502.48~ 'mm BVC= 42+55.00 VPI= 42+55.00 (0.44°Dn) (502.42) CLASS 150 0.18o 385 1 30" B303 BS/BB 32.00 0.0031 STD 32.00 42+51.50- PULL 0.43°Dh- 502.38 CLASS 150 0.61o B384 1 30" B303 HBB/BB D37 1.50 0.0106 , 1-CUT BEND 22.50° 1.50 EQU= 11PI=42+50.00 At~ 22.50°Lt~ 502.37 42+51.35 Bk 0.61° 3.39 0.0106 3.39 42+47.96 502.33 ~ J~7 CONT'D FROM 59 PIECE DET SPL INV DEFLECTION SLOPE INA; QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B J SHEET: 60 CONT'D ON 62 JAN 1 8 2)00 NOT FOR FABle1( :AT/ON 43+73.61- 502.34 CLASS 150 ~ ~ I CLASS 150 JH8 B390 1 30" B303 BS/HBB D38 3.39 HYDR0 EVC= 43+55.00 VPI= 43+55.0( (0.07°Dh) (502.42) CLASS 150 _0.16° BX389 1 30" B303 BS/BB D19 15.16 0.0028 SHORT 15.16 CLASS 150 _0.07° 388 1 30" B303 BS/BB 32.00 0.0012 STD 32.00 43+10.25 -PULL 0.07ODr~ 502.49 CONT'D FROM 60 NOTE: READ UP NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B SHEET: 61 I~.VIEW Cl )Py JAN 1 8 DO0 ~"[ FOB FABRI ;ATIOIv END RELOCATION #3 --- EXISTING 30" LINE , , .......... HANSON JOB ~73-146 _1.35° --- 30" L-301 PIPE 0.0235 43+81.61 502 CLASS 150 CS393 1 30" BL~ STRAP BS/LS D58 5.25 ' ~S~ SECT~O, 5.25 43+76.36. 502.2~- ~S 150 _1.35° B392 1 30" B303 BS/BB D39 1.50 0.0235 1-CUT BEND 22.52° 1.50 22.49ORt CPI= 43+74.86 1. llODr~ 502.33 22.52°C~ -0.24° 1.25 0.0042 1.25 43+73.61- 502.34- CONT'D FROM 61 PIECE DET SPL ZNV DEFLEC'F I ON SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE 'FIELD WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS J PROOECT: 98-90B SHEET: 62 ADDITIONAL MATERIAL REQUIRED CONT'D ON 64 - 2 30" E-303 3c JAN 1 8 2001 JH10 ASSEMBLY ~NOT FOR FABRICAT ON 55+05.01- 475.29 HYDRO ~S 150 TEST BX397 1 30" B303 HBB/BS D19 5.12 SEQUENCE SHORT 5.01 55+00.00 476.34- JH9~ ~ d~9 TP364 CLASS 150 BX396 1 30" B303 BB/HBS D19 18.62 SHORT 18.22 54+81.78. 480.17- CLASS 150 -11.87o B395 1 30" B303 BB/BS D40 1.25 0.2103 1-CUT BEND 21.99° 1.22 19.47°Rt CPI= 54+80.56 10. 530Dr~ 480.43 21.99oCb -1.35° 1.50 0. 0236 1.50 54+79.06 480.47- CLASS 150 CS394 1 30" BUTT STRAP LB/LS D57 5.25 CLOSL]RE SECTION 5.25 54+73.81. 480.59 --- EXISTING 30" LINE _1.35° .......... HANSON JOB #73-146 0.0236 , . --- 30" L-301 PIPE BEGIN RELOCATION ~4 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARF~ENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: ND. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B [ SHEET: 63 REVIEW COPY JAN ! 8 2000 cO ,D ON ~IDT FOR FAB ICATION TP$80~ ~ 55+68, O0~ 4~5.24. ~10 ~S 150 BX402 1 ~0" B]03 BS/~B D24 3.11 HYDRO. SHORT 3.06 5S+64.94- P~L 0.06°~t 474.66 ~S 150 10.78° B401 1 30" B]03 BS/BB D42 1.50 0.1903 1-~ B~ 22.50° 1.47 EQU= 19.54°~t CPI=55+63.47 ~- 11.35°Up 474.~8 5S+65.00 Bk 22.50°~ ~0.57° 1.25 0.0100 1.25 55+6~. 76- .P~L 0.06°~ 474.39 ~S 150 BX400 1 ~0" B303 BS/BB D24 25.26 SHORT 25.26 55+~8. S0 474.64 ~S 150 ~99 1 30" B]0~ BS/BB ~2.00 S~ 32.00 55+06.50- 474.96 , ~S 150 -0.570 B398 i 20" B303 BB/BB D41 1.50 0.0100 1-~ B~ 22.38° 1.50 EQU= 19.46°L~ C~=55+05.00 ~ 11.~0°~ 474.98 55+06.48 B~ 22.38°~-11.B7~ 1.50 0. 2103 1.47 55+05.01~ 475.29 PIE~ DET SPL I~ DEF~ION S~PE ~ DES~I~ION STATION EL~ P~ NO. S~ HPL (Ft) DATA T~G~ (Ft) R~ UP N~E: D~ED JOINS I~I~TE FIE~ ~ ~ PER SHEET 3A. N~E: ~ UP M ~ ~NS~U~ION D~: JST ~SON Concrete Pr~ucts, Inc. ~K BY: NO. BY DATE ~ISION DATE: 1-15-00 ~PPE~, TE~ ~ PR~E~: 98~90B ~ SHEET: 64, REVIEW COPY JAN 1 8 2 NOT FOR FAB~( :ATION -~- EXISTING 30" LINE .......... HANSON JOB ~73-146 -0.360 --- 30" L-301 PIPE 0.0063 55+96.49- 479 CLASS 150 CS405 1 30" BUTT STRAP BS/LS D58 5.25 -- CLOSURE SECTION 5.25 55+91.24- 479.37- ~ m, CLASS 150 -0.36° B404 1 30" B303 BS/BB D43 1.50 0.0063 1-CUT BE~ 22.48° 1.50 19.64°Rt CPI= 55+89.74- 11.14°Dr~ 479.38- 22.48°Cb 10.78° 1.25 0. 1903 1.23 55+88.51- 479.15- CLASS 150 10.78o BX403 1 30" B303 HBS/BB D20 20.88 0.1903 SHORT 20.51 55+68.00 475.24- ~ JH10 CONT'D FROM 64 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HA/qSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS ] PROJECT: 98-90B I SHEET: 65 REVIEW COPy ~DDIT~O~ .~R~R UIR D JAN]. 8 2![00 CONT'D ON 67 JH11 - 4 30" B-303 JOII'~ EAR.NESS o~:i4 Ass~¥ f~OT FOR FABRI ATION 68+68.65- 493.69 W/ 1" THR OUT, UP OUT= 68+67.90 CLASS 150 A409 1 30" ADAPTOR HBB/FLG D27 2.65 2.65 68+66.00 493.64 ,~------~ JHll CLASS 150 BX408 1 30" B303 BB/HBS D19 14.75 SHORT 14.75 68+51.25- 493.40 CIJ~S 150 0.95° B407 1 30" B303 BB/BS D44 1.25 0.0165 1-CUT BEND 22.21° 1.25 22.21°Rt CPI= 68+50.00- 0. 640Dr~ 493.38 22.21oCb 1.58° 1.50 0.0276 1.50 68+48.4~ 493.34. CLASS 150 CS406 1 30" BU~T STRAP LB/BS D57 5.25 CLOSURE SECTION 5.25 / J 68+43.25- 493.19 --- EXISTING 30" LINE 1.58° .......... HANSON JOB ~73-146 0.0276 --- 30" L-301 PIPE BEGIN RELOCATION #5 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE -FILED WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE R~VISION DATE: 1-15-00 COPPELL, TEXAS [ PROJECT: 98-90B [ SHEET: 66 I REVIEW COPY CONT'D ON 68 ~IQT FOP, I: 69+51.41 494.44. CLASS 150 414 1 30" B303 BS/BB 32.00 STD 32.00 69+19.41 494.24- CLASS 150 413 1 30" B303 BS/BB 32.00 STD 32.00 68+87.41. 494.03- ' mm r CLASS 150 0.37° B412 1 30" B303 HBB/BB D45 1.50 0.0065 1-CUT B~NID 22.21° 1.50 EQU= 22.20OLt HYDRO CPI:68+85.91 Ab 0.58 °Dr~ 494.02- TEST 68+88.79 Bk 22'21°Cb 0'95° SFOUENC£ 3.39 0. 0165 3'39 JH13z~ 68+85.40 493.96- ~--------~ Jill3 TP362 CLASS 150 ii BX411 1 30" B303 ~B/HBS D24 11.40 ~ ~ SHORT 11.40 ~ ~ 68+74.00 493.78- ~ ~ ~---~ OH12 w/ 1" THR OUT, UP OUT= 68+72.10 0 CLASS 150 A410 1 30" ADAPTOR FLG/HBS D27 2.64 2.64 68+71.36 493.73- -- - 0.95 o .......... 30" FLG. - C:%%.TE V~VE 2,71 0.0165 --- (HY OTHERS) 2.71 68+68.65- 493.69 CONT'D FROM 66 PIECE DET SPL INV DEFLECFZON SLOPE INV QTY DESCRIPTION STATION ELEV pLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FILED WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE PdEVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 67 REVIEW COPY JAN I ~ CONT'D ON 69 NOT FOR R ~BRICATIOI~ 71+16.93- PULL 0.34ODn. 495.03 VPI= 70+95.00 (1.07°Dh) (495.37) CLASS 150 _0.23° 420 1 30" B303 BS/BB 32.00 0.0039 STD 31.99 70+84.93- PULL 0.23ODr~ 495.16- w/ 8" EFLG Tang, LT OUT= 70+79.68 ~ F.O.T. w/ 8" X 6" RED. FLG. w/ (D & T FOR 6" FLG.) w/ 8" FLG. INSL. KIT CLASS 150 0.00o BX419 1 30" B303 BS/BB D22 10.50 0. 0000 SHORT 10.50 70+74.43- PULL 0.20ODn- 495.16 CLASS 150 0~20o BX418 1 30" B303 BS/BB D19 27.03 0.0035 SHORT 27.03 70+47.41- -PULL 0.17ODr~ 495.06- BVC= 70+45.00 CLASS 150 0.37° 417 1 30" B303 BS/BB 32.00 0.0065 STD 32.00 70+15.41- 494.86- %--/ CLASS 150 0.37° 416 2 30" B303 BS/BB 64.00 0.0065 415 STD 64.00 69+51.41- 494.44- %>,3 CONT'D FROM 67 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: READ UP M CO CONSTRUC~fION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COppEr.r,, TEXAS I PROJECT: 98-90B I SHEET: 68 REVIEW COPY CONT'D ON 70 NOT FOR F,~ E)R1CATION 74+03 . 31' 491.62- CLASS 150 429 1 !30" B303 BS/BB 32.00 STD 32.00 73+71.31' 492.00 ~ m, CLASS 150 428 1 30" B303 BS/BB 32.00 STD 32.00 73+39.32 492.39~ CLASS 150 BX427 1 30" B303 BS/BB D18 30.42 SHORT 30.42 73+08.9G 492.77- 426 CLASS 150 THRU 4 30" B303 BS/BB 128.00 423 STD 127.99 71+80.91- 494.32- CLASS 150 _0.70° 422 1 30" B303 BS/BB 32.00 0.0122 STD 31.99 71+48.92 -PULL 0.13°Dre 494 . 71- EVC= 71+45.00 CLASS 150 _0.570 I I 421 1 30" B303 BS/BB 32.00 0.0099 i STD 32.00 71+16.93- -PULL 0.34ODr~ 495.03- CONT'D FROM 68 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) PJEAD UP NOTE: DARKE/qED JOINTS INDICATE FILED WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROOECT: 98-90B I SHEET: 69 REVIEW COPY JAN 1 2001] co ,D ON 71 NO'[ FOR FA ~RICATION 74+46.74- 490.33- 1 CLASS 150 CS433 1 30" B~ STRAP BS/LS D58 5.25 CLOSURE SECTION 5.25 74+41.50 490.55- 1 CLASS 150 2.39° B432 1 30" B303 BS/BB D47 1.50 0.0417 1-CUT BEND 22.50° 1.50 22.49oRt CPI= 74+40.0~ 0.91°D~ 490.61- 22.50°Cb -1.48° 2.82 0. 0258 2.82 74+37.18 490.68- ~ ~ l' CLASS 150 431 1 30" B303 HBS/BB D26 32.00 SPC 31.99 74+05.19 491.51- JNI4 ,~li JH14 CLASS 150 -1,48° / B430 1 30" B303 BS/HBB D46 3.54 0.0258 HYDRO 1-CUT BEND 22.50° 3.54 EQU= 22-50°Lt SEQUENCE CPI=74+01.65 A~ 0.78°Dn- 491.6~ 74+04.57 Bk 22.50oCb -0.70° 1.25 0.0122 1.25 74+03.31- 491.62- 1 CONT'D FRO~ 69 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT NPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FILED WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 70. REVIEW C{3Py JAN 18 000 NOT FOR F^BI: ICATfON END RELOCATION ~5 --- EXISTING 30" LINE .......... HANSON JOB #73-146 -2.39° --- 30,, L-301 PIPE 0.0417 CONT'D FROM 70 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE ~FILED WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO.!BY DATE REVISION DATE: 1-15-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 71 REVIEW COPY ~,I'~o~',~., ,~H~ REQUI~O JAN 1 8 2000 ~,~ o~ ~ ~15 -~ 4 30" B-303 JOI~ ~ESS 3B ~18 ~S~LY NOT FOR I ABRICATIi HYDRO. TEST SEQUENCE 79+67.0~ 472.47- JH15~ ~ ~15 ~S 150 " m 437 1 30" B303 BB/~S D26 32.00 ~ ~ 79+35.0G 472.75- ~ ~ ~, ~S 150 BX436~ 1 30" B303 BB/BS D24 8.75 ~S 150 -0.49° B435 1 30" B303 BB/BS D48 1.25 0.0085 ~ 22.11°~ 1.50 CS43~ 1 30" g~ S~ ~/BS D~7 S.2S 0.0068 ~ --- ~ISTI~G 30" BI~ -0.g~~ i ', .......... ~S~ ~OB ~73-1~6 0.0068 , --- 30. B-~0~ PIPE ~ B~I~ ~TIO~ ~6 PI~ DET SPB I~ DEFBE~IO~ S~PE I~ ~ D~S~I~IO~ ST~TIO~ EB~ P~ ~: D~ dOitS I~I~T~ FIE~ ~D ~ PER SH~ 3~. NO. BY DATE ~ISION DATE: 1-16-00 ~PPELL, ~ ~ PR~: 98-90B I SHEET: 72 I REVIEW COPY JAN 1 8 2000 coNT,D o. 74 ~OT FOR FABI iICATION 80+96.55 ~PULL 0.52°Up 469.16- PRVC= 80+67.10 CLASS 150 -1.93o 442 1 30" B303 BS/BB 32.00 0.0337 STD 31.98 80+64.57 -PULL 0.09°Dh- 470.23- CLASS 150 -1.84° 441 1 30" B303 BS/BB 32.00 0.0322 Sql) 31.98 80+32.59 PULL 0.53°Dh- 471.26 VPI= 80+17.10 (1.67°Dh) (472.02) CLASS 150 1.31° 440 1 30" B303 BS/BB 32.00 0.0229 STD 31.99 80+00.5~ -PULL 0.53ODn. 472.0(~ ,~, CLASS 150 -0.78o 439 1 30" B303 BS/BB 32.00 0.0136 STD 32.00 79+68.60- -PULL 0.28ODr~ 472.43- CLASS 150 _0.500 i B438 1 30,, B303 HBB/BB D49 1.50 0.00871 1-CU~ BEND 22.11° 1.50 EQU= 22.11OLt }{PI=79+67.10 At¥ 0.01°Dh- 472.44- 79+70.44 Bk 22. llOCb BVC= 79+70.44 -0.49° 3.44 0.0085 3.44 79+67.0(~ 472.47- ~ JH15 CONT'D FROM 72 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELDED AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 73 REVIEW COPY JAN 18 2(00 eO ,D ON 75 J'JD'T FOR FABRIC ~,TION 83+52.57- 466.13 450 CLASS 150 o~ THRU 4 30" B303 BS/BB 128.00 447 STD 127.99 82+24.58- 467.29- . CLASS 150 -0.52° 446 1 30,, B303 BS/BB 32.00 0.0091 : STD 32.00 81+92.58 PULL 0.0loUD 467.58- EVC= 81+67.10 CLASS 150 -0.53° 445 1 30" B303 BS/BB 32.02 0.0093 STD 32.01 0.03°Rt 81+60.56- PULL 0.36°U~ 467.87- 0.36oCb EQU= 81+50.03 Ah 81+50.05 Bk HPI= 81+50.05 (0.04ORt) CLASS 150 -0.89° 444 1 30" B303 BS/BB 32.02 0.0155 STD 32.02 O. 01°Rt 81+28.56~ PULL 0.52°U~ 468.37 0.52 °Cb VPI= 81+17.10 (1.63°Up) (468.26) CLASS 150 -1.41o 443 1 30" B303 BS/BB 32.02 0.0246 STD 32.01 80+96.55 PULL 0.52°Upu 469.16 CONT'D FROM 73 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS J PROJECT: 98-90B } SHEET: 74 I I REVIEW CCPy JAN i 8 2:]00 o. 76 I~OT FOR FABRI~ ;ATJON 85+39.44- -PULL 0.43ODr~ 467.04- CLASS 150 1.02o BX456 1 30" B303 BS/BB D19 26.82 0.0178 SHORT 26.81 85+12.64- -PULL 0.14ODn 466.57- PRVC= 85+04.00 CLASS 150 1.16° 455 1 30" B303 BS/BB 32.02 0.0202 STD 32.02 84+80.61- -pLTLL 0.56oU[~ 465.92- VPI= 84+54.00 (1.85°Up) (465.21) CLASS 150 0.60° 454 1 30" B303 BS/BB 32.03 0.0105 STD 32.02 84+48.59 -PULL 0.59oup 465.58- CLASS 150 0.01o 453 1 30" B303 BS/BB 32.02 0.0002 STD 32.02 84+16.57- -PULL 0.48 °U[~ 465.57- BVC= 84+04.00 CLASS 150 -0.47° 452 1 30". B303 BS/BB 32.00 0.0083 STD 32.00 83+84.57- PULL 0.04°U~ 465.84- CLASS 150 -0.52° 451 1 30" B303 BS/BB 32.00 0.0091 STD 32.00 83+52.57- 466.13- CONT'D FROM 74 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT RPL (Ft) DATA TANGENT (Ft) READ UP NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 75 REVIEW COPY JAN 1 8 CONT'D ON 77 15- 467.364 ~ Jill7 86+39. CLASS 150 BX461 1 30" B303 BS/HBB D19 17.35 SHORT 17.35 86+21.80- 467.40- BX460 1 30" B303 ~S/BB D24 17.00 SHORT 17.00 B4~ 1 30" B30] BS/~B D~0 4.00 0.0020 H~O. 1-~ B~ 22.45° 4.00 EQU= IESI IIPI=86+00.80 ~ 22.45OLt- 467.44~ 86+04.69 Bk ~C= 86+04.00 1,25 0.0020 1.25 86+03 . 44~ P~L 0.24°~ 467.4~ ~S 150 0.13° 458 1 30" B303 BS/BB 32.00 0.0022 S~ 32.00 85+71.44- P~L 0.46o~ 467.37 VPI= 85+54.00 (1.45°~) (467.54) ~S 150 0'59° I 457 1 30" B303 BS/BB 32.00 0.0103 S~ 32.00 85+39.44- P~L 0.43°~ 467.04 ~'D FR~ 75 PIE~ DET SPL I~ DE~ION S~PE ~ DES~I~ION STATION EL~ NO. S~ HPL (Ft) DATA T~ (Ft) ~ UP N~E: D~ED JOINS I~I~TE FIE~ ~ED ~ PER S~ 3A, M ~ ~NS~U~ION D~: JST ~SON Concrete Products, Inc. ~K BY: I REVIEW CCPY JAN 1 8 _ 000 ENqD RELOCATION fl6 ~[~T FOP, FABF ICATION --- EXISTING 30" LINE ', , .......... HANSON JOB ~73-146 -0.09° ' --- 30,, L-301 PIPE 0.0016i 86+56.56- 467.33- CLASS 150 CS464 1 30" BLrIT STRAP BS/LS D58 5.25 CLOSURE SECTION 5.25 86+51.31-PULL 0.21°Rt~ 467.34 CLASS 150 -0.09° B463 1 30" B303 HBS/BB D61 1.50 0.0016 /~ 1-CUT BEND 22.50° 1.50 22.50°Rt CPI= 86+49.81- O. 02°Up 467.34- 22.50°C~ 1.25 0.00201 1.25 86+48.56 -PULL 0.25°Rt~ 467.34 ~; ~18 w/ 8" EFLG Tang, LT OUT= 86+44.40 w/ 8" X 3" RED. FLG. w/ (D & T FOR 3" FLG.) w/ 8" FIX}. INSL KIT CLASS 150 -0.11oi BX462 1 30', B303 H]3S/~B D23 9.41 0.0020I SHORT 9.41 86+39.15- 467.36- ~ ~17 CONT'D FROM 76 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCEI PTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELDED AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 77 ADDITION~ MATERIAL REQUIRED ~q;~'~'~'~'~' Ci "il"%' CONT'D ~ - 2 3o, B-3o3 Join m~NEss 3B JAN 1 8 2100 JH20 ASSEMBLY NOT FOR FABRIt ;ATION HYO~O TEST SEOUENCE 95+01.97- 465.64 JH19~ CLASS 150 468 1 30" B303 IBB/HBS D26 32.00 ~ SPC 32.00 94+69.97- 465.70 CLASS 150 BX467 1 30" B303 BB/BS D24 11.94 SHORT 11.94 94+58.03 465.72 C~S 150 -0.11° B466 1 30" B303 BB/BS D52 1.25 0.0019 1-C]3T BE~ID 20.00° 1.25 20.00°Rt CPI= 94+56.78- 0.04oU~ 465.72 20.00°Cb -0.14° 1.50 0. 0025 1.50 94+55.28- 465.72 C$465 1 30" BIJ'IW STRAP ~/BS DS7 5.25 ~S~ SE~ION 5.25 94+50.03- 465.74 --- ~ISTI~ 30" LINE -0.14° .......... ~SON JOB ~73-146 0.0025 --- 30. L-301 PIPE B~IN ~TION ~7 PIECE DET SPL I~ DEFLEXION S~PE ~ DES~I ~ION STATION EL~ NO. S~ HPL (Ft) DATA T~G~ (Ft) N~E: D~ JOINS I~I~TE FIE~ WE~ ~ PER SHE~ 3A. N~E: ~ UP M ~ ~NS~U~ION D~: JST ~SON Concrete Pr~ucts, Inc. ~K BY: R~VIEW CCPY JAN 1 8 000 80 ~]OT FOR FABR CATION 96+31.78- PULL 0.77°UD 462.09 ,-~J PRVC= 96+00.00 CLASS 150 -2.19° 473 1 30" B303 BS/BB 32.00 0.0382 S/I) 31.98 95+99.80- -PULL 0.01°Dr~ 463.31 CL;3,~ S 150 -2.18o 472 1 30" B303 BS/BB 32.00 0.0380 STD 31.98 95+67.83- -PULL 0.78°Dh- 464.52 , -- VPI= 95+50.00 (2.46°Dn) (465.54) CI2%SS 150 1.40° 471 1 30" B303 BS/BB 32.00 0.0244 STD 31.99 95+35.84- PLH~L 0.83ODr~ 465.31 CI2%S S 150 -0.57° ; 470 1 30" B303 BS/BB 32.00 0.0100 STD 32. O0 95+03.84- .PLU~L 0.44ODr~ 465.63 Ci~%S S 150 -0.13° B469 1 30" B303 HBB/BB D53 1.75 0,0023 2-CUT BENq~) 26.46° 1.75 EQU= 26.46°Lt HPI=95+02.09 ~ 0.02°Dh- 465.63 95+05.00 Bk 26.46°Cb BVC= 95+05.00 i 3.03 0.0019 3.03 I 95+01.97- 465.64 ~, 0}I19 CONT'D FROM 78 PIECE DET SPL INV DEFLECrION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD ;kS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DPelWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 79 REVIEW COPY JAN ! 8 2 l,llJ co ,n ON 81 ~0'[ I:OR FABRI~ ;Al'ION 98+87.86- PI..w~ 0.25~n- 460.33- L~, BVC= 98+75.00 J CLASS 150 -0-20° 481 1 30" B303 BS/BB 32.00 0.0034 STD 32. O0 I 98+55.86- PULL 0.02 °Dr~ 460.44~ ~, CLASS 150 -0'17° 480 1 30" B303 BS/BB 32.00 0.0030 / STD 32.00 98+23.86 460.54- , 479 CLASS 150 -0.17° 478 3 30" B303 BS/BB 96.00 0.0030 477 STD 96.00 97+27.86- 460.83- EVC= 97+00.00 C'g. uAS S 150 -0.18° 476 1 30" B303 BS/BB 32.02 0.0031 STD 32.02 96+95.84- -PULL 0.48°U~ 460.93- --, CLASS 150 -0.66° 475 1 30" B303 BS/BB 32.03 0.0115 STD 32.03 96+63 . 8(~ -PULL 0.77°Ul~ 461.29- --, VPI= 96+50.00 (2.39°Up) (461.06) CLASS 150 -1.42° 474 1 30" B303 BS/BB 32.03 0.0248 STD 32.02 96+31.78~ 'PULL 0.77°b~ 462.09- CONT'D FROM 79 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV pLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 80 R~.V:EW COPY JA~ 1 8 ~DO0 c~,D ON 8~ HOT FOR FABI~ ;ATION 103+03. VD -PULL 0.16°Rt- 452.83- CLASS 150 494 1 30" B303 BS/BB 32.00 STD 31.99 102+71.79 453.45 493 CLASS 150 THRU 8 30" B303 BS/BB 256.00 486 STD 255.95 100+15.84 458.46 CLASS 150 -1.12o 485 1 30" B303 BS/BB 32.00 0.0195 STD 31.99 99+83.85 PULL 0.08°Drr 459.08- EVC= 99+75.00 CLASS 150 -1.04° 484 1 30" B303 BS/BB 32.00 0.0181 STD 31.99 99+51.85. -PULL 0.29°I~ 459.66- VPI= 99+25.00 (0.95°Dh) (460.23) CLASS 150 -0.75° 483 1 30" B303 BS/BB 32.00 0.0131 STD 32.00 99+19.85. -PULL 0.30ODn- 460.08- CLASS 150 -0.44° 482 1 30" B303 BS/BB 32.00 0.0078 STD 32.00 98+87.86. -PULL 0.25ODr~ 460.33- CONT'D FROM 80 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE:READ UP M CO CONSTRUCrlON DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 81 R::-V]EW CC, PY JAN 1 8 2!100 cO ,D 83 ~T EOB I:ABB~( ATION 105+27.86 -PULL O. 13°Up 448.48 BVC= 105+00.00 CLASS 150 -1.07° 501 1 30" B303 13S/BB 32.00 0.0187 STD 32.00 104+95.87 ~PULL 0.05°Up 449.08 CLASS 150 -1.12° 500 1 30" B303 BS/BB 32.001 0.0195 STD 31.99 104+63.88 449.70 \--? 499 CLASS 150 498 3 30" B303 BS/BB 96.00 497 STD 95.98 103+67.89 451.58. CLASS 150 496 1 30" B303 BS/BB 32.00 STD 31.99 103+35.90 FPULL 0.02°Rt 452.2(} EQU= 103+07.28 Ah 103+07.16 Bk HPI= 103+07.16 (0.18°Rt) CLASS 150 -1.12° 495 1 30" B303 BS/BB 32.00 0.0195 STD 31.99 103+03.79 LPULL 0.16°Rt 452.83. CONT'D FROM 81 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ LIP NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS ] PROOECT: 98-90B ] SHEET: 82 RF. VIEW CCPY JAN ! 8 2100 co~,D ON 84 HOT FOI~ FABRtt ;ATION 107+30.01- 445.83 CLASS 150 508 1 30" B303 BS/BB 32.00 STD 32.00 106+98.01- 446.22 CLASS 150 BX507 1 30" B303 BS/BB D19 10.16 SHORT 10.1 ( 106+87.85- 446.34. C~ASS 150 _0.70° 506 2 30" B303 BS/BB 64.00 0.0122 505 STD 64.00 106+23. 854 447.12~ EVC= 106+00.00I CLASS 150 -0.70° 504 1 30" B303 BS/BB 32.00 0.0123 STD 32.00 105+91.86 PULL 0.10°Up 447.51- CLASS 150 -0.80° 503 1 30" B303 BS/BB 32.00 0.014{ STD 32.00 105+59.86 -PULL 0.13°Up 447 . 96- IVPI= 105+50.00 (0.42°Up) (448.02) CLASS 150 -0.94° 502 1 30" B303 BS/BB 32.00 0.0164 STD 32.00 105+27.86 -pULL 0.13ou~ 448.48- CONT'D FROM 82 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE: READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B I SHEET: 83 I I RE. VIEW COPy JAN 1 8 2000 ~,D ON 85 NOT FOR FAE RICATION 108+04.31- 444.72- CLASS 150 , BX512 1 30" B303 BS/BB D19 5.00 SHORT 5.00 CLASS 150 ~ , 511 1 30" B303 HBS/BB D26 32.00 SPC 32.00 107+67.32- 445'354 JH20 ~l JH20 CLASS 150 -0.97° B510 1 30" B303 BS/HBB D54 4.07 0. 0170 1-CUT BEND 22.50° 4.07 22.50°Lt S[QUENCE CPI= 107+63.25- 0.28°DI~ 445.42: 22.50°Cb -0.70° 1.24 0.0122 107+62.00- 445. 444 , CLASS 150 -0.70° 509 1 30" B303 BS/BB 32.00 0.0122 STD 32.00 107+30.01- 445 CONT'D FROM 83 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CHK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS J PROJECT: 98-90B J SHEET: 84 COPY JAN .i. 2000 NOT FOP, R CA'rl0N ~ 'IHIS PROQEC'Z' ~ REI/OCATION ~6 --- EXISTING 30" LINE .......... HANSON JOB ~73-146 -1.78° --- 30" L-301 PIPE 0.0310 108+06.75 444.49 CLASS 150 CS514 1 30" BUTT STRAP D58 5.25 CLOSURE SECTION BS/LS 5.25 LJ 108+01.50 444.65- CLASS 150 -1.78o B513 1 30" B303 BS/BB D55 1.50 0.0310 1-CUT BEND 22.51° 1.501 EQU= 22.50°Rt CPI108+00.00 Ah 0.80°Dn 444. 108+05.56 Bk 22.51°C~ -0.97° 1.25 0.0170 1.25 108+04.31 444.72- CONT'D FROM 84 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: DARKENED JOINTS INDICATE FIELD WELD AS PER SHEET 3A. NOTE:READ UP M CO CONSTRUCTION DRAWN: JST HANSON Concrete Products, Inc. CRK BY: NO. BY DATE REVISION DATE: 1-16-00 COPPELL, TEXAS I PROJECT: 98-90B ] SHEET: 85 I I