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ST0701-SP090902(8/30/2011) Keith Marvin -Fwd: shop drawing for Southwestern Blvd Page 1 From: Keith Marvin To: Dutt, Ted; Hollowell, Glenn; Odell, Richard CC: Griffin, Ken Date: 9/2/2009 1:57 PM Subject: Fwd: shop drawing for Southwestern Blvd Attachments: Submittal #23.pdf This is the submittal) for the 24" water on Southwestern. Let me know what you think. Keith >>> "Rodriguez, Jorge" < jrodriguez @halff.com 9/2/2009 1:53 PM >>> Keith I attach submittal No.23 for RCCP water pipe and fittings. Please let me know if you have any comments. Thanks Jorge Rodriguez, P.E. Project Manager HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214- 346 -6203 Fax 214- 739 -0095 www.halff.com L. H. LACY COMPANY, Ltd. P.O. Box 541297 Dallas, TX 75354 -1297 Ph : (214)357 -0146 I .. j Submittal Job: 5262 SWern Blvd (SCoppell- Beltline) DCM 11A; Blk E Coppell, TX Spec Section Title: Submittal Title: RCCP Water Pipe and Fittings Spec Section No: Submittal No: 23 Revision No: 0 Sent Date: 8/31/2009 L.H. LACY COMPANY LT Contractor: L. H. LACY COMPANY, Ltd. as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Checked for general compliance wit pl s specifications �a�3II09 Signs j re Date Haiff Associates " Jorge Rodriquez Architect's Stamp LFF ASSOCIATES, INC. ENGINEERS S SCIENTISTS REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 ,r r r r ■ r:�, Project LOCATION — COPPELL, TEXAS 0TYNER — COPPELL, TEXAS DESCRIPTION — SOUTHWESTER BLVD. IMPROVEMENTS 2951-.F. 24" B -303 PIPE CLASS 150 Directory HANSON CONTACTS FOR THIS PROJECT ARE Project Coordinator — WESLEY TURNER (972) 266 -7544 Sales — MONTY HARRUP (972) 262 -3600 Delivery -- TOM PAGE (972) 262 --1571 Field Services — NELS THOMSEN/ BILLE JURGERSON (972) 262 -3600 Engineer HALFF Contractor L.H.LACY CONTACT — TRAVIS FIESELER 214 - 217 -5238 e °e nine w as Hanson Pressure Pipe ,LIANUF2fCTURER OF'STEEL & CONCRETE PRESSURE PIPE REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 STANDARD ABBREVIATIONS ADAP - ADAPTOR HEB - HARNESSED E -301 BELL SLB - SCREEDED L -301 BELL ATT'D - ATTACHED HES - HARNESSED E--301 SPIGOT SLS - SCREEDED L -301 SPIGOT BS - 9 -303 BELL HH -- HAND HOLE SOL - SOCKOLET BC - BRUSH COAT HLB - HARNESSED L -301 BELL SPC - SPECIAL BEVL - BEVEL HLS - HARNESSED L -301 SPIGOT SPiG - SPIGOT BF - BLIND FLANGE HSS - HARNESSED B -303 BELL SL - SLOPE PIPE LENGTH BHC - BEGIN HORIZONTAL HBS - HARNESSED B -303 SPIGOT SRLB - SNAP RING L--301 BELL CURVE HP - HORIZONTAL PULL SRLB - SNAP RING L -301 SPIGOT BOP - BOTTOM OF PIPE HPI HORIZONTAL POINT SRBB - SNAP RING B -303 BELL BRPE - BACK -UP RING OF INTERSECTION SRBB - SNAP RING B -303 SPIGOT PLAIN END HL - HORIZONTAL PIPE LENGTH STD - STANDARD BS - B -303 SPIGOT HT - HORIZONTAL TURN TAN - TANGENT BUR - BACK -UP RING END INV - INVERT TBS - TRIMMED B -303 SPIGOT BVC - BEGIN VERTICAL CURVE JHA JOINT HARNESS ASSEMBLY TES - TRIMMED E -301 SPIGOT B &P BEVEL & PULL LB - L -301 BELL TLS - TRIMMED L -301 SPIGOT CB - COMBINED LD - LAYING DIRECTION TO - THREADED OUTLET CCP - CONCRETE CYLINDER LS - L -301 SPIGOT TOP - TOP OF PIPE PIPE LT - LEFT TORF - THREADED OUTLET REDUCING CL - CLASS LWB - LAP WELD BELL FLANGE CP - COMBINED PULL LWS - LAP WELD SPIGOT VCPE -- VICTAULIC COUPLING PLAIN CPE - CYLINDER PLAIN END NIP - NIPPLE END CPI - COMBINED POINT OF MEB - MORTARED E -301 BELL VP - VERTICAL PULL INTERSECTION MES - MORTARED E -301 SPIGOT VPI - VERTICAL POINT OF CPPE - COUPLING PLAIN END MJB MECHANICAL JOINT BELL INTERSECTION CS - CARNEGIE SPIGOT MJPE -- MECHANICAL JOINT PLAIN VT - VERTICAL TURN CT - COMBINED TURN END WFPE - WALL FITTING PLAIN END DET - DETAIL MLB - MORTARED L -301 BELL WOL - WELDOLET DFT - DRY FILM THICKNESS MLS - MORTARED L -301 SPIGOT WPE -- WELDING PLAIN END DH — DISHED HEAD m8S — MORTARED B -303 BELL WSP — WELDED STEEL PIPE ON -- DOWN MPE — MORTARED PLAIN END D &T - DRILLED & TAPPED MSS - MORTARED B -303 SPIGOT ES -- E -301 BELL OAL - OVERALL LENGTH ECC - ECCENTRIC PCC POUND CURVE PROJECT SHEET INDEX E - CLASS "E" FLANGE - PLAIN END EHC - END HORIZONTAL CURVE PRC - POINT REVERSE' CURVE SHEET NO. DESCRIPTION ELEV -- ELEVATION PSB - EXPANDED BELL ES - E -301 SPIGOT PWES - PLANT WELD E -301 BELL 1 TITLE SHEET EVC - END VERTICAL CURVE PWES -- PLANT WELD E -301 SPIGOT EXT - EXTRA PWLB - PLANT WELD L -301 BELL 2 ABBREVIATIONS & INDEX SHEET FSO - FLANGE BLOW -OFF PWLS - PLANT WELD L -301 SPIGOT OUTLET PWBB - PLANT WELD B -303 BELL FIK - FLANGE INSULATION KIT PWBS - PLANT WELD B -303 SPIGOT 2A ORIENTATION SHEET FLG - CLASS "D" FLANGE QTY - RF - QUANTITY REDUCING FLANGE 3 -3 GENERAL INFORMATION FO - FLANGE OUTLET FOB -- FLAT ON BOTTOM 4 PIPE DESIGN FORF - FLANGE OUTLET SCRD - SCREED 5 - 8 LAYOUT REDUCING FLANGE SFBF - SMOOTH FLOW BLIND FLANGE F -- FLAT ON TOP SH7 - SBB - SHEET SGREEDEO B -303 BELL D1 - D10 SPECIAL PIPE & FITTINGS T Gi �T FEET - GASKET SBS - SCREEDED B -303 SPIGOT D FLANGE SCHEDULE D 11 ADDITIONAL MATERIAL DR. D'4 WIT I ABBREVIATIONS I & INDEX COPPELL TEXAS Hanson Pressure Pipe CHECKED: rr77 m. ND.09 --0271 B SHEV 2 REVISIDN DATE: 8 — -O9 No. 8Y OATE REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 A N IXIMING 24' 8 -303 BETHEL RD ' BELTLINE RD 24" 8 -303 � � � f I w SOUTHWESTER BLVD 65 � GA7 WAY NORTH LAKE; PROJECT LOCATION c z J . W m 65 DR. 9Y: WIT ORIENTATION COPPELL TEXAS Hanson Pressure Pipe DNEDkeD: Dwa ND. 09 -0271 B sweu 2A DATE B"28— 9 No. BY OA'fE REVISION REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 PROTECTIVE COATING APPLIED IN THE FIELD WRAPPER: SEE STANDARD WIDTH OF WRAPPER TO BE RUBBER GASKET JOINT THREADED 9" FOR 36 PIPE AND LARGER, DETAIL, PROTECTIVE COATING STEEL STRAP THROUGH HEM R WRAPPER, rSEE 7" FOR 33" AND SMALLER, APPLIED IN FIELD. DRAWN TIGHT AND WRAPP R, UNLESS OTHERWISE SPECIFIED. SEE NOTE "A ", ADDITIONAL MATERIAL SHEET, CEMENT MORTAR, MIXED TO A CONSISTENCY of THICK CREAM, TO BE POURED IN FIELD. SEE NOTES "A" & "B" JOINT AND GASKET SHALL BE LUBRICATED WITH A SUITABLE VEGETABLE COMPOUND SOAP PRIOR TO ENGAGEMENT. GLAND AND BOLTS SUPPLIED BY OTHERS. SEE NOTE "B" WELDED WIRE MESH: CEMENT MORTAR PLACED IN FIELD. FLANGE CONNECTIONS FOR AIR VALVES, ACCESS MANHOLES, FLANGED GATE VALVES, ETC, SEE NOTE .. WRAPPER, SEE STANDARD RUBBER GASKET JOINT DETAIL MECHANICAL JOINT CONNECTIONS FOR VALVES AND OTHER TYPES OF PIPE. ABOVE ALSO APPLICABLE TO CAULKED JOINTS AND FLEXIBLE COUPLING CONNECTIONS, STANDARD RUBBER GASKET JOINT NOTE "B APPLICABLE TO ALL TYPES OF PRESSURE PIPE MANUFACTURED BY HANSON, NOTE "n „ ANY SURFACE RECEIVING A CEMENT MORTAR COATING SHALL BE TFIOROUGHLY CLEANED AND DVIDE i" MINIMUM THICKNESS CONCRETE OR MORTAR COATING IN THE FIELD FOR THE WETTED WITH WATER JUST PRIOR TO PLACING THE CEMENT MORTAR COATING. AFTER P F RTA CAULKED JOINTS, LD F OR PLACEMENT, CARE SHALL BE TAKEN TO PREVENT CEMENT MORTAR COATING FROM DRYING OUT PROTECTION OF ALL EXPOSED STEEL SUCH AS R ONE PART TOO RAPIDLY BY COVERING WITH DAMP EARTH OR BURLAP. SOME SHRINKAGE CRACKING MAY OUTLETS, CLOSURES, ETC. THE CEMENT MORTAR USED SHALL CONSIST S, OCCUR; SHRINKAGE CRACKS LESS THAN C 1 /B" MORTAR IN OTHERWISE SHALL JOINT MORTAR ARE PORTLAND CEMENT TO TWO AND ONE —HALF PARTS OF FINE, SHARP (PLASTER) SAND. GENERALLY CONSIDERED ACCEPTABLE. CEMENT MORTAR COATING SHALL NOT BE ALLOWED TO WHERE SHOWN, COATING IS TO BE REINFORCED WITH WIRE MESH. FREE "LE. SEE NOTE "D" i PLAN VIEW THRUST BLOCK NOTE "D" THRUST BLOCK SHOULD NOT LIMIT THE FLEXI- BILITY OF THE JOINTS, 711RUST 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. I f Al P . 0 IN SEE I I NOTE I— --I N C E f __ CONCRETE CRADLE, ENCASEMENT, OR STRUCTURE WALL CONNECT NOTE "C" IN ORDER TO PROVIDE FLEXIBILITY 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 FLEX18LF. JOINT SHALL BE WITHIN ONE PIPE DIAMETER OR S' OF A RIGID SUPPORT, WHICHEVER IS LESS, FOR LARGER PIPE. GENERAL FIELD INFORMATION Hanson Pressur Pipe SUBJECT TO OWNER'S AND /OR CONSULTING ENGR'S SPECIFICATIONS A ND /OR APPROVAL lowc.. reo. 09-027B SHEEP 3 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 z 5/16'V 1/2" 0 BAR 1 1/2" 1" TYPICA BELL DETAIL FOR JOINT HARNESS 4" l 5/16'V 3/16" X 1 1/2" 3/4 "0 BAR BAR STOCK —1/2 --1/2 '— "Y" = BAR O.C. IN REO'D FOR 48" L -301) 3 1/4" 1" "Z" = O.C. OF co THE SPIGOT AT ° THE CYLINDER cq ° I r 1 I z ° N 1 i d MC 4 X 133 W /'FLANGE CUT TO 1 1/8 WIDTH DOUBLE- "WELDED SPIGOTS REO'D. FOR #10 GA OR THICKER CYLINDERS. ( INDICATED BY AN I.W. DESIGNATION) 3 -2" .0 HOLES TYPICAL SPIGOT DETAIL EACH PIECE (FOR JOINT MORTAR) FOR JOINT HARNESS 1 1/2" ASSURE FULL CONTACT BETWEEN 9/16" 3/4" X 4" BOLT BELL BAR FACE & HARNESS FLANGE W/ NUT PRIOR TO MORTARING JOINT. ETHAFQAM JOINT WRAPPER REQUIRED ` .. 7/8„ HOLE 7 v 'e4z 1 1 /2" X 1" X 4" "x" (tYP•) 1 w 4 "X" t (YP.) ASSEMBLED JOINT DETAIL NOTES: HARNESS JOINT ASSEMBLY HAS BEEN W /JOINT HARNESS DESIGNED TO PROVIDE 3/4" JOINT FLEXIBLITY DURING INSTALLATION_ 18" WIDE EfHAFOAM JOINT WRAPPER REQUIRED FOR EACH HARNESSED JOINT. SEE ADDITIONAL MATERIAL SHEET SETS REQ'D JOINT SIZE & TYPE HARNESS O.D., D.H. O.C. HARNESS EACH PIECE xn TAPED O.C. "Y" TAPED O.C. "Z" 2 24" B -303 28 8" 45" 11 1/4 88 27/32" 82 1 8" DR. B'' wl B -303 & L -301 JOINT HARNESS I Honson Hressure Ipe ` HEGKE ' . COPPELL, TEXAS owo. uo. 09 -02716 SHEET 3A _ _ REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 B--303 RAR- WRAPPED CONCRETE CYLINDER PIPE ) 32' -3 1/4" OVERALL LENGTH OF STANDARD PIPE MANUFACTURING 32' -0" NOMINAL LAYING LENGTH OF STANDARD PIPE 3 t /4" NOM. LAP STEEL "H" MIN. MECHANICALLY CEMENT MORTAR DATA COMPLETE COIL PARALLEL CYLINDER IMPACTED MORTAR POURED IN FIELD ALLOWABLE DEPTH OF COVER BED. TYPE TOTAL As PER LINER FOOT SO. IN. TO END OF PIPE COATING 3 3/4" MIN. - 4" MAX. "T" MIN. BELL RING THICK, 5 SPIRALLY WOUND INSIDE JOINT SPACE "F" COATING HOLD BACK APPROXIMATE WEIGHT OF STD, PIPE —LBS, 0,0. OF CYLINDER "g° GAGE OR THICKNESS "T " REE EINFORCEMENT S TABLE BELOW 3/4" MIN, �D� "T" MIN. M. TEST PRES. —PSI fs= 27,000 As PER LINEAR FT. SQ. IN. u� COILS PER LINEAR FOOT WIRE SPACING "p" ANGLE, DEGREES OFFSET, FT —IN 24" 150 29' 150T 1.28 2S 3/4" 14 GA 48" 0.90 158 0.38 1 4" 7,82 ©° C5 LI K 3 16 1" 29" 1/2" m 3 i /2 "(tl /8') FOR 21" k SMALLER 6291 Uj COMPLETE COIL PARALLEL NOMINAL INSIDE z I- a 3 3 /4'(ii /fi ') FOR 24' k LARGER Uj TO END OF PIPE / JOINT SPACE "F" O z CENTRIFUGAL ¢ - MORTAR LINING a ¢ _°� SIZED SPIGOT RING J// ° w CEMENT MORTAR PLACED IN FIELD "o CARNEGIE SHAPE o ° M3516 X 4-1/2" 21/32" SYNTHETIC o ci - RUBBER GASKET ASSEMBLED JOINT SECTION B--303 RAR- WRAPPED CONCRETE CYLINDER PIPE ) DR. BY: WIT F3 -303 PIPE DESIGN CHECKED: COPPELL, TEXAS DATE: 8 -28 -09 Hanson Pressure Pipe DW ND, 09 -027 B SHEET 4 MANUFACTURING DATA INSTALLATION DATA I'D. OF PIPE DESIGN PRESSURE OR CLASS PSI ALLOWABLE DEPTH OF COVER BED. TYPE TOTAL As PER LINER FOOT SO. IN. STEEL CYLINDER SPIRALLY WOUND REINFORCEMENT I I.D. OF JOINT RING „ BELL RING THICK, COATING THICK. H' NOM. O.D, OF PIPE AT BELL "J" INSIDE JOINT SPACE "F" MAXIMUM DEFLECTION OF STANDARD JOINT APPROXIMATE WEIGHT OF STD, PIPE —LBS, 0,0. OF CYLINDER "g° GAGE OR THICKNESS "T " OIL OR SHEET WIDTH As PER LINEAR FT SO. IN. M. TEST PRES. —PSI fs= 27,000 As PER LINEAR FT. SQ. IN. ROD CIA, COILS PER LINEAR FOOT WIRE SPACING "p" ANGLE, DEGREES OFFSET, FT —IN 24" 150 29' 150T 1.28 2S 3/4" 14 GA 48" 0.90 158 0.38 1 4" 7,82 1.54" 26 1 4" 3 16 1" 29" 1/2" 1,63' 0' -11" 6291 DR. BY: WIT F3 -303 PIPE DESIGN CHECKED: COPPELL, TEXAS DATE: 8 -28 -09 Hanson Pressure Pipe DW ND, 09 -027 B SHEET 4 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 ADDITIONAL MATERIAL CONT'D ON 6 24" B303 J.H. ASSEMBLY JHl 1 TP1 1 24" TEST PLUG HBS W /2" T.O. p(p 0+93.20 503.70 CLASS 150 --29' 5 1 24" B303 BS /BB 32.00 STD 32.00 0 +61.20 503.80 CLASS 150 -29' 4 1 24" B303 BS /BB 32.00 STD 32.00 0+29.2 503.90-- TEST CONFIG, CLASS 150 -29' BX3 1 24" 8303 HBB /BB ( Bi011RU5T SPC 23.20 W /REACTION RING 0 +06.00 503.97 _, �. rra I CLASS 150 -29' JHI :10 A2 1 24" ADAPTOR CPE /FIBS D3 3.00 c o W /EXTRA CYLINDER 3.00"'i� W /BUTT STRAP (BS2A) 0+03.00 503.98 B52A t CLASS 150 -29' -0.180 0.0031 B1 1 24" B30 °Lt CUT BEND 26,20 04- 0 4' 3.00 26.20 3H PIT 0 +00.00 -- 0.15 503.99 W /BUTT STRAP (BS1A) 26.20°Cb W/4 -6" HAND HOLES -0.020 3.00 0.0004 BS1A 3.00 -0 +03.00 -0.02° 503.9 I CONNECT TO EXISTING 0.0004 CONNECT ' 24" B303 PIPE TO EXIST PIPE W /BS1A PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: SEE GENERAL INFORMATION SHEETS FOR NOTE-.READ UP FIELD INSTALLATION INSTRUCTIONS DRAWN: WIT Hanson Pressure Pipe CHK BY: DATE: 5 -26 -09 N0. BX DATE REVISION COPPELL TEXAS PROTECT: 09 -02718 SHEET: 5 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 CONT'D ON 7 1 +96.41 500.83 CLASS 150 -29' 10 1 24" B303 BS /BB 32.00 STD 32.00 1 +64.41 500.83 CLASS 150 -29' 9 1 24" B303 BS /BB 32.00 STD 32.00 1 +32.41- 500.84 B8 1 CLASS 150 -29' 24" B303 BS /13B 2 -CUT BEND 44.58° A 2.41 2.41 VPI= 1 +30.00 44.58 °U -0.010 0.0002 - 44.59° 500.84 32TONS ° THRUST 1.97 0.9857 1.40 1 +28.60- 502.22 B7 1 CLASS 150 --29' 24" B303 BS /BB 2 -CUT BEND 44.410 DS 1.97 1.40 VPI= 1 +27.20 44.41°Dn - 44.590 0.9857 -0.18 0 503.60 3P�S THRUST 2.00 0.0031 2.00 1 +25.20 503.61 6 1 CLASS 150 -29' 24-" 13303 BS /BB 32.00 -0.180 0.0031 STD 32.00 0 +93.2 503.70 CONT'D FROM 5 PIECE NO, QTY DESCRIPTION DET SHT SPL HPL INV STATION (Ft) DEFLECTION DATA SLOPE TANGENT INV ELEV (Ft) PLAN READ UP NOTE: SEE GENERAL INFORMATION SHEETS FOR NOTE-.READ UP FIELD INSTALLATION INSTRUCTIONS DRAWN: WIT Hanson Pressure Pipe CIEIC BY: DATE: 8- 26-09 NO. BY DATE REVISION COPPELL TEXAS PROJECT: 09-0271E SHEET: 6 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 CONI D ON 8 ADDITIONAL MATERIAL J142 1 cn r OD 24" B303 J.H. ASSEMBLY a- oc JH2 � 7- i7P2 T22 1 24" TEST PLUT HBS W /2" T.O. 010 2 +85.40 503.12 BOCK FOR CLASS 150 - 29' THRUST BX15 1 BS /HBB �� W�REACTION RING 18.97 rssr CONFIG. 2+66.43 503,17-- CLASS 150 -29' 14 1 24" 8303 BS /BB 32.00 STD 32.00 2 +34.43 - 503.27 CLASS 150 -29' -0.17° 0.0029 B13 1 24" B303 BS /BB 41.35 U 1.62 1.62 32TON5 2 -CUT BEND VP2= 2+32.84 41.35°Dn 503.27 THRUST 41.190 1 . 86 0.8750 1.40 2 +31.40 502.04 - CLASS 150 -29' 41.19° 0.8750 B12 1 24" B303 BS /BB 1.86 2 -CUT BEND 41.20 1.40 VPI= 2+30.00 -- 41.20° 500.82 32TONS THRUST -0.01° 1.59 0.0002 1.5s 2 +26.41 500.82 CLASS 150 -29' -01010 0.0002 11 1 24" B203 13S /BB 32.04 STD 32.00 1+96.41 500.83 CONT'D FROM 6 PIECE DET SPL INV DEFLECTION SLOPE INV QTY DESCRIPTION SHT HPL STATION (Ft) DATA TANGENT EL EV (Ft) PLAN READ UP NO. NOTE: SEE GENERAL INFORMATION SHEETS FOR DRAWN: CHK DATE: NOTE: PLEAD WIT BY: 8 -26 UP -09 FIELD Hanson INS'T'ALLATION Pressure INSTRUCTIONS Pipe NOJBY DATE REVISION COPPELL TEXAS PROJECT: 09 -42716 SHEET: 7 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 1.15° �.a CONNECT CONNECT TO EXISTING 0.0200 TO EXIST 24" B303 PIPE PIPE W /BS17A - 2+94.42 503.16 i CLASS 150 -29' 1 BS17A�� B17 1 24" B303 CPE /CPE 3.02 0.0200 2 -CUT BEND 40.52 3.02 PI= 2+91.4 40.50 °Lt 1.31 °U 503.10 82 N5 W /BUTT STRAP (BS17A) 40.52° �HA W/4 -6" HAND HOLES -0.170 t 3.00 0.0029 3.00 2 +88.40 503.11 8 CLASS 150 -29' -0.17° A16 1 24" ADAPTOR HBS /CPE n3 3.00 0.0029 W /EXTRA CYLINDER 3.00 W /BUTT STRAP (BS16A) 2+85.40 503.12 CONT'D FROM 7 PIECE DET SPL INV DEFLECTION SLOPE INV QT'Y' DESCRIPTION STATION ELEV PLAN NO. SHT HPL (Ft) DATA TANGENT (Ft) READ UP NOTE: SEE GENERAL INFORMATION SHEETS FOR NOTE .-READ UP FIELD INSTALLATION INSTRUCTIONS DRAWN: WIT Hanson Pressure Pipe CHK BY: DATE: 8 -26 -09 NO. BY DATE REVISION COPPELL TEXAS PROJECT: 09-0271B SHEET: 8 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 PC NO LL A REM. LENGTH BX3QQ 23.20 (D W/ HARNESSED BELL & W /PB 9.45 Q W/ REACTION RING A 7/4 "R x 24" 4'_0, WRAPPER I.D. =25 7/8" J J z m z w af S /8" x 3" RING I.D. = 26" 24 B -303 O.D. = 32 SHORT PIPE ARRANGEMENT (CLASS 150 --29') pR. M WIT SPECIALS COPPELL TEXAS Hanson Pressu Pip CHECKED: pW0�N0, OJ""D�Z7�B .HEFT D1� R SION DATE: 8 - 26 — D9 No. BY DATE PC NO LL A REM. LENGTH BX3QQ 23.20 22' 9 7/8" 9.45 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 PC NO LL A QQ W/ HARNESSED BELL & W /B- SPIGOT BX 15 Q1 Q 18.97 1 S' 1 1 1 /8" +22 W/ REACTION RING A 5 ' -0 „ 1/4 "Q x 24" 4' -O" WRAPPER I.D. =25 7/8" � Uj m 2 2 z � 5/8" x 3" RING I.D. = 26" 24" B -303 0,D. = 32" SHORT PIPE ARRANGEMENT (CLASS 150 --29') _j aR. BY: WIT S PECIALS COPPELL TEXAS Hanson Pressure Pipe CHECKED' Dwa. No.09- -02716 stieEf D2 No. BY OATS REVISION m E: 8 -26 -09 PC NO LL A REM. LENGTH BX 15 Q1 Q 18.97 1 S' 1 1 1 /8" 13.34 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 63 1/4" 58" 5)/4 30" _ a I Lo I N co cm M I n I CN CV A2 &A16 24" C.P.E. x 24" HARN B— SPIGOT — ADAPTOR w /EXTRA CYLINDER (2— REQUIRED ) PROTECTIVE COATING 122" APPLIED IN FIELD FIELD WELD r FIELD WELD 3 /16 "I'L x 12" SPLIT BUTT STRAP ID =25 7/8" BS2 & BS1 INSTALLATION DETAIL (2— REQUIRED) DR. sic WIT FITTINGS Hanson Pressure Pipe CHECKED' COPPELL TEXAS No. BY DATE REVISION UATE:8 -27 -09 om ND. 09 ^0271 B SHEET 03 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 Q (D O W/4 -6" HAND HOLES� O 6" COU P L ING w /PLUG SPACE O l ff PC. N0. B1 ID= 24" OD CYL= 25 3/4" ANGLE= 26.20' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 6.98" PLATE = 3/16" CUT ANGLE= 6.550' OVERALL CAN LENGTH= 71 13/16" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL= 3.00' LL= 3.00' AROUND CIR. CUT1 CUT2 X= 29.02" Y= 29.02" 1) 0" 33 15/16" 37 7/8" BEVEL= BEVEL= 2) 20 1/4" 32 7/16" 39 3/8" JOINT TYPE: CYL PLAIN END JOINT TYPE: CYL PLAIN END 3) 40 7/16" 31 " 40 13/16" LENGTH= 0" LENGTH= 0" BACKUP RING: BACKUP RING: RING ID= RING ID= RING OD= RING OD= CHECK LENGTH= 36" CHECK LENGTH= 35" oR. WIT F17INGS COPPELL TEXAS Hanson Pressure Pipe CHECKED: own, No.09 -0271 B l vw D4 REVISION DATE• 8 - - No. EiY GATE REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 TOP q / 1lb PC. NO. B7 ID= 24" OD CYL= 25 3/4" ANGLE= 44.41' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 12.25" PLATE= 3/16" CUT ANGLE= 11.103' OVERALL CAN LENGTH= 41 11/16" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL= 2.00' LL= 1,97' AROUND CIR. CUTI CUT2 X= 11.25" Y= 6.89" 1) 0" 19 11/16" 26 3/8" BEVEL= BEVEL= 2) 20 1/4" 17 1/8" 28 15/16" JOINT TYPE: B--303 SPIG JOINT TYPE: 8--303 BELL 3) 40 7/16" 14 5/8" 31 7/16" LENGTH= 3 3/4" LENGTH= 4 1/2" BACKUP RING: BACKUP RING: RING ID= RING ID= RING OD= RING OD= CHECK LENGTH= 27 1/4" CHECK LENGTH= 23 5/6" DR. BY: WIT FITTINGS COPPELL TEXAS Hanson Pressure Pipe r".. DWq� NO.O9 - OZ716 SHEET D EiY DATE REVISION B- -26 -D9 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 TOP �� \ I \ I I I PC. N0. 88 ID= 24" OD CYL= 25 3/4" ANGLE= 44.58' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 12.30" PLATE= 3/16" CUT ANGLE= 11.144' OVERALL CAN LENGTH= 46 5/8" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA, CUT LL= 1.97' LL= 2.41' AROUND CIR. CUT1 CUT2 X= 10.84" Y= 12.12" 1) 0" 19 5/16" 26 1/16" BEVEL= BEVEL= 2) 20 1/4" 16 3/4" 28 9/16" JOINT TYPE: 8--303 SPIG JOINT TYPE: 8 -303 BELL 3) 40 7/16" 14 3/16" 31 1 /8" LENGTH= 3 3/4" LENGTH= 4 1/2" BACKUP RING: BACKUP RING: RING ID= RING ID= RING OD= RING OD= CHECK LENGTH= 26 7/8" CHECK LENGTH= 28 15/16" UR. ef: WIT I FITTINGS COPPELL TEXAS Hanson Pressure Pipe cHECKCO' == GWC. NC. D9-0271 B SHEEP D6 No BY DAT REVISION DATE• F;—?5- REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 TOP _s PC. NO. 612 ID= 24" OD CYL= 25 3/4" ANGLE= 41.20' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 11.28" PLATE= 3/16" CUT ANGLE= 10.299' OVERALL CAN LENGTH= 35 5/8" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL= 1.59' LL= 1,86' AROUND CIR. CUT7 CU_T_2 X= 7.30" Y= 6.54" 1) 0" 15 1/16" 21 5/16" BEVEL= BEVEL= 2) 20 1/4" 12 3/4" 23 5/8" JOINT TYPE: 8--303 SPIG JOINT TYPE: B -303 BELL 3) 40 7/16" 10 7/16" 26" 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 LENGTH= 22 5/16" os, DY: WIT FITTINGS COPPELL TEXAS Hanson Pressure Pipe DHEC "ED' nwo. No, 08 -0271 B D7 SHEET _._ j No. Y DATE R SION once $- 26°-D9 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 TOP rL 1 I I � i 11� PC. NO. B13 ID= 24" OD CYL= 25 3/4" ANGLE= 41.35' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 11.32" PLATE= 3/16" CUT ANGLE= 10.338" OVERALL CAN LENGTH= 36" LEG_1_ LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL= 1.86' LL= 1.62' AROUND CIR. Q CUT2 X= 10.50" Y= 3.62" 1) 0" 18 5/16" 24 9/16" BEVEL = BEVEL= 2) 20 1/4" 16" 26 15/16" JOINT TYPE: B -303 SPIG JOINT TYPE: B -303 BELL 3) 40 7/16" 13 5/8" 29 1/4" LENGTH= 3 3/4" LENGTH= 4 1/2" BACKUP RING: BACKUP RING: RING 1D= RING ID= RING OD= RING OD= CHECK LENGTH= 25 9/16" CHECK LENGTH= 19 7/16" DR. 6Y: WIT FITTINGS COPPELL TEXAS Hanson Pressure Pipe CHECKED: DwD. HD, 09 -0271 B I SHEE T D8 a T REvI ION DATE: S -ZE -O9 REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 r- (D 1 OD o W/4 -6" HAND HOLES � O 6" COUPL w /PLUG SPACE 0180' PC. NO. B17 ID= 24" OD CYL= 25 3/4" ANGLE= 40.52' FULL CUTS= 2 TYPE 3 RADIUS= 30.00" TANGENT= 11.07" PLATE= 3/16" CUT ANGLE= 10.130' OVERALL CAN LENGTH= 71 11/16" LEG1 LEG2 DISTANCE DISTANCE FROM END TO EA. CUT LL= 3.01' LL= 3.02' AROUND CIR. Cal -I T2 X= 25,05" Y= 29.17" 1) 0" 32 11/16" 38 13/16" BEVEL= BEVEL= 2) 20 1/4" 30 7/16" 41 1/8" JOINT TYPE: CYL PLAIN END JOINT TYPE: CYL PLAIN END 3) 40 7/16" 28 1/8" 43 7/16" LENGTH= 0" LENGTH= 0" BACKUP RING: BACKUP RING: RING ID= RING ID= RING OD= RING OD= CHECK LENGTH= 36 1/8" CHECK LENGTH= 36 1/4" DR. e~: wIT FITTINGS COPPELL TEXAS Hanson Pressure Pipe r... DWG. Nq, O9 ^OZ71 B SHEET D9 REVISION DATE: 8 -26 -09 BY DA REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 2" THD. OUT. (IRON THD.) 2 1/2" 3000# STL, HALF CPLG. 2 1/2" x 2" BRASS BUSHING 2" BRASS PLUG OMIT MORTAR' COATING & /� LINING 2 T.O. 1 /4" i£. DISHED HD. CR =100% KR =6% 3 /B ., S.F. =2' NO PAPER HANDLE 1- -REQ'D W/24" B -303 SPIG PREP FOR JHA TP 1 & TP2 ( CLASS 150) ( 2— REQIRED ) DISHED HEAD CAP & PLUG PC. N0, SIZE —TYPE DISHED HD. 0. D. CLASS REMARKS TP 1 & TP2 24" B -303 25 3/4" 150 w /2" T.O. w /HARN. SPIG OMIT MORTAR COATING & LINING 3 ,. O 16 —i 5" I-- HANDLE DETAIL DR. Dr: WII FITTINGS Hanson Pressure Pipe CHECKED: COPPELL, TEXAS DWD. NC. 09 027183 SHEET D10 lun_ AY DATE REVISION _ _ DATE: 8""'27 -0J REVIEW COPY NOT FOR FABRICATION AUGUST 28, 2009 0 0 0 r N c� CL T 0 QUANTITY WIDTH ADDITIONAL MATERIAL QUANTITY SIZE DESCRIPTION E -301 QUANTITY SIZE DESCRIPTION 1" 3000 STL. HALF CPLG. 1" x 3 BRASS BUSHING 7" 24" X 24" B -303 3 BRASS PLUG 24" X 24" BUTT STRAP 2 EA. 1 1 3000 STL. HALF CPLG. X 24" BUTT STRAP CLOSURE 2 EA. 18" 1 1 x 1" BRASS BUSHING 24" J.H.A.— E7}�IAF'OAM 1" BRASS PLUG STEEL ROD FOR WELDED JOINTS 2 EA. 2 1 3000 STL. HALF CPLG. 2 EA. 2 1 x 2" BRASS BUSHING 2 EA. 2" BRASS PLUG 2 EA O.D. D.H.= 25 3/4" 1/4" R DISHED HEAD (WP =150 PSI) S.F.= 2" NO PAPER JOINT WRAPPER SCHEDULE 1 25 JOINT LUBRICANT 8 EA, STEEL CPLG. W PLUG 3 8 "� MILD DR. By °WIT ADDITIONAL MATERIAL COPPELL TEXAS Hanson Pressure Pi e CHECKED: owo. No.09 -07,71 B SHEET D11 N.. BY OATS. REVISION DATE: B -27 -09 QUANTITY WIDTH PIPE SIZE TYPE OF PIPE REMARKS g -303 L -301 E -301 123 EA. 7" 24" X 24" B -303 2 EA, 1$" 24" X 24" BUTT STRAP 2 EA. 36" 24" X 24" BUTT STRAP CLOSURE 2 EA. 18" 24" X 24" J.H.A.— E7}�IAF'OAM 6" STEEL ROD FOR WELDED JOINTS QUANTITY WIDTH PIPE SIZE TYPE OF PIPE REMARKS g -303 L -301 E -301 123 EA. 7" 24" X 24" B -303 2 EA, 1$" 24" X 24" BUTT STRAP 2 EA. 36" 24" X 24" BUTT STRAP CLOSURE 2 EA. 18" 24" X 24" J.H.A.— E7}�IAF'OAM