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SS9901-MN040512 S.J. LOUIS CONSTRUCTION OF TEXAS LTD. 817/477-0320 Office · 817/477-0552 Fax South 6th Ave., P.O. Box 834 Equal Opportunity Employer / Contractor Texas 76063 May 12, 2004 Turner Collie & Braden, Inc. 17300 Dallas Parkway, Suite 1010 Dallas, Texas 75248 Attn: Re: Ted B. Sugg, P.E. Deforest Road Lift Station Improvements Force Main Lines A & B Project No. SS 99-01 Attached is Submittal Data for: SDR-26 PVC Heavy Wall Sewer Pipe Gate Valves D.I. Fittings Precast Manholes Manhole Ring & Cover - Casing Spacers JOB # I4ou,.. DATE LVW .. AHL ~, ~',.T.~o~ PJS ~ Combination Sewage Air Valve Misc. - Flange Bolt & Gasket Set, Megalugs, Detectable Tape These materials are proposed for use on the above referenced project. Please call me at 817-477-0320 if you have any questions, or require additional information Sincerely, S. J. LOUIS CONSTRUCTION OF TEXAS LTD., LLP Certification Statement: By this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data affecting this submittal and I have checked and coordinated this submittal with other applicable approved submittals and Contract requirements." CITY OF COPPELL DEFOREST ROAD LIFT STATION IMPROVEMENTS - LINE A & B Transmittal No./Submittal No. 008 Date 5/12/04 Consulting Engineer: Turner Collie & Braden Inc. Contractor: S.J. Louis Construction of Texas Ltd. Description of Item: See Table of Contents Manufacturer: Various - See Spec Sheets Supplier: National Waterworks Subcontractor (if applicable): N/A Exceptions to Contract Documents:(Yes) or (No) None If yes, list on separate sheet with reasons) Comments: S.J. Louis Construction of Texas P.O. Box 834 Mansfield, Texas 76063 Contractor has reviewed submittal and determined it to be in compliance with the contract documents CONTRACTOR'S REVIEW STAMP ENGINEER'S REVIEW STAMP S. J. LOUIS CONST. OF TEXAS, LTD~ LLP DEFOREST ROAD FORCE MAIN LINES A & B COPPELL, TEXAS TABLE OF CONTENTS I. PIPE - SDR-26 HEAVY WALL SklWER PIPE II. GATE VALVES III. D.I. FITTINGS IV. PRECAST MANHOLES V. MANHOLE RING & COVER VI. CASING SPACERS VII. COMBINATION SEWAGE AIR VALVE VIII. MISC. - FLANGE BOLT & GASKET SET, MEGALUGS, DETECTABLE TAPE I. PIPE-SDR-26 HEAVY WALL SEWER DIAMOND CORPORATION Mfg. Nominal *List Price Plant Size 13' 20' GLMN LN GLMN LN GLMN LN GLMN LN GLMN LN GLMN LN GN GN G G GM GM GM GM GM GM GM GM GM GM GMN GMN GM GM GM GM Gasketed PVC Sewer~Pipe Outside Min. Wall Diameter Thickness- 4~ 10" 10' 12" 12" 15" 4.215 ,120 69 21,528 4.215 .120 69 22,080 6.275 .180 24/32 9,360 6,275 .180 24/32 9,600 8.400 .240 18/24 5,148 8.400 .240 18/24 5,280 10.500 .300 12/15 3,159 10. 500 . 300 12/15 3,240 12. 500 .360 16 2,496 12.500 .360 16 2,560 15. 300 .437 6 1,404 15.300 .437 6 1,440 18" 21" 24" 27" 30"*** 36 .... 42 .... 48"* 18.701 .499 2/3/4/6 975 22.047 .588 4 624 24.803 .661 4 624 27.953 .745 3 351 32.000 .853 3 351 38.300 1.021 2 104 44.500 1.187 2 104 50.800 1.355 1 78 An 8" 10' 12" 15' 18" 4.215 .162 69 21,528 6.275 .241 24/32 9,360 8.400 .323 18/24 5,148 10.500 .404 12/15 3,159 12.500 .481 16 2,496 15.300 .588 6 1,404 18,701 .719 2/314/6 975 22,047 .848 4 624 24.803 .954 4 624 27.953 1.075 3 351 32.000 1.231 3 351 38.300 1.473 2 104 Minimum Pipe Stiffness SDR-35 PS-46 SDR-26 PS-115 *List Price includes a gasket and lubricant Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchases." Possession of this page or a price list does not constitute an offer to sell. **Transportation regulations and equipment utilized may reduce maximum footage per truckload. Manufacturing Plant G = Grand Island; L = Lubbock;M = Macon; and N = Golconda, Nevada ***CLOD Diamond solid-wall gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 (Annex) in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F67g. The pipe sizes 4 inches through 48 inches are made with an integral bell to utiiize the gasket for sealing which meets specifications defined in ASTM F477. Each male end shall be beveled to facilitate joining and reference marked for proper insertion depth. Diamond furnished lubricant is to used in the joining process. PVC Pipe Stiffness SDR E = 400,000 psi E = 500,000 psi 41 28 35 35 46 57 26 115 144 CHEMICAL RESISTANCE ASTM TEST 93.0% Sulfuric Acid, D 543 14 Days Flotation at 55 + or--2° C Change in Weight, % Change in Flex Strength, % ASTM Oil No. 3, 30 Day Immersion at 23° C Change in Weight, % --0.1 + 5.0 --25.0 to + 5.0 --1.0 to 1.0 D3034 Pipe Acceptable Materials 13364 or 12454 or 12364 Example of Properties PROPERTIES OF PVC 13364 Proper~ Specific Gravity Tensile Strength, psi Tensile Modulus, psi IZOD Impact Strength, ft., lb./in. ASTM Test D 792 D 638 D 638 D 256 Minimum 1.47' 6,000 440,000 .65 MAY--06--84 10:59 AM JC UTILIT¥~PWM 214~4~9105 P.02 Diamond ASTM D3034 & F679 PVC Sewer Pipe Approximate Bell Dimensions Size Socket O.D. Socket Depth 4 5] 10 3.250 6 7.372 5 250 8 9.873 5500 10 12.115 6 250 12 14.241 6.250 15 17.180 6 750 18 21,500 8.500 21 25.000 8.750 24 28.000 9.500 27 33.000 13.000 D30.~4 Pipe Dimensions & Wall Thickness Size O,D. SDR26 SDR35 4 4.215 .162 .120 6 6,275 .241 .180 8 8.400 .323 240 10 10500 .404 .300 12 12.500 .481 ]60 15 15.300 .588 .437 F67u & .:knnex Pipe Diameters & Thickness Size O.D. D~___~ ~PS46 18/'~ 18.701 .719 .499 22047 .848 .588 24 803 .954, .661 27 27.953 1.075 .745 30* 32.000 1.231 .853 36* 38.300 1.473 1.021 42* 44,500 1.712 1,187 48* 50,800 1.355 II)FN]'IFICATION Diamond PVC Sewer Pipe shall be marked at specil]ed intervals with the following data: 1 Diamond 2. Nominal Pipe Size 3. PVC Cell Classification 4. SDR 35 or SDR 26 or PS46 5. Sewer 6. ASTM D3034 or ASTM F679 or ASTM F679 Annex 7. Extrusion Code 6/00 *CLOD Diamond ASTM D3034 PSM Gravity Sewer Pipe vulcan Gasket Specifications 1. The retaining ring holds the sealing ring in position during transport and for pipe assembly 2-. Chevron seal for added pressure sealing capacity. 3. Compression seal - provides seal under vacuum. 4. Wiper beads to clean spigot end. Diamond ASTM D3034 & F679 & (Annex) PSN1 Gravity Sewer Pipe Rieber Casketed Joint Dimensions Nominal A B D Pipe Insert Socket Diameter Size (Min.) {Min.) [Max.) 4" 4 4 5/8 5 y, 8" 5 6 1/8 9 718 10" 6 6 % 1 2 3/8 12" 6 7 'A 14 5/8 lB" /" 6 t/2 7 3/4 21 3t4 ~' 6 1/2 7 314 25 1t2 7 8 1/2 28 3/4 3(;" 10 12 43 114 4~:~" 13 16 60 These are not engineered drawings and actual product may vary from them. Tolerances of Product Standards are applic- able to nominal dimensions. General dimensions of diagrams are ft rnished to indicate approximate profile scheme only. *Joint system varies with product size and planl of manufacture. I1. GATE VALVES tvIUELLER® 2360 SERIES RESILIENT WEDGE GATE VALVE [Mueller 10A.1 REV. $-~? MUELLER~ 2-I/2"-12" Resilient Wedge Gate Valve Features TWO ANTi - FRICTION [] ?RI?LE O-RiNG SEALS --- ~ 250 PS1G ~IMUM ~O~O WAS~ERS -- poI~er washers two above the ~s~ collar; one below. Uppe~ost PRESS~E--- hydrostatically teste~ (ann above and one below the serves as dirt se~. Retain lubhca~on on thrust collar at 500 psig. Surp~ses [~st colla~) ~r~er reduce and isa[ate it ~m wate~av and outside canramlna C509 sr~dards by 25% (UL~ 2~ operating torque in bo~ ~e [ion. Top [wa can be revlaced with valve full), open psig wo~ing ~essure, ~00 pslg opening and closing directions, and under pressure. ' hydrostatic pressure). ~ EXT~DED WEDGE GU~ES-- STEM -- machined from forged molded as pan of the wedge~ fit into manganese branze b~ stock for s~eBgth guide ch~nels in ~e val~e body and where it is needed most, at the thrust collar, maintain optimum w~ge all~ment with the stem ~raughout the wedge's WEDGE --- cast iron fully encapsuiate¢ in ~aveI, preventing ~e disc from tilt- molded rubber complying wi~. ASTM D2000. mg downs~eam during operation. ~ GUIDE CAP BE~INGS -- MUELLER® PRO-GA~TM FUSION protective guide cap bemngs made EPOXY COA~NG--- of nomin~ 6 mir of a polymer bearing rectorial snap over each rubber encapsulated ~ide pr~[ecm ali interior and exterior expose~ iron on ~e weRge providing a bering surfac=s and complies fuHv with AWWA 550f~d is senified ro NSC 61. nterface belween the wedge guide~ and ~e body's interior guide channels, prorating bo~ from w~, MAN~AC~RED A~ TESTED -- in euen aRer ~housands of cycles under compliance with ANSI/AWWA C509 sewem pressure and flow con~ons. Stand~d and is codified ro ANSI/NSF 61. Manufactured at facility with ISa 9001 ~ SMOGTH, OVERSI~ FLOW cgrtificatlon and UL 262, FM 1 !20/] I30, WAY -- al Mueller 2360 series RW Valves ha~e a full, round, unobs~cted · flow way which accommodates ~ll- BI-DIRE~IONAL ~LOW sized shell cuae~ wi~ut interference and which provides supeNor flow FLAT BOSOM SURFACES -- [ ch~c~e~stics. allow ail 2360 seres valves to smd upright ~ T~ YE~ LIM~ fbr case of h~dling and storage. ~ WARR~TY -- (see Muell~ Waman~ d~amem for ~UELLER* ~4"-24" Resilient ~ed~e Gate VaNe Features DUC~E IRON BODY & BON~T- - ~ DOUB~ O-R~G SEALS --- above thmgt collar area. with all interior and exterior exposed surfaces protected by fusion epoxy coating. [] FUSION EPOX~f' COATING--- protects all interior and exterior exposed Complies fully with AWX3/A C550. [] NON-RISING STEM -- made of stainless steel. SOFT SEATED WEDGE - - made of Ductile Iron witb EPDM elastomer seal. [] FLATBOTFOM SURiCACES - - allow ail 2360 series Yalves to stand upright for ease of bundling and storage. EYEBOLTS -- for greater convenience during handling. 250 PSIG MAXDv[UM WORKING ?RI~SSURE-- 509 psig TEN YEAR IfIMITED WARRANTY -- (sec separate Mueller Warranty docum:at for terms). SMOOTH, OVERSI~ZED FLOW WAY -- all Mueller 2360 series RW Valves have a full, round, smooth, unohstmcled, oversized flow way which accommodates full-sized shell cutters without interference and which provides superior flow characteristics. 10.4 2.-12" MUELLER® A'2360 RESILIENT WEDGE Ev, 9, GATE VALVE WITH FL. x FL. ENDS talog number--- :~-2360-6 flanged ends [] Sizes--- 2", 2q/2", 3", 4", 6", 8", I0", 12" [] Meets or exceeds all applicable requirements of .~',!SI/AWWA C509 Standard and is certified to ANSI/NSF 61' [] Hanged end dimensions and drilling comply with ANSI B 16.1, class 125 [] kon body with nominal 10 mils MUELLER® Pro-GardTM Fusion Epoxy Coated interior and exterior surfaces [] Epoxy coating meets or exceeds all applicable requirements of ANSIJAWWA C550 Standard and is certified to ANSi/'NSF 61 [] kon wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron [] Non-rising stem (NRS) [] Triple O-ring seal stuffing box (2 upper & 1 lower O-rings) [] Handwheel (2" square wrench nut optional)---open left or open right [] 2"-12" sizes-- 250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure [] UL Listed, FM Approved: 200 psig (1379 kPa) - 2-1/2"-12" sizes * Approved for backflow prevention devices by USC (for 2-1/2" - 10' sizes) A-2360-6 Options See pages 10,68 and 10.69 for more information on Resilient Wedge Gate Valve options [U Position indicators [] Stainless steel fasteners: Type 304, Type 316 [] ASTM B98-C66100/H04 stem 1~] 2" square wrench nut Resilient wedge gate valve parts Catalog Ii Description Uaterial ~ Part No. ~G- 16 Bonnet Bolts & Nuts I Carbon Steel I G-41 I Stuffing Box Bolts & Nuts Carbon Steel G 49 i Stern O -rings (3) Rubber G 200 I Wrench Nut Cap Screw Carbon Steel G 201 i Stu£fing Box Seal Rubber G 202 ] Wrench Nut Cast Iron G 203 I Stem Bronze G-204 I Hand Wheel (not shown) Cast Iron G-205 i Stem Nut Bronze G-206 I Guide Cap Beanngs Celcon G-207 I smffin~ Box Castiron G-208 land friction Washers (2) Celcon G_O09 Wedge, Cast Iron* - Rubber Enca~sulamd G-210 ** Bonnet Cast Iron -211~* BonnetO-dng Rubber ~ ,3-212 ** 1Bod5 ! Cast Iron Material standard ASTM A307 Grade B, Zinc Plated ASTM A307 Grade B, Zinc Plated ASTM D2000 ASTM A307 Grade B, Zinc Plated ASTM D2000 ASTM A126 CL.B ASTM B138 ASTM A126 CL.B ASTM B62 ASTM A126 CL.B ASTM A126 CL.B ASTM A126 CUB ASTM D2000 SEE PAGE 10.73 FOR ORI)F, RING INgTRUCTION~ 2"-12" MUELLER®A-2360 RESILIENT WEDGE GATE VALVE DIMENSIONS- FL. x FL. ENDS i-u.,-,co.I 10.5 - E '" Dimensions Dimension* ~ cn:cle diameter) Nominal size 2" 12-1/2" 13 4" 6" 8" 10" 12" 112.38 12,38 14.19 18.00 21.50 125.50 28.62 6.00 6.00 8.00 11.00 113.00 ] 14 O0 116.00 i 16.00 6.00 ?00 I '7.50 19.00 11,00 113.50 16.00 i19.00 TOO 7.50 8.00 9 O0 10.50 11.50 13.00 14.00 5 50 6.00 7.50 9.50 / 11.75 ] 17.00 20.5 ~ !38.5 1%'" ~%" "-~'"" ,,,~"-"~".~ ['3~-1'' 96 40O 5O0 12.30 dimensions are in inches. All weights axe in approximate pounds. IlL D.I. FITTINGS DUCTILE IRON C1 10 FULL BODY MECHANICAL JOINT DIMENSIONS SAMPU= SPECIFICATION : Mechanical Joint wc:terrnain fittings with accessories, 2" through 36'~ shaJi be produced in the USA of Ductile iron in accordance with and meet all appJicab]e terms and provisions of standards ANSI/A~A/VA C] 10/A21.10 ANSI/A~A'VA C111/A21.11 (current revisions). All Ductile Iron Mechanical Joint Fittings 3" through 24" shall be rated for 350 PSI working pressure. AJJ Ductile Iron Mechc:nicaJ Joint Fittings 30" through 36" shall be rated for 250 PS1 wor~dng pressure. NOTE: Fittings are CEMENT-LINED and seal coated in accordance wHh ANSI/A~A/VA C104/A2] .4; also aYaiJable double cement-lined or bare. See list p-rice sheet for detoils. JOINT DIMENSIONS IN INCHES FOR MECHANICAL JOINT FITTINGS ~ DIMENSIONS IN INCHES Size A B C D F O X J K~ K~ L M N O P S *2 2.50 2.50 3.39 3.50 2.61 28° 3/4 4.75 6.25 6.25 .75 .62 .... 31 .63 .44 3 3.96 2.50 4.84 4.94 4.06 28° 3/4 6.19 7.69 7.69 .94 .62 1.37 .31 .63 .52 4 4.80 2.50 592 6.02 490 28° 7/8 7.50 9.12 9.12 1.00 .75 1.50 .31 .75 .65 6 6.90 2.50 8.02 8.12 7.00 28° 7/B 9.50 11.12 11.12 1.06 .88 1.63 .31 .75 .70 8 9.05 2.50 10.17 10.27 9.15 28° 7/B ]1.75 t3.37 13.37 1.12 1.00 1.75 .31 .75 .75 10 11.10 2.50 12.22 12.34 11.20 28° 7/s 14.00 15.69 15.62 1.19 1.00 1.75 .31 .75 .80 12 13.20 2.50 14.32 14.44 13.30 28° 7/8 ~6.25 17.94 17.88 1.25 1.00 1.75 .31 .75 85 14 15.30 3.50 16.40 16.54 15.44 28° 7/s 18.75 20.31 20.25 1.31 1.25 2.00 .31 .75 .89 16 17.40 3.50 18.50 18.64 17.54 28° 7/8 21.00 22.56 22.50 1.38 ].31 2.06 .31 .75 .97 18 19.50 3.50 20.60 20.74 19.64 28° 7/, 23.25 24.83 24.75 1.44 1.38 2.13 .31 .75 1.05 20 21.60 3.50 22.70 22.84 21.74 28° 7/~ 25.50 27.08 27.00 1.50 1.44 2.19 .31 .75 1.12 24 25.80 3.50 26.90 27.04 25.94 28° z/~ 30.00 31.58 31.50 1.62 1.56 2.31 .31 .75 1.22 30 32.00 4.00 33.29 33.46 32.17 20° 11/~ 36.88 39.12 39.12 1.81 2.00 2.75 .38 1.00 1.50 36 38.30 4.00 39.59 39.76 38.47 20° 11/~ 43.75 46.00 46.80 2.00 2.00 2.75 .38 1.00 1.80 · Not included in AWWA C1 10. ACCESSORIES AND WEIGHTS Wt. of Glond, Pipe Bolt Bolt Bolt Torque Bolts and Barrel Size No. Size Length Ft/Lbs. Gasket, Lbs. O.D. *2 2 ~/~ 3 45-60 5 2.50 3 4 5/B 3 45-60 7 3.96 4 4 3/4 31/2 75-90 10 4.80 6 6 :/4 4 75-90 16 6.90 8 6 . 3/~ ~ 75-90 25 9.05 10 8 ~/~ 4 75-90 30 11.10 12 8 3/~ 4 75-90 40 13.20 14 10 ~/,~ 41/:z 75-90 45 15.30 16 12 3/,~ 4~/2 75-90 55 17.40 18 12 3/4 41/2 75-90 65 19.50 20 14 3/~ 4~/~ 75-90 85 21.60 24 16 3/,~ 5 75-90 105 25.80 30 20 1 6 100-120 220 32.00 36 24 1 6 100-120 301 38.30 · Not included in AWWA C110. 14~' THRU 30" GLANDS MAY BE TAPERED ANSi/AWWA Cl 10/A21 .I0, ANSI/AWWA C111/A2. t .11 Tyler Pipe/Utilities Division · P.O. Box 2027 · Tyler, Texos 757~ 0 ' (9031882-55q ] 4-3-99 ADAPTERS MJ x FE Dimensions Size L Weights 3 8 30 4 8 40 6 8 60 8 8 85 l0 8 715 12 8 155 ]6 8 26O 18 8 305 20 8 365 24 8 495 DUCTILE IRON C 1 10 FULL BODY MECHANICAL JOINT FI'i-i'INGS MJ x FIPT ECCENTRIC REDUCER Dimensions Size L Weights 6x2 13 5~ 8x2 15 71 BENDS 90° MJ x MJ (1/4) 90° MJ x w 90° MJ x FE 90° Bends (1/4} Dimensions Weights Size R y Z MJxMJ MJxPE MJxFE *2 2.25 3.25 ... ]4 ...... 3 4.0 515 13.5 35 35 ... A 4.5 615 14.5 55 54 53 6 6.0 8!0 16.0 85 80 75 8 7.0 9i0 17.0 125 120 115 10 9.0 11.~ 19.0 190 190 177 12 10.0 12.0 20.0 272 255 246 14 11.5 14.0 22.0 380 ...... 16 12.5 15.0 23.0 490 470 - 465 18 t4.0 16.5 24.5 625 600 577 20 15.5 780 26.0 790 775 ... 24 18.5 22.0 30.0 1215 1175 1150 30 21.5 25.0 33.0 1690 1920 ... 36 24.5 28.0 36.0 2629 2310 ... 4 3-99 ANSI/AWWAC]IO/A2.1.10, ANSI/AWWAC 1 /A2].ll Tyler Pi?e/Uti]flies Division · P O Box 2027 · Tyler, Texas 757] 0 · {903) 882-55] 1 PIPG BENDS 45° MJ (1 45° MJ x PE 45° MJ xFE (1/8) 221/2° MI (1/16) 22~/2° MJ x PE (1/.16) 22~/2° MJ x FE (1/16) DUCTILE IRON C1 10 FULL BODY MECHANICAL JOINT FITTINGS 45° Bends (1/8) Dimensions Weights Size R Y Z MJ MJxFE' MJxPE '2 1.96 1.8 ,.. 13 ...... 3 3.62 3.0 11.0 30 ...... 4 4.81 4.0 12.0 50 45 46 6 7.25 5.0 13.0 75 69 77 8 8.44 5.5 13.5 ilo ~ 105 lO5 10 10.88 6.5 14.5 169 155 155 12 13.25 7.5 15.5 224 215 215 14 12.06 7.5 15.5 300 ...... 16 13.25 8.0 16.0 380 360 360 18 14.50 8.5 16.5 470 422 455 20 16.88 9.5 17.5 595 543 664 24 18.12 11.0 19.0 865 903 825 30 27.75 15.0 23,0 1380 ... 1510 36 35.00 18.0 26.0 2435 ... 1930 22~/2° Bends [1/16) Dimensions Weights Size I~ Y Z Ng MJxFE* MJxP£ 3 7.56 3.0 11.0 30 ...... 4 10.06 4.0 12.0 50 ...... 6 15.06 5.0 13.0 75 69 70 8 17.62 5.5 13.5 110 105 105 lO 22.62 6.5 14.5 160 155 160 12 27.62 7.5 15.5 220 215 220 14 25.12 7.5 15.5 300 ...... 16 27.62 8.0 16.0 385 373 365 18 30.19 8.5 16.5 480 422 455 20 35.19 9.5 17.5 605 ... 575 24 37.69 11.0 19.0 880 800 930 30 57.81 15.0 23.0 1400 ... 1540 36 72.88 18.0 26.0 2372 ... 1970 R 11~/,~° MJ 11~/4° MJ x PE (1/32) 11 ~/4° Bends (1/32) Dimensions Weights Size R Y Z MJ MJxFE* Mi×Pi: 3 15.25 3.0 11.0 30 ...... 4 20.31 4.0 ' 12.0 50 ...... 6 30.50 5.0 13.0 75 69 .., 8 35.50 5.5 13.5 110 105 ... lO 45.69 6.5 14.5 160 ...... 12 55.81 7.5 15.5 220 215 ... l~t 50.75 7.5 15.5 305 ...... 16 55.81 8.0 16.0 385 360 ... 18 60.94 8.5 16.5 480 422 ... 20 71.06 9.5 17.5 610 ,. .... 24 76.12 ll.0 19.0 885 800 845 30 116.75 15.0 23.0 1410 ... 1305 36 lzt7.25 18.0 26.0 2397 ... 2185 11 ~/~° MJ x FE (1 /32) * Not included in AWWA C ] 10. ANSt/AWWA C110/A21.10, ANSi/AWWA C111/A21.11 Tyler Pipe/Utilities Division · P.O Box 2027 · -yler, Texas 75710 · (903) 882-55i 1 ~. 3-99 'TEES × Straight Tees and Reducing on Branch Tees Bullhead MJxMJxFE DUCTILE IRON Cl 10 FULL BODY MECHANICAL JOINT Fil-I'iNGS Size Dimensions Weights Run Run Branch X y Z MJ **MJxPExMJ **MJxMJxFE 12 12 12 12 12 12 12 12 12 12 '16 16 16 16 16 16 16 16 16 16 16 16 18 18 18 18 18 18 18 L8 20 20 20 20 20 20 20 20 20 20 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 * Not included in Returnable 4 12.0 12.0 6 12.0 12.0 8 12.0 12.0 10 12.0 12.0 12 12.0 12.0 4 15.0 15.0 6 15.0 15.0 8 15.0 15.0 l0 15.0 12 15.0 16 15.0 6 13.0 8 13.0 12 13.0 18 16.5 6 14.0 8 14.0 12 14.0 16 18.0 20 18.0 6 15.0 8 15.0 12 15.0 14 15.0 16 15.0 18 22.0 20 22.0 24 22.0 6 18.0 8 18.0 10 18.0 12 18.0 16 18.0 18 18.0 20 8.0 24 25.0 30 !5.0 6 ~0.0 8 20.0 10 ~0.0 12 ~O.O 14 !0.0 16 20.0 18 20.0 20 20.0 24 20.0 30 28.0 36 28.0 AWWA Cl10 20.0 315 315 323 20.0 325 325 331 20.0 340 340 342 20.0 390 390 ... 20.0 410 410 401 ~ 575 23.0 600 ... 23.0 615 ... 605 23.0 625 ... 615 15.0 23,0 645 ...... 15.0 23.0 660 ... 651 730 15.0 23.0 740 ... 15.5 21.0 670 ... 665 15.5 21.0 685 ... 675 15.5 21.0 715 ... 735 16.5 24.5 945 ... 915 17.0 22.0 844 ...... 1 7.0 22.0 845 ... 835 17.0 22.0 890 ...... 18.0 26.0 1095 ...... 18.0 26.0 1185 ... 1165 19.0 23.0 1145 ... 1125 19.0 23.0 1160 ... 1140 ]9.0 23.0 1185 ... 1165 19.0 23.0 1220 ...... 19.0 23.0 1245 ...... 22.0 30'.0 1660 ...... 22.0 30.0 1720 ...... 22:0 30.0 1815 ... 1795 23,0 26.0 2050 ...... 23.0 26.0 2060 ...... 23.0 26.0 2075 ...... 23.0 26.0 2090 ....... 23.0 26.0 2145 ...... 23.0 26.0 2170 ...... 23.0 26.0 2205 ...... 25.0 33.0 2880 ...... 25.0 33.0 3105 ... 3080 26.0 28.0 2439 ... 2430 26.0 28.0 2444 ...... 26.0 28.0 2535 ...... 26.0 28.0 2541 ... 2550 26.0 28.0 2570 ; ..... 26.0 28.0 2585 ... 2450 26.0 28.0 2610 ...... 26.0 28.0 2635 ...... 26.0 28.0 2792 ... 2660 28.0 36.0 3545 ...... 28.0 36.0 3982 ...... · ' Madeto orderonly. Not ANSI/AV~/VA C110/A21.10, ANSI/AVONA Cl 11/A2.1.11 Tyler Pipe/U tiff, es Div[sian · PO Box 2027 · Tyler, Texas 75710 · /903] 882-5511 ~-3-99 /VLI TAPPED TEE MJ Tapped Tee Dimensions Size L Max. Tap Weights 3 8 2 35 4 8 2 45 6 8 2 70 8 8 2 95 10 8 2 ]30 12 8 2 165 DUCT1LE IRON Cl 10 FULL BODY MECHANICAL JOINT Fil-[INGS TEES Straight Tees and Reducing on Branch Tees Bul~head Size Dimensions Weights Run Run Branch X Y Z MJ **MJxPExMJ **MJ×MJxFE *2 2 2 3.25 3.25 ... 22 ...... *3 3 2 3.25 3.25 ... 43 ...... 3 3 3 5.5 5.5 13.5 .55 ...... *4 4 2 4.8 4.8 14.5 57 ... 53 4 4 3 65 6.5 14.5 7.5 ...... 4. 4. 4 6.5 6.5 14.5 87 75 74 ~. 4 6 8.0 80 ... I 15 ...... *6 6 2 8.0 8.0 ... 78 ...... 6 6 3 8.0 8.0 ]6.0 110 ...... 6 6 4 8.0 8.0 16.0 115 109 6 6 6 8.0 8.0 16.0 125 120 115 6 6 8 9.0 9.0 ... 159 ...... 8 8 3 9.0 9.0 17.0 155 ...... 8 8 4 9.0 9.0 17.0 165 ... 159 8 8 6 9.0 9.0 ]7.0 175 ]70 180 8 8 8 9.0 9.0 17.0 185 180 194. 10 10 4 11.0 11.0 19.0 ...... 229 10 10 6 11.0 11.0 19.0 266 ... 237 10 10 8 11.0 11.0 19.0 260 ... 250 10 10 10 11.0 11.0 19.0 310 250 ... MJxMJxFE · Not included in AWWA C110 ** Made to order only. Not t~eturnable NOTICE: Weights published in this catalog are for shipping purposes only. Actual weights may vary because some fittings are produced in both foundries. All fi~tings are made ]r~ the USA and meet the AWWA standards to which they are designed. For weights of specific fi~ings, please contc~ct Tyler ?ipe or Union Foundry Company. ANSI/AWWA C110/A21.10, ANSI/AWWA C111/A21.11 4 3 99 Tyler Pipe/Utilities Division · P.O. Box 2027" Tyler, Texas 757i0" (903) 882-5511 3 ~ES (Not included in AWWA C110.) x Size Dimensions Run Branch X Z Weights 3 3 10.0 3.0 60 4 4 12.0 3.0 90 6 4 14,5 3.5 130 6 6 14.5 3.5 145 8 4 17.5 4.5 190 8 6 17.5 4.5 205 8 8 17.5 4.5 230 10 6 20.5 5.0 335 10 8 20.5 5.0 310 10 10 20.5 5.5 435 12 8 24.5 5.5 505 12 12 24.5 5.5 490 14 6 27.0 6.0 626 16 16 30.0 6.5 1079 18 8 32.0 7.0 968 18 10 32.0 7.0 975 18 12 32.0 7.0 1015 18 16 32.0 7.0 1135 18 18 32.0 7.0 1200 20 10 35.0 8.0 1220 20 12 35.0 8.0 1260 20 16 35.0 8.0 1375 20 20 35.0 8,0 1525 24 24 40.5 9.0 2372 CROSSES ALL MJ DUCTILE IRON C1 10 FULL BODY MECHANICAL JOINT FilTINGS *MJ x MJ x FE x Ft~ Size Dimensiuns Weights Run Branch X Y MJ *MJxFE 6 6 8.0 8.0 160 140 8 4 9.0 9.0 185 ... 8 6 9.0 9.0 205 185 8 8 9.0 9.0 255 240 10 6 11.0 11.0 285 ... 10 8 11.0 11.0 310 ... 10 10 11.0 11.0 380 354 12 6 12.0 12.0 360 340 12 8 12.0 12.0 385 365 12 12 12.0 12.0 495 487 14 8 14.0 14.0 550 ... 14 14 14.0 14.0 779 ... 16 6 15.0 15.0 650 ... 16 8 15.0 15.0 675 655 16 16 15.0 15.0 895 875 18 8 13.0 15.5 730 ... 18 10 13.0 15.5 760 ... 18 12 13.0 15.5 790 ... 18 18 16.5 16.5 1140 ... 20 8 14.0 17.0 890 ... 20 12 14.0 17.0 955 ... 20 16 18.0 18.0 1245 ... 20 20 18.0 18.0 1415 ... 24 8 15.0 19.0 1200 ... 24 12 15.0 19.0 1260 ... 24 16 15.0 19.0 1400 ... 24 20 22.0 22.0 1965 ... 24 24 22.0 22.0 2155 ... 30 6 18.0 23.0 2085 ... 30 12 18.0 23.0 2165 ... 30 24 25.0 25.0 3180 ... 30 30 25.0 25.0 3640 ... 36 36 28.0 28.0 4370 ... * Not included in AWWA C110. ANSl/AWWA C1 I0/A21.10, ANSI/AWWA C111/A2.1.11 4-3 99 Tyler Pipe/Utilities Division · PO. Box 2027 · TyJer, Texas 75710 · (903) 882-5511 .DUCERS NU Reducer MJ Small End Bell Reducer MJ Large End Bell Reducer PJa[n End-Plain 1End Reducer FE~Reducer DUCTILE IRON C 1 10 FULL BODY MECHANICAL JOINT FITTINGS Laying Lengths Size MJ MJ-SEB M J-LEg P~xPE FE×MJ MJxFE Weights MJ MJ-S~B M J-LEg PE×PE FE×MJ MJxFE '3x2 6 14 14 ......... 25 25 20 ......... '4x2 7 15 15 ......... 34 29 30 ......... 4x3 7 15 15 23 7 7 40 35 40 35 34 35 '6x2 9 17 17 25 ...... 45 45 45 ......... 6x3 9 17 17 ...... 9 55 50 50 ......49 6x4 9 17 17 25 9 9 60 60 59 55 60 54 8x3 11 19 19 ......... 84 77 70 ......... 8x4 11 19 19 ... 11 11 78 80 80 ... 80 75 8x6 11 19 19 27 11 11 95 90 90 93 89 80 10x6 12 20 20 28 12 12 115 115 115 ... 114 105 10x8 12 20 20 28 12 12 135 130 130 ... 130 130 12×4 14 22 22 30 ...... 135 130 ............ 12x6 14 22 22 ... 14 12 150 150 153 ... 151 145 12x8 14 22 22 30 14 12 180 165 165 165 183 175 12x10 14 22 22 30 14 12 190 190 185 185 190 185 14x6 .............................. 195 14x8 ............................. 215 14x12 .............................. 270 16x6 18 26 26 34 ...... 250 ............... 16x8 18 26 26 34 ...... 270 250 ............ 16x10 18 26 26 34 ...... 300 ............... 16x12 18 26 26 34 18 18 325 311 330 ... 305 325 16x14 18 26 26 34 ..., ... 370 ............... 18x8 19 27 27 35 ... 19 320 ............ 300 18x10 19 27 27 35 ...... 350 ............... 18×12 19 27 27 35 ... 19 380 355 ......... 360 18x14 19 27 27 35 ...... 425 ............... 18x16 19 27 27 35 ... 19 465 ............ 445 2©x10 20 28 28 3~ ...... 410 ............... 20x12 20 28 28 36 ...... 440 410 ............ 20x16 20 28 28 36 ... 20 530 500 510 ...... 510 20x18 20 28 28 36 ...... 575 ............... 24x12 24 32 32 40 .~. 24 610 $70 ......... 455 24x16 24 32 32 40 ...... 705 665 685 ......... 24x18 24 32 32 40 ...... 760 720 ............ 24x20 24 32 32 40 ...... 815 775 804 ......... '30x16 30 38 38 46 ...... 1150 1040 ... 1015 ...... 30x18 30 38 38 46 ...... 1160 1050 ... 1025 ...... 30x20 30 38 38 46 ...... 1225 1120 -. 1090 ...... 30x24 30 38 38 46 ...... 1360 1255 1320 1215 ...... 36x20 36 ... 44 ......... 1495 ... 1466 ......... 36x24 36 ... 44 52 ...... 1580 ... 1535 1389 ...... 36x30 36 44 .. 52 ...... 1919 1721 ... 1585 ...... · Notincludedin AWWA Cl10 MJxF~ Reducer ANSJ/AWWA Cl 10/A21.10, AN S[/AWWA C111/A21.11 6 Tyler Pipe/Utilities Division · P.O. Box 2027" Tyler, Texas 75710 · (903) 882 5511 4-3-99 SOLID SLEEVES DUCTILE IRON C1 10 FULL BODY MECHANICAL JOINT FITTINGS Standard * Duat Purpose t Pipe Short Long Pipe Short Long Size O.D. L Weight L Weight 51ze O.D. L Weight L Weight *2 2.50 8.0 13 ... 18 4 4.80/500 3 3.96 7.5 .,, 12 30 6 6,90/7.10 4 4.80 7.5 35 12 45 8 9.05/9.30 6 6.90 7.5 45 12 65 10 11.10/11.40 ... 8 9.05 7.5 65 12 85 ]2 13.20/13.50 ... 10 1.].10 7.5 85 12 115 16 17.40/17.80 ... 12 13.20 7.5 1]0 12 ]53 CUses MJ DuaJPurpose Gland 16 17.40 9.5 200 15 283 *Notincbdedin AWWA Cl10 18 19.50 9.5 240 15 330 20 21.60 9.5 275 15 384 24 25.80 9.5 360 15 505 30 32.00 15.0 745 24 1085 36 38.30 15.0 1047 24 1502 *Notindudedin AWWA Cl10 7 5 35 12 45 7.5 45 12 65 7.5 65 ~2 85 ... 12 115 ... 12 221 ... 15 385 Note: Sizes 4 10" use standard MJ Gaskets; 12" and 16" require special duo gaskets * MJ x PE DUAL-PURPOSE CUTTING-IN SLEEVE With Dual-Purpose Accessories (NOTE: Gland with cup-joint set screws avai[c~ble at extra cost when specified. NOT FOR RESTRAINT. Cutting-In Sleeve & Gland Weight For Use Gland Gland Size On Pipe O.D. L L~ D Only & Sleeve 4 4.80-5.00 ]2 8 4.80 95 72 6 6.90-7.10 12 8 6.90 13.0 94 8 9.05 9.30 12 8 9.05 200 122 10 11.10 -11.40 12 8 11.10 24.0 175 ]2 1320-]3.50 12 8 ]3.20 30.0 235 * Notindudedin AWWA Cl10. SPLIT REPAIR SLEEVE WITH ACCESSORIES Gland and Split Sleeve Gland Size L *Weight Only 4 15 115 9 6 18 ]65 16 8 18 215 24 *WeightsincJudealJaccessoriesassembled. ANSI/AWWA C 110/A21.10, AN S I/AWWA C 111/A2 I, 11 4 3 99 Tyler Fipe/Utilities Division · PO. Box 2027 · Tyler, Texas 7.57] 0 · (903) 882 55] 1 7 PLUGS Solid or Tapped Weight Size Tap Solid Tapped *2 2 5 5 3 2 10 10 4 2 10 15 6 2 17 25 8 2 45 45 10 2 65 65 12 2 85 85 14 2 120 120 16 2 147 147 ~'18 2 190 190 t-20 2 215 215 }24 2 350 350 - 1-30 2 660 660 J'36 2 838 838 ~' Dished - Not fiat as shown. * Not ~ncluded in AWWA Cl10, TYTON® Plug*' Solid or Tapped Size Top T Weight* 4 2 .60 18 6 2 .65 25 8 2 .70 46 10 2 .75 70 12 2 .75 95 · Weights do net include accessories ** Not included in AWWA C1 TYTON® is a registured trademark of U.S. Pipe and Foundry Company. CAPS Solid or Tapped Weight Size Tap Solid Tapped *2 2 5 ... 3 2 10 10 4 2 14 14 6 2 30 30 8 2 45 45 10 2 60 60 12 2 80 80 16 2 175 175 1-18 2 215 215 t20 2 250 250 1-2zL 2 370 370 1-30 2 680 680 1-36 2 85O 850 1- Dished - Not fiat as shown. * Not induded in AWWA C11 g. Solid Tapped *Push-in Plug with Ears [To be used with all pushdn cc;st iron pipe and fittings) Size Tap Weight 14 2.0 110 16 2.0 145 18 2.0 180 1-20 2.0 242 I'24 2.0 3]5 1' Dished - Nat flat as shown NOTE: Blocking still required- ears for assembly only. DUCTILE IRON C1 10 FULL BODY Mi:CHANICAL JOINT Fi'i-riNGS OFFSETS MJxMJ MJxPE Dimensions Weights Size D L: L /¢dxMJ MJxPE 4 6 19 27 ... 82 4 12 22 30 85 80 4 18 30 38 105 ... 4 24 26 34 126 125 6 6 20 28 114 105 6 12 26 34 135 148 6 18 33 41 188 182 * 6 24 24 32 182 160 8 6 21 29 177 155 8 12 28 36 231 195 8 18 35 43 287 284 * 8 24 36 44 280 285 10 12 30 38 347 280 10 18 38 46 340 340 10 24 38 46 420 ... 12 12 37 .45 420 420 12 18 48 56 520 520 '12 24 48 56 649 630 16 12 40 48 715 ... 16 18 50 58 850 830 *20 12 40 48 1025 ... *20 18 48 60 1362 ... * Notlndudedin AWWA Cl10. AN St/AWWA C110/A2.1.10, ANSI/AWWA Cl 11/A21.11 Tyler Pipe/Utilities Division · P.O. Box 2027 · Tyler, Te):as 757-t0 · (903) 882-5511 8 zL-3-99 DUCTILE IRON C1 10 FULL i~ODY MECHANICAL JOINT FI'i-rINGS *RETAINER GLAND ASSEMBLY Pressure Gland Pipe O.D.D.]. Pipe No of Size of Rating, O.D. O.D. Wall Set Set Gland Weight Size psi B A Class Screws Screws Weight w/Acces. 3 350 7.69 3.96 50-56 4 ~/sx2 4 8 4 350 9.12 4.80 50-56 4 5/Bx2 5 11 6 350 11.12 690 50-56 6 ~/sx2 9 16 8 250 13.37 9.05 50-56 9 5/sx2 13 21 10 250 15.62 11.10 50-56 12 S/sx2 17 26 12 150 17.88 13.20 50-56 16 s/sx2 20 28 14 250 20.25 15.30 53 56 20 ~/~x21/~ 44 55 16 200 22.50 17.40 53-56 24 5/~x2~/~ 54 64 18 200 24.75 19.50 53-56 24 5/Bx2~/2 62 72 20 200 27.00 21.60 53-56 28 5/Bx3 76 91 24 150 31.50 25.80 53 56 32 5/8x3 103 118 · Not included in AWWA C110 Pipe Wall Thickness: Sizes 3"-12" are recommended for ductile iron pipe class 50 thru 56. Sizes ~4" thru 24" are recommended for ductile iron pipe class 53 thru 56. NOT FOR CLASS 50, 5~ or 52. DUCTILE IRON RETAINER GLANDS Mechanical Joint Retainer Glands are designed to provide a method for restrc~im ing mechcmica] joint pipe and fittings and other standardized mechanical joints against possible joint separation, rupture or blow-out caused by internal water pressure. The set screws are square-headed with Type C knuried cup points, and are shipped already assembled in the Glands. They are manufactured of 4140 grade alloy steel, and are heat treated to a Rockwall 'C' 45/ 53 case hardness. Tee-head bolts and gaskets are not included, but may be ordered separately. Recommended torque for set screws is 75 foot pounds, and set screws on opposite sides of the glands should be tightened alternately. Tee head bolt hole size and spacing are equal to MJ Glands as shown in AW~VA C- 111. Standard mechanical Joint gaskets as shown in C-111 should be used. TEES NU GLAND GLand Weight Size Wt. Pack Gland Only 2 5 3 3 7 5 MJ x MJ x Swivel 4 10 6 6 16 11 Dimenslans 8 25 18 Size X Y Weight 10 30 20 6 8.0 10.5 145 12 40 30 8x6 9.0 11.5 195 14 45 35 8 9.0 1~.5 210 ~6 55 45 10x6 11.0 13.5 270 18 65 55 ] 2×6 12.0 ] 4.5 345 20 85 70 16x6 15.0 17.5 619 24 105 90 ] 6x8 ] 5.0 1 7.5 649 30 220 180 30x6 18.0 24.5 2070 36 301 248 All welght~ shown include the Swivel Gland ANSt/AWWA C110/A21.10, ANSI/AWWA C11 ~/A21.11 4-3-99 Tyler Pipe/Utilities Division · P.O Box 2027 · Tyler, Texc:s 75710 · 1903) 882 55] i ADAPTERS VARIABLE , Swivel x Solid Adapter Size by Wall Laying Length Thickness Weight* 4x13 .52 47 6x12 .55 73 6×18 .55 87 6x24 .55 100 6x36 .55 142 8x13 .60 130 12×13 .75 173 *Weights with Gland. DUCTILE IRON C1 10 FULL I~ODY MECHANICAL JOINT ELLS, ADAPTERS AND GLANDS For Valve and Hydrant Connections ELLS F Wall Size Thickness 6 .55 8 .60 *90° Swivel x Swivel Eli [Not Included In AWWA C110) Dimensions A B C D E F R "Weight 10.5 155 7.10 11.12 6.90 8.02 6.0 87 11.5 16.5 9.20 13.37 9.05 10.17 7.0 158 · with 2 Swivel Glands SWIVEL GLAND ASSEMBLY Used with swivel fittings, the TYLER Swivel Gland, with its rotating [eature, permits the installer to meet cmy grade requirements regc~rdless of bolt-hole alignment. In addition, the system permits stiff connections without braces, blocking or strapping. Swivel Glands** Size Weight NOTE: When ordering glands 4 12 sepc~rately, 6 17 (]) Specify TYLER U PC Code 8 24 Number, 2 33 (2) Description, and Not included in (3) Size of fitting to be ioined. AWWA C110. ANSI/AWWA C110/A21.10, AN SI/AWWA C111/A21.11 10 Tyler Pipe/Utilities Division · P.O. Box 2027 · Tyler, Texas 75710 · (903) 882 5511 4-3-99 ADAPTERS MJ x FE Dimensions Size L Weights 3 8 3O 4 8 40 6 8 60 -8 8 85 10 8 115 12 8 155 ]6 8 260 18 8 305 20 8 365 24 8 495 DUCTILE IRON C1 10 FULL BODY MECHANICAL JOINT Fi'1-i'iNGS MJ x FIPT ECCENTRIC REDUCER Dimensions Size L Weights 6x2 13 51 8x2 15 71 BENDS 90° MJ xMJ (1/4) 90° MJ x PE (1/4) 90° MJ x FE 11/4) 90° Bends (1/4) Dimensions Weights Size R Y Z MJ×MJ MJxPE MJxFE *2 2.25 3.25 ... 14 ...... 3 4.0 515 13.5 35 35 ... 4 4.5 6L5 14.5 55 54 53 6 6.0 8~0 16.0 85 80 75 8 7.0 ' 90 17.0 125 120 115 10 9.0 11.~ 19.0 190 190 177 12 10.0 12.0 20.0 272 255 246 14 11.5 14.0 22.0 380 16 12.5 15.0 23.0 490 470 465 18 14.0 16.5 24.5 625 600 577 20 15.5 1 8.0 26.0 790 775 ... 24 18.5 22.0 30.0 1215 1175 1150 30 21.5 25.0 33.0 1690 1920 ... 36 24.5 28.0 36.0 2629 2310 ... ANSI/AWWA C 110/A2 ]. 10, ANSI/AWWA C ] 11/A21.11 4-3-99 Tyler Pipe/Utilities Division · P.O. Box 2027 * Tyler, Texas 75710 · (903} 882 551 ] IV. PRECAST MANHOLES 2-0 'C' - TYPICAL BASES AS SPECIFIED 'A' 6' INVERT CHANNEL - SHALL BE 'U'-SHAPED~ MIN, DEPTH - 3/4'PIPE BIA, & SLOPE BENCHES A NIH, DF 1' PER SEE NOTES CDNCENTRIC CONE ILLUSTRATED ECCENTRIC CONE AVAILABLE GASKETS AT ALL 4'¢ JOINTS TYPICAL LIFTING INSERTS IN ALL 4'I,D, RISER SECTIONS AND CONES TD ADAPTER SECTIDN FOR DETAILS ~D-RING GASKETS AT ALL 5'¢ JOINT TYPICAL LIFTING ANCHORS IN ALL 5'I,D, RISER SECTIONS (TYP,) B' D.C,EA, WAY GR. 60, ~5 BAR, GR, GO, ~5 BAR, CONTINUOUS AROUND-- OPENING WATER-TIGHT GASKETS AT ALL PIPE CONNECTIONS, HOLES AS SPECIFIED - MAX, DtA, = 40'DIA, AVG. WEIGHT DF 84' DEPTH BASE W/8' INVE~T = 7500# - RISER WEIGHT = 1385~/VT,FT, AVAILABLE ~'ITH T-LOCK OR PVC STUDLINE~S, [] [] CONCRE-~E PRODUO'r~ INC. 'RODU~: 5'/4' I,D, MANHOLE - REGULAR BASE 4,000 - 4.500 PSI - ~8 BAY STRENGTH IRFJNFORCEMENT: MEETS DR EXCEEDS ASTM-C-47B-95 REQUIREMENTS :DWG, BY: ]]N ISNEL:-F: i OF i IDw~. ~v~:) ~: MHS'-4' I 'C' - TYPICAL BASES AS SPECIFIED (TYP INVERT CHANNEL - SHALL BE 'U'-SHAPEB~ MIN, DEPTH - 3/4"PIPE DIA, & SLOPE ])ENCHES A NIH, DF l' PER CONCENTRIC CONE ILLUSTRATED ECCENTRIC CONE AVAILABLE GASKETS AT ALL 4'~ JOINTS TYPICAL LIFTING INSERTS IN ALL 4'I.D, RISER SECTIONS AND CONES REFER TO ADAPTER SECTION FOR DETAILS O-RING GASKETS AT ALL 5'¢ JUINT i(TYP,) 6-0 /--TYPICAL LIFTING ANCHORS IN ALL 5'I.D, RISER SECTIONS 6'(TYP.) WATER-TIGHT GASKETS AT ALL PIPE CONNECTIONS, HOLES AS SPECIFIED - MAX, DIA, -- 4D'DIA, AVG. WEIGHT DF B4' DEPTH BASE INVERT = 7500~ - RISER WEIGHT = 1325~/VT,FT, AVAILABLE WITH T-LOCK DR PVC STUDLINERS, H Etfl~,'D(. 7663 PRODUOT: 5'/4' I.D, NANHDLE - EXTENDED BASE 4.0O0 - 4,500 PSI - 88 DAY STRENGTH RBNFORC~E~; MEETS DR EXCEEDS AgTN-C-478-95 REQUIRENENT2 MH5-4~$ WIRE MESH-- IN BELL 3'xB'xW3×2,5 WIRE MESH-- IN BELL 1 MAT OF ~5 BAR ~ : .: TYP, 4',5'&6'¢ LARGER DIA, OPENING AVAILABLE REFER TO CITY DR DWNER SPECIFICATIDNS Furner Coq!e 'i*''> " '- ~": .... 13BNCENTRIC ILLUSTRATE]] Re, ........ ~ MO F-~,A T Cher,ki'"[,,g(m'/: ;.' ~[] ~ ~,.o. sox ~, [] CONCRETE PRODUCI% ]NO, (2~) 666--~0 HANHDLE FLAT TOP JUNE ~ooi l~w~ ~o. ~rc~x*~ ~ FLATXTD.D~I -/ LIFTING INSERTS 34 LIFTING INSERTS HEWITT, t~. 7663 CONCRETE PRODUCTS INC. (25~) 622--40( CPS N&NHDLE REDLJCING CDNE DETAIL 30NCRE'~: 4,000 - 4.500 PSI - ~ ]3AY STRENGTH MEETS DR EXCEEDS ASTM-C-478-95 REQUIREMENTS DATi~: JUNE 20Ol IDWG NO. CDNE*i I"~ BY: DNIsHE~:i OF 1 iDwG. SAVED ~: SDNEDET A 24' 35' B 36' 47' C 6' 6' ROUGH-FORMED FINISH FOR NAX, QUALITY MDRTAR ADHESION, REINFDRGENENT IS 6 GAUGE WIRE RDLLE~ CENTERE~ FOR 24°¢ RING, ~4 BAR FDR 35'~ RING, ~_~ ~ U[ ~r--]l [~ Ir~l I P.O. BOX 6BB [] CONCRETE P~ODUC'PS INC. (254) S$6--400C ,RODUCT: CDNCRETE GRADE RING DA~: JUNE eO01 ~DW~ NO. CGR-0I ~ Our original PSX:POSITIVE SEAL pipe to manhole flexible connector system. PSX is available for 8" and larger holes to seal the most commonly used pipe types and sizes. PSX Advantages: · In Most Cases Fully Removable · For Use With Our Form & Flow Manhole Invert System · For Use With Our Existing Fiberglass Hole · Meets And Or Exceeds Matedal Formers Specifications of ASTM C-923 TEST 'FE~T REQUIREMEI~fT~ ~O WEIGHT LOSS TEST RESUL'¢S NO'C~EIGHTLOSS GASKET INSTALLATION 1. Place PSX gasket into hole with holes in power sleeve at the 6 o'clock pos~. 2. thser~ studs of hydraulic tool into holes of power sleeve and pump hydraulic unit until gasket stays positioned in hole without assistance. 3. Gasket must be aligned square in the hole. 4. Pur~p hydraulic unit to expand power sleeve white making sure s!eeve ends stay aligned on top of each other. 5. After s~eeve ends snap into place, face to face. d'~sk gauge to make sure minimum installation pressure has been achieved. 6. Relax power sleeve slightly to interlock ~e ends securely for a positave seal PIPE INSTALLATION After manhole has been set to grade, inspect and dean out inside of connector. Clean sudace of pipe barrel to be installed. Insert pipe into connector, until end of pipe breaks inside plane of manhole wall Position pipe in center of coor~ctor. Install take-up damp(s) in groove(s} at pipe receiving end of gasket. Check again to make sure interior of connector and pipe barrel sudaces are clean. 3. T~ghten take-up damp(sI with ratchet or torque wrench, to 60 in/lbs, torque. Adjust pipe to line and grade. Use proper bedding, backfill rnateda~s and techniques. 4. Any pipe stubs installed in the manhole must be re~lrained from Before using the PSX:POSITIV~ SEAL system for any c~stom a~. cor~act our Customer Service ~ for more PRESS-SEAL GASKE CORP ).RATION 6935 LINCOLN PARKWAY -' FORT ~AYNE, INDIANA 46804 Phone (219) 436-0521 or (800) 348-7325 FAX (219)436-t908 L THE ~ANHBLE SHBUL~ ~E HANSLE~ WITH EXTREME CAUTION TB AVB;~ CHIPPING 8F THE SPIGOTS BR ~ELL 6RBSVES. 2, INSPECT GASKET SEATING AREA FOR ANY VOIDS DR R~UGH E~GES THAT MaY INTERFERE WITH SEAL, 3. PLACE THE 4-G GASKET IN THE STEP DF THE SPIGOT (MAKING SURE THAT THE PBINTEB ENB BF THE GASKET IS TB~ARB THE EN~ BF THE PIPE AS SHB~N IN FIG, A), ~IMPBRTANT~ 8. EQUALIZE THE SYRET~H DN THE GASKET ~Y PULLING THE ~EALING LD~E A~AY FRDM THE SPIGDT AT LEAST DNE INCH AND THEN RELEASING THE GASKET. REPEAY TH~S EVERY THREE DR FDUR INCHES ARDUND THE ~IRCUMFERENCE DF THE PIPE. EDUALIZATIDN DF STRETCH MAKES SURE YHAT THE GASKET HAS THE SAME STRETCHED CRDSS-SE2TIDN AND TENSIDN THRDUGHDUT. DD NDT LUBE THE GASKET DR SPIGDT END DF THE PIPE. *~DD NDT APPLY LU~E DN ~A~K SIDE DF GASKET DR DN SPIGDT END DF PIPE~ ~. REMDVE ALL DIRT AND DTHER FDREIGN MATTER FRDM THE INSIDE SURFACE DF THE ~ELL. APPLY LUBE TD THE INNER SURFACE DF THE ~ELL INCLUDING THE LEAD-IN TAPER SURFACE DN THE DUTER EDGE DF THE ~ELL~ ALIGR SPIGDT ~ITH ~ELL~ GASKET SHDULD TDU~H LEAD-IN TAPER ARDUND THE ENTIRE CIRCUMFERENCE ~EFDRE PUSHING THE PIPE HDME. ~. PUSH THE MANHDLE SE~TIDN CAREFULLY, UNTIL THE SPIGDT IS ALL THE ~AY HDME. (FIG. ~X DD NDT FDRCE SE~TIDNS DD NDT SEAT PRDPERLY, UH-STACK AND CDRTACT YDUR SALES REPRESENTATIVE. G. EVERY MANHDLE ~ILL HDT ~DNE HDME EXACTLY THE SAME. DIFFERENCES tH APPLICATIDN, CDR~ISTENCY DF LUBRICANTS, DIMENSIDNS IN THE SPIGDT AND GRDDVE ~ILL CAUSE VARIATIDHS IN IRSTALLATIDR. IF JDIRTiNG PRD~LEMS ARISE, PLEASE ~DNTA~T THE MANHDLE HANUFASTURER IMMEDIATELY RATHER THA~ FDRC~NG MANHDLE SECTIDNS TDGETHER ~ITH SU~SEQUERT DAMAGE TD THE MANHDLE. 7. ALL TESTING SHDULD ~E PERFDRMED PRIDR TD ~A~KFILL DF THE MANHDLE. pRD~LEMS ~AN HDT ~E DETECTED AFTER MANHDLE IS ~A~KFILLED. FIG, A FIG, H~WFFT,'PX. 766: [] OC)NCRE~ PRODUg~TS INC. 6935 LINCOLN PARK~/AY - FORT WAYNE, ID, 46804 PHONE (£19) 436-05E1 or (800) 348-73E5 DWG. ~,AVED FAX (~19) 436-19~8 CAREFULLY CLEAN ALL DIRT B FOREIGN OBJECTS FROM THE JOINTING SURFACE OF THE DELL OR GROOVE END OF PIPE, CAREFULLY CLEAN SPIGOT DR TONGUE END DF PIPE, INCLUDING THE GASKET RECESS, IMPROPERLY PREPARED BELL & SPIGOT SURFACES MAY PREVENT HOMING DF THE PIPE DR KEEP THE GASKET FROM SEALING, LUBRICATE BELL JOINT SURFACE LIBERALLY, COVER ENTIRE INSIDE SURFACE, USING PRESS-SEAL PIPE GASKET LUBRICANT, BELL & GASKET NOT LUBRICATED OR IMPROPERLY LUBRICATED MAY CAUSE THE GASKET TO ROLL & LEAK DR POSSIBLY DAMAGE THE BELL, · IMPORTANT ~ FIT THE GASKET CAREFULLY, EQUALIZE THE RUBBER GASKET STRETCH BY RUNNING A SMOOTH, ROUND OBJECT (INSERTED BETWEEN GASKET & SPIGOT), AROUND THE ENTIRE CIRCUMFERENCE SEVERAL TIMES, 'JNEQUAL STRETCH CDULB CAUSE BUNCHING DF THE GASKET & HAY CAUSE LEAKS IN THE JOINT DR CRACK THE BELL, ALL TESTING SHOULD BE PERFORMED PRIOR TD BACKFILL OF THE MANHOLE, PROBLEMS CAN NOT BE DETECTED AFTER MANHOLE IS 3ACKFILLED, LUBRICATE THE GASKET THOROUGHLY BEFORE IT IS PLACED ON THE SPIGOT DR TONGUE, EXCESSIVE FORCE WILL BE NEEDED TO PUSH THE PIPE HOME IF THE GASKET IS MBT WELL LUBRICATED, ALIGN THE BELL & SPIGOT TD BE JOINTED, BEFORE HOMING THE JOINT CHECK THAT THE GASKET IS IN CONTACT WITH THE BELL END ENTRANCE TAPER AROUND THE ENTIRE CIRCUMFER- ENCE, IMPROPER ALIGNMENT CAN DISLODGE GASKET CAUSING LEAKS DR POSSIBLY BREAKING THE BELL, HEG~/ITT,~. 766: CONCRE]~ PRODUCI'S lng, (254) 666--40 6935 LINCOLN PARKWAY - FORT WAYNE, lB, 46804 PHDNE (219) 436-0581 or (800) 348-7385 /FAX (219) 436-1908 PP~E$S-.SEAL GASKET C01~.POI~TION CONTRACTOR PSX and PRESS-BOOT PIPE INSTALLATION GUIDE 1. Clean pipe and boot to ensure no dirt or foreign materials are present. 2. Clamping surface on pipe must be dean and smooth. 3. Center pipe in opening and insert until pipe breaks the inside Plane of manhole. 4. Attach take-up damp(s) and stagger screw(s) of clamp(s) around the groove of the gasket so that take-up pressure will be equalized. Make sure each damp is completely in the corred( groove. 5. Using a torque ratchet or torque wrench, gradually tighten all screw(s) of clamp(s) in an alternating pattern to 601bs/in torque. 6. After reaching 60lbs/in torque on final screw, check all screws again to ensure ec~ual compression of all clamps. 7. If system is to be tested, testing shall be completed prior to backfilling, following all recommendations and requirements of the test system manufactqrer. Vacuum testing shall be conducted in accordance with ASTM C-1244. 8. Adjust pipe to line and grade. Use proper bedding, backfill materials and techniques so that pipe deflection and deformation is minimized. ~'. Any pipe stubs installed in the manhole must be positively restrained from movement. 10. Vacuum testing after backfill voids warranty. FOR MORE INFORMATION CONTACT PRESS-SEAL GASKET @ 219-4380521 or 800-3-48-7325 or visit us on the web I~ www. press-seal.com TORQUE CLAMP BOLT SINGLE CLAMP TORQUE ALI. OUTER CLAMP BOLTS TO 60 lb/in MULTIPLE CLAMPS Rpr 1S 03 02: ~Bp COMC~ET~ PROOUCTS IMC. (25~) 888-32~2 p.2 EFFECTIVE JUNE, 199 POSITIVE SEAL SYSTEM SELECTION GUIDE Fhe purpose of this selection guide is to provide the manhole producer a too[ to determine what hole size com- bination will best service his market area. The charts below list a variety of pipes commonly used to construct sanitary collection systems. For each pipe type shown, we've listed every possible PBX connector that could accommodate that given pipe's outside diameter, The pipe dimensions Iisted are accurate to industry standards, however we strongly recommend that the pipe barrel's outside diameter be verified for each size and type of pipe on every project. This exercise will prevent infield instalfation problems. Not listed in the charts below are pipe types that are regional in useage. PiPE PIPE O.D./IN. DESCRIPTION NOMINAL HOLE SIZE/IN. PBX:POSITIVE * SEAL SiZE PtPE DESIGNATION [3ESCRIPTION 8.00 80RS "STEP S" PBX B.O0 8QRS "STEP S" PBX 8.00 8ORS "STEP S" PBX 8_00 8QRS "STEP R" PBX 3" C.L/D.L 8.00 8ORS "STEP Q" PBX 4" I~V.C. 03033 OR 03034 8.00 8ORS "STEP O" PBX 8,00 8QRS "STEP Q" PBX 4" C.I.tD.L 8QRS "STEP Q" PBX OR 4" CgO0 P,V.C. 8.00 8A PBX 8.00 83 PBX 6" E¥C 03033 OR 9-00 9A PBX 12.00 12Y PBX TRUSS 8.00 63 PSX 9.00 9A PBX 11.00 11Y PBX 12.00 12Y PBX 9.00 9A PBX OR 93 PBX 10.00 10A PBX 1%00 11Y PSX 12.00 12Y PBX 9_00 9A PBX OR 93 PBX 10.00 10A PSX 6" CcJO0 12.00 12Y PBX 8" P.V.C. [33033 10~0O 103 PBX 12.80 12M PBX B P.V.C. 0303 3" P.V.C. [32241 8" C900 P.V.C. NOMINAL pBX:POSITIVE SIZE/IN, DESIGNATION 10.00 103 PBX 12.00 12M PSX 11.00 11M OR 11AOR 113 PBX 12.00 ~R 12A PBX 11.00 PBX OR 11B PBX 12_00 12M PBX OR 12A PBX 13.00 13L PBX TRUSS 10" P.V.C. O3033 11.00 113 PBX 12-00 12A PBX OR 123 PSX 13.00 13L PSX 12.00 123 PSX 13.00 k PBX 14.00 14L PBX 16.00 16Y PBX 13.00 13A PBX OR 133 PBX 14.00 14L PSX OR 14A PBX 16.00 16¥ PBX 13.00 13A PBX OR 133 PBX 14.00 14L PBX OR 14A PBX 10" TRUSS 12" RV_C. 03033 13.00 14.00 i4L PBX OR 14A PBX 16.00 16Y PBX 14.00 143 pBX 16,00 16L PBX 14.00 PBX 16.00 16L pBX OR16APSx '~ 16.00 8L PBX OR 16A PSX 16.00 16A pSX OR 163 PBX 18.00 L pBX-2 Rpr 1G 03 02: 1Bp COMCRETE PRODUCTS IMC. (2S4) 666-32D2 w ! NOMINAL PiPE PIPE HOLE 12' TRUSS 15" RV.C. D3033 OR D3034 12" R.C.P WALL B 15"TRUSS 15' R.C.I~ WALL 20" C.IJD, L 16.00 18,00 PSX:POSITIVE SEAL SiZE DESIGNATION 168 PSX 18L PSX-2 18.00 18A PSX-2 20.00 20L PSX-2 18.00 188 PSX-2 20L PSX-2 OR 20A PSX-2 Z0.00 20.00 22.00 20.00 22.00 22,00 22.00 24.00 24.00 26.00 26.00 2OB PSX-2 22L PSX-2 208 PSX-2 22L PSX-2 22A PSX-2 22A PSX-2 OR 228 PSX-2 24L PSX-2 24A PSX-2 OR 248 PSX-2 26L PSX-2 24A PSX-2 OR 248 PSX-2 26L PSX-2 15" R.C.P. WALL B 26.00 26A PSX-2 24" RV.C. F679 26.00 28A PSX-2 PE TYPE DESCRIPTION KEY L;_I_/D.I, = Cast iron and Ductile Iron pipes produced to AWWA C 151 specification standards. P.V.C. D3034 = PVC pipes produced to ASTM D 3034 specification standards up through 15" s~ze. RMC. F679 = PVC pipe produced to ASTM F 679 specification standards for pipe I.D.'s from 18" through 27". RV.C. D3033 = PVC pipes produced to ASTM D 3033 specification standards. RV.C. D 2241 = PVC pipes produced to ASTM D 2241 specification standards. C 900 RV.C. = Pipes produced to AVVWA C 900 standard specification for Polyvinyl Chloride (PVC) pressure pipe standards. TRUSS = Pipes produced to ASTM D 2680 specification standards. Ft.C.R = Reinforced Concrete Pipes produced to ASTM C 76 specification standards. PIPE DESCRIPTION 24" C,[./D.I, .C.R WALL B 27" P.V.C. F679 24" R.C.R WALL C 27" R.C.R WALL B 27" R.C.P, WALL 30" R.C.R WALL NOMINAL HOLE SIZE/IN. 28.00 30.00 30.00 30.00 32.00 32.00 34_00 34.00 36.00 PSX;POSITIVE SEAL SIZE DESIGNATION 288 PSX-2 30L PSX-2 3OL F'SX-2 OR 3CA PSX-2 3oB PSX-2 32L IPSX-2 328 PSX-2 34L PSX-2 34A PSX-2 OR 348 PSX-2 36L PSX-2 34.00 348 PSX-2 36.00 36A PSX-2 36.00 38.00 38.80 40,00 40.00 40.00 36B PSX-2 3BA PSX-2 40A PSX-2 408 PSX-2 42.00 42A PSX-2 30" R.C.R WALL C 42_00 42A PSX-2 * PIPE TYPE/DESCRIPTION COLUMN: Pipe identification used in this chart is explained in the "key" of this selection guide. FOr information on sizes and types of pipes not listed, please contact our customer service department. NOMINAL HOLE SIZE/IN. COLUMN: These charts have been prepared based on even hole sizes. Any oversizing or undersizing of the receptacle hole will effect the maximum pipes that can be accommodated in any PSX size with a "B" size designation. *** PSX: POSITIVE SEAL SIZE DESIGNATION COLUMN: This column shows the different PSX assemblies that will accommodate each pipe. If more than one size is listed for the same receptacle hole size, consult PSX Connector Cross-Reference to determine which size connector is best suited for each pipe size. PSX: POSITIVE SEAL Connectors are designed to meet and/or exceed the requirements of ASTM C 923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and pipes. Press-Seal believes the information in this publication is accurate as of its Copyright 1990 by Press-Seal Gasket Corp. ,ub[ication date; such intormaSon is subject to change without notice. Press-Seal is not responsible lot any inadvertent errors. U.S. Patent Nos, 42~5868 and 4478437 PRESS-SEAL GASKET CORPORATION 6935 LINCOLN PARKWAY - FORT WAYNE, INDIANA 46804 Phone (219) 436-0521 or (800) 348-7325 FAX (219) 436-1908 Rpm 1G O~ 02: lap COMCRETE PROOUCTS IMC. 866-3262 p.4 POSITIVE SEAL EFFEC -,VE CONNECTOR CROSS--REFERENCE The PSX:POS~T~VE SEAL Gaske~ System was ~ntroduced in 1981. and has grown to be a favorite o~ manhole producers, installation contractors, and engineers This system ~s being used to provide wate~ight flexible connections by hundreds manhole producers across Nodh America. We have made some improvements to the PSX:POS~TtV~ SEAL System that are reflected ~ the cross~referenoe cha~ on the reverse side o~ this page. If you have any questions about our products, please contact our Customer So.ice Depadment. The chad on the reverse side is composed oi eighi columns. An explanation o~ each column is Ibled below: Column 1: "NOMINAL HOLE SIZE": This column reflects the hole d~ameter to the nearest inch. This chad is based on "Even" hole sizes. Variation from the nominal or "Even" hole size may affect the maximum pipe diameter accommodated column 5_ Column 2: "PSX SIZE DESIGNATION": Self-explanalow Column 3: "PSX GASKET C.L/CM.": This is the gasket component cut-length in centimeters. Each gasket is marked with this information, which should be used to idenh~ old assemblies lrom new assemblies with the same designations. All roomed gaskets are listed as N/A lot not applicable. Column 4: 'PSX GASKET I.D./IN.": This is the inside diameter of lhe pipe receiving end of the gasket in inches. This column will be hetpful in determining how much ~he installer wilt have to "Neck-Down" the gasket Io seal any padicular pipe's outside diameter. Column 5: "PSX PIPE O.D./IN., ACCOMMODATION RANGE": This column indicates the range of pipe outside diameters each gasket will seal. Any pipe O.D. larger than the gaske~ I.D. (Co~umn 4), but still within the accommodation range (Column 5); will require the infietd installer lo stretch the gasket slightly to insed the pipe. Column 6: "PSX TAKE-UP CLAMP STD (Q~) PART fi": This column shows our standard Take-Up Clamp qu~nli~ and pad numbers included with each PSX Assembly. Each sAinless steel Take-Up Clamp b imprinted with a pad number. Column 7: "APPROX. SHIP WGH% EA./LB": This column will be hetpiu~ in estimating shipping weights and freight costs. Column 8: "STANDARD PKG. QUANTITIES UPS PALLET": This column will be helCul ordedng and p~anning efficie and freight costs systems. MANHOLE I.D. E~-WALL THICKNESS SIZE RANGE RECOMMENDED PIPE O~D. NOTE: MM Denotes millimeters (rounded to ASTM designation C 76M-86) ends slay aligned on top of each other. )Jesse contact our Customer Service Department. PIPE INSTALLATION 1. After manhole has been set to grade, inspect and clean out inside of 2. insert pipe into connector, untie end of pipe breaks inside plane of 4. T~ghte. take-up clamp(s) with ratchet Dr torque wrench, to 60 in/lbs. torque. 7. Belore uslng the PSX:POSiTfVE SEAL system for any custom PRE - EAL GASKET CORPORATION L NCOLN PARKWAY - FORT WAYNE. INDIANA 46804 Phone (219) 436.-0521 or (800) 348-7325 FAX (219) 436-1908 Bpr 1~ 03 02: lgp COMCRETE PRODUCTS IMC. /2S~) 666-3262 p.5 POSITIVE SEAL CONNECTOR CROSS-REFERENCE EFFECTIVE JANUARY 1995 HOLE SiZE GASKET GASKET PiPE O.D~N. CLAMP STD. SHIP WGHT. QUANTITIES SIZE DESIGNATION C.LJCM, LDJIN. ACCOMMODATION RANGE (QTY) PART # EAJLI~_ UPS PALLET 1~ I 10APSX I 61.5 I 7.33[ 6.50" TO 7.85" I (1)600-128t 5.00 110 100 13B PSX 91.0 11.03 10.25" TO 11,35" (1) 600-232 7,10 9 80 14B PSX 99.0 12.03 11.25" TO 12.25" (1) 600-232 8.00 8 60 16 16L PSX 101.0 12.28 11.50" TO 12.58" (1), 600232 8.00 7 50 16B PSX 115.5 14.10 13.50" TO 14.50" [1) 6~296 9.00 7 50 Z2B PSX-2 183.0 20_05 19.15" TO 20.40" (2) 600-376 13.25 4 2{) 28B PSX-2 213.0 26.32 25.50" TO 26.50" (2) 60H56 17,00 3 15 30L PSX-2 213.0 26.32 25.40" TO 26,60" (2) 60(~456 17,00 ~ 3 12 38 30A PSX~2 219.4 27_12 26..25~ TO 27:40" (2) 600456 17.75/ 3 12 30B PSX-2 229,0 28.32 27.40" TO 28.40" (2) 600-456 18.50 3 12 32L PSX-2 229.0 26.32 27.40" TO 29.80" (4) 80(~296 18.50 3 7 32 32A PSX-2 235.4 29.13 28.25" TO 29.40" (4) 600~296 19.O0 3 7 3ZB PSX-2 241.0 29.83 28.90" TO 38.28" (4) 600-296 19.50 3 7 38B PSX-2 283.3 35.15 34.25' TO 35,50" (4) 80B-29~ 26.25 40L PSX-2 283.3 35.13 34_25" TO 35.50" (4) 60[~378 26.25 N/A N/A 40B PSX-2 309,0 38.35 37.45" TO 38.50" (4) 60O-376 28.50 NJA N/A Specifications subject to change without prior notice. 8pc ~8 03 02:20p COMCRETE P~OOUC~S IMC. [25~ 88B 3282 POSITIVE SEAL , COMPLETE SYSTEM USE EFFECTIVE JULY 1990 C.L/D.I. AND SIZE P.V,C, D3034 TRUSS R.C.P.-B WALL R.C.R-C WALL 0900 P.V.C. 4.21 4.80 8QRS 4.30 O.D. O.D. 8A O.D. 8B gA 8B 6.?-75 9A 6.90 10A 6.30 9A 12Y 12Y 12Y 8.40 9.05 9.40 8" O.D. 11MORllA O,D. 12M OF~ 12.~ O,D. 12AOR 12B 12M 13L 13L 13A OR 13B 13R 16Y 16¥ O_D_ O.D. 1BL O.D. 18L O.D. 20L OR 20A 14" N/A 15.30 18A NrA O.D, 20L 15" 15,30 18A N/A 17.70I 20B 19_50 22AOR 22B O.D. 20L O.D.I ZZL O.D. Z4L 16" N/A 17.40 2OB N/A 18" 18.701 22A 19.50 22A OR 22B 23.09 26A O.D. O.D. 24L O.D. 2~' N/A 21.60 24A OR 24B N/A O.D. 26L 22.047 24A OR 24B 26.50 30L OR 30A 21" O_D. 26L N/A 0.D, 42A ~ on s~zes and types of p~pe not listed, please contact our customer service department, PRESS-SEAL GASKET CORPORATION CONCRETE PRODUCTS SUPPLY COMPANY 'I-800-348-7325 (219) 436-0521 Fax No. (219) 436-1908 MAIL TO: P.O. BOX lO,JR2 · FORT WAYNE, INDIANA 4-6852 SHIP TO: 6935 LINCOLN PARKWAY · FORT WAYNE, ND ANA46804 Rpr 18 03 02:20p COMCRETE PRODUCTS IMC. (2S4) G68-32S2 p.? PiPE TYPE DESCRIPTION KEY C.I./D.L = Ca, st Iron and Ductile Iron pipes produced lo AWWA C 151 specification standards. P.V C. D3034 = PVC pipes produced to ASTM D 3034 specification standards up through 15" ID. size. PV.C. F679 = PVC pipe produced to ASTM F 679 specffication standards for pipe I.D.'s from 18" through 2?% C 900 F~MC. - Pipes produced to AWVVA C 900 standard specification for Polyvinyl Chloride (PVC) pressure pipe standards. TRUSS = Pipes produced to ASTM D 2680 specification standards. FLC.P, = Reintorced Concrete Pipes produced to ASTM C 76 specification standards. MANHOLE STANDARD STANDARD HOLE STANDARD MAXIMUM MANHOLE LD. B-WALL THICKNESS SIZE RANGE RECOMMENDED PIPE INCHES MM INCHES MM INCHES MM INCHES MM 36" 900 4.0" 100 8"-20" 200-500 16.0" 400 42" 1050 4.5" 113 8"-24" 200-600 19.9" 500 48" 1200 5.0" 125 8"-28" 200 710 26.3" 670 60" 1500 6.0" 150 8%34" 200-860 32.0" 810 72" 1800 7.0" 175 8"-42" 200-1060 40.0" 1020 NOTE: MM Denotes millimeters (rounded to ASTM designation C 76M-86) For other precast manhole sizes and structures, please contact our customer service department. PSX: POSITIVE SEAL Connectors are designed to meet and/or exceed the requirements of ASTM C 923 Standard Specification for Resilient Connectors Between Reinforced Condrete Manhole Structures and Pipes. GASKET INSTALLATION 1. Place PSX gasket into hole with holes in power sleeve at the 6,o'clock position 2. Insed studs of hydre~ulic tool into holes of power sleeve and pump hydraulic unit unlil gasket stays positioned in hole wilhdut assistance. 3. Gasket must be aligned square in Ihe hole. 4. Pump hydraulic uftit to expand power sleeve whi~e making sure sleeve ends stay aligned on top of each o~he, 5. After s?~ve ends snap in~o place, lace to face. check gauge Io make 6. Relax power sleeve slightly to interlock the ends securely for a positive PIPE INSTALLATION 1, After manhole has been set to grade, inspect and clean out inside of connector. Clean surface of pipe barrel to be installed. 2. Insert pipe into connector, until end of pipe breaks inside plane of manhole wall, Position pipe in center of connector. 3. Install take-up clamp(si in groove(s) at pipe receiving end of gasket. Check again to make sure interior of connector and pipe barrel surfaces 4. Tighten take-up clamp{s) with ratchet or torque wrench, to 60 in/lbs, Iorque. 5, Adjust pipe I(~ line and grade. Use proper bedding and backfill materials 6. Any pipe stubs installed in the manhole must be restrained from 7. Belore using the PSX: POSITIVE SEAL system for any custom ap- For more specific information about PSX: Positive Seal Connectors please refer to the PSX: Positive Seal Connector Cross- Reference. For more information about PSX: Positive Seal or any other of our seals and accessories for Collection System Cor~struotion, Contact your Local Reinforced Concrete Precast Manhole Producer or our Customer Service Department. Press-Seal believes the inlorrnation in this publication is accurate as ct its publication date; such information is subjecl to change without notice Press-Seal is not responsible lot any inadvedenl errors Copyright 1990 by Press-Seal Ge. sket Corp. U.S. Patent NOS. 4215868 and 4478437 PRESS-SEAL GASKET CORPORATION CONCRETE PRODUCTS SUPPLY COMPANY 1-600-348-7325 (219) 436-0521 Fax No. (219) 436-1908 MAIL TO: P O. BOX 10482 · FORT WAYNE, INDIANA 46852 SHIP TO: 6935 LINCOLN PARKWAY · FORT WAYNE, INDIANA 46804 Installation Accessory Products "T" HANDLE TORQUE WRENCH Press Seal is adding the "T" Handle Torque Wrench into its full line of installation accessories. The "T"-Handle is specifically designed to tighten down the stainless steel take-up clamps used throughout our PSX line of flexible connectors. With its ratcheting effect, the "T"-Handle makes installation of take-up clamps quick and easy. It torques to 60 in/lbs, simplifying "necking down" gaskets on the pipe to proper compression specifications. Call our Customer Service Department for more information. ( PRESS-SEAL GASKET CORPORATION CONCRETE PRODUCTS SUPPLY COMPANY 1-$00-348-7325 · (219) 436-0521 MAIL TO: P.O. BOX 10482 FORT WAYNE, INDIANA 46852 SHIPT'O: 6935 LINCOLN PARKWAY · FORT WAYNE, INDIANA 46804 AS SEEN IN THE PICTURES BELOW, THE SYSTEM IS EASY TO USE. THE PLASTIC INSERT - SHOWN AT LEFT IN PHOTOS - IS EASILY SlID OVER THE ASSEMBLY FIXTURE & LOCKED IN PI.~CE. THE FIXTURE & INSERT ARE NOW READY TO BE INSTALLED IN THE CASTING FORM. THE RESlUENT GASKET PREVENTS CONCRETE SEEPAGE INTO THE INSERT. NOTE THE FINISHED APPEARANCE OF THE CAST-IN HOLE (FAR RIGHT), IMPORTANT DIMENSIONS 21/2'' GASKET +ooo 50 DIA.-.oo5 P L( y~" LOI' 2~" t;' ~ LIFT EYE DIA. CAST STEEL DIA. INSERT ~r- '"ED IMPACT [~,TYRENE) FIXTURE ALL STEEL & ALUMINUM COMPONENTS PRESS-SEAL GASKET CORPORATION CONCRETE PRODUCTS SUPPLY coMPaNY MAILTO' PO 9OXlO~S2 · FoRTWAYNE, ND SC-1 STARCON LIFTING BODY WITH EYE LINK SC-3 STARCON LIFTING BODY WITH CHAIN LINK sr_.-1 sc-3 Meadow Burke's SC-1 Starcon Lifting Body is specially designed with a "T" shaped slot that hooks under the anchor head. The eye link is a solid steel plate with a large round hole to a~bach a cable clevis. The eye link rotates from front to back about a pin in the lift- ing body. This action is an advantage over other existing systems as rigging does not need to be reversed when rotating a panel up and down. Safety Note: All Starcon Lifting Figure 5.1 Bodies with Eyelinks or chains are nroof loaded to 25x SWL and cieaMy stamped w~h a 'CE' indicarJng proof t~st ~vas performed. Alt Starcon Li~ng -- ~ies have approximately a 5:1 safety factor based on Meadow Burke's stated safe work loads. Meadow Burke recommends user to have a regular inspection schedule to determine excess wear, dam age, overl0ading, misuse, modified units or other factors which may affect a lifting unit's performance. Under no circumstances should user modify, apply heat, weld or grind any part of the lifting uniL If eye link should bend for any reason, do not attempt to straighten. Replace with a new eye link .by remov- ing pivot pin and install new eye link and new pivot pin. All necessary parts are in stock and available on a next day basis. The SC-3 LifUng Body with Chain'Link is perhaps the most versatile lifdng unit available. Allows loading in any direction and reduces the load center-of~ravity to the minimum Standard SC-3 has three links of chain and one large eye ring. Lifung Body Safe Wo~ Load W D C L E H S T Mark 1-1.31' 1 2g00 8.9 2.503 5350 1.525 412~ 1.7~ ~.~ 21~ ~.~ 1.1~ ~.~ 5.3~ t~.~ .~ 11.13 1.~ ~.14 1.~.5T 2 ~ 178 3.~ ~ ~.375 ~ I.B~ 47.~ 2.~ ~.~ 1.~ ~.~ ~.~ 1~.~ .~ 17.~ 1.~ ~.~ 3.~5.0T 4 ~ ~.E [.~ I~ 2~ El~'~.~ ~.10 ~ ~.~ 2.~'~.~ 7,~1.~ .875 ~.~ 2.~ 5715 ;.~10.0T , B 1~ 71.1 5B13 47.~ 3.~ 1~ 3.~ ~.~ 41~ 1~.78 ~ ~.~ 10.~13 274.~ 1.1~ ~.59 2.875 73.~ ~12.0 - ~:0 ~ 16 i~ 1~.2 7.313 1~.~ 4 7~ [~.~ 4 ~' 112.73 5.~ 1~ ~ 2.~ ~.91~14 1~ ~.~ 1.~ 41.~ 4_~ 114.~ a) Safety Factor is approximately 5:1. Table 5.t CPI TO: CONCRETE PRODUCTS INC. PO BOX ¢88. HEWITT, TEXAS 76643 (254) 666-4000 January 9, 2002 5124101 FN 34B 10357 PROJECT: WINTER MtX 4500 ps[ min,-2$ days CEMENT 625 LBS. CU.FT, FLYASH 0 LBS. CU.FT. AGGREGATE 1275 LBS. CU.FT. SAND 1340 LBS. Ctj.FT. WATER 23.00 GAL 192 LBS, CU.FT. AIR ENTRAINMENT 0 0,0% 0.00 CU,FT. SUPERPLASTICIZER 55OZ WATER REDUCING AGENT 0 WATER C~MENT RATIO 0,35 YIELD 0.00 CU.FT, SLUMP RANGE BEFORE SUPERPLASTICIZER 2" - 4" 5"-8" SLUMP RANGEAFTERSUPERPLASTICIZER SOURCE OF MATERIALS CEMENT SAND AGGREGATE HOLNAMINC. TYPE1,ASTMC-150 Giflord HD ASTM C - 33 Gifford Hill ASTM C 330 - 89 AIR ENTRAINMENT-- StjpERPLAST1C[ZER ProCrete-Sika WATER REDUCING AGENT WATER .............................................................. CITY WATER V. MANHOLE RINGS & COVERS # 400-24 ~y LID 183 lbs. RING 214 lbs. Manhole Ring & Cover SET 397 lbs. -24 LID RING 190 Flange Manhole S~T 373 lb 21 LID 165 RING 215 nhole.Ring & Cover SET 380 lb # 380-24 P LID 175 lbs. RING 205 lbs. Wa~er-tight Manhole SET 380 lbs. VI. CASING SPACERS Public Works Marketing, Inc. Southern Division: P.O. Box 38~_74, Dallas, TX 75238-0!74 Telephone: (214) 3404226 Fax: (214) 343-7105 Toll Free 1-800 517-0395 Northern Division: Telephone: (4]_2) 933-00F5 Fax; (412) 933-7864 racl racl racl patented casing spacers cased patented casin spacers pipelines r~] SPACER ADVANTAGES: I'm! spacers meet the above requirements with the following advantages over the standard skid and strap application and other models of manufactured spacers. · Spacers are manufactured entirely out of high density polyethylene with NO METAL bolts or attachments required · Spacers are quickly and easily assembled by manually fitting elements one into the other · Tooth insertion method allows on site adjustment to fit a wide range of pipe diameters and coatings · Spacers slide into casing with ease I'll, the leaders in casing spacer technology, has been in business since 1977 and are I$O 9002 CERTIFIED. Their uniquely designed, engineered and patented spacers are respected and their dependability has made them the number one choice of specifiers and installers world wide. _ El Casing Spacers isolate water, sewer and gas pipelines from casings simply and cost effectively. insulators are required to separate casing and carrier pipes with the following criteria. · Must ensure electrical insulation between the two pipes · Permanently prevent bells from sliding or resting on casing pipe · Must fasten tightly on the carrier pipe to ensure no horizontal movement during insertion · Must be made of materials which do not conduct electricity and are permanently resistant to chemical corrosion · Must be resistant to both mechanical and thermal shocks and stresses, particularly during installation · Spacers maintain continual long term support for the carrier pipe and its contents · Spacers provide constant projections around the entire circumference of the carrier pipe. · Spacers provide long term corrosion protection · Spacers can be installed on coated or plain concrete, ductile iron, plastic, ribbed, and steel pipe. The spacers are divided into four groups which address a wide range of pipe sizes and weights. Within each grouping there are varying support heights that allow the spacer to clear bell joints, flanges, couplings, and other jointtng methods. These heights range from .78 inches to 5.11 inches (20 130 mm) Page i SPECIAL APPL)CATiONS: For applications with temperatures in excess of 60~C/140" F, spacers are avaiiable in nylon. Or'-'~quest, spacers can be manufactured in other types of p, ,c material according to the mechanical and temperature requirements of the pipeline. The HDPE spacer is manufactured by injection molding. This gives it a high impact strength and a iow coefficient of friction which exceeds industry standards. Each spacer element represents a flexible section that has a toothed male bul~ strap at one end and an appropriately toothed female slot on the other end. Absolutely no metallic parts are involved in their assembly. This design allows for on site adjustments for any variances within the O.D. range. Coupled with their flexibility they cover all .~pes of pipe from O.D. range 1.18 inches (30 mm) and upward. The spacing of the rings must ensure that the carrier pipe is fully supported throughout its length. To ensure against the effects of differential loading at the entrance and exit points of the casing, two rings are used at the beginning and end of each casing, regardless of pipe size or length. Where mechanically joined pipes, flanges, couplings or bells are involved rings should be installed within i foot (.3 m) on each side of the bell and one in the centre of the pipe, when 18 to 20 foot lengths are used. Selection Guidelines The selection of spacer type depends on the following dimensions: · exact carrier pipe O,D. · exact bell, flange or coupling O.D. · exact casing pipe I.D. · clearance desired between casing and carrier pipe · length of application and tinear weight of filled carrier pipe With the above information and using the charts on pages 5 and 6, the type and number of spacer elements required for each ring and how far they will be spaced can be determined. Instructions For Ring Assembly · In cases where the carrier pipe is plastic, the contact zone between the pipe and spacer should be taped to ensure a textured contact area. Double backed tape should be either self amalgamating or bituminous. ·[nsert the male butt strap three teeth into the slotted female end of the next element. Continue until you have formed a chain of the required number of elements. · To comptete the ring, wrap the spacer loosely around the pipe ano complete the last linking by hand. · Pull each of the butt straps together by hand until the spacer is tightened uniformly on the pipe, · The fina[ tightening is done using the specia[ cramping tool for the spacer type. · The minimum and maximum operating temperatures are 4 to 140°F or -20 to 60°C, Pa~e 3 spacer assemb~ and insertion Specification suggestions for casing spacers Casing spacers shall be used to install carrier pipe inside the encasement pipe. To provide support around the periphery of the pipe should the pipe twist as it is pushed through the casing. The spacers shall be of a projection type that has a minimum number of projections around the circumference totalling the number of diameter inches. For example, 8" pipe shall have a minimum of 8 projections and 18" pipe shall have a minimum of 18 projections. Casing spacers shall use double backed tape to fasten tightly onto the carrier pipe so that the spacers do not move during installation. installation instructions shall be provided with each shipment. Casing spacers shall have a span of 10 feet to 6-1/2 feet dependent on the total load anticipated with the pipe furl of liquid. On sewer pipe, the maximum span should be 6-1/2 feet to prevent sagging of the carrier pipe. The maximum load shall not exceed the load limits per spacer listed in the brochure. These values in the brochure include conservative safety factors for class spacer used. Spacers shall have minimum height that clears the pipe bell or as otherwise indicated on plans. Casing spacers shall be projection type totally non-metallic spacers constructed of preformed sections of high density polyethylene. Spacers shall be ISO 9002 certified for strength and quality. Projection type spacers shalt be RACI type spacers by Raci Spacers North America - A Division of JRWT - Trading Corporation. (Specification suggestion available in electronic form; e-mai[ or disc) TYPICAL ROAD CROSSING L CASING ~ J Page SPACER OPTIONS: pacer elements S and T These spacers are linked by a tongue and groove method. S and T spacers are able to support a maximum weight load of 250 Ib./110 kg. per ring. They are best suited for pipe ranges 1.18 4.13 inches (30 - 105 mm). For installation the Clamping Tool Type 3 is used O.D. range 1.18 - 6.46 inches (30 - 164 mm) S/T SPACER TABLE: SMALL DIAMETER PIPE Spacer elements F and G These spacers are engineered to be used on small to medium sized pipe and are able to support a maximum weight load of 1102 _ lb./500 kg. per ring, F and G spacers are best suited for pipe ranges 3.62 to 17.56 inches (92 to 406 mm). For installation the Clamping Tom Type i is used. F/G SPACER TABLE: SMALL TO MEDIUM DIAMETER PIPE 3.62 : 4.53 4.57 6.02 7.40 8,35 12.36 17.60 Spacer elements P and Q Special The P and Q spacer is designed for that middle pipe O.D. range application. They are able to support a maximum weight load of 1213 lbs. / 550 kg. per ring. The P and q spacers are best suited for the pipe range 6.00 to 12.00 inches (152 mm to 305 mm). For O.D. Ranges above 12" contact your distributor. For installation the Clamping Too] Type 6 is used. P/Q SPACER TABLE: MEDIUM DIAMETER PIPE 5,63 665 795 8 98 9.96 1_130 ! 12.24 Pa~e 5 pacer elements iv1 and N The M and N spacer is designed for that middle pipe O,D. range application. They are able to support a maximum weight load of 2204 Ib,/lO00 kg. per ring. The M and N spacers are best suited for the pipe range 13.31 to 29.88 inches (358 to 764 mm). For installation the Clamping Tool Type 5 is used. 9.96 12 28 M/N SPACER ,,~BLE. ,,,EDM,~, D,.~,~t.,~R PIPE 228 15 55 Spacer elements E and H For large diameter pipe, heavier applications or --long casings where maximum strength is required the E and H elements are used. They are able to support a maximum weight load of 5925 Ib./2700 kg. per ring and are best suited for the pipe range above 24 inches (609 mm). For installation, the Clamping Tool Type 2 is used for support heights up to 90 mm. Tom Type 4 is used for the E 130s. E/H SPACER TABLE: LARGE DIAMETER PIPE 12 64 14 45 16.57 18.35 20.91 24.84 28.78 32 72 3665 40 59 45.67 53 58 63.03 70.87 97.71 112.64 3661 40.55 45 63 53.54 6299 70.83 8307 95.67 112 60 134.41 1030 1031 1159 !160 1360 1361 1600 1601 2799 2110 2430 2860 2861 3414 PHYSICAL CHARACTERISTICS Of SPECIFICALLY DESIGNED HIGH DENSITY POLYETHYLENE FOR RACI SPACERS 3625 PSi 25 N/mm~ ASTM D 638 2900 PSI 20 N/mm2 ASTM D 638 800% 800% ASTM D 638 65 65 ASTM D 2240 >9~0 Ky/inch >37 Ky/mm ASTM 149/64 yes yes Page 6 Casing Spacers and Dual Containment Pipe Spacers Range of Applications: For pipe sizes from 1.5" to 150" + · Municipal Water Pipe and Water Transmission Pipeiine Cased Crossings · Municipal Sewer Pipe Cased Crossings · Oil and Gas Pipeline Cased Crossings and CasinSs along Highways, Roads, and Railroads · Drainage lines that need to be protected and in double containment · Dual Containment pipe application for waste water and hazardous materials (for concentrated hazardous materials please contact your distributor for chemical resistance tables) ,) Please Contact Your Distributor For Prices Public Works Marketing, Inc Specifications for Casing Spacers Casing Spacers shall be used to install carrier pipe inside the encasement pipe. To provide support around the periphery of the pipe should the pipe twist as it is pushed through the casing, the spacers shall be of a projection type that has a minimum number of projections around the circumference totaling the number of diameter inches. For example, 8" pipe shall have a minimum of 8 projections and 18': pipe shall have a minimum of 15 projections. Casing spacers shall use double backed tape provided with the spacers, to fasten tightly onto the carrier pipe so that the spac- ers do not move during installation. Installation instructions shall be provided with each shipment. Casing spacers shall have a maximum spacing span of 10 feet. On sewer pipe the maximum span should be 6 1/2 feet to prevent sagging of the carrier pipe. The span between spacers should result in conservative long term safety provided total load per spacer does not exceed the maximum load for pipe full of liquid per spacer listed in the literature for class spacer used. Spacers shall have a minimum height that clears the pipe bell or as otherwise in- dicated on plans. Casing Spacers shall be projection type totally non-metallic spacers constructed of preformed sections of high density polyethylene. Spacers shall be ISO 9002 certified for stren~h and quality. Projection type spacers shall be RACI ~pe spacers as marketed by Public Works Marketing, Inc., P. O. Box 38174, Dallas, Texas 75238-0174, phone 214-340-4226 or 800-517-0395. The ends of the casing shall be sealed using PWik4 Model 1 WA Wrap around End Seal made of 1/'8" thickness rubber and stainless steel bands. PO Box. S~,4 Dallas. Texas 75238-0174 Phone:a00-517-0395 Fax 21.-~4s-/103 EmaihPWM12(~,~aolcom Public Works Marketing, Inc. Sample Specs Only such connections to existing mains as are necessary to toad, test and sterilize mains under construction with water from City mains will be permitted prior to chlorination of new mains All other connections to existing mains, from the new' main, shall be made only after the new main has been satisfactorily disinfected and the city has authorized the connections. The Contractor will be required to plug and block lines, crosses, tees or other fittings installed in the new main to permit testing and chlorinating prior to the making of connections Such plugs and block- ing shall be aclequate to withstand a test pressure of 150 p.si.g. Where cut-ins are made immediately adjacent to valves which are under pressure, the Contractor shall take ail necessary precautions to brace such valves wkh tem- porary blocking and bracing xvhich shall be of ample size and properly paced to prevent movement or blowing offof any pipe, valves or fittings due to water pres- sure on the main. Item 1 25 CASING PPE FOR ROAD Al,rD CULVERT CROSSINGS Full or split casing pipe for road and culvert crossings shall be smooth, uncoated welded steel pipe with walls not less than 1/4 inch think. Joints, if required, shall be made by butt-welding the pipe sections before jacking or pulling into final loca- tion. Placement of casing pipes and carrier pipes shall be made at the locations and grades specified on the plans It is extremely important that pipes be placed at he grades shown so as to avoid conflict with future proposed storm drainage facilities The Contractor should note that there is minimum clearance between the outside bell diameter of the PVC pipe and the inside of the steel casing, k is the Contrac- tor's responsibility to determine if the clearance is adequate to allow the PVC pipe to be pushed through the in-place casing. If desired, the Contractor may use larger diameter steel casing, but payment for the larger size will be made at the unit price bid for the steel casing specified in these plans and specifcations. Casing spacers shall be used to install the carrier pipe inside the encasement pipe. To provide support around the periphery of the pipe should the pipe twist as it is pushed through the easing, the spacers shall be ora projections type that has a minimum numbeF of?le~ections around~tk9 circumference totaling the number of PO Box.8 ,4 DallasTexas 75238-0174 Phone $00-517-0395 Pax:_14-34.)-,10 Email:PWiMl?aaolcom Public Works Marketing, Inc. Sample Specs...continuecl diameter inches For example, g" pipe shall have a minimum ofg projections and 12" pipe shall have a minimum of 12 projections. Casing spacers shall fasten tightly onto the carrier pipe so that the spacers do not move during installation. Casing spac- ers will be spaced every 10 feet wkh double spacers on each end of the casing. The casing spacers will provide a minimum safety factor of 2 to 1 to support the service load Spacers shall have a minimum height that clears the pipe bell. Casing spacers shall be projection type totally non-metallic spacers constructed of preformed sections of high density polyethylene Projection type spacers shall be KACI type spaces or approved equal. For further specifications on boring refer to the State Permit and TxDot require- ments Item 1.26 PVC SEYVER PIPE )VC sewer pipe shall be either Class 150, C900 Pipe or SDR 25, ASTMD 3034 pipe, as indicated in the plans and the Bid Form. Ductile iron sewer shall conform to Section 2.12.8 of NCTCOG specifications. ACCESS TO EASE1V~MTS AND MA~:IOLES It is believed that the OWNER obtained easements for their sewer mains at the time of their construction This easement would give the City or its authorized representa- tive the right to use these easements at any future date as required to maintain these lines to include associated manholes. In the event that access to the manhole cannot be obtained from public right-of-way along an easement, it shall be the CONTRAC- TOWS responsibility to obtain the necessary permission from property owners for access over private property for his crews form public right-of-way to the easement/ rehab manhole CASING SPACERS Casing spacers shall be used to install the carrier pipe inside the encasement pipe Casing spacers shall-fasten tightly onto the]carrier pipe so that when the carrier pipe is being installed thaspace~rs will not move along the pipeline Casing spacers shall be doubled on each end of the encasement7 PO Box 78174 DallasTexas 75238-0174 Phone: 800-517-0395 Fax: 214-_,,4.7- 10s Email: PWMi2:~,aol corn Public Works Marketing, Inc. Sample Specs...continued Each casing spacer shall be capable of providing suppor~ for the carrier pipe in ser- wce at a maximum spacing of 10'. Calculations shall be provided to the ENGINEER by the casing spacer manufacturer showing that the casing spacer will support the service Icad at the recommended spacing, including a factor of safety of two (2). Cas- ing spacers used under this specification shall meet or exceed the specifications de- scribed herein as projection-type casing spacers. Proj ection-type casing spacers shall be constructed of preformed sections of high density polyethylene. The flexible sections shall be joined together around the pipe to provide a minimum of 16 plastic projections per spacer section. Projection-type casing spaces shall be RACI type F/G spacers, Public Works Marketing, Incorpo- rated, P O Box 38174 Dallas, Texas 75238-0174 Phone (214) 340-4226 or 1-800- 517-0395. The 10' carrier pipe shall use 236" projections, and the lg' shall have 1 6" projections. Encasement pipe shall be steel, of the configuraion and ,,vail thickness shown on the drawing or in the OWNER'S permits. Steel encasement shall be manufactured -from new steel. Reused pipe or pipe materials will not be acceptable. Interior diameter of steel encasement shall not vary more than 1" for the encasement pipe inside diameter specified. Joints shall be securely weIded or banded, and the encasement shall be in- stalled to the straightest alignment feasible. The interior su~'ace of the encasement pipe shall be smooth and substantially free of obstructions CAJLRIER PiPE ExT BORES OR CREEK CROSSINGS The carrier pipe installed inside the encasement pipe shall be of the same material as the main line, unless noted otherwise on the drawings The carrier pipe bells shall not rest on the encasement at any' point along its interior circumference. This CON- TRACTOR shall properly install and prevent the carrier pipe from the possibility of floatation by the use of casing spacers, as described elsewhere herein. CASFNG SPACERS Casing spacers shall be used to center the carrier pipe inside the encasement pipe Casing spacers shall fasten tightly' onto the carrier pipe so when the carrier pipe is be- ing instalied the spaces-will not move alon~ the pipeline. Casing spacers shall pro- vide a total pipe enl,arge, m.9.gt of between 6" and.6.T' (6" to 67" plus the outside di- ameter of the carrier pipe), and shall provide ~. minimum of 2" clearance to the top of the encasement pipe Casing spacers shall b~doubled on each end of the encasement ' '~ ' :14-.~4.>-, 103 _ PO BO×.og] 4 DallasTexas 75238-0174 Phone 80(i-517-0395 Fax:~ ' ' '~ - ErnaikPWMl2[z:aolcom Public Works Marketing, I~ac. Wrap Around End Seal Carrier O.D. ic Seal IX I' 1/8" Neoprene S.S. Worm Gear Casing O.D. PO Box 38174 Dallas. Texas 75238-0174 Phone: 80(}-317-0395 Fax: 214-343-7105 Email: PWMiI~!aol corn VII. COMBINATION SEWAGE AIR VALVE D-025 COMBINATION AIR VALVE FOR SEWAGE - "SAAR" SHORT VERSION Guarantees complete separation of the liquid from the sealing mechanism by creating an air gap at the top of the valve · The air gap ~s guaranteed even under extreme conditions, this is achieved by a conical body shape that maintains maximum distance between the liquid and the Sealing Mechanism; with minimum body length. [] Spring loaded joint between the stem and the upper float, to ensure that vibrations of the lower float will not unseal the automatic valve. Release of air will occur only after the accumulation of enough air. [] Funnel-shaped lower body ensures that the residue sewage matter will sink to the system and be carried away · Self cleaning mechanism tncludes A.R.I patent: Rolling Seal Mechanism. Reliable operation reduces water hammer incidents. Dynamic design allows high velocity air discharge, exceeding 12 psi differential pressure; preventing premature closing. Lightweight, smatl dimensions, simple and reliable structure. All inner metal parts made of stainless steel SAE 316. The drainage outlet enables removal of excess fluids. Body made of Stainless Steel SAE 316 or Reinforced Nylon. Working pressure range: 0.2 - 10 bar. (3-150 psi) Available in 2" (50mm) , 3" (80mm) , 4" (100mm) - Threaded or Flanged, Ordering Upon ordering, please specify: model, size, working pressure, threads/flanges standard and type of liquid. A.Ft.I Flow Control Accessories PARTS LIST AND SPECIFICATION No. Part Material 1 Drainage Elbow 2 Seal Plug Assembly 3. Clamping Stem 4 Float 5. Body 6. O-Ring 7. Crown nut 8 Stopper 9 Spring 1( Washer 11. Stem 12. Body 13. O-Ring 14. Clamp 15. Float 16 Seal 17. Valve 18 Base Polypropylene Reinforced Nylon + E.P.D.M Reinforced Nylon Foamed polypropyie Reinforced Nylon BUNA-N Stainless Steel SAR 316 Acetal Stainless Steel SAE 316 Stainless Steel SAE 316 Stainless Steel SAE 316 Reinforced Nylon/Stainless Sb BUNA-N Stainless Steel SAR 316 Foamed polypropyle Fiber Brass ASTM A124 Reinforced Nylon/Stainless St~ DIMENSIONS AND WEIGHTS Weight Kg. Nominal Size A B Nylon St, St. 2" (50mm) 369 455 3.7 14 3" (80mm) 369 455 3.8 15 4" (100mm) 369 455 3 9 16 KINETIC AIR DISCHARGE CHART OUTFLOW 2,, 50 150 250 350 FlOW m3/h INFLOW Flow -250 150 ORIFICE SIZE AREA mm2 AUTOMATIC AIR DISCHARGE CHART Automatic Orifice 12 Kinetic Or[rice 804 2O Threades: BSPT/NPT Flanges are available in BSFSO/ANSI standards. ~00 150 200 D-020 COMBINATION AIR VALVE FOR SEWAGE - "SAAR" Guarantees come ere separabon of the I~c J~a from the seai~ng mecnamsrr Dy creaung an a~r gap at tee zop of [ne valve · The a~r gap, guaranteea even under extreme cono~z~ons s acn~vea Dy a con,car r)o~/ShaDe tl~at maintains maximum dts(ance r>ebNeen tee ~(]u~o and the Sealing Mechanlsrr wn~le obtaining m[mmurn ao(~y length. · Spring [oaoeQ joint DeWveen ~ne stem and tne uDDer float to ensure ma~ vibrations of the lower float w~l not unsea~ ~ne automatic valve Release of air will occur oR~y after tee accumu ation of enougn a~r · Funnel~shaoed lower Do(]y ensures '~nat zl3e residue sewage matzer Will s~nK tO tne system and De carried away. · Self cleamng mecnantsm, Ir~c Jdes A.R.I career: Rolhng Sea' Mechamsm The valve may be flushed through a ball vatve at the vatve's lower Dar'L Reliable operauon reduces water hammer incidents Dynamic oestgn a~iows high velocity a~r dlsci3arge exceeding 0.8 oar different~at pressure; preven~tf~g premature closing. Ligntwelgf~, sma dtmens~ons, s~mple and reliable structure All inner metal Da~S made of stainless steel, The drainage outlet enables removal of excess fluids. Standarc mezal body ~ baked polyester coating. Avat/abfe with a Stainless Steel bcd> or riisan and enamel coatings. Worktng pressure range: 0.2-16 bar. (3-230 ps~,. Ava iable in 2" f50mrnl - 8" 200mm Ordering Upon ordering, please specify: model, size, working pressure, threads/flanges standard and type of liquid. A.R.I F,ow control Accessories PARTS LIST AND SPECIFICATION No. Part Material 1. Drainage Elbow Polypropylene 2. Seal Plug Assembly Reinforced Nylon 3. Float Foamed Polypropylene 4. Clamping Stem Reinforced Nylon 5. Body Reinforced Nylon 6. Cover Steel DIN ST. 37 7, O Ring BUNA-N 8, O-Ring BUNA-N 9. Crown Nut Stainless Steel SAE 316 10. Plastic Base Reinforced Nylon 11. Stopper Acetal 12. Spring Stainless Steel SAE 316 13. Washer Stainless Steel SAE 316 14. Bolt and Nut Galvanized Steel Chromate Plated 15. Stem Stainless Steel SAE 316 16. Float Stainless Steel SAE 316 17. Ball Valve Brass ASTM A124 / Polypropylene 18. Body Steel DIN S%37 L A DIMENSIONS AND WEIGHTS Nominal Size A B Weight Kg, 2" (50mm) Threaded 422 644 165 2" (50mm) Flanged 422 605 17.5 3" (80mm) 422 605 18.5 "~4" (100mm} 422 605 19.5 6" (150mm) 422 610 21.0 8" (200mm) 422 610 24.0 ORIFICE SIZE AREA mm2 Automatic Orifice 12 Kinetic Orifice 804 KINETIC AIR DISCHARGE CHART OUTFLOW 04 Q_ 0 I 50 150 250 35(} ~ Flow m3/h INFLOW Flow 250 150 -5 AUTOMATIC AIR DISCHARGE CHART 2O © 5O L._ FLow m3/h Threades: BSPT/NPT. Flanges are available in BS/ISO/ANSI standards, lOO 150 200 VIII. MISC.-FLANGE BOLT & GASKETSETS,~ MEGALUGS, DETECTABLE TAPE 3320 Stuart Dn Ft. Worth, TX 76110 817-921~5501 817-92%2782 fax B -Tile Bull Strong Tough Products for -o(~gh Jobs BOLTING SPECIFICATIONS- PL~IN FINISH Standard Bolt and Nut Sets, Capscrew Sets and Flange Paks contain Hex Head Machine Bolts and Hex Head Capscmws I/A/'W ASTM A307 Gr. A. Their dimensional specifications are i/AAH ASTM A563 Gr. A. All Bolts, Screws and Nuts have National Coarse threads, C 1.2A fit_ BOLTING SPECIFICATIONS - STAINLESS STEEL Bolt and Nut Sets contain Hex Head Machine Bolts I/AAN ASTM F593 Gr. 18-8. q'heir dimensional specifications are IJAAN ANSI/ASME B18.2.1. Finished Hex Pat{em Nuts are I/A/VV ASTM F594 Gr. 18-8, All Bolts and Nuts have Na~tional Coarse threads, C 1.2A fit_ BOLTING SPECIFICATIONS - B7 Alloy Stud Bolt and Heavy Flex Head Bolt material is I/AAN ASTM A193 Gr, B7. Threading is ASME BI.1 class 2A National Coarse threads for bolts up to 1 inch a.r~d 8 thread series for bolts above 1 inch. Nut material is I/A/VV ASTM A194 Gr. 2H. Heavy Nuts ,I/AAA/ASME B18.2.2 have C1_2B course series threads for nuts up to 1 inch and 8 thread series for nuts above 1 inch. Standard Bolting Material provided will generally be of an import manufacturer. Domestic material available on request. GASKET SP ECIFtCAT1ONS F!ange Gaskets dimensional requirements are VAAA/ ANSI/ASME B16.2l_ For physicaI characteristics please reference the attachment. Meci-~anics2 jo~l restraint sP, a]] be kncorporated into Lhe design of the -- %llower gland The restraining mechanism sha~ consmt of mdividuaJ/y 3tuatsd wedges that increase their resistance to puli-out as pressure or ex%ernal threes increase. The device ~halI be capable of ~ mechanical ioin~ defleciron dur~v,g assembly ~nd the i~eyabfli%y of the )oint shall be main%ained af~er burial. The joth~ restr~m~ mag and l%s wedging componems BRH~iF SPECIFICATIONS FOR 1100 SE~S can be used on g~ey iron pipe if the pipe is not severely corroded and is rA REAR VIEW 075 t 0.12 C SECTION A-A i '~ FRONT VIEW D SECTION B B 012 (~) NUT (~) SPACER ~) SHOULDER BOLT ~ WEDGE 1142 145.7S 4.56 44.67 I50.~2 3.88 la,', g8 Z8 5587 55.57 5348 MagnaTec® Ti e standard detectabb product used for bcation and early warning protection underground lines. · ~u{ti-k~¥~r construction offers permune~ce s~rengt~ ~nd ]oc~t~biJity. str~]est bom be~eea byers t~ prevent delamin~tian. · ]aid black ie~ers bdude mes~ege and installation recommendations. · Silver foil shows through on the front and the buck far exce]ient dig-in visibili~. Use widesl tape possibb and bury as cbse to ~No~W r - ~'2,~I~dv;~SE'kg; Qty. ~kg .31-a21 2" x 1000' CAUTION WATER LINE BELOw Blue/silver 5.0 6 30.5 ; 1-022 3" x 1000' ~EW 31-016 3" x 1000' 31~052 2" x 1000' 31-053 3" × 1000' 31-055 8" x 1000' fEW 31-042 2" x 1000' ew 31-123 3" x 1000' Ew 31-099 2" x 1000' 31-100 3" x 1000' CAUTION WATER LINE BELOW Blue/siIver 7.0 4 30.5 CAUTION WATER LINE BELOW Blue/silver 14.0 2 38.5 CAUTION POTABLE WATER LiNE BELOW Blue/silver 7.0 4 30.5 CAUTION SEWER LINE BELOW Green/silver 5.0 6 30.5 CAUTION SEWER LiNE BELOW Green/silver 7.0 4 30.5 CAUTION SEWER LINE BELOW Green/silver 14.0 2 30.5 CAUTION STORM DRAIN BELOW Green/silver 7,0 4 30.5 CAUTION FORCE MAIN BELOW Green/silver 5.0 6 30.5 CAUTION FORCE MAIN BELOW Green/silver 7,0 4 30.5 CAUTION FORCE MAiN BELOW Tan/silver 5.0 6 30.5 CAUTION FORCE MAiN WATER ~-~n/siiver 7.0 4 30.5 CAUTION RECLAIMED WATER LINE BELOW Purple/silver 5.0 6 30.5 CAUT1ON RECLAIMED WATER Purple/silver 7,O 4 30.5 BELOW DO NOT DRINK ~r GAS UTILITYTAP[7~'~MAGNATEC ~: ' STOCK Item No, Width x Length Message Color ]ndv. Wt. Pkg. Qty, Pkg. Lbs. 31~140 2" x 1000' CAUTION GAS LINE BELOW Yeflow/mlver 5.0 6 30.5 3%141 3" X 1000' CAUTION GAS LiNE BELOW YeLlow/silver 7.0 4 30.5 31-143 6" x 1000' CAUTION GAS LiNE BELOW Yellow/silver la.U 2 30,5 31-087 2" x 1000' CAUTION OIL LINE BELOW Orange/silver 5.0 5 30.5 - STOCK 31-i06 2" x lOgO' CAUTION ELECTRIC LINE BELOW Red/silver 5.0 6 30.5 31-107 3" x 1 gOO' CAUTION ELEC-RIC LINE BELOW Red/sliver 7.0 ~ 30.5 31-i09 6" x i000' CAU%ON ELECTR!C LINE BELOW Red/silver 14.0 2 305 SPECIFICATIONS ConsisB ora m~mum 5.0 nfl[ (0.005') o~mll thic~ess, wi~ no less ~an a 35 g~uge (9_00035') solid aluminum foil core. ~e foil must bc ~sible from BOTH si~s. ~e laye~ shall be Immt~ teg~hcr ~Mth ~hc e~msion lminarion pr~s~ not adhesives. Fuffi~er, ~em shall be NO i~ or p~nfing exxending to ~e ~g~ of fl~e mpc. ~e a~ive w/Il NOT mnmin ~y dilu~m, pi~anm, or canmmin~rs and }s ~[ally fo~ul~ m resist degradation by elemen~ no,ally en~ter~ in the soil, Ail printing s~ll be en~ to avoid [~ II. III. IV. TEST DATA PROPERTY METHOD VALIIE ' 'FnSckness ASTM D2105 5.0 mils Term{lo strength AST/~f D882 25 lbs/inch (5500 PSI) Blcrng~afion ASTM D8824g <50% at brelfic Printzbility ASTIvf D2578 >50 d.xmes/cm~ Flex/bil~t3- ASTIVf D671-81 pliable ~ l~<s Mfg. specs_ hear ,,~::t Mylex Message repelZ Mfg specs_ eve~ 20 inches Foil Mfg. specs_ deadso['dmmealled Top layer Mfg. sp~cm ~{rg~,t PET Bottom layer Mfg specs, x4rg/n LDPE Adhesives Mfg. spt:em >30% solid 1.5/~/1~ Bond ~reng~ Bo/ling raft0 5 hours w/0 peel @ 100°c Colom APWA Code see below APPROVALS A. Departmenz of TmnsporZafion, Materials Transportation Bureau, 0fi]ce cf Pipeline Safety, USAS code for pressure piping B3 i.$, par~-n-aph 192.321 0'). B. National Transpormrlon Safe~ Board, Washington, DC, Special Study prevenfioa of Damage ro Pipelknes. Adopte~ Iune 7, 1974. R~port N'TSB-PSS-73,1. C. American Petroleum La, mt, (APl). Recommended practice for marking buried liquid p~rolcum pipelincs-API RP 1109. D. General Serv/ces Administration, Washington, DC, Public Buildings Serv/ce Guide Specification for Meeb~m/cal and Electrical Equipment-PBS 4-150], Amendment 2, page l 501-14, paragraph i8, subparagraph i8,1, clause lg,t.l_ B. Rum[ Elecr_r/ficarion Au~ority (~C[.A), U:S. Dept, o£Agricuknre, W~ksl-dngron, DC, N-a~onxl Electrical Safety Code for Underground Construct{on for remote and immediate COLOR CODE Safetw Red--Electric poweL distribution and trans,'rdssinn and municipa/electric systerrm. Hil~h Visibilitv Sxfe~ Yetlow-4TTas and oil distribution and tmaasmission, d~ngerous ma~fials, product mad xteam_ Safety Alert Oran~e--Te!ephone and telegraph systems, police and fire ccrmnunicatiorm and cable ruler/sion_ Safetw Precaution Blue--Water systerrm and slurry pipelines. Safe~ Green-Sanitary and st~n~ sewer sysmrns, Sa[etw Brown-Force rnains~ recla{med wat~ Ilncs and effluent re-use lines, Alert Purple--Reclaimed non-potable water lines.