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SC-Coppell HS-SP 871209I E' iueljv t6 i", Wc M Ir" MI - Irings __Uass Ou, lou an zuu:.�­ Meets _AWVVA C90 9 0" -min 11 fite - .w at er jig all! `74 l hw . �t • ssc Ire 2_1 SRViCE SADDLE - BROW 2E T -975 Sinvle flat silicon bronze strap and bronze nuts. \ominal Pipe Sizc Pipe 0.1). Lange, Inches CC or 11' CC or I 2" 2.37- 2.75 / " - I" 3" 3.80- 4.50 2 2Vz 4" 4.80- 5.45 '1 %" 6" 6.00- 7.75 1 /" — 8" 8.00 -10.00 -y "_l %" ]o" 11.10- 11.95 — I2'�S` 13.92 -14.73 %t" 1 " — 0 \ 1 % FOR GENERAL COMPLIANCE WITH ®OCUMMEWS. W - GLASS, INC. + - � AL NO: b J -979 Double flat silicon bronze strap and bronze nuts. Nominal Pipe Size Pipe 0.1). kant;e, Inches CC or 1P 3" 3.50- 4.50 2 2Vz 4" 4.80- 5.45 '1 %" 1" 1 %" 1 /" — — 6" 6.00- 7.75 %" V8 " I /" 2" 2/" 8" 8.00 -10.00 Y4 " %" 1" I /" I /" 2" 2 %2 " 10" 10.00 - 11.95 l" 1 /" 1 /" 2" 2/" 1 12.00-15.00 '" s/s" 1" I %" 1 2" 2%" 14" 16.32 -17.26 /" s/" 1" 1 /" I /" 2 " 2%" 16" 17.40 -19.68 '" %" 1" I/" I%" 2" 'Y" WHEN ORDERING i. The above pipe O.D. Ranges are only guidelines. 2. Specify size and type of pipe the saddles will be used on. 3. Give size and type of tap thread. 4. Specify catalog number. For example: 6" A.C. x 2" Corporation Thread J -979. s JAMES JONES COMPANY • 4927 Temple City Boulevard • El Monte, Calif. 99734 TELEPHONE: Area Code 848 - 443 -6191 SINCE 1892 A -1 Working Pressures: 2" -12" — 200 lbs. Cold Water 14" -36" — 150 lbs. Cold Water ■ Non - Rising Stem ■ Inside Screw ■ Parallel Seats ■ Double . Disc IR ON GATE VALVES A. W. W. A. HYDROSTATIC TEST PRESJ E: 3" -12 ": 400 psi. - 14 " -36 ": 300 psi. Part No. DESCRIPTION MATERIAL A.S.T.M. SPEC. ?,V�/ 1 lHex Nut I Steel (Rust Pro I A -307 Grade B 2 Operating Nut Cast Iron A -126 Class B 3 Stuffing Box Cast Iron A -126 Class B 4 Bonnet Stuffing Box Nut Steel (Rust Proof) A -307 Grade B 5 "O" Rings Rubber 71316 6 1 Hex Head Bolt Steel (Rust Proof) A -307 Grade B 1 :7 BBonnet Bushing Bronze B -62 8 Bonnet Cast Iron A -126 Class B 9 Stem Mang. Bronze B -132 Alloy A 10 Bonnet Bolt Steel (Rust Proof) A -307 Grade B 11 Bonnet Nut Steel (Rust Proof) A -307 Grade B 12 Gasket Asbestos 13 13 Stem Nut Mang. Bronze B -132 Alloy A 14 Seat Ring Bronze B -62 15 Disc Ring Bronze B -62 16 Disc Cast Iron A -126 Class B 17 Wedge Pin Bronze B -62 18 Body Cast Iron I A -126 Class B 19 Stuffing Box Gasket Asbestos 1' /e 1% 20 Thrust Washer -10" & Larger Bronze /Teflon 11 ; 14 4- '/8 4 % 1A" *k­, 'Zr- 12 SIZE a A B C E F G H J K L M_ 2 1 382 71316 21316 8/6 8 % 4 3 /e 6 1 43/, 2'/4 I 3 j 713 F 21316 3 ; 8 /,6 12'/, g 10 '/< 1% 4 6 B % 6 10% 5 64 2- 3 /, 2 2 4 4 9 i6 4 7 /, 6 13 10 1 8 % 14 7% 2- % 2- ie 11'/, 6 4 17 e 12 1 4 1D z 20 9% 4 %, 2 a H 10 8 13 5;8 8 21 % 257� ]4 16 1' /e 1% 12 14 % % 26% 3212 11 ; 14 4- '/8 4 % 2• 4- 12 14 9 292 18 1e 16 % 38 164 4 e 4- ' /a 14 1) 10 33 18 1 16 '/ 45 18 6 % 4 l e 16 18 24% 24 20 24 13 17 39 47'/, 20 20 1% 2 20 20 ; 3 / 4 51 51% 51% 21 F3 4 8 % 4 20 24 24% 294 24 2431 17% 17 16 53 594 24 30 2% 2' /e 22 24 % ,/ 63Y 16% 254 30 10 % 10 % 4 - e 6 30 32 32 24 11 A 30 2 i 32 1 293 36% 14 -1% 6 -1ie 36 37% 37 29? i 88 30 3 36 1% 288 43 a 18.1 4 my, a = WITH PYPASS * *TWO SLOTS ON HORIZONTAL CENTER LINE A = WITHOUT BYPASS ** *WITH SPUR GEARS B = LAYING LENGI. E = DIAMETER OF HANDWHEEL WHEN SPECIFIED G = NO. OF BOLTS K = DIA. OF BOLT CIRCLE H = DIA. OF BOLTS L = NO. AND DIA. OF HOLES J = NO. OF TURNS TO OPEN M = NO. AND SIZE OF SLOTS UP TO 12" UP TO 12" OVER 12" OVER 12" BODY MARKING BONNET MARKING BODY MARKING BONNET MARKING SIZE A.W.W.A. YEAR SIZE A.W.W.A. KENNEDY 20OW 150W YEAR KENNEDY A" am-AL Mechanical Joint Ends *APPROXIMATE INTERNAL DIMENSIONS AGREE WITH USAS- A21.11 AND A.W.W.A. C -111 FLANGED ENDS ARE 125 LB. AMERICAN STANDARD END FLANGE DRILLING A.W.W.A. SPEC. C -500 KENNEDY VALVE D*vis'on of ITT G rinnell Valve Co. Inc. Fir_ r71Y WFIrWTS — POUNDS SIZE 2" 1 2 3" 1 4" 1 6" 8" 1 10" 1z' WT. 30 41* 65 1 95 1 154 242 1 382 545 SIZE WT. 14" 725 16" 1120 18" 1400 20" 1839 24" 3200 30" 5654* 36" 8834* C t�Jq 2 I � - C.3 O � 0 0 W W Z ._. E O• 'C cc 2 V m V O� ; O J a a m- , s = N . , to o e ._ -� Z z 43 cc th W v_ .+ o O F W ° s g v v M CL ° ° a .g � > C C t W .. 3i cc CL U LAJ I's g, g 0 ui �.i� 00 Gl 3 REVIEWED FOR G84ERAL COMKIAMDE WnM CONTRACT DOCUMEMS. SPAW - GLASS INC, SINNED: DATE: TRANSMITTAL NO: _ o - Mueller° Centurion° Fire Hydrant 150 p.s.i. (1034 kPa) working pres- sure — 300 p.s.i. (2068 kPa) test pressure. Compression type main valve closes with the pressure. ® Hydrant fully complies with Centurion Fire Hydrants • Bury lengths available American Water Works Association Standard C -502. A variety of choices can be made regarding several fire hydrant features — see page D1 -6 for additional information. ft -in 1.6, 2 -0, 2-6, 3-0, 3.6, 4 -0, 4.6, 5-0, 5.6, 6-0, 6-6, 7 -0, 7.6, 8 -0, 8-6, 9-0, 9.6, 10-0 M 0.46, 0. 1, 0.76, 0.91, 1.07, 1.22, 1.37, 1.52, 1.68, 1.83, 1.98, 2.13, 2.29, 2. 44, 2.5 2.74, 2.90, 3.05 Mueller© Modern Centurion® Fire Hydr 150 p.s.i. (1034 kPa) working pC merican Water Wo s Association sure — 300 p.s.i. (2068 kPa) tesandard C -502. variety of choices pressure. Compression type mai n be ma egarding several fire valve closes with the pressure. eatures — see page D1 -6 for Hydrant fully complies with additional information. Modern Centurion Fire Hydrants Bury lengths available ® tt�i nn M 1.6, 2 -0, 2.6, 3-0, 3-6, 4-0, 4.6, 5-0, 5-6, 6-0, 6-6, 7 -0, 7-6, 8 -0, ", 9 9.6, 10-0 0.46, 0.61, 0.76, 0.91, 1.07, 1.22, 1.37, 1.52, 1.68, 1.83, 1.98, 2.13, 2.29, 2.44, 2.59, 2.74, 2.90, 3.05 M V ELLER CO. DECATUR, ILL.= NeW See page D1 -6 for ordering instructions *Nominal sizes. Other sizes can be specified — see page D1 -6. — Nominal size. *Nominal sizes. Other sizes can be specified — see page D1 -6. "Nominal size. E NP�� N� SZR��610`L sg, i re LU v O LU N N z x U. 0 ❑ roL w m F a C �+ w p a 3 V m Z 0 o LU 80 �� a o � o s U e L -o d cp : co W CC g ; " 78 c R $ • M ® ... A G r ui ca -a 3 d o -o is o Iw m E wrn�+ REVIEW F���S. C OWWU C6NT�► � . GLASS, INC. SP A SIGNED: DATE: _ o T NO: l CITY OF COPPELL SUBDIVISION ORDINANCE NOVEMBER 1985 Prepared By: Ginn, Inc_ Consulting Engineers Dallas, Texas 17. Poly -rap all MJ fittings, valve risers, tapping saddles and hydrant lines. 18. The initial cost of purchase and installation of meter, check valves, etc. (i.e. items associated with water availability) shall be paid for by the developer or builder, os directed by the City. 19. Restraining glands and galvanized "all thread" rods shall be provided on all bends with concrete thrust blocking and polywrap. 20. Tapping sleeves: Stainless steel tapping sleeves for PVC piping with thrust blocking; solid sleeve (cast iron) for ductile iron pipe with thrust , blocking. 21. City will operate all valves for loading, � testing, or blowing off new lines. , B,__Engineering_Design The Engineering design shall conform to the criteria set forth in the "AWWA" Standards, as published by the American Water Works Association. C. Specifications The specification for materials and workmanship shall conform to the "Standard Specifications for Public Works Construction," as published by North Central Texas Council of Governments. Appendix A 38 irviffill Subsidiary of r ---- GRAY CAST IRON TAPPING SLEEVES Tyler Corporation I 1 0 vItWED FOR GENERAL �MpLIAIVCE W17N NTRACT DOCUMENTS. SPAW - GLASS, INC. NED: TRANSMITTAL NO: Tapping Sleeve Dimensions and Weights 5. 149 -CI for Cast Iron /Ductile Iron • SIZE A B C D E 6 x 4 5.016 .250 7.50 17 9.00 6 7.016 .312 9.50 17 9.00 8 x 4 5.016 .250 7.50 19 10.50 8 x 6 7.016 .312 9.50 19 10.50 8 9.016 .312 11.75 19 10.50 10 x 4 5.016 .250 7.50 19 11.00 10 x 6 7.016 .312 9.50 19 11.00 10 x 8 9.016 .312 11.75 23 11.00 10 11.016 .312 14.25 23 11.00 12 x 4 5.016 .250 7.50 20 12.00 12 x 6 7.016 .312 9.50 20 12.00 12 x 8 9.016 .312 11.75 20 12.00 12 x 10 11.016 .312 14.25 26 12.00 12 13.016 .312 17.00 26 12.00 5- 349 -AC for Asbestos - Cement Cl Wt. 220 225 275 280 295 388 392 455 470 469 471 482 595 605 AC Wt. 215 220 260 265 280 360 365 425 435 431 433 444 555 565 ` -17 -86 Tyler Pipe /Utilities Division 0 P.O. Box 2027 a Tyler, Texas 75710 • (214) 882.5511 • Telex 88 -0175 5-27 O D. RANGE 5. 149 -CI 5- 349 -AC Min. Max. Min. Max. 6.85 7.15 7.15 7.56 6.85 7.15 7.15 7.56 9.00 9.35 9.35 9.75 9.00 9.35 9.35 9.75 9.00 9.35 9.35 9.75 11.04 11.45 11.90 12.31 11.04 11.45 11.90 12.31 11.04 11.45 11.90 12.31 11.04 11.45 11.90 12.31 13.14 13.56 14.08 14.50 13.14 13.56 14.08 14.50 13.14 13.56 14.08 14.50 13.14 13.56 14.08 14.50 13.14 13.56 14.08 14.50 Cl Wt. 220 225 275 280 295 388 392 455 470 469 471 482 595 605 AC Wt. 215 220 260 265 280 360 365 425 435 431 433 444 555 565 ` -17 -86 Tyler Pipe /Utilities Division 0 P.O. Box 2027 a Tyler, Texas 75710 • (214) 882.5511 • Telex 88 -0175 5-27 Tyler Pipe Subsidiary of Tyler Corporation Sample Specification Cast Iron Mechanical Joint Tapping Sleeves furnished by Tyler Pipe Industries, Inc., Tyler, Texas are produced in accordance with manufacturer's standards. Chemical and physical properties of the gray cast iron are in accordance with the requirements of ANSI /AWWA C110/A21.10 -82. Recess dimensions are per Manufacturer's Standardization Society standard practice SP -60, 1976 edition. GRAY CAST IRON TAPPING SLEEVES I It MJ for Cast Iron or Ductile Iron Pipe C.I. /D.I. O.D. RANGE Mechanical joint tapping sleeves — for 4" through 12" cast Sleeve Size Barrel Size, Inches iron or ductile iron pipe. 4" - -- - -- - -- e Outlet flange per MSS SP -60 6" 6.85 - 7.15 ® Gaskets furnished with armor -tip ends 8" 9.00- 9.35 • Working pressure — 200 p.s.i. 10" 11.04 - 11.45 MJ for Asbestos - Cement Pipe 12 " 13.14 - 13.56 Mechanical joint tapping sleeve — for 4" through 12" A -C ASBESTOS - CEMENT O.D. RANGE pipe; designed to accommodate Class 150 and Class 200 Sleeve Size Barrel Size, Inches A -C pipe. 4 „ _ _ o Outlet flange per MSS SP -60 6" 7.15- 7.56 a Gaskets furnished with armor -tip ends 8" 9.35- 9.75 3 Working pressure — 200 p.s.i. 10 11.90 - 12.31 12 " 14.08 - 14.50 General Installation Instructions for Tyler MJ Tapping Sleeves 1, Clean pipe — insert side gasket into back half of gasket grooves. Make sure ends are flush with or slightly protrude into the end gasket seating area. 2. Bolt sleeve halves together and trim side gaskets as necessary. MAKE SURE SLEEVE WILL ROTATE FREELY ON PIPE. & Install end gaskets, locating cut ends 90' from side gasket. If pipe is maximum OD, stretch gasket to make certain cut ends match with no gap in between. A. Install glands and bolts — rotate sleeve to desired position. Be sure pipe is centered inside the sleeve. S. Tighten gland bolts alternately, using 80 to 90 foot pounds. A defter assembly PRESSURE TEST ALL JOINTS BEFORE TAPPING If dd't' 1 t' ht d I a i Iona 1g ening 1s require re ease pressure and relax tension on gland bolts before tightening side bolts. 5 -28 Tyler Pipe /Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (214) 882 -5511 • Telex 88 -0175 3 -17 -86 Tyler Pipe Subsidiary of DUCTILE IRON AND /OR GRAY IRON _f Tyler Corporation MECHANICAL JOINT DIMENSIONS SAMPLE SPECIFICATION 2" THRU 36" MECHANICAL JOINT FITTINGS shall be gray or ductile iron class 250, and shall be produced in strict accordance with ANSI /AWWA C110 /A21.10 and ANSI /AWWA Clll /A21.11 and shall conform to details fmd dimensions published therein. JOINT DIMENSIONS IN INCHES FOR MECHANICAL JOINT FITTINGS DIMENSIONS IN INCHES Size A B C D F 0 X J K' K L M N O P S Y 412 2.50 2.50 3.39 3.50 2.61 28 % 4.75 6.25 6.25 .75 .62 .50 .31 .63 .44 .08 3 3.96 2.50 4.84 4.94 4.06 28 3 /4 6.19 7.69 7.69 .94 .62 .75 .31 .63 .52 .12 4 4.80 2.50 5.92 6.02 4.90 28 7 /6 7.50 9.12 9.12 1.00 .75 .75 .31 .75 .65 .12 6 6.90 2.50 8.02 8.12 7.00 28 74 9.50 11.12 11,12 1.06 .88 .75 .31 .75 .70 .12 8 9.05 2.50 10.17 10. 27 9.15 28 '/a 11.75 13.37 13.37 1.12 1.00 .75 .31 .75 .75 .12 10 11.10 2.50 12.22 12.34 11.20 28° % 14.00 15.69 15.62 1.19 1.00 .75 .31 .75 .80 .12 I 12 13.20 2.50 14.32 14.44 13.30 28 7 k 16.25 17.94 17.88 1.25 1.00 .75 .31 .75 .85 .12 14 15.30 3.50 16.40 16.54 15.44 28° 74 18.75 20.31 20.25 1.31 1.25 .75 .31 .75 .89 .12 16 17.40 3.50 18.50 18.64 17.54 28 '/e 21.00 22.56 22.50 1.38 1.31 .75 .31 .75 .97 .12 18 19.50 3.50 20.60 20.74 19.64 28 7 /, 23.25 24.83 24.75 1.44 1.38 .75 .31 .75 1.05 .12 20 21.60 3.50 22.70 22.84 21.74 28 1 /e 25.50 27.08 27.00 1.50 1.44 .75 .31 .75 1.12 .12 24 25.80 3.50 26.90 27.04 25.94 28 '/s 30.00 31.58 31.50 1.62 1.56 .75 .31 .75 1.22 .12 30 32.00 4.00 33.29 33.46 32.17 20 1' /e 36.88 39.12 39.12 1.81 2.00 .75 .38 1.00 1.50 2 36 38.30 4.00 39.59 39.76 38.47 20' 1' /. 43.75 46.00 46.00 2.00 2.00 .75 .38 1.OA 0�N�2 *Not included in AWWA C110 ,ACCESSORIES AND WEIGHTS *Wt. of Gland, Pipe Bolts Bolts and Barrel ' Size No. Size Lgth. Gasket, Lbs. O.D. *2 3 4 6 8 2 4 4 6 6 % %* '/. 3 /, % 3 3 3'/2 4 4 3.5 7 10 16 25 2.50 3.96 4.80 6.90 9.05 10 8 3 /, 4 30 11.10 12 8 % 4 40 13.20 14 10 %, 4'/2 45 15.30 16 12 % 4'/2 55 17.40 { 18 12 3 /, 4' /s 65 19.50 20 14 % 4'/2 85 21.60 24 16 % 5 105 25.8.0 30 20 1 6 220 32.00 36 24 1 6 285 38.30 *Hot included in AWWA C110 14" THRU 4 MAY BE T. ANSI /AWWA C1 10 /A21.10, ANSI /AWWA C11111 /A21.11 5 -2 Tyler Pipe /Utilities Division *P.O. Box 2027 *Tyler, Texas 75710 * (214) 882 -5511 * Telex 88 -0175 3 -17 -86 W LIJ ui cr- M z ui w ui cc LL- DOCLVMFNTS co ca FOR IN El ot4TRAC L ASS, P ' V V S ...... ..... . ................ U.1 ui LU T. Description Pipe conforms to ASTM D2241 for Standard Dimension Ratios: 125 psi pipe —SDR 32.5; 160 psi pipe —SDR 26; 200 psi pipe —SDR 21. Extruded from clean, virgin, approved class 12454 -A PVC resin compound conforming to ASTM Specification D1784. Rubber rings conform to ASTM D1869 and F477. �cplications Rural water, agricultural and turf irrigation pipelines. The pressure rating of the pipe -125 psi, 160 psi, or 200 psi — indicates the maximum allowable sustained pressure with a long -term 2 to 1 safety factor. Meets Accepted Standards J -lid Ring -Tice PVC pipes are tested to levels as shown in ASTM D2241. TEAGUE PALL & PERKINS, INC. 915 FLQRE14CE STREET FORT WORTH, TEXAS 76142 Designed for Installed -Cost Savings Save in handling costs. Most sizes can be handled manually, so there is no need for costly installation equip- ment. Use the backhoe for excavating and backfilling only. Dig more trench, lay pipe faster, save more in costs per foot installed. Save in excavating and backfilling. No need to make the trench large enough to work in. Joints can be made "on- top." The trench width can be limited to the pipe diameter plus four -inch minimum space on each side of the pipe. This means less earth to be excavated, backfilled and tamped, and savings in time and equipment costs. Save on fittings and thrust blocks. J -M Ring -Tite PVC pipe can be curved as shown in the table to eliminate many corners that would require elbows and bends. The costs of these items and labor are saved. Min. Radii of Curvature Size (in) Radius (feet) 1 1 /2 38 2 50 2 63 3 75 4 100 6 150 8 200 10 250 12 300 ASTM D2241 Test 125 psi 160 psi 200 psi Long Term Pressure Test 260 340 420 1000 hours Quick Term Burst Test 400 500 630 Acetone Immersion Test A measure of proper fluxing 20 min. 20 min. 20 min. and precise temperature control Flattening Test Tests extrusion quality 60% in 60% in 60% in and ductility under slow 2 -5 min. 2 -5 min. 2 -5 min. loading conditions. WITH R SV CONTRACT DOCUMENTS - SPAW - GLASS, INC. SIGNED: DATE: I� TRANSMITTAL NO: "' • Sizes 11/2" J \ ~� \ \� \ \�\ "B" Ring Joint D 6' sizes O .D. Nominal Size 1 2 2 3 4 5' 6 S 10 12 O.D.(Average) 1.900 2.375 2.875 3.500 4.500 5.563 6.625 8.625 10.750 12.750 Min. Wall (125 psi) 0.060 0.073 0.088 0.108 0.138 - 0.204 0.265 0.331 0.392 Thickness, (160 psi) 0.073 0.091 0.110 0.135 0.173 0.214 0.255 0.332 0.413 0.490 (T), Ins. (200 psi) 0.090 0.113 0.137 0.167 0.214 0.265 0.316 0.511 0.411 0.606 Prox. Wt. Lbs. / Std. Length 60% Chemical Resistance at 73F Acids Excellent (125 psi) 4.6 7.0 10.2 15.2 25.1 - 55.1 92.6 144.7 204.2 (160 psi) 5.5 8.6 12.6 18.7 31.0 47.7 67.7 115.1 179.3 253.4 (200 psi) 6.8 10.6 15.5 23.0 38.0 58.5 83.0 141 219.8 310.6 All dimensions are in inches. Laying length for all sizes is 20' t 1 ". O.D. dimensions conform to Iron Pipe Size (I.P.S.) °5" not inventoried - Available only on special request. Typical Physical and Chemical Properties and Capacities Double Bell Coupling For joining two spigot ends. For adapting to steel pipe. For making repairs. Nom. PSI Wt. /Ibs.- Size Rating L per Cplg. 1 1 /2" 200 7.0" 0.3 2" 200 7.5" 0.5 2 200 8.0" 0.8 - -- - - - - -- - - -- 3" 200 8.8" 1.2 4" 200 9.9" 2.0 6" 200 12.3" 5.8 �- L --.I 8" 200 14.0" 10.3 Physical Properties of ASTM Tensile Strength R -T PVC Test ASTM Property Pipe Method D 2241 ISO Hoop Self Extinguishing Stress at 73F Williams -Hazen C=150 Short Term Bursting Strength (PSI) D1599 6,400 1,000 Hour Strength (PSI) D1598 4,200 Working Pressure Rating 73F (% of rating at 73F) 100% 80F (% of rating at 73F) 88% 10OF (% of rating at 73F) 60% Chemical Resistance at 73F Acids Excellent Salts -Bases Excellent Aliphatic Hydrocarbons (including crude oil) Good Double Bell Coupling For joining two spigot ends. For adapting to steel pipe. For making repairs. Nom. PSI Wt. /Ibs.- Size Rating L per Cplg. 1 1 /2" 200 7.0" 0.3 2" 200 7.5" 0.5 2 200 8.0" 0.8 - -- - - - - -- - - -- 3" 200 8.8" 1.2 4" 200 9.9" 2.0 6" 200 12.3" 5.8 �- L --.I 8" 200 14.0" 10.3 Physical Properties of Std. Test Specimens Tensile Strength (psi) at 73F D638 7.000 Thermal Expansion (In. /100 ft. /50 °F chan 2" Fire Resistance Self Extinguishing t-aefficient of Flow Williams -Hazen C=150 ilt._� ali►. Ring -rite PVC Gravity Sewer Pipe And Fittings Aing -rite joint meets exacting tightness requirements, simplifies assembly "Locked -in" rubber sealing ring provides tight, flexible seal. Meets requirements of ASTM D -3212 — "Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals." Figure 1 Spigot pipe ends are supplied from factory with bevels. The bell is an integral part of the pipe section with the same strength. Meets ASTM D3034 -SDR 35 4" - 15 "and ASTM F679 18" - 24" Introduction The growing demand for an effective all -out attack on water pollution highlights the need for improved sanitary sewage collection systems. A modern system needs pipe with improved design for reserve strength and stiffness to increase load- bearing capacity – all within the framework of maximizing sewer system capacity at reasonable cost. Ring -Tite PVC sewer pipe is designed to meet this need. Applications J -M PVC sewer pipe is suitable for conveying domestic sanitary sewage as well as certain industrial wastes. For further information regarding the suitability of PVC for conveying various chemicals, contact your J -M pipe representative. Advantages 1. Chemical Resistant: J -M Ring Tite PVC sewer pipe is unaffected by the fluids found in ordinary domestic sewage. It is immune to sewer gases and the sulfuric acid generated by the completion of the hydrogen sulfide cycle. It is immune to corrosive soils — both alkaline or acidic. 2. Abrasion Resistant: J -M Ring Tite PVC sewer pipe has excellent resistance to abrasion, gouging and scoring — superior to that of most common piping materials. 3. Flow Characteristics: J -M Ring Tite PVC sewer pipe with long lengths, smooth interior, and factory -made close tolerance joints provides a Manning "n" coefficient of .009. High- carrying capacity makes possible the use of flatter grades or smaller diameter pipe. Ask your J -M sales representative for a flow nomograph and the report "Hydraulic Characteristics of PVC Sewer Pipe in Sanitary Sewers," a joint study by Johns - Manville and Utah State University. Through research and technology we proudly offer "locked -in" rubber ring PVC sewer pipe. This factory-made joint eliminates the need to insert rings in the field. Joint design and close manufacturing tolerances allow this joint to pass a 25 psi hydrostatic test in the laboratory and provides the basis for exacting infiltration /exfi Itration specifications. Be secure in the future by designing with J -M Ring -Tite PVC sewer pipe with low infiltration – specify infiltration not to exceed 50 gallons /inch diameter /mile /day. Call for ASTM D -3034 SDR35 with 20% More Wall Thickness in 8, 10, 12 and 15 -inch sizes — Provides Greater External Load - Carrying Capacity. This allows for the design and construction of PVC gravity sewer systems (4 " -15 ") consistent with best engineering practices. A uniform minimum "pipe stiffness," (F / ,Ly = 46 psi) means no weak links. It also means that J -M PVC sewer pipe in 8,10,12 &15" diameters has 60 to 75 percent greater pipe stiffness than SDR 42 and SDR 41 PVC sewer pipe. This increased "pipe stiffness" provides the extra needed at that critical time when the pipe is first being installed in the trench and undergoing bedding and backfill. J J 2 io . T 1 � A i . ��-g sit LU tr- W Q C.2 u, Zi �'.a 161 !Z -07 47 REVD MR GEN ERAL ppMpLIA1�CE WITH CON SpAW - GLASS, INC. SIGNED: n �' DATE: TRANSMITTAL. NO: °� L V t t b Ll n 7 C' ci� Serr €es' Sizes: 2 "t0 10" r t I :Series 709 larger sizes are similar to the smaller sizes. The first and second check modules are interchangeable. Furnished with (N R S) gate valve shut -offs. G Removeable bronze seats Stainless steel internal parts Maximum flow at low pressure drop Compact for economy combined with performance k Design simplicity for easy maintenance OPTIONS: (Options can be combined) Suffia� S - with strainer, FDA approved epoxy coating. M2 with epoxy coated (FDA approved) cast iron check valve bodies. Sizes: 2 ", 3 ". OSY with OS &Y gate valve shut -offs. OT with quarter -turn, resilient seated ball valve shut -off valves 2'/2" - 6 ". RW with resilient wedge shut -offs. LF without shut -off valves. D A - 2 1 m E)-[E E1[ S�10 Rr S, - ti " ELGK7 0 A A- No. 709 M2 sizes: 2'/2" & 3" and No. 709 sizes: 4" - 10" have epoxy coated (FDA approved) cast iron check valve bodies with bronze seats. No. 709 sizes: 2 ", 3" have all bronze con- struction and stainless steel trim. All sizes furnished with bronze body ball valve test cocks. P ESS RE- TE F&i PE R AW7 L Sizes 2 %" through 10" are suitable for supply pressures up to 175 PSI and water temperatures to 110 °F max. S TA N D.A. R 2 Tested and certified under the following standards for double check valve backf low preventers. A.S.S.E. No. 1015; AWWA C506; CSA 1364.5; FCCCHR fo USC Manual Section 10; U.L. Classified File No. EX3185 (sizes 2'/2 thru 10 ") Listed by IAPMO (UPC); SBCCI (Standard Plumbing Code). Consult your Watts representative or factory for other state county and city acceptances. I N S � EP �CPN S"C, r` s a• -s (� FY lIGiNEEP E & B64.5 WITH OS&Y GATE VALVES No. 709 Sizes 2 % ", 3 ", 4" io `? a a I 6 0 W 4 H W a 2 O FLOW - GPM No. 709 Sizes 6 ", 8 ", 10" a FA ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ a 6 0 0 W 4 G N N W 2 a A FLOW — G.P.M. 9 SIZE A 2 39 3" 40 4" 52 6" 62 1 /2 8" 75 10 90 QT Watts G-4000 Series Ball Valves DIMENSIONS (Inches) 6 B 24 16 3 154 3" NRS OS &Y C 0 E F 11 15 3Y2 24 4 3 12 18 3 24 5 3 �11•li•�r�11•��li•It•li•�� 23 4 34 6 6 19 32 5 41 11 7 24 39 6 52 11 1 /4 9 29 1 48 8 64 12 1 /2 10 1 /4 OT `? a a I 6 0 W 4 H W a 2 O FLOW - GPM No. 709 Sizes 6 ", 8 ", 10" a FA ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ a 6 0 0 W 4 G N N W 2 a A FLOW — G.P.M. 9 SIZE A 2 39 3" 40 4" 52 6" 62 1 /2 8" 75 10 90 QT Watts G-4000 Series Ball Valves WEIGHT (Lbs.) N RS OS &Y » 167 170 167 170 368 383 627 707 1201 1307 2003 2073 OT 2 DIMENSIONS (Inches) 6 B 24 16 3 154 3" NRS OS &Y C 0 E F 11 15 3Y2 24 4 3 12 18 3 24 5 3 15 23 4 34 6 6 19 32 5 41 11 7 24 39 6 52 11 1 /4 9 29 1 48 8 64 12 1 /2 10 1 /4 OT WEIGHT (Lbs.) N RS OS &Y » 167 170 167 170 368 383 627 707 1201 1307 2003 2073 OT 2 39 6 3 24 16 3 154 3" 40 7 3 24 16 3 162 4" 52 9 4 34 19 6 275 6" 62 7 /8 10 5 41 26 7 611 UL, FM approved backflow preventers must include FM approved OS &Y gate valves. TEAGUE NAIL & 5 915 FLORENCE MT W(1D'1' . 761at TM REV I VF�� C CONTRACT OMPLIANCE INC. SPAW - GLASS, SIGNED: DATE: TRANSMITTAL- NO: o` uj Wi ° E cc c •= �. \"' tlt •� i W V p. ' p x C i= 1p � �._7 3 O � m y W _ r - CC ❑v ~ 0 5 O in V ca m a r C16 cn 0 0 •ca M A O 2 c 'F' O .fi + O O LLi O m Q3._'$ C.3 vi o m v v 3Q a-a Ys a et tt- 0 TEAGUE NAIL & 5 915 FLORENCE MT W(1D'1' . 761at TM REV I VF�� C CONTRACT OMPLIANCE INC. SPAW - GLASS, SIGNED: DATE: TRANSMITTAL- NO: o` Bulletin RT -1 9.79 ,R FLOW RANGE rdail • U " Co w SIZES 2" TO 6 Badger Meter, 4545 West Brown Deer Road, Milwaukee, Wisconsin 53223 O S/ N (7 0 wQ DETECTC' METER with COMPOUK' BYPASS MODEL MFM II /MCT II The Hersey Model MFM II /MCT II consists of the standard torrent (current) mainline measuring chamber with a compound meter on the bypass. The MCT II combines a current mainline meter and a positive displacement bypass meter. Model MCT 11 measuring chamber is a two piece plastic design for 2 -3 -4" sizes. Two piece bronze for 6" size. Register on the MCT II: plastic. Test outlets provided. WEIGHTS AND DIMENSIONS (RECOMMENDED SETTING ILLUSTRATED) DETECTOR METER WITH MCT II MINIMUM SIZE DETECTOR METER WITH MCT 11 BY -PASS NET BY -PASS MANHOLE AND BY -PASS LINE WEIGHT SIZE A" B" C" D" E" F" G" 1" SIZE DIA REC. SIZE A" B" C" D" E" F" G" H" J K" L" M" " OPEN O" (LBS.) 10' x 6' 4400 484400 li /=4400 IT z 12' z 6' not listed not listed 11/2-5400 OPEN 3" 46 30120 N 6' /e 16 33 11 14 % 4 3" 22" 14 "x22" 3" 46120 Y, 39 14% 24 71 11 8 33 16 /e 11 119 19'/A 4 433 4" 47 31 21 %8 7' /a 17% 33 77 14' / 5 4" 24" 16" x 22" 4" 41 12 1 %s 42 17 %1 241 77 13 9 33 17 13 125 22 5 1 500 6" 51 32 26 8'/4 21 / 45 89 17' /z 6 6" 30" 20" x 26" 6" 51126% 46 21 %z 24 98 16 10'/2 45 21 /s 16 146 31% 6 1010 8" 57 34 32 %8 10 26'/2 53 97 21'/2 7% 8" 36" 24" x 32" 8" 57 32 % 49 24 24 112 18 11 %2 53 26'/2 18 160 39 7%2 1830 10" 66 38 42 13' /z 33 68 112 30 9'/4 10" 42" 30" x 40" 10" 66 42 54 30 24 138 22 13 68 33 22 1186 48 9 3340 0" x 12" 66 38 42 13' /z 33 68 112 30 11 10" x 12" 42" 30" x 40" 10" x 12" 66 42 58 33'/2 24 144 24 14 fib 33%4 24 192 56 11 3434 ¢ O o —6 MIN E _ p� MIN. - F B ¢DRAIN G BY -PASS LINE AND VALVES OUTSIDE OF PIT (RECOMMENDED) I I _ t Ig L e APPROX CN FOC *DOES NOT INCLUDE BY -PASS LINE. BY -PASS LINE AND VALVES INSIDE OF PIT, sets. suet 100a ZONTAL P0111TIM M10 J 4 z4im11 , V 4 Gill scat �n� eemle >r � CAPACITY -MODEL MFM 11 -MCT II AWWA Rated �p �d11 I�!►JI AWWA GPM Haney MFM 11 /MCT It j Maximum GPM MFM II /MCT It Teat Flow GPM Test Flow Range stze (4 psi Max. Head Loss) III. Range (Min. to Max.) II BY -PASS LINE AND VALVES INSIDE OF PIT, sets. suet 100a ZONTAL P0111TIM M10 J 4 z4im11 , V 4 Gill scat �n� eemle >r � CAPACITY -MODEL MFM 11 -MCT II AWWA Rated Hersey Models AWWA GPM Haney MFM 11 /MCT It j Maximum GPM MFM II /MCT It Teat Flow GPM Test Flow Range stze (4 psi Max. Head Loss) Maximum GPM Range (Min. to Max.) (Min. to Max. - 4 Psi Max. Head Lou) 3' x 2' 400 Full Capacity of pi Pe 2400 % -400 4' r 2' 700 &-700 '/ 400 6' a 3' 1600 16 -1600 %x-1600 8' x 4' 2800 28 -2800 '/ -2 FIN 10' x 6' 4400 484400 li /=4400 IT z 12' z 6' not listed not listed 11/2-5400 w�9 W cc a o Q G 0 ems G �s W W $ I ft ° m s . LP fA � f- a� w J } FT C3 x to a C4 m a ca w J C r 91�f Iti�ICE it •lit R FOR WITH ��1�AN � rare W + V �+1I �1.S+� INC. SPA SIGNED' — DATE: TRANMOTTAL NO: O