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Approval t Material Sources and Related S296 1+ Correspon8 - ence BEGINNING OF FILE FILE TITLE %it1%0f 1l1AED Avvrur . l of Maf� i :R / fpoN rLGS at sl p� fic / a tad L ovre SpOh Cie. nu MATERIAL KEY FINI&i1 KEY a M STEEL AISI WZO I TAV 2 ML_ E.WOBi+Cf7 i C:.ET k10TF k s 9kL,AN12f-ASTM A-TI CAST D1CTS.E-ABTM A-SSS I I STEEL PIPE ASTM A-`2O W ANi2E- Am A..•- s Colo 812-ASTM B-+H AL a:arEka++. MOMIE PAWT 4 i iuMe ea-ABTM B-SMAt is*,&W-ABrM 04000 MaAL Na-WIN B-Tt IA AL LWW.':I- SO* TO 9lAKTV:At STL-ASTM?16 IS.ALIAXAMOM W6315 it* A is rLEkP PLASTA . f c T STL-ASTM A-08 0,eL IC&MytJIpTE PPE STL Kmvm E-.WWA-SOr IT A- rof A TE36 , O--� ITEM OESCMprTbm P/1P'T MD. 0 SMdP ABET£: TWEA0 we g '4e*'&T TO PfFE 1, P;IUIME i 6 w V'9 . - /" --OV 1 1 z ^avF.x - � 1 i 6 M- .lfi 1 1 r SEAT I. M6oT;E .<•,•Y _ R 1 ,6 i- :35 {L ec TOG cr WALI f: (� 202-•0 �� � r: s 5iF-MC a 5" A. WX 00 £! b) WEDGE myL^ b 4fl'I S 1 :J •. A. AN-11 L" x .NJ' AXCZ.E 2 CUIM PATT. 6 6 2-J1l♦ x s.� PROS 2• 6 6 5^ AH" ._�_--_. ; • 6. HM RAIL 1 ,j 6fTPE I- L , . I tjo 54• r i I 2 . r, 2�j !-Jig.ON -4 T P I - R N.29 fTW 1 #7 gg !V4 �� ~ _ N. �� ACM[ THIS i -..29'DIA 6 M- 35s Yo►:M.gca sorxw .t BOLT cIRC'f 1C. "RE BRACTLr i 1 A /_e'/Tft iCM •O PIPE 1! 1'. RRE PIPE s sir�}1Ca L6 ILEX ND IZ s 12. IBEX MM BOT'T �-( I s I PLCS 4 5 . \ 11. HEX eR" 5/N fie 1 toot) OF STEM I -' 14. 1'j �DIA. 4kNnIJRFV- � is. 3TbW 6JJAGFfRFJIL. / AO) J.5 16. STEM lEMOTw i I PBCJ. -5 7Tj. AMOTDA MLT Inc L6 1 1j TN.ffAOfO f' Is Z PLCS 19. w"RER 25- 20, 21. p L.:ti.aTOP Bq.T I ANCHOR BOLT LAYOUT z't 22 a 1 'asEP1 , � AC ol 1* —+-� L• STEM I ; BOLT � i 8i., VOTES Av�MI. rs o+r aaTk ualla*r' 1_.s MAK kA [Ea*w w� a� , i lc Lis �T{/W MkM09rIEEL . yr to AIMM 1 M7<ifE i Bk1f I � ��O`LUS" X1muoas POB OW)v PAD ,F 1__ 2 I• I `� [G3 C8I1?F Ti 4'[W75E Y'>• � I 24" a01" r (_Q1 J r rxD �>II@GA/ sEAt -�' I"�p ^ tlY arl(PSi (RETi �5•_� J iA`f REQ �• 3�C^� Ar he D F';,WLEra '0. /A!C IMF I "DIA 'O'ERMAN MCIDEL va aoj( J« roses n Jxls SILLIVUE ;%VAe 9110L`9 Af4 V'i � JA.f~ fJ Iy-f C-20 f- Y (NRE «BME r/2a ACE AL GATE Ago TOP VMATERw+IAN INDUSTM& _ R B SUBMITTAL. PROJECT: CITY OF RENTON HONEY CREEK SEWAGE PUMP STATION AND FORCE MAIN ARCHITECT: ENGINEER: HAMMOND, COLLER $ WADEmLIVINGSTONE ASSOCIATES INC. CONTRACTOR : ARROW ELFCTRIC JOB NO. A 332 APR 11985 HAMMOND, COLLIER & WADE LIVINGSTONE ASSOCIATES, INC General A ' Electric Supply COMPANY A DIVISION OF GENERAL ELECTRIC COMPANY Project t Honey Crook Sewage Pump Station City of Renton Schedule C & D hgineer t HiLmnond, Collier & Wade-Livingstone Assoc., Inc. 4010 Stone clay North Seattle, WA 98133 Contractor t R.W. Scott Construction 9840 Carr Road Renton, WA 98055 !Zectrical %bmittala - Arrow Electric Co., Inc. 1, Rigid Galvanised Conduit 2. PVC Schedule 40 _bnduit 3. ldz-. Tg-'N/TW Winded 4, Switenes GR 5951 5. Receptacles CIE 5252 6, Fixture Type "B" C-I1SCX1t2070 7, Fixture Type "C" xenall 5320 8, Ground Roda Blackburn 3/4 A 10 9. Padmount transformer Balteau 10, 15D Cable Rome or Anaconda* *lUould like option of furnishing either cable depending on availability at time of placing order When you specify Allied Rigid Conduit, you can be sure of After a t)orough cleaning,for positive adhesion.Allied Rigid getting full value. Full protection for the electrical system, Conduit is hot dip galvanized to seal all surfaces from care economical installalion, and total code compliance for the swe attack The conduit is then coated with a uniform jacket of raceway system, chromate for added protection. All threads are galvanized Allied GRC is easy to cut,bend and join.It provides smooth, after cutting. continuous raceways for fast wire pulling Color-coded end-cap thread protectors keep threads clean Allied Rigid Conduit resists rust, impact, and chemical at- and sharp, and provide instant trade size recognition Even. lack. It provides radiation protection and magnetic shielding. inch sizes are c.0ior-coded Blue, 'h-inch sizes are Black,and GRC is manufactured from strip steel that crmbines damage- b<-inch sizes are Red. resistant strength with ductility that assures easy bends and Recognized as an equipment grounding conductor (NEC cuts, prevents waste of time and material. Article '50-91b). e ,lee ' ♦erilt:r. To specny Allied Rigid Maur Conduit, include the following.All rigid 581 (latest revision) and American National Stardards Ina'ute metal cordut shall be as manufactured by Allied 1-ibe It Candmt (A N S 1 1 S?uaficabon Clio.t 'nstallalwn of ngd metal conduit shall Corporalron The conduit shall be hoPdp galvanized All threads$hail be in accordance with Article 346 of the Nao.unal Electric Code and be ga:vanizao are, cutting. The condut shall bear an Undmwin-rrs U L General Information Card♦DYIX. Labwatones label and shall conform to redwal Specification vvWG a •owe. Wi.qr -_._.__ w ir.p f00 rr IxO.$ml FInMIiM Coln n M L Sin. Iwim[wyiirgx IIsaYW riFrmirl fhlMAy MwaYr Na)111ar Whiner Inch. IllrlaFeVr aY111ncIrMFM _ cOuWlly[i F WMF rraa�F BONN O M Ia M as M Mi aFnOM M A ■ a Ili • N aaA Nei L 4} 80 36,29 0.840 _ 21.3 0.104 2.6 _W11W 3.03 100 30.44 2,500 762 2.000 907 13.9 .3934 i 4'n 109 49.44 1.050 28.7 0.107 27 W/1W 3,03 SO 15.24 2,000 810 2,if10 869 19.9 .5632 1 165 74.84 1.315 33.4 0126 3.2 Will 3.02 50 24 1.300 396 2.145 973 183 .5179 15. ilia 215 9752 1.660 42.2 0.133 3.1 711• 3.02 30 9.UI 900 274 1,835 878 19.2 .5434 192 258 11703 1,900 48.3 0,130 3.5 Wt1• 3.02 - - 800 244 2.044 936 22.6 .8396 2. 2 352 159.67 2.375 603 0.146 3.7 grill 3.02 - - 800 183 2.112 958 243 .6877 245, 567 257.19 2.675 73.0 0.193 4.9 W10W 3.01 - - 400 122 2,288 1,p29 17.2 .4868 3 714 323,e7 3. 0 88.9 0.206 5.2 W/0W 3.01 50 _ - 300 91 2,142 972 27.8 .7967 3W 660 3W 10 4.000 101.6 0.215 5.5 990W 3.00 - - 250 76 2,t50 975 32.5 .9198 4 1,000 453.60 4.SW 114.3 0.225 5.7 W10W 3.00 - - 200 61 2.000 907 29,5 NO 5 1,320 5%,75 5.563 141.3 0.245 6.2 yl0• 3.00 - - 100 31 1,320 599 26.6 .7245 6 1,705. W9.68 _6.625 166.3 0.266 6.8 Wta• 3.00 - - 100 31 1,705 8t0 35.6 1.0075 'ey140.epnalY bMllu.':Ot$inl:ta mmlla nape uzen ern+apnY �t5m14 a5 mmlM iinne aeFl l'a'Meldi 4•xltlb Fab YNF a'neY 'LailW IwiMwniFbnoMY.ripa nlp,/FrnsM n WMralln x as•la 35 as mmi T ched 16100 5 lhroP,Harvey,It 61 Mrona:(312)339-1610.Tolas:254352, Forn No. ATC-L-I I MRt TIAE6COMUT Pitman manufacturing facihrias:•i Harvey. !L and A-decrelphia, PA. Cofy Q iC1981 A.T.6C C. iTgN ' crw.�w�n,,wiiealrwi� - - i PVC CONDUIT .AND FITTINGS • Schedule 40 Heavy Wall • Schedule 80 Extra Heavy Wall �' Gr ! L) 11 STED Conforms to: • Underwriters Laboratories Standard 651. • Underwriters Laboratories use with wires rated to 90"C. • Conforms to NEMA TC-2. * Acceptance under Sunlight Resistance Investigation. II' Western Piesncs Corn • 2330 Port of Tacoma Aoa:.' Pp.Box 17-M 7aroma.WA 98e01 • 206572-5111 Telex,152079 i Subeodiorrr of HePwarth Plushrs Ltd __ AM 4 GINoe VFW t 1aa2 . r cerwuft 1 CA MA Ar SERIES 40 HEAVY WALL PVC CONDUIT �L C� IISTE1 10 foot lengths.One end"belled" i Longer lengths available to special order. Contact factory. _-_ Shippinp WL eaF FM - t101Aip111 _ size Pe 1 I per BwWall per Paget _O.D. M YMat1 �_Per__ w 161bs. 100 I 2,500' 840 .622 tOp i 21 tbs. 100 2,$00' 1.051) .824 .113 1" 311bs. 100 2,000, 1.315 1.049 .133 11/4 42 tbs. I 1,500' 1.680 1.390 .140 11h" 51IL", ( 1,500' i 1.990 1.610 .145 2" 681bs. - ! 1,000' 2.375 2.067 .154 21/t" 1071L%. - 1,000' 2.875 2.469 .203 3" 141 tbs. - 550, i 3.500 3.068 .216 3% 170Ibe. - 500 4.000 3.548 .228 4' 200 lbs. -- - 50(Y 4.500 4.028 .237 b' J1 ca. ( - ' 400' 5.563 5.047 25g -- 6" 1 353 lbs. -- 280' 6.625 ( -6.065 .280-- I YPE 80 EXTRA HEAVY WALL -*VC CONDUIT Ql lISD 10 foot lengths.Seb.40 coupling supplied but not attached. For installations where conduit may be subjected to extreme abuse, such as exposed Installations j in tunnels,subways,driveways or factory work areas. It has also been used under heavily traveled i roadways. �PP 19 Wt. Fast Fetq Nominal-�--- ( sin per 100' I per Bundle per Paget O.r I.D. Wall Y:" t 20.1 lbs. 100 2,500' .840 546 .147 3A" 27.2 tbs. 100 2,500' 1.050 :742 154 { 1" 40.2 tbs.. 100 I 2,000' 1.315 .957 .179 11/4" 55.4 tbs. I - 1,500' 1.660 1.278 `.191 11/a" i 67.3 tbs. - 1,500' 1,900 I 1.500 .2Q0 2` 93.1 tbs. - 1,000' 2.375 1.939 .218 2'h" 142.0 lbs. - 1.000' i 2.875 Z-M .276 I 3" 190.0 tbs. = 550' 3.500 2.900 .300 I 316' ( 232.0Ibe. SW ( 4.000 3.364 I .318 I 4" 278.0IbS. - 500' 4.500 3.818 I .337 5"• t 386.0 tbs. - 400' I 5.563 4.813 ! 375 k ' 8"' tI 531.0 tbs. - ' 280, 6.625 5.761 I 432 Contact factory for Type "A" Light Wall Conduit. Western Ptastmq Corp. • 2330 POrt of Tacoma Road • P.O.Box 1758 -Tacoma,Wa 98a01 206-5725111 Tefev 15R079 2 Smbstdwry,of Hr pu orth Plastiec Ltd I Rome Cable SPEC 2020 C O R P Q R A 7- I C) September 1, 196, Supeneoes.sue ROME THWN or THHN June 1 Ig80 I'V(- — Nylon, 600 Volts APPLICATION Ganeratpurpose wn'ngm accwtlance with the National Ebclrtcal Code,maxmun Pprkpor"peralura or 90'C'n drY bca in w -tuns and 75°C et bralliOns.WD was.for'nslaaatgn m torpid o' Clhal reCbgn¢eft raceway Also uaetl for wrong of ,Wh,,a tools Surbee Print uncoated Cocper 15trandi appluncas,antl conlrul circuits lot exread' j Cohdi or ra 6W molts `I 1 STANDARDS. 1--0sCi by JnOarwntars Ldopmfanrts as(allows jll (b) Type THHN- 75 m dry'ocal, s lb) Typo ImO ii A Re m at Idcanans (a) Gasoone ale Oa Peslstam u Id) Type MTW—90'C loci I Tadl Wire Islrande0 items only) lei 10SC Appkdrlde Wrong Maunal,BO°C where exposed m al 2—Conlorms to Federal SlWiCatan J C 30A. 3—Cable cOmpbes went the regu'ranronts nl OSHA wry,,lased and usatl m acoornii on the NEC CONSTRUCTION. AOryaytt uncoated CWPar cootluctw,PVC msula- Nylon Jacket PVC lr sulotion non surface pnmld.nylon jacket Thkknepa Approx WI n NEC moaa Site A A- L0,1000 FI $targartl Pe,Ytagai STOCK!TENS AWca PVC Nomura: m No of Insuld Nylon Dram. 75°C 90°C MCM $bands !qn Ja<k01 Innis THWN THH.'V Net Snq 9 Length Pinup 12 3 4 5 6 7 8 9 10 11 n2 SoIW(T�HW—N or TNHN) f4 Sol t5 �,1 20t 251 _ ,r: I '7 500'coils- , - �" 7_ I 7 per tt:� f 500'SPls. 4 per ttn S S S S S S S IS S S I 12 SolidU154 1 13 25f 17 2500' NR reel S $ S S 30t 24 25 S00'coils 1 per tn S25 500'spls 4 per ctn S S S S F l g $ S 10 Soetl 26 2500' NR test S S S S 4 16 351 401 38 39 500'cars T per etn, S S S S 1 39 S00'spls. 4 per cin. S S S S $ S $I S 40 2500' NR reel --- __ stN (MTW m THWN or THf1Nl 14 19 15 4 12 20t 25t 16 17 S00'colts 1 per ttn 18 500'sMs. 4 per Ctn. S it, S S S S S 5 $ S S 12 19 15 4 17 2500' NR reel S S S S S S S 14 251 301 25 25 500'cods I per cm 26 500'spls. 4 per ttn. S S S S S S S SS S 10 19 20 4 77 27 2500' NR reek S S S S S S S S 351 40t 39 40 500'tolls 1 per ttn. 41 500'spls 4 per Cfn S S S S S S S S S 8 19 30 5 23 SO 55 41 2500, I NR reel S $ 6 19 30 5 26 65 75 98 71 500$p15 1 Per Cln. 4 19 40 6 .33 59 500' NR reel S S S S S S S S 3 19 40 85 95 155 168 506,10001 NR reel S S S 2 19 40 6 36 Too 110 190 204 500, NR reel S 6 39 115 130 235 254 500 1000- NR reel S S S 1 19 50 7 45 130 150 300 319 1000' NR reel S 1/0 19 50 7 so 150 170 370 395 1000' NR reel 2,0 19 50 7 54 175 195 460 485 1000' NR real S 3/0 19 50 7 60 200 225 570 600 1000, S 4/0 t9 50 7 .66 230 260 I 7t0 745 NR reel S 250 37 Imo' NR r,�al $ 300 37 60 B 72 255 290 045 905 tow, I NR reel c 60 8 77 285 320 1020 NS NR feel 350 37 60 8 83 310 350 1165 1225 1 S 400 37 60 8 87 335 380 1350 000' NR real S 500 37 60 8 96 380 430 1640 1725 1000' NR reel 750 61 70 9 1.17 475 535 2500 1000 61 70 9 i_32 545 615 3300 —' 'A,npamty in accordance wan NEC for not more than three conduclnra am m memory As THHN b;� THWN .5°C condwtor tperalurn and 30"C dmaent m wet or dry kr,inns 90°C con0 m Iemperalore and 30"C embrom rn pry local, A5 }The qaU currant retmg arw tha over currem prolequn shall not exceed 15 amperes for 14 AWG.20 amperes for 12 ANG and 30 amparea for 10 AWG wppw C0101 Cite 1 blaCx 2 whirs.3 red 4 blue,5 green.6 Yki 7 Drug,.9 Drown,9 purpy_ 10 pink. 11 gray, 12 tan r A!1 sires ava'Iab'e on 2500 If NR reins S'ies 4 and urger ava isae m long NS(nOmstaMarn Isnge s)on NR real;. Informilig,on on Ilea ak.at SUIT to Chang.wdh,,t polka. Rome Cable SPEC 2020 C O F; P CD9-1 81 R A T I O N I Specification ROME THWN or THHN PVC— Nylon, G00 Volts 1. SCOPE I.1 This specification describes single conductor Rome THWN or THHN,a general purpose budding wire Insulated with polyvinyl chloride(PVC)and covered with a lough protective sheath of nylon intended for lighting and powsrr circuits at 600 Volts or less.in residential,commercial and industrial buildings.The wire may be operatea at 900C maximum contmuou3 conductor temperature in dry locations and 750C in wet locations and 1s listed b1 Underwriters Laboratories for use in accordance with Article 310 of the National Electrical Code. 2. APPLICABLE SPECIFICATIONS 2.1 The following specifications form a pan Of this specit"lon to the extent specified herein. 2.1.1 Underwrters Laboratories S' ^dard 83 for Thermoplastic insulated Wires. 2.1.2 Underwriters Laboratories St, dard 1063 for Machine-Tool Wires and Cables(Stranded items only). 2 1 3 Underwriters Laboratories Standard 758 for 105°C Appliance Wir;rig Materials 2 1 4 federal Specification J C-30A. 3. CONDUCTORS 3 1 Conductors shall be solid.Class B or Class C stranded,annealed uncoated copper per UL Standards 83 or 1063. 4. INSULATION 4 1 Each conductor shall be insulated with PVC and sheathed with nylon complying with the requirements of UL Standard 83 for Types THHN or TH WN and UL Standard 1063 for Type MTW.In addition.Types THW N or THHN shall comply vnth the Optional Gasoline and Oil Resistant If rating of UL Standard 83.The insulation shall also comply with UL requirements for IWC Appliance Wiring Material. 4.2 The average thickness of PVC insulation,for a given conductor size,shall be as specified in UL Standard 83 for Types THWN or THHN. The minimum thickness at any point, of the PVC insulation. shall be not less than 90°a of the specified average thickness. The rr IMMUm thickness at any point.of the nylon sheath,shall be as specified in UL Standard 83 for Types THWN Or THHN The PVC insulation and nylon sheath shall be applied tightly tc the conductor and to each other and shall be tree-strapping, 5. IDENTIFICATION 5 1 The wire shad be Identified by surface marking indicating manufacturers Identification.conductor size and metal, voltage rating, UL Symbol. type designations and optional rating 6. TESTS 6 1 Wire shall be tested in accordance with the requirements of UL Standard 83 for Types THWN or THHN wire and for the Optional Gasoline and Oil Resistant If approvals.as type MTW to UL Sandara 1063 and as AWM to UL Standard 758 7. LABELS 7.1 The wire shalt bear the Underwriters Laboratories labels for Types THWN Or THHN(soled conductors)and Type MTW (Stranded conductors). l_ Switches Specification Grade UL CERTIFIEO FEOERAL SPECIFICATIONS 1,V-S-896' 120/277 VAC QUIET NEMAPERFORMANCE Back and Side Wired Grounding Switches See page A2 for product fea!ures Horsepower Rating.See Page A2 I 1�T cobr sums« Kw OMrabd" s at.NO Too"Handle Afk&W Profile Cat NO. � � � 3 at -i DeacriPlion L"A Carer _ 15 AMP GE Sa3I -IG,-70.-30,•70,.40,_9G Sbtgle pow OE SMI.OLO GE 3937 •10.-20,44-70,4a.-EO Double pow Of 111132.01.0 GE S933 •14.20.44.74 40.40 %se way OE SMYOLO N OE 5234 •10.•IQ 44.70,443.40 For way Of"1e.01.11 GE S931-MC •14 Two poealon emote we - single,11eow NOMalry closed —_ ---MOMENTARY OPEN OE 5631400 •10. Two poaabn"ve pow 9rtgla tlaoy GE SS31•IG Norroally Open MOMENTARY CLOSE GE b0.13 -1Q•14 .9G Twaa POelef,satge�pole OE MI6p G Double Prow Cants M ( vL MOMENTARY CONTACT GEOE 5M1 •t4 a44G,-74-SQ-aG OE SMI •1G,-m 44-74-0G.•90 D;,uble pole GE sm-ma GE sm •14•I0.44.74-0G.-9G Tow•oy Of MEYOLO GE 51115e •10.•I4 44.74-0O.-lb Four ,1. _ OE M044LO GE 5557 .I •7 Trim uonnon angle roe _— Omble throw twnM o' .4- MAINTAINED CONTACT Not grounding _ 30 AMP J GE sMt •/0,•N3, S"opts GE MSD-0 GE SSM -IQ 40. Double POW Of SM3 40.40. Tnr«way OE sm .14 44 Four way GE 5935-I13 "hev swrtcMs are"V.*d wen f"GE 509"k"l, Hospital Call Switch rr Similar to GE 5931-IG and GE 5932.1G except: e Side Wired Only e "ON"in down position Furnishes with 6 nylon cord and screw eye for use with standard wall plate. GE GE SSat•t~NCO'Si�npla pole Of Sfat•T NCO Of SM-1 NCO Doubts pole •cu"rul Yteo.rnomanlary CIOnkiwnt t,lnr«p«eqn gram by I l De ewnC ani of rql GENERAL ; ' ELECTRIC curtanoy rttW Wd.n the FeOxal Spanacatron program by its Department of CItM# A3 Straight Blade Devices NEMA 5-15q NEMA Lone 5 125V 2-POLE, 3 WIRE Hospital Grade linebacker/5252 of pro Line TM GE 8200 GEN 5262 GEN 5252 1 Nylon lace survives a live pound weignt dropped 10'dveclly 7 Eight pack wrong holes give maximum wiring flexibility and on the face,handles an overload lest of 250 cycles at 200°'o combine with connectscrew-activated cr -act to to A,etal or la ps for fast rated current;resists oil,grease,solvents and most or chemicals copper-clad conductors 2. See chart below. tl Side wiring has four binding screws that are undercut for 3 Wrap around strap adds strength and support to the entire positive wire retention. device and locks into ooth the fare and back.See chart below. 9' devices.i at design o the LINEBACKER GrEN 6252 is easy to wire a than many nd 4. Heavy assembly stud runs smack through the middle of the there is more sate-space between the terminal screws and device with a wide roll-over shoulder to prevent separation there box.Depth.g2 Width 1.31 5. Thicket grounding contacts give constant and continuous 10 Posi-Ground clip otters a sr lf-grounding feature for low grounding pit retention. Built-in brass.spring contacts(.050 resistance connection to the metal bpx. thick) It c rents. al metal to provide a low resistance path 11 Break-ott links permit wiring duplex units as split-circuit for fault currents. 6. Strang line contacts of high conductivity y copper alloy,backed receptacles. up by spring steel clips,will maintain contact pressure for 12. Break-otl waster ears are convenient as spacers and also snug plug retention over the years. handle unusual applications. 1 13. UL Listed...UL Verified Fed Spec...NEMA Performance... ` 6 CSA Certified. 2 "10 6 �12 Ctti 7 5 / 7 11 5 13 6 3 9 6 ( 6 4 0 0 HOSPITAL GRADE LINEBACKER 5252 OF PROLINE 2. Thermoplastic back 2. Thermoplastic back 2. Thermoset back 3. Brass strap 3. Steel strap(nickel plated brass on 3. Steel strap --- GE SM-C) --- ---- Gt.No. CWw' Gr Ne. Yy � GE 02 0 G_ u_ -_ _GEN 9252 _1.-2,.1_7,4,•9�i.�rY.�` -t,,2,-7,-3'•9 __ GE 42ML ,'! --- GEN 5292 -1.-2,-3.-7 -0.-9. GE 0519 -1(GEN 5252 on 4' 9292-C Corromor,Reslstem Yellow round cover) 1 ryrvt 6 M1Nx.If"q qce s m?".0 4%mo mango 1K M eMg rel I" i'd Or'wb 'MA14:rcb CSA warxMrg mega vrrgM 810 4L-2 50-40OW HIPS HAZARD-GARD Lighting Fixtures` Integral Ballast Factory Sealed tia r . U1; r r r r . Peeaanf Fixtures Wall Bracket Fixtures Ceding'Fixtures Stanchion Fixtures Without With Without With Without With Without With Nub Guard Guard Guard Guard Guard Guard Guard Guard Watts Site Cat A cat. a Cat A Cat A Cat. Cat. a Cat.A' Cat. Al High Pressure Sudium—High Power Factor Satiast(Min.P.F.90%) 50 34 EVMBX42U50 EVMEX42051 EVMCX42050 EVMCX42051 1 EVMAA3050 EVMA43051 EVMBX43050 EVMBX43051 EVMCX43050 EVMCX43051 f 14 EVMJ44050 EVMJr4051 70 3'4 EVMBX42070 EVMBX42071 EVMCX42070 EVMCX42071 1 EVMA43070 EVMA43071 EVMBX43070 EVMBX43071 Z—VM—&-4—JM EVMCX43071 1 14 EVMJ44070 EVMJ44071 100 34 EVMBX42100 EVMBX42101 EVMCX42100 EVMCX42101 1 EVMA43100 EVMA43101 EVMBX43100 EVMBX43101 EVMCX431C0 EVMCX43101 1 1.4 EVMJ44100 EV'MJ44101 150t 34 EVMBX42150 FVMBX42151 EVMCX42150 EVMCX42151 1 EVMA43150 EVMA43151 EVMBX43150 EVMBX43t51 EVMCX43150 EVMCX43151 1 1 4 EVMJ44150 EVMJ4415f 200§ 34 EVMBX42200 EVMBX42201 EVMCX42200 EVM(,X42201 1 EVMA43200 EVMA43201 EVMBX43200 EVMBX43201 EVMCX43200 EVMCX43201 1 1 4 EVMJ44200 EVMJ44201 250§ 34 EVMBX42250 EVMBX42251 EVMC"42250 EVMCX42251 I EVMA43250 EVMA43251 EVMBX43250 EVMBX43251 EVMCX43250 EVMCX43251 1 14 EVM.144250 EVMJ44251 310§ 34 EVMBX42310 EVMBX423}I EVMCX423tG EVMCX42311 1 EVMA43310 EVMA43311 EVMBX43310 EVMBX43311 EVMCX4C310 EVMCX43311 1 14 EVMJ44310 EMVJ44311 400§ 34 EVMBX42400 EVMBX42401 EVMCX42400 EVMCX42401 I EVMA434UO EVMA43401 EVMBX47400 EVMBX43401 EVMCX434W EVMCX43401 1 14 EVMJ44400 EVMJ44401 `✓ aperwles revs�on tCellinp and bracket mounts havd4 hubs 3areplugged 1Fpr I sow MPS fixtures only Tospecdylot use with 55V lamp.addsulfix"LX"lo Cat No for example.EVMM31( 120-LX To spenty for uae with amp.add suffix"CE'to Cat No Foro.ample.EVMA43150.120-CE §200-400W fixtures are suitable tot use in Class l GroupsC and O areas only October t383 = 1983.Crouse-Hmde 4L-4 HAZARD•GARD H.I.D. Lighting Fixtures Integral Ballast Factory Sealed Dimensions' Reflectors Dimensions 9 7/16 4 i 1:.¢ - EVMB% L EVMC%, EVMA pom? 13/16 1 1 � Mamhnq DNail- •, 4 l— 1 4 i 4 r- I 30 Angle 5/16 DA EVMBx,EVMC% ---►J 3O•Anps - C ' M' W 7/9 High Bey Type Cat.0 Dome R073 — 2150--------r.+ 30 Angle RA73 10,44-----. High Bay EV3912 — 17.38 . .. +I' I V4 •11 1 Fixture Net Weights:' Fixture Drill, N.I.D. lamp with Globe and Source Watts 3uard(Lbs.) so 40 70 40 \ 100 44 - High 150(55V) 45 25• Preacure 150000V) 44 Sodium 200 46 250 46 310 51 400 55 75 I y 100 38 EVMJ Vape°r 175 41 41 250 43 400 49 Metal 175 42 Halide 250 43 400 51 75,100.175,250W MV All—Reflectors \,.Add for Mounting Modules'. 50,70.100.150W MPS 200,250,310,400 W HIPS Pendant 110 Bracket 4 F4lbs. 175,250W MH 400W MV 8 MM High 30' Ceiling 2lbs Stanchion. 2 14lbs. Dome— Bay— Angle— Deduct: Type a b 1 9 c d e Guard 1 121bs. EVMA 25 1/16 26 27 5,16 28 1,4 23 7S 26 716 28 9 it. EVMB% 27 7'8 28 1316 30 18 31 1,16 26 1176 29 34 31 38 VMCX 24 24 ISIS 26 14 27 316 22 1316 25 38 27 1/2 �Uenules reunion EVMJ 22 11,16 24 VS 25 1 4 26 118 25 38 27 11 16 28 34 OcloDar 1903 c 1983.Crouse Kinds IM APPLICATION DATA ' ASYMMETRIC \ SYMMETRIC ntea ptptxxome rc eameMa I EA —Ty,,,Y your�ry niorr .am.r. Lpmp Munry,ymp � I dwF1x11M TYPP FKIOI I 1 'CW .• rb � � I R9lrratl 10 uirarl4ll to i" 1 F]iI 'r„, e14nt re R ' p o I q p fp Y a „ li n Y N b „ „ All rIDua Ara aM+p vep Irpn W n „ i, Ill GanAep Tast Report 2sJ03 Ana 17J83 M r „ Y H APPLICATION DATA. AIPPLIGAMN DATA, l ' ltl S350.10pVy ASYMMETRICAL 538C.180W SYLIMETAICAL } H PS ill up) MPS, NOTE no-me lYi 0-M I-yl iMYa arM"M-al ftawar 9nY ann' INJIF.FW OWM AgppliMrill 1 eIW QYY .W pa JpsroO p,l •r,anY;fMY)ie asa,lrl~Val as Oa aynYpaay hall,~Ply. aaPr,a Own o1 erAla a.Ylsple b mBntyM owrolTem aM naawe Wpnmaes olArwla DIMENSIONS ORDERING INFORMATION' ftrrt -i STANDARD MOUSING BRONZE A maw taAA1111HA21.cat s300 35W lips(LU 0 MED lamp) NPF ballaal. 120V pnamatic. 4 tomperprox POSIGRIP K,ayrs,lamp InCAlaen --a --- 5310 SOW HPS (LU D MED lamp) NPF oeYast. 12OV. pr,smaac 4 tamperproot POSIGRIP screws,lamp nClWao -� 5320 70W MPS (LU D MED lump) NPF DaWs1. 120V pnamat t..T. a tempuproof POstoRIP wows•lamp Inc,~ A t I A 5330 10M HIPS(LU D MED lane) NPF bill", 120V. prism',a,,. Opanl'r4„,IY ytlNA " 0 _ t ` 1 a lampuprool pOSfGRIP Krews, lamp InG:udio 1 _ ¢)'y IPs raonea^ i 5340 50W Mercury V ,, NPF oa11a52, 120q nsmatic. w wa.w tnt• Y aM P span.xaK.o xi' .tamper prool PO$IGRIF screws,Iamb ref IrtCluoeo 12,cbsure p'yys ASyYYETPlGAI LK.PT DISTN1ailTIO11 RaMOIP'19e ror p - \ mpmnunq e• . •bcsyxp ouna•I / 131 IP5 T 'J appan rrola,, I!I DIq -HPF Cal) CIIW for a,rrvers:on W hgh power lac1M y rj I po,a -HRZ 90 rasl aiummum arm Market for rnounung Igture hg12pn1aNY', no prWIBKKI IOr Gnie!Junction pox A a C D E F Ir .is Internal shYk1 for use where glare may be a problem 4''m 4]µ 8}m a A+b 9 9 103 tmm ,OB Smm -SLV Sinter fmgtlerl Mw,t,rrg(Mrsult lapory to,ayanabrnty) 1nO5mm ^.pt 6rnm 2pJ 3^ � _ �^ 2286�n�� �- -277V For MV-277V HPF Vanstomyor(only AVYIab{e on HPS SOW 70W toOW aeymmempall mo0Na4 Kenall Guarantee These fixtures are virtually indestructible, They are guaranteed to wii..stand vandalism better than any `"i' - "Y lighting fixtures on the market. Kenall will replace any 9051 AdluslaDle Whooee lair 120V 0rlp'A�`� , fixtuieavandalized Within one year installed according 9141 Evteu,al ylso, to our instructions. 914..1 Pm essrng x,t it o uh lactwy for avoombi6 yf 1,500 Ta•npe,wool POSIGRIP acrewDnyer. —. � JJ� '! e f I a 11 MANUFACTURING COMPANY 4140 W.VIC10rla S1.•CnlCago,IL 60646 • (312)463-85DO Telex 72t481918520 lest'wall BMnulMunrp Gomyny 4 s5 Ground Rods 5-1 and CATALOG 1069 . NOVEMBER 1974, reoldces May 1970 page Accessories Price Schedule F-1 I CQ pper Bonded Ground Rods All Blackburn Ground Rods—Regular, Sectional, and Pig Tail —have a heavy uniform covering of electrolytic copper. The copper is metallically bonded to a rigid steel core. i_: Copper ions are forced electrically to join with the steel core, thus establishing a corrosion resistant band between the copper and steel. Threads on the sectional type rods are rolled after I the copper has been bo ntletl, and both the steel and copper !f are rolled into the thread making it exceptionally strong. C_ All Blackburn rods are put through a special drawing operation which work hardens the copper to provide a scar resistant surface for easy driving. ROD SIZE CATALOG (nominsi STANDARD WEIGHT PER TAGOFJ WITH COLOR IOU""* 414m.tI,r BUNDLE too A hnSNl CODE V44w 3M %•,s' 10 372 sm x•x s' s 345 4Ms %•its s 415 — •� sea x•.s• a uEo sno x•.t1r o sss R.4 r 1 --$11113 x'•13' 6 as I sMf %'its• 6 1025 _s3SS %':0' a 440 ` sits x'•s' s sx � 1 sIb %'a M s 7s0 sf1M %'4 10• ' sls! %'•13' s 1m0ss am %'IF ts' 3 1370 _ s11ss %'x it s /40s no %'•s' 3 sY Me 7q! x't tY 3 _ 1550 n 1010`__%'x16' 3 Milk 1910 1'x 10' 3 2321 t\/ 10M 1'a,73' t Ipp hwR P',LACKBTTP! JT.$_ ST. LOUIS. MISSOURI 63114 SECTION 210 PAGE 700 SEPTEM6FH 111P; PADMOUNTED DISTRIBUTION TRANSFORMER Dead Front Loop Feed with Bayonets ANSI Pait 1 STANDARD ACCESSORIES _ _ _ , ,_ K I. l;,. lnl va';0s r' . -- —2. lark with wekhxl On cover _ - ]. Ldhnq run+ �. J.:•L lugs � L . ._ - .:� .. _�-5� b. Unnpartnn nr �� 10. I:uAinO SIADIIS •.. _ � �� I I. I lilt plus and filter press ctnliweho,, 1 _� 12. `GIJN!N!ti5 SIMI cmlrrg fRR1 chmI1a10 IIArOehlatc, I7 (Il iyllf 111V('I pfDf{ �,..� + - �:-yC� N th. No l,eNl falxhangr!r T5. 1.V bnaheTus •lauu ph'i _ supphl.l wdh dbuU V.dvn arR1 sarr�plrnq,hwrc0 750KVA and abovE! �0 17. NEMA 1r nifid pads to. IR•nu1V ddR fro�nJt 51fI it it 3 C:•N8 R-'fCFfF MCA 11Q.@.f(Tf Yi L _ L o �QcY r„�� MiL TGJ 13t. laD w� �!$ I} .- � ..° 1 - 1 i' K, R .�• { ?it H ['� A I H M H"1EI xo 71 t + -+' i I CABLE ENTRANCE DETAIL No'F ALL UIMENSroNS ARE FORM n°UIL TRANSFORMERS rAWNWNS ARE NA"RIVIA -NOr TO BE USED FOR L]ONSrRUCr10N •• IS rYgrVA_ Q.- 1M1U:5pMVA—J" WAR A a c 0 E F O X N GAL ATMWOR.TOTAL INT Lich" WON OIL 11?5_ _?9 ?B �B • SE IOG.� 7 _. ISO� % B1 9D :T r A A -. __ 1B . y rW 17W Ni'. 110it 111913- —91— y. TAD +, A .�__._..,MIT, ..._ w _ Padmounled frensformM are designed and tested In acconhaace with ANSI C57.12.00 USA Standard General r`+ Requiremanls for Distritullon. Power and Regulating Transformers and Shunt Reactors;ANSI 4357.122,e Three F nass Padmounled Transformers. TESTS ..�.—� STANIOARO FEATURES Tr i following tests are made on NI lhrne phase Wrieral oil Immeaad, Padmountoe IramsfOrmera.All Inks►re In accodsnce Beetled tank of with its latest revision of the ANSI Standard Taal Code PhIsSivafion.Sfaralli tank Prnasu,c Is b of TranalormMs. PSI. Resistance measurements on all windings On Kre rated Flat cor;li,D panels In CO"WROn header when requited, voltage connection of 9"ti unit anti at the extreme, Transfo:mar tank with welded on Covers dOmed to she, Of Orel unit only of a given rating an an order. Wolof_ Ratio tests On ins rated voltage correction and on LIN lugs for fitting transformer complete wi,h;IquiJ all imp Cainseiioia. Provisions for peklno, No load Ides at rated voRage on the fated VoK►7e Olio Inch upper filter plats COCIA003er and titer plug. connection, Ground Dads Par Nf.MA. Etching cu"Ont at yatao voltage on the rated voffaoo NO bad tap Chan whvn aQU.l r i gar( Ud, connection. Tenger.propf hardfpte. Impedance and load loos Of rated current on thefale inch kgWtl level plug. extfe voltage connection N Ngi en rand poi tan tap Codfbination drain and filler vatve sampling d,hice .n 750 orihemas of One uelt Only of a given Eating on an ortlnr. KYA and larger. Polarity and pnose-relation tssis on the rated voltage One IrWh drain plug on 500 KYA and below connection, The high voltage and love wdtmoe comperlmants e•e APp'-sd potential testa. Infenslly bolted to the tank wan. Induced potential teals. The compartments are hlvided by a 819e1 bsrper. f c!n oompaltrn nt doors have removehle%talfNesa ales,hinga The Ioilow1110 aM special tests which may t,perfurmed 11 Pins, eo thal the doors may be lilted uff. requited. Relay to price schedule for appropriate solders. The cOmDartrnent ccver Is remOvabb, Temperature leafs Impulse test. A removable sill is provided under the NO'and low compartments to permit rolling Or evidding info piece. Sound tests. The Compartment doors heve a three point cocking OPTIONAL ACCESSORIES maChanlsm and the primary Compartment door Is lnlerlocked so trial it cannot he Opewv)until it. )( Pressure relief device voltage door is operied, Bushing Inaerts TM high voitmge COmpsvtnent hOuswa the high voi!age Kirk key interlocks X Dial themronreten wells less Intent and ground pod. K Liquid level gauge The bw v0"490 COmparblNi house the knv voltage }�Pressure vacuum gauge bwhings(spade le,Iauialal,lab load tap Changaf,drslo Combination drain/sampler valve Plug w valve,,slaimiess Wheelrnin n Cacifo and provisions 1 Provisie'ls for PT's or CT's for Ilguld level gau fn ge,dial iheO m es ete and prame Ir IAV Gay.ry B9F2- O►l. CTFF SW VWUUM Yaws, /`' "T w31 l!�rOQt1 O.` LxJ 5 ,Lt-G6:.ra isl2f- Z.UuliP-VCT10 r,J REGUNIEO OMMMq IIIPOIIMTION CtlatOM1P ^' O. go Aft QOL� (t rc . R33i- GFcw o��Ga i 1 WkNT iivm MliNu ` Jlad /aM £ M,YSE ratU vreu,Lfavd llQuib XM/ aDUrip LEVEL WL o"t,N6fiON 1 _l-ut'h. oa_ GaG 3 Go viz Misfrl at. , .�4 S S`IDNEel� 9 SCf1'11L,� 'L.:tiN0Y1Y. MINI I���a�Gro111J))///�..7z���u_v 2-a'Iz2A46N iDo �a-17 V nn„wsc� Gef N a—P'MOV.L tWa7 Owda. G[MWWO nif aaPOPIS MCTMY ii1aP.4d0--- naGD aELIVfeY—'-- I/ N o ID'ILNNGS A � x64(£ ' SKC1AL fE_ATUMEs co Cg1101T1oft- `- aY Tr PV fl.Yn.m4 INt r. rr I Molded Case Circuit Breakers F225 Line Circuit ]Breakers ?0-225 Amperes 480 or 600 Volts ac 250 Vnlls ec ..0•,r Type TFJ—Non-interchangeableTrip 2 i,kr*l C L 410 ✓X Includes inc,.1n0 load Ipfla. I 0P1110_ epsiaa Two-role Three-pole- Frame J0 � 1 Trip I JIf II Lug X i s I 1 1i. .. IIJ:.1 1W1 is Type TFK i Types TFK, THFK —Interchangeable Trip _ IUBLLN d I M UN r 1yy� II ++ Yu F l..11 rNl slsl hlee.� t 1J14 h1XR '1 O??INS t.. r41 e01Na a .1 r ep,ays , ..J, Two-pole,400 Volts ac Max.,250 Volts do Max. I VW IR Ya11'UWY I r J uaY1 tlRt]5 .Iu �' I V! nY! i n bl)BfYAI —� it k J `N� IPR.410M0 II R,IU 1110 r Yell 11Y 411?'INN Ilr f dWl (fR.'H OPo i1..,pW1 k I _.•o I+nl ^d IRlNlfxxxl tlR a( A: 1er,., nt`. �'M 1 ,11 I a lM " FX] 1/'+. IfF N11UWl IIMR JI gal. II R, 1.I-.L� Irl•Y fY dXi r"Q f(R°2i1 TMiVa (k d '1WI ❑R:J(ail '. tJa s late .YI I'Yu 11 Rp�USIMM aka 1U II R,•;�4f I•., Ia �M• IPn Ilk.•;d4:,W1 If •Y '!Y YkX) tlFy•,µxWt III k t XX 'w I R;•f.SWI q N NR 5 uN y;n11J(JU to X 141 rYx'J�sm erbl 11@.M Il:dl l'r 4b +1 an Three-pole,600 Volts ac Max.,250 Volts de Max. _ ^ R,'f 11 1 II --- N 4M 11 Y 'I, 'WI I , fR,u tu' W.M 1g1.M }es p ; IIYWI A� I,h:x,l tl ',I H.I lM1U N I1 Ilr NI1'MI IIII I it At YI Y lj RI��i J(lOYt4 I4 '.' f 11R y�Il ( Ifr'nt ts/too ✓1.M 1II 111 Il��u te..� — . 1 I tt R. V 4 .�.• 7s1.as I 1'It _NC'_Wd,n ("t'oplc'I( (2; no'nll I( I ry I:tailatlon kX NutUL1-,Ia i ACCC550r1e5: ♦Y;L I...(.blues bw low k'ao ttxl.we- I"'I"v top I.+nl SU". �� ') For a1JimNw Iay,-.saW iahrc . I�It'. 1 t! o•,It51 only when t;I:11Y. I t pny, 26 Ipr alkldltRhal page 3;1 l l+drrvcri,r=a Ghnlplete 6WRCf1 rk3ad5 (� W 1w115 na.en lql 4-16 CENTRAL ELECTRIC Rome Coble SPEC 92 February 1..1905 �4 P O 77 .4 T - Initial Issue ROME-EPR POWER CABLE, 15000 VOLTS Single Conductor, Shielded, 1330o Insulation Lever AEIC CS6. MV-90, Sunlight Resistant, CT Use APPLICATION A5 madum vohage MV-90 poem uabb to use n:mmn fawner.Clsfributwn and branch circuits in industrial.commercial and electric uhNy installetyns Cables may be used in wet or dry locatyns m Circuits not exceed'ng 1s"vans 133-,msWahen!five at coirdu[for :errpnraturea not exceeding 90 C for xwrinal.130 C for emergency ,v� Rorne-EPR erload am 259'C fa shorl-cirtdrt conditions icilable for Pslal!algn m Insuialrod Cdntlwl tray.trough Mcts.aerial and dvoct burial;Woroahons CShieldingCCrPpr u' s I Alurmnum STANDARDS. PVC lacks! 1 I! Coniutpr A Conforms to Power C ta CS6 for'Ethylene Propylene RuWxv insulated J I Sh Fbwr bles ' /1 0. Cuntrms to ICEA Pub.No S 6d.516,NEMA Pub.No WCB for "Ethylerw propylene-rutom insulated Wife and table.' C Usled by UL a$Type MV 90,per Slamfald 10-,2. t Snield } D Listed by UL as Sumx7hl Restitant Eatruden E Sizes 250 MCM and larger UL listed for CT Use. Cori F Conformsru MlLC-26661A Exucded CONSTRUCTION Annealed copper w a:uminum conductor,extruded trwtahun Scam colduclnr shied.Ronne-EPA emyle-fe-propylehe-rubber msulauon,ex- buded insulation shm,d.5 inn c'upper smetding tape,black polyvinyl chkvrde ra:kel,w4we pnMrl fhlckne:s In MJs Ddgxno,ordrlCWr Manitaim GOravM.IW Sze N<vnmal Approx Aplxw. AWGUiamalen Nominal Net or No o1 Over rn; Ihametr tat LD. Antpac4y Stock Vyl Lb' Amparary' taCM Strands InS.W.ut Jacket Inches Inches IOOO Ft Tray �ondm: Dual beets low Ft hay Condon ,n•,rtl 15000 VOLTS.SHIELDED,133°"INSULATION LEVEL tUrlgrourdeQ Neutral) 2 ' 7 220 80 .79 1.04 680 — I 150 155 S 545 — 115 1'0 1 18 220 00 .83 1.08 760 -- 170 175 590 — 130 135 1 0 19 220 60 .87 1.13 %9 — 195 200 S 645 — 150 155 2.0 19 220 80 92 1.17 980 — 225 230 S 700 — 176 175 30 19 220 80 97 1.22 1130 -- 260 260 775 — 200 200 4 0 19 220 80 1.03 1.30 1325 — 295 295 S 870 — 230 230 250 37 220 80 108 136 1490 445 330 32-3 960 345 256 250 350 37 220 80 1 20 146 1880 550 395 390 11W 430 I 310 305 500 l 37 220 8o 1.32 1.59 2440 605 480 165 1 1380 635 1 385 370 750 61 220 110 1.51 1.87 3460 885 585 1565 1890 700 485 455 1000 61 220 110 1,68 2.04 4400 1060 675 640 2280 P40 565 525 'TRAY'.Sn,gle laver in unawered cable tray with one cable dishwater sbaurng,90 C Co du0W Te.-peraNrw 40 C Amtuiant CONDUIT.Three cables m,Waled ton-3un in ash,90 C Conductor 7entP&aWre.40 C Ambent.DUCT. Throe cables per duct,90 C Cc•duacx Tamperaiura,`Fd�limbienl,One Cxcun. 100^.e Load Factor,Rho 90.For Omer mstallatan conditions,rely toWibcde 310 15 of the National ri"Inrll Code NOTES ISue 2 AWO 4 riot recdgrazed m me UL steMard for MY cables at 15 k'!133'.IL TNs srry is fisted as IOg"y Il buUs testrd as a 133 IL cabin Cables mayy be direct burred where NEC jurisdiction applme d instancy in a sr sleet with a gloording conductor that is in Kole roumrry and can. lams w4h NEC 250-51 Information on this sheet subjett to change without bellte. tin Rome Cable SPEC 7282 C O FR P O f7 A T ; Specification ROME-EPR POWER CABLE, 15000 VOLTS Single Conductor.. Shielded, 133 Insulation Level AEIC CS6, t ' ' 90, Sunlight Resistant, CT Use 1, SCOPE 11 This specification describes s, gle conductor.Rome-EPR(Ethylene-ptopyiene-rubber)insulated,shielded power ca- bles for use in circuits not exceeding 15,000 volts 133%insu!ahon level at conductor temperatures of 90'C for comin- uous normal operation, 130 C for emergency overload wndilrons and 250 C for short-circuit conditions.Cables are intended for power cable applications, in wet or dry locations, including conduit, cable tray,duct, direct burial and aerial installation. 2. STANDARDS 21 The following standards shall forma part of this specification to the extent specified herein. 2 1 1 AEIC CS6 for Ethylene Propylene Rubber Insulated Shielded Power Cables." 2.1.2 ICEA Publication S-68-516,NEMA Publication WC8 for Ethylene-propylene-rubber insulated Wire 8 Cable." 21 3 UL Standard 1072 for Type MV-90. 3. CONDUCTORS 3 1 Class B stranded annealed.coated or uncoated copper or aluminum 1350 per Part 2 of ICEA. 4, CONDUCTOR SHIELDING 4.1 Conductors shall be covered with a layer of extruded c,xlducling thermosetting compound with an average thickness of not less than 15 mils and a minimum point thickness of 12 mils.The extruded layer shall be compatible with and firmly bonded to the cable insulation and shall be in accordance with Par.0.1 and meet the resistivity requirements of Par D.5 of AEIC CS6. 5. INSULATION 5.1 Directly over Me conductor shielding shall be applied a homogeneous wall of Rome-CPR insulation.The ins, lation thickness shall be 220"and the minimum thickness at any point shall be not less than 90%of the specified thickness Physical and electrical properties of the insulation shall be in accordance with Par.3.6 of ICEA 6. SHIELDING 6.1 Over the insulation shall be applied an extruded conducting thermosetting insulation shield It shall be in intimate coma. rh the outer surface of the insulation and shall be tree-stripping, leaving no conducting particles or other residut m-insulaCnn surface.This layer shall be legibly identified as being conducting.The average thickness of this Wyei sl be in accordance with Table D2 of AEIC CS6.The insulation shield shall meet the resistivity require- ments of Par.D.5 of AEIC CS6. 6.2 Directly ove,,the extruded insulation shield there shall be a helically applied 5 mil uncoated copper shielding tape with a minimum 12.5%overlap This tape shall meet the requirements of Part 4 of ICEA. 7. JACKET 71 A polyvinyl chloride jacket shall be applied overall.The jacket shall meet the requirements of Pad 4 of ICEA and the Sunlight Resistant requirements of UL Standard 1072 The jacket thickness shall be as specified in Part 4 of ICEA. The minimum thickness at any point shall be not less then W,.of the specified th;cknes.. S. IDENTIFICATION 8.1 All cable shall be identified by means of surface ink printing indicating manufacturer,size,insulation type,insulation thickness,voltage rating.insulation level,year of me nufacture and UL designations. 9. TESTS 9.1 Cable shall be tested in accordance with AEIC CS6. ICEA S-68-516 and UL Standard 1072.Certified Test Reports may be furnished if requested prior to production of the cable. At'EnGar ".�"3 DATA SECTION 5 01 Medium Voltage Power Cable 4 9-01 Unftield ' EP Shielded Power Cable Type MV-90 Compact Copper Conductor $000, 15000, 25000 and 35000 Volts 90C 11111110 Description fossil fuel and nucieat powered HowtOOrder CONDUCTOR generating stations Order by Anacondo-Ericsson AP Annealed bare copper Anopoct' Features and Benefits number,quantity,size.voltage. Compact Class 8 Strand Acceptable for use in OSHA regulated Number of s Saes: 2AWG-1000MCM installations. specific lengths required EXTRUDED STRAND SHIELD ESS EXAMPLE P E l J UL listed as Type a National for use i t dal EXAMPLE Extruded black conducting stress con- Code. e with the Pidard i Fl6ottical Anaconda-Ericsson AP 19001, trot raver over the conductor.Minimum Code.Meets IEEE standard 383 nuclear UnlShleld EP. average thickness not less than 8mils. canon requirements for use in nuclear INSULATION (Class IE)and non nuclear generation 10000 feet. 210, single conductor, stations 5000 Volts. Ethylene propylene (EP) Insulation. col- Sizes 250 MOM and lar Ored to contrast with block conductin 1� are also tole re 0 loot lengtt n s o non return- shiela layers. 7 listed tFor CT Use in accordance with OUIe reels the Notional Electric Coos. iNSULATK)N SHIELDAND JACKET Temperature Ratings. Splicing and S'z corrugated copper drain wires em- Normal Continuous ^OC Terminating bedded in an extruded black eon- Emer d nc ucting chlorinated polyethylene y 130C Short Circuit 250C UniShield' cobtes con be spl•ced ono (CPE.130) combination insulation Anopact conductor and stmuitoneous terminated by conventional techni shield and jacket. extrusion of strand shield and insulation ques. Specifications combine to form a virtually perfect When ordering splicing and tot. Meets or exceeds The requirements Of cable care minting supplies from your normal EP Insulation offers these advantages SuppLers you shoWJ specify Mat they el 1tri2 for Medium Voltage Solid-Di Ore for use on UniShield cables giving electric Cable. Excellent heat and moisture ierstonce the corductor sae and voltage rating lCEA S-68-516 and AEC CS6 Standard Outstanding easy no handlintance ofthecabfe. for EP rubber insulated wire and cable. HighFlexi dQyforeasy handling High dielecfrlc Strength AP 19000 Anaconda-E?icsson Product Low moisture absorption Specification for shielded power Electrical stability under stress cable. Low dielectric loss A complete. detailed guide tot Chemicals and radiation resistance developing a specification to meet EP insulation Is colored for contrast with Your specific needs is avoilobie from OlOcK conducting loye,s to simplify Yaw Anoconda-Ericsson Representative cable preparation for more reliable `alices and terminators, Application Cornbinplion drain wire shield and NATIONAL ELECTRICAL CODE rocket provides high short circuit coop. Anlpactttes: Article 310-15 bfllty and uniform shield impedance. Wiring Methods: Article 300&710 Embedded drain wires will not bunch Cable Troy: Article 318 up inn will resist corroding Grounding Sixes. Article 250-95 Medium Voltage Use the drain wires as rip cords to strip Cable Type MV Article 326 the jacket safely for ces and term, nations More reliable,ilyp 43% latter UniShield EP has a proven record at than with tapes, reliable oertormOnce. Millions or feet, ChlorinatedPolyethylene.have been installed in a broad range (CPE)jackeh Of commercial, industrial and utility have excellent moisture,chemical Ono Projects such as pulp and paper mills. Name resistance. petrochemical plants,steel mills.lextile OPE Is a tough Jacketing material, mills, water and sewage treatment easily surviving severe installation pro. facilities, environmental protection cedures.including file North Slope. systems. railroads, mines and both Anacondo•Eficsson Inc.,Wire and cable Division.Greenwich Office Park 3,Greenwich,CT W30(203)622-7000 DA i iA SECTrON 5 02 Medium Voltage Power Cable k1mrsconda 4% UniShieid' EP Snielded Power Caale Type MV-90 Compact Copper Conductor 5000 and 15000 Volts 90C 14e DIOmNN Drell il.e AW1i Numbet Conductor InwlOnon firer 11rke Jackal drerdl AWG Or of C ameter Thickness m1u10nOn %!re ➢iCkneN Dbrnerer Nor WNQM or MCM showW Inch him Inch mm Inch- him A11Vp_ Inch him mch mrh 16t/Mfi k0/km 44aM 5000 Volts __ _ _ AP 19001 2 Q 7 M A6.9 .0% 23 0As 12.2 20 .o75 f 0 -- 0.65 46.3 aw 666 2 Ito W 19 0.34 05.6 .090 2.3 0.65 U.0 20 .075 1.9 0,73 18.5 525 781 % 2l0 0 19 0.36 097 .090 2.3 0." 45.0 20 075 +,9 0.76 49s 635946 21C 417 ® 19- Cell 122 .09023 o(,9 17.5 19 oOW- 20 _0.88 22A 920__1369 410 2W 37 0,53 13.5 090 2.3 0.74 111.11 19 boo 20 0.92 23A 1056 1370 260 350 37_0_.62_ 158 .090 _2.3 0.83_21.1 15 _OdD_2.0_ CO3 262___14is 2" 360_ 500 m 37 074 188 090 2.3 096 24A is .080 20 4.76 29.5 4926 2%5 50D 750 .N' 61 0.91 231 090 2.3 t i3 2s.: 17 .086 2.2 1.35 34.3 2500 4167 750 1000 61 1.06 27o .M 23 1.28 _325 16 100 2,5 1.54 39.4 37M 5514 400D 150M Volts 100%Insulation Level __ Grounded AP 19141 2 O 7 027 oe.v .os 4.4 0.66 +es 10 080 20 0.e4 21.3 505 152 a 110 iD 19 034 05.6 175 44 0.72 1$.3 19 .080 2.0 0.91 23.1 665 990 170 2rC ® i9 0.38 091 175 4A 0.77 49.6 19 .080 2.0 0.03 241 775 1163 210 . c 2 19 0.48 12.2 A75 44 0,87 22A 1s 080 2.0 /.06 269 toss sets 4!0 2W m 37 052 436 .175 44 0.91 23A is logo 2.0 "1 262 4225 1823 250 350 Z 37 062 458 475 44 _1.01 25.7 17 A65 _2.2 _421_30.7 1606 2309 350 500 !9 37 0.74 18.8 -.175 AA 1./3 28. f7T .085 2.? `t.35 343 2r50 3200 500- 750 0 61 0.94 231 17-5 4.4 1.30 33.0 16 .too 2.5 155 39.4 30110 45113 750 Iwo ® 6t 106 27.0 .175 44 1.46 37A 16 .400 2.5 1.71 42A 3960 5493 400D 15000 Volts 133%Insulation Level UrawriCed- AP 19161 2 ® 7 027 069 .220 5.6 0.74 Me 19 .000 2.0 0.93 23.6 61110 463 2 Ito a 19 034 06.6 220 5.6 o.81 20.6 is DOD 2.0 1.01, 25.7 740 4134 to 210 is 19 _ 038 09.7 _ .220 5 6_0 86 21.8 _+e_ .000 2.0 __ 1.05 26.7 e7o 1?95 2p 4r0 19 0.48 122 .220 6.6 096 21.E 1e .oso 2.0 -1.16 295/475 1749-400.� 250 3 37 053 f3.5 220 5.6 i.00 26.4 47 -M 2.2 121 30.7 134D 1994 280 350 IS 37 062_ Is tk .220 5.6 1.40 27.9 17 065 22 _132_33.5 1725 2567 350 500 0 37 - 0 18.8 .220 ae --_ 74 112 31.0 17 .085 2.2 1.44 36A 2246 - 3374 5W 760 ® 61 091 23.1 .220 64 4.39 35.3 16 .100 2.5 144 41.7 3206 4770 750 two (9 61 106 27.0 .220 6.6 1,55 394 15 1t5 2.9 t80 es) 4100 6tot tow SPECtAt coNSTwcooNs ®AU1K)MD STOCK ITEMS Dimensiotn and wskghb shown !are Su+g;econauctorsPoraileled Stock Hems ore available in long nominal. subject to sfonaora !ndusrn7 Single Conductors Tfiplekea length% far cutting to your, spec4l- iWeronces With o:without Graund Wiles cations. With of without Jackals overall Hied cut len Spec gtns ors subject to o !NTEROCKEDAM" toleronce of plus 5%Mims 0%. Deter to popes 5 16 6 20, Anoconoa Ericsson tnc..Wire ono Cable Division,Greenwich Office Park 3.Greenwich.CT W30(2031622-7000 Building A. an Engine Generator Systems a rt r x ` A Division of Cummins NorUnv95t Dws+d,tna Start with \` the basics. 1b properly design and integrate power generation I The advantages of a"totally integrated"power equipment,the manufacturer must thoroughly I fys.�M. understand the system's two primary components— At Power Systems,we design,manufacture,and the engine generator set and the electrical controls, deliver totally operational power systems.Everything We know.We've built over 3000 custom generator from the generator set and switchgear to the battery systems.And in doing so,we learned that by building and fuel tanks. All are functionally tested to ensure and testing both the generator set and the switch- performance. gear,we can deliver a reliable system that meets or You buy from one vendor.You work with one systems exceeds all specifications. engineer.And the system we develop for you can be We've been building custom generator sets,switch- anything from a 10 kilowatt(kW)standby power unit gear and control systems for over 40 years. Now,as to a 10 Megawatt(MW)prime power,multi<ngine the newest division of Cummins Northwest Diesel,we system. We've built both of these.And just about + can choose from the entire family of Cummins indus- everything in between. Each and every one of them trial and marine engines as well as select engines has shown a singular commitment to quality and outside the Cummins horsepower range.We then reliability that can only be found in a unit designed match the engine to the generator,switchgear and specifically for its application, electrical controls that are right for your application. A proven record in building custom switchgear is now teamed with Cummins engine expertise. It's an un- +FIE& , beatable combination.And it's your assurance of the ± ultimate in quality performance and flexibility in your next power system. C C C G J C G G C. I • a ago ■ fir - - A first-up/first-on automatic paralleling system controls two 5QOkW generator sets. A 600 kW Cummins-powered generator set provides prime Power for a remote construction site. ! Copynght 01982 Power Systems.A orv1sion of Curnmins Northwest Diesel,Inc Alt rights reserveA. j your engine or ours. The extras that really matter. When you purchase a generator system from us, Will your system be soundproofed or weather- each component is carefully selected based on proofed?Buried under the ground or trailer mounted? its ability to meet your critical specifications We Do you have special requirements for battery charging specialize in producing generator sets driven by systems. fuel day tanks,advanced instrumentation, Cummins engines in the 100 kW to 1,000 kW range. pumps and silencers? For applications outside of'his range,we also offer Isuzu,Allis Chalmers, Hercules,and other engines All these can be de i mred as part of your total package.We devote the same critical attention to Even it you've purchased a generator set from these vital"finishing"touches as we do to the gen- another dource,we can work with you to integrate our erator set and switchgear. Details such as these may switchgear and controls with your generator set.It's appear trivial.But they often spell the difference be- all part of our commitment to performance—and our tween an operational system and an incomplete assurance to you that'he equipment you buy from installation costing you time and money us—whether it be engines,generators,transfer you'll At Powbr Systems, find that switches, or complex load-sharing controls—will Y Y specifying and perform flawlessly with the entire system. purchasing a generator system is easier than you ever imagined. i _saa•e,!,� OOO ❑ 00 � � ' ' i A A trailer-mounted,126 kW generator set goes to sewage lilt stations during power outages.Motorized reel speeds Cl eme lency hook-ups. i ' x i Complex paralleling switchgear controls six generator sets which provide standby power to air blowers in a uranium mine. Add design and manufacturing expertise. Air A company's ability Next,engine and generator are mated in the to design and manu- O n n generator strop while control panel assembly starts facture a high-quality `J ►J neld door.The generator shop accommodates j reaable product makes that company a O ///111 , + individual systems weighing up to 100,000lbs unique At Power Systems,our unique expertise is ❑� (45,000 kg).Our assembly area lectures a movable found in every generator set and control system we low root with mobile crane access for transporting deliver Because each component is custom built for systems. you.Our equipment is built to last,tested for perfor- A standard engk� I e• delivered on time Here's how we can mounted cor fro panel with mance and de In the control panel and swrtchgear shop.engme- make and keep that promise. microproces;or-based autr mounted,wall-mounted.and free-standing en- make ., _ start orcudry generator •r r.t y closures are assembled and wired.Complex metering,air f engine r,! annunciation systems.transfer switches.electronic Orw first rfowung. i funcfion reacoufs and ; governing,full metering,and automatic starting i , alarms. „; "+ y controls can all be incorporated into the control Whether you ask us for a quotation or request a formal - „ - M. bid your first contact with Power Systems Will be panels through a System Sales Engineer who will meet submit _ -!r areSophisticated sse Paralleling and elf sharing controls you.examine your power requirements arkl submit a i � `, V `x �. are also assembled here.a5 well as Custom conn0f proposal for the project. I+ f Vol ' -ystems and specialty switchgear. Next,our electrical and mechanical engineers trans- late your needs into a working design First,we look Our system sales engineers work closely A test technhrian uses a Uty adjustable.three ►wtWfO efs experlenee to We bsV at your specific application whether it be standby w417 system deagners to rhoroughy plan ® phase voltage and current supply to check cnntrd power,prime paver.Or marine. your power system. a'a�y on the line ere we put our promises of performance And prove to you that your system will A thorough load analysis is then conoucted.rigid �® operate as specified performance goals are set and the system design is The testing procedure is borough,rigorous,and n,ny cnmplWed. ,., _ doccmented You or your representative are invited to •�_:.�__ - - Witness all tests.First,we check the ac and do con- Treneletlefl;deelpNMeredty. trols with a simulator Next,we interface the control Building the generator system is a tour-step process system with the generator set and perform system Here,proper scheduling and materials handling vi tests.Alarms.starting circuits.instrumentation.and -ro absnrnefy essential.They can spell the drHerence T� switchgear are all completely checked Finally a load between a system that's delivered on time and one I is applied and the system is tested to its maximum trial s held up in the shop. - safe output As required in he test procedure.high- V r I speed recorders are used to save critical data ur system begins H;life in our steel fabrication shop ! All this happens at our diwson o"ices and manulac- vt re control panel enclosures,steel bases,fuel A 750 kW generator set powered by a Curr inft luring facilities in our spacious 2 5 acre complex,n ks trailefs.and houses are manufactured.All KTh2300 en ne dwarfs a 20 kW Isuw unit. 1�y. [M!'fir CW !1'�!e-r the Factoria Industrial Park of Bellevue.WA.Were sk and built to withstand ne severe climate. I only,minutes from major freeways for ground trans k and subjected n which generator installations are �►. ...ca!ly subjected to portation of finished sy stems and 15 miles from the T Port of Seattle for shipment by ocean vessel ors► _ w L -r,R With years of experience in A �_ �, ► applications like yours. Every year, our installed base of power systems grows. And with each new installation,we've learned two things. How to match a system to a specific application,no matter how challenging.And how to service that system, no matter where it's installed. Chances are that sometime in the last four decades, we've built,installed,and serviced a system very simiiar to the one you need today too From large to smaN,,owes find Power Systems 1 everywhere. The first generator set we built was a 5 kW unit for an electrical contractor.Today,we supply contrac- tors.government agencies, petroleum companies. the armed forces.and many private firms with reli- able standby and prime power generator sets and switchgear. 7echni;fans perform the final inspection on one of twenty 500 kW trailer-mounted,prime-power generator sets lull!la •Hospitals,clinics and nursing homes rely on our the Middle East. standby-power generator systems to protect their patients in the event of a power outage. •Sewage pumping and waste treatment stations continue to safeguard our environment,even through _— a black-out,with the help of our back-up power systems. •Coast Guard Cutters break the ice with a special ��� ' P�^ engine-driven blower system developed by us as an extension of our engine generator expertise. •Computer-controlled peak-shaving systems help reduce demand charges and cut utility bills. •In a black-out,data processing and computer Two,200 k W Cummins generator sets provide ships service systems won't"crash"thanks to an engine generator on the Washington State Ferry Klickitat. An additional 175 kW system which charges the uninterruptible power unit is used for standby power, supply. •Businesses everywhere minimize the effects of ' brown-outs with power systems paralleled to the primary supply. —� We tell you about these applications with pride—to let you know that we're qualified,capable,and waiting to 'A 11 build a generator system for you. 4f., •b A major financial institution keeF s two 500 kW generator sets on standby to power the uninterruptible power supply in its computer center Worldwide parts and service backed by the ... `t'. 4 Cummins Engkle Company. When you buy an engine generator system from us that is powered by a Cummins engine,you're also �+ buying a very important extra—the resources of the worldwide Cummins service organization. Following the delivery of your generator system,we .. _ will,at your request,provide all the necessary start-up • _ assistance to make your system operational.Opera- tor training sessions detailed operation and mainte- nance manuals. genuine Cummins spare parts and service back-up are available, r Switchgear and control systems, no matter where in the world they are installed,are serviced by trained Power Systems electrical technicians. Spare parts and stock generator sets can be found at the 10 Cummins engine service is performed locally by the Cummins Northwest Diesel offices as well as at numerous Authorized Cummins Distributor or Dealer nearest Distributors and Dealers worldwide you From Anchorage,Alaska to Missoula,Montana, the distributor is our parent company—Cummins Northwest Diesel—with ten offices conveniently located throughout Alaska.Montana.and Washington. Genuine Cummins Parts and local Cummins Service. Two very import..nt extras to ensure system reliability and reduce costly downtime.They}e both part of our f•Y total commitment to you. The next slap. Buy your next power system from a company that understands your needs.From a company that can match the engine,generator,and Switchgear to your Factory-trained Cummins service technicians provide orr application. From a company backed by the sales site maintenance of Cummins engines and generator sets and service network of Cummins Northwest Diesel and the worldwide Cummins Distributor organization. Contact us.We'd like to build a generator system for you. i i i Periodic maintenance contracts and round-the-clock service programs are available from Power Systems A Division of Cummins Northwest Diesel,Inc. Bellevue.WA..,,. Telex 152235 IF . A Y� 3 _ L vy _ A41t 41 Rj Simpson TwinSeal m About Simpson. installation of the pipe This highly engineered and Sewer Pipe is modern P e nnnrationtsequirement the s of sng ewage infiltration p Simpson Extruded PlasticsCompanyisoneo} 9eP�P'n9 • technology's answer to the nation s top five producers of PVC Pipe s;stems with plants strategically located in Washing- m PVC Advantages. the problems of efficient, ton,Oregon&California .A wholly owned subsidiary of Simpson Timber Company, economical waste we serve tthe potable water,sewer,irrigation, o�Pmpso�cC pipe perm tsitto transfer biliry transportation. and communications markets. much of its load to the support of the In business since 1895.Simpson brought a surrounding earth.In effect,the pipe and the background in chemicals and wood pipe,and earth around it torn forces to make the PVC a reputation of integrity and product pipe/soil system one of the strongest sewer pioneering,into plastic pipe manufacturing in systems in use today in terms of ability to the mid-19Ms...and has been growing ever withstand both earth and live bads. sip' This flexibility,combined with extremely high An active member of Un Bell Plastic Pipe impact strength,enables Simpn•,on PVC to Association.Simpson supports the industry's withstand impact loads that would crack or efforts to maintain the highest standards of shatter most rigid conduits. design and manufacture. Minimizes InflWation&EAR Mion:The dramamama p coupled rising cost of sewage treatment, coupled with increasing envuon- Simpson PVC(polyvinyl chloride)sewer pipe mental concerns,makes system integrity combines the highest grade raw plastics and (tightness)one of the greatest engineering most advanced manufacturing technology concerns of municipal waste handling.No available to the industry today A series of other sewer pipe system does a better job continuing quality control checks insure than Simpson PVC when a comes to keeping p pRAW ING REMM that Simpson PVC pipe meets or oxceeds sewage in and ground water out.PVC's industry standards. integral bell gasket jdnts maintain their tyo. Our sewer pipe utilizes an integral bell tightness even when subjected to deflection NO ExC,,a1 TON$ TAKEN gasketed pint that provides the tightest seat and bending.Root penetration and found in contemporary sewer systems.The associated problems are virtually eliminated. O MAKE CO gasket NQT® gasket is factory installed to facilitate `i AMFN� ANC fzrSUBMIT • RE�EGTFt; PiESUgMT .. Ian<p i 11 -PKAiM.a aMv Int cnI'o• w11n\e!p.a�n _ M OIa[f and rmm�nan<e+nn !•�nb.T011 JlTM.Nn.M e4,1<oH uI(nMlO.a .. n` ° (f IM nD�610.IMO.AIHbn ILY p.Iuln� 'n•' -1 I le leopnlOUN el NnIM41bM pme: ine`np�n f:..... ro IM'aL .ra..o.p.IXlaSnPl!w IIrtfM. e � a VA Lit x 6 N�DE11V1NGST9Nf 'l 2,OTlt E vr„IFnNG fMG.+EfnS ap1U SvyASNNGi ,r yN103 r r A � Reduced Maintenance:A long range benefit Is derived from PVC S resistance t0 root penetration and non-clogging joints When cleaning is required,all that is usually `;•necessary is hydraulic equipment although mechanical cleaners may also be used.The smooth non-welling interior walls of PVC are tough and highly resistant to abrasion from waste or slurries being transported They virtually eliminate erosion,pitting and tuberculation so often found in other piping materials Easy to Handle and Install:PVC's comparative light weight makes it easy to handle pipe lengths of up to 20 feet So there are significantly fewer pieces to lay than with other types of conduit 110Superior Flow Characteristics:Simpson hydrogen sulphide cycle that is so destructive PVC s glass-smooth walls provide superior to many conduits In addition corrosive sal flow characteristics,This,combined with conditions have no effect on PVC fewer pints,insures an absolute minimum of Qual Assurmke:Simpson PVC sewer energy loss due 10 friction .lower than is pire is manufactured using the very best possible with other types of sewer pipe The ae,.able raw materials.processed with the increased flow rate sometimes allows the use most modem manufacturing equipment. of flatter slopes and or smaller diameter pipe Every step of manufacture is regulated by rigid 2 This can result in immediate savings in quality controls unnet the,supervision of construction costs skilled technicians wth years of experience in Chemical Resistance:Equally important, plastcs techndfgy And the finished product because PVC is an inert material it is not is!.bjected to several ASTM tests including affected by the cnemicais normally found m impact,flattening,acetone immersion,visual domestic sewoge. .and io!rn ra)e io sewer inspector)and joint tightness under deflectio, gases and tna sumuric acid ge era ed by the and be ding I f r�`nl°Irlrhlrl�r fnrl i I i I I I l l l'f z ert�U t l I I 3 m Product Description. Sil Sizes.dimensions and weights of In-Pient cuellty Control Testa:Quality Smpson PVC sewer Pipe are shown in assurance tests and inspections are run daily Figure 1.Standard net faying lengths are In Simpson Pipe plants.These tests are run in 20' Lengths of 12'-6"are also available accordance with ASTM specifications and Figure 2.TwinSeal Gasket F1111011ary Installed Gasket:Simpson's include impact,chemicals resistance. / locked-ln rubber ring provides a tight,flexible flattening.and pint integrity tests eau an,nregral oa.r seal The gasket meets the requaements o+ Acceptances:Simpson PVC has IAPMQ a'^'Pma 1B^el^ ASTM F-477 See Figure 2. / // acceptance and Is accepted by most rural Standards:Simpson PVC ipf 3S qpe I/ and municipal ublity districts. manufactured to ASTM D 30�5 SDR specifications for diameters 4"to 15"and , f ASTM F 679 for 1B'and 21".Compound `�> meets requirements of ASTM D 1764 for Cell ,:�' Class 12454A PVC Figure 1.Pipe Uimensions and Weights Normal aaaa Mrxmum AV out. 4Ppraa out AV< Ou1D141 Mal Wall Par 100 Par 1xi t sla PamaNr Dlamabr TMornaaa 12a Pal 121,pwpa) 4 4.215 3.890 .120 103.4 104.8 Scre2U erWs ire supP�rotl �TmllLlpY wim OB.lI 6 6.275 5.742 180 231.2 2346 -' 6 8.400 7.665 .240 416.1 424.1 10 10,500 9.563 .305 653.4 666.o 12 12500 11.361 .360 934,2 955.5 15 15.300 13.638 437 1382.7 1411.2 18 18.701 17.629- 536 2072.8 21154 21 22.047 20.78T 632 2880.6 29399 ' C'. Factors Affecting Design. Flow Factors:Because of the superior flow Smpsal PVC will withstand deflection in cn, ,,,i;teristics of Simpson PVC Pipe, excess of 30% without failure.A safety factor economics can sometimes be realized of 4.1 is applied to this value and a 7.5% through use of smaller diameter pipe or deflection is the reconxnencled design shallower grades.Design of PVC sewer practice for m4x3;,um long-term deflection.At Piping systems Is facilitated by using the data this level of detection pints remain tight. in Figure 3.These numbers are based on a service connections are easily made,and Manning coefficient of pot reflecting PVC's cleaning is not impaired.This ability to deflect smooth efficient flow without harming performance is a major facto Structural Capacity:PVC is a flexible type in allowing PVC to Support earth and live bads Conduit that takes advantage of the support fetter than more rigid Conduit. capacity of the Surrounding earth by trans• Structural performance can be accurately letting a major portion of the bad directly to it. Predicted from Figure 4.From this table,it is Deflection of the pipe vanes with class and apparent that soil density in the pipe zone, density of son,amount of compacton and rather than Soil Class,is the most Important depth of burial factor in giving support to the pipe,This data was developed from laboratory tests and direct field measurements. The values in Figure 4 represent maximum long-term deflection.Figure 6 shows that deflection stabilizes at 10D to 1000 h tiffs depending on soil density 4 � C Figure 3.Flow Characteristics vvc Slope("I".Per t000 e) SEWER 2 Ppr 0 a 5 a T B 9 10 V+ 4 1.3 1.5 16 2.0 2.2 24 2.5 2.7 2.8 Q' 69.2 847 978 109.3 119.8 129.4 138.3 146.7 54.6 6 V 1.6 2.0 2.3 26 2.8 3.1 3.3 3.5 3.7 0 2010. 246.2 284.2 317.8 348.1 376,0 402.0 426.4 449.4 8 V 2.0 2.4 2.8 3.2 3.5 3.7 40 4.2 4.5 0 437.6 536.2 619.1 692.2 768.3 819.0 875.6 9287 9789 10 V 2.3 2.8 3.3 3.7 4.0 4.3 4.6 4.9 5.2 Q 793.7 972.1 1122.5 1255.0 1374S 1484.9 1Ws 16838 1774.9 72 V 2.6 3.2 3.7 4.1 4.5 4.9 5.2 5.5 5.8 Q 1261.8 1545.4 1784.5 1995 2185.6 2360.7 2523.7 2676.7 2821.5 15 V 3.0 3.6 4.2 47 5.2 5.6 6.0 6.3 6.7 Q 2167.1 2654.1 3064.7 3426.5 3753.5 40,4.2 4334.2 4597.1 4645.7 18 V 3A 4.2 4.8 5.4 5.9 6.4 6.9 7.2 7.6 O 37325 4571.3 5278.5 5)01 6 6484.8 69628 7476.9 7917.8 8346.1 21 V 38 4.7 54 6.0 6.6a 7.1 7.6 8.1 8.5 Q 5789.4 70906 8187.5 915,1.9 10027.6 108310 11578.8 12281.2 12945.5 Figure 4.Nlaldmum long 1Mm DOntions of PVC Sewer Pipe(SDR 35). SOON ssasmmm��r�®©oa��s MOMMMMMUMMMMummma "MMMMMMMMMMMMM® This zone not Mcornmeriogo ®�m�® . , 0`0 F a +. wargnW mpg nsaaa.tnce,cn^nouns soxneawn aenecl S Oerbetnrvst slea,n tads ere maae.vnn wry lean Yares the s Del,ecl�n�s Asteo.n uwe arp n at Dreg mamelers are orlon mae Inane ma I'M rM mar,re annnlr ylc�peseaomaav+um,Onq trm eenxw,rs TSprceM +.rnns iM,GalBtl it gpe(,ifietl QBnylY Snht.1•R:Y ALyM EB11 W%a2 vvse cwiian 0y eGi wig my aM W CF,gr,IB4BWRSSe9mperrenl dMRCilppninyee pyryyrp 20raery Clas54cala,a areas pe45'M Oes,9^dMY,033�1.1j nWm4al .MwtWrouerrese aJ9artl BIL SOR 55 pre 'U^Oeylouna,^stal,rron W Fgape*nrroWaetrc S4vrer ripe Solsm Unh Stage lMnvalr 5 w Surfew or Lire Loeds:Surface loads must tightness even when subjected to defeec iou be taken into consideration when designing a and bending In fact,infiltration can be limde ' Dpirg system Figure 5 shows the effect of live to 50 in-gal day mile or less in the wettest of bad(H-20loading)at various depths of cover condit,ons.Janis are tested in our laboratory From this chart we see that live bads are rot under both pressure and vaeuti m to assure significant at depths of 4 feet or greater. quality in the gasket and the fit.As required System Tfghtrou:No sewer system under ASTM test methods.the tests are accomplishes the Important task of keeping Performed with the pipe joint bent axially and sewage in and ground water out better than 'Mtn Only the spigot end deflected.simulating gasketed PVC sewer pipe.The factory adv-rse held conditions installed integral bell gasket pints retain their Figure 5.H2O Highway load Figure B.Time Derflectlon curves '6 ®.,' ,12 i .�.■� 40 ' _o....... ��� B �R� r•rr 05MEMO 25 � � 500 rpop W i5 2Ga 20 Po'VaIWO soil p�sore 1 Las4q 1s ��■� 0 2W 6W Boo i000 120C '-SAC -dip �800 DMIBVM1on 38 a rJKMI d r4aeM WC pPe EureO in M MnWMtnWnm $wce lnen sWie UnrvB!S'rY 13 Suggested Specification. ?vl.yravay sewer pipe and fittings shall con- haurchmg or initial backfill.Vertical deflection Any voids left in the embankment material by form to ASTM D3034,for diameters from 4"to of pipe shall be limited to 71/2%of initial inside support removal shall be carefully filled with 15"and ASTM F 679 for 7g'and 21".with inte- diameter bv means of side support.This shall granular material which is adequately com- gral bell gasket pints.Rubber gaskets shall be be attained by 80-65%compaction in the patted.Removal of bracing between sheeting factory installed and conform to ASTM F477. haunch area shall only be done where back illing proceeds Pipe shall be made of PVC plastic having Conner,xt to manholes shall be achieved by and bracing is removed in a manner that does a cell classification of 12454A as defined in use of•nanhole coupling adapters rubber ring not relax trench support.When advancing ASTM D1784 and shall have SDR of 35 and waterstops,or other approved method.PVC trench boxes or shield,there shall be no lon- minimum pipe stiffness of 46PSI according to may not be grouted directly to concrete gltudinal Pipe movement or dlsjanting. ASTM test D2412. All service connecfions shall be installed with In placing Pipe below the,vater table.extreme Pipe shall be installed in compliance with Wye fittings or wale saddles with stainless steel care shall be taken in the selection and plac- ASTM D2321.Bedding material shall provide bands, ing of embedment and haunching materials to adequate anu uniform support under the pipe. When using movable trench support,care Prevent migration into the voids of the ern- To maintain constant grade differential,settle- should be exercised rot to disturb the pipe o- bedment or trench Soils.Jr.all cases,the trench me^t should be avoided by use of class I me- cation,lointing or its embedment.Removal of side support shall remain intact. tenalorundorm comr _bent.Haunchmg mate- any trench protection below the top of the pipe Testing ct installed system shall be done by rial(bed to springline)should be carefully and within 2112 pipe diameters of each side of low pressure air.System shall be pressunzetl worked under the haunches of the pipe and the pipe shall be Prohibited after the pipe em- to 3.5 psig above ground water pressure,Time • compacted from the pipe to the trench wall or bedment has been compacted Movable for.5 psig loss may not be less than times 21/2 pipe diameters on each side of the pipe to trench supports shall only be used in either shown in Figure 10. ensure support.Initial backfill material shall be wide trench construction where supports ex placed to a minimum of 6"over the pipe.Care tend below the top of the pipe or on a shelf should be taken so that large particles which above the pipe with the pipe installed in a nar- could damage the pipe will not be contained in row.vertical wait subdilch. 6 10 installation. PlgureB�D!e!sscription of MWgt;.N r,l.yyry y,k� Pipe Joint Assembly:To assemble FREMIM :. npson PVC sewer pipe clean the outside of 04 �r" lWel . loe spigot and the inside and gasket of the bell t�W7.IkeW, end,lubricate the outside of the spigot and �[ _ .hen slide the Spigot into the bell,through the gasket,until the'mstalLation line'on the spigot IS flush win the end of the bell Wp•Allytlmsnt:Both laboratory tests and ®��R weld experienceow that PVC gasketed pipe �® will maaintainnaa wet water-tght seal with the pint deflected axially as much as 5 degrees. However,good installation practice dictates - - lhat PVC sewer pipe should be installed With the drignment of the pints as straight as possible and that m,nor curvature be , achieved by deflecting the pipe lengths �.. , themselves. Bedding,Haunching,Backfill:Good bedding practice is essential to the perform. ante of any type of sewer pipe,whether flexible or rigid.Complete installation �0- M®RNW.,procedures are Provided in ASTM D 2321 or UNBell pamphlet Uni•B-5 These manuals are availabk'rorrt your Simpson pipe supplier,or write us at the address on the back cover of this brochure. The haunching area is the most important when it comes to support for the pipe.S(w Figure 7.To insure g.1ctl support,ii is ir• jr tant that the haunching area beeoni;acteyto Figure 9.Estimated Range ofcompactic,i' the densities given in Figure 4 tc achieve desired deflection limil for specific height of cover sal type • MEMO*Connections:There are several ways too c cone sect PVC sewer pipe to manholes. These include rubber ring water stops. gasketed asbestos cement adapter - couplings and neoprene boots.There are other fontings available,and information regarding them ran ali Obtained from your •.° - ®®�® Simpson field representative tativee or distributor vibrators Service Connactfice c PVCconnections. pipe.These lends itself well to making S@rwce Connectigts.These •. r r . may be accomplished with fittings installed in ®_®� the main line'tee wye,tee,or wye)or win field :r installed service saddles(gasketed and damped,or e cemented).In either ® �� case,the tools rpnuired are common and r •t inexpensive...anu the procedures are fast and simple Iff th the proper propel care is taken, • r r any or all of these service connections will perform well E.aresseu as re centM=rarpaa eccror nansity range rrab4Wrvea as an appmw.na.e Wde br Jehninq avwage P clo,uB5nme5 Mane mro,q,.arws mmoas of s tcm6Mitlaaonm Figure 7.Bedding,Haunching, Jrherentcla.sesdsw+rr,piaWp,sn'ern»nmarovr,kga7axemvisrorr¢r;omrnenbatlrora.agnuseac;uaiuesignrNsnoWu and Baekfilling be aeennen by me enetnaer br spEcnc soasmspecn,c mo,saro conrents 150 Jrpmm hvsm �n. O o r+armar irmnp my gn r'A M.a raurgany i^•av ra a row+ear 7 t~ • Testing of Fdlowtng the installation of a plpellne an shall not be less than those indicaled In Figure Infiltration,exhitration,or air pressure test 10 Complcxe air test specifications are Installed Systems. should be made on each ,ection of pipe contained In UniBell pamphlet'Uni-P 6, between manholes.If the pipe is not covered available from Simpson. with ground water at thn time,only an kIflllittilition wnd ExIIN tlbll Tag:It this test exfiltral.'on or air test should be conducteo. is run Instead of the air test.the maximum The project engineer should designate the allowable infiltration or extiftration shad not type of test to be performed and provide exceed 50 gallons per Inch of pipe diameter. Instructions as to how it shall be carried out per mile of pipe line,per 24 hours.Simpson Air Tbatkg:Where possible air testing is the PVC sewer pipe normally 5 less than 50 easiest to run The I renimum time for air In gallons per inch of pipe diameter.per mile of the test section to(drop from 3.5 to 3.0 psi pip;line,per 24 hours. Figure 10,Required Testing Times, 2 3 Lengtn to, ro� S.gmam lengm Pepe Mm,mu m.nlmum longer 4bmtls Ilme ,line length' ,poll 150 it 2wtl 25011 340It 350 it 4mot 45411 4" 1:53 597' .190L 1:53 1:5; 1:53 1'53 1:53 153 1.53 1,53 6" 250 398' 427 L 250 2,50 2:50 2.50 2:50 2:50 2:51 3:12 81, 3:47 298' 760L 3:47 347 3:47 3:47 3:48 4:26 5:04 542 10" 443 239' 1.187 L 443 443 4:43 4:57 5:56 6:55 7:54 854 12" 5:40 199' 1,709L 5:40 5:40 5A2 7:08 8,33 9:58 11:24 1250 15" 7:05 159' 2 671 L 705 1:05 854 1108 13.21 15:35 1748 2002 18, 8:30 133' 3.846 L 830 9:37 1249 1601 19.14 2226 25:36 2851 21" 9:55 114' 5.235 L 9.5L 13:0b 17.27 21.49 26:11 3022 34.54 f 39.16 24" 11:20 99' 6.&17 L 11:24 1751 22:48 2830 34:11 39:53 45:35 51 17 27" 12.46 88' 8.653 L 14.25 21.38 2851 36,04 43:16 50 30 57:42 46:54 30" 14:10 80• 10 663 L 1748 26:43 3537 44:31 53:25 6219 71:13 40:07 33" 1535 72' 12.926 L 21.33 3219 43:56 53:52 64:39 75:24 8610 %, 57 3S" 17:0p 66' 15.304 L 2539 J828 51:17 64:OE 76:55 89:44 10234 115:23 . 6m,,C a eo 5"1g W@ 1'EJ.1i tar vze dn�iengn.;l u41e mNca,etl la o-ca]•: 'Txro n aemnas Maintenance. Cleaning:PVC pipes non-wetting walls gravel.The results showed no damage.Auger A Speclol NOW:In order to meet 7ur any tght mints keep the need for cleaning to type cleaning equipment has been tested with customer needs,Simpson P;duct a minimum and make occasional deaninq ^IC pipe deflected 15% without problems... specifications and warranties are continually easier Because there is virtually no rr t d with no significant pipe darnage updated.So it the printed date on this literature penetration In PVC sewers,hydraulic-ie. ;oday many cleaning equipment manu- Is more than 12-01ths old,please contact equipment will usually suffice for a thorough tacturers have indicated that their operating Simpson Extruded Plastics Company for any cleaning lob instructions are no different when cleaning changes that may have occurred. Standard commercial cleaning and rodding PVC pipe lines than when Cleaning other equipment has been tested in wet lines,dry types of pipe lines. Simpson is a mernber of UnlBell Plastic lines,and lines partially filled with sand and Pipe Association 00W WWM M Np Information Installation Guide Watergate Irrigation Pipe Pressure Water Pipe Data Sheets and Technical Bulletins C-900 High Pressure Watel Pipe PVC Plastic Pipe Ca, ulator PVC Irrigation Pipe Simpscn Extruded Plastics Company 2220 NUGGET WAY EUGENE, OREGON 97403 1503) 747-4255 ,.,,c;ivw•ReoNer rn bu-tiro Mey.,a, — 8WP DRAWING NA�/ I17 NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED (� AMEND AND PFSUBB 11T REJECTED . *Auk ovim i QW 41"14E �t �` ,S—NG ENGInfAm �010 STONE ;yAY .4CATM OEATTIE. WAS.IINGTOk %elm s • r � r - • MADE IN U.S.A. MECHANICAL JOINT COMPACT DUCTILE IRON CLASS 350 FITTINGS Trinity Valley Ductile Iron rompact Mechanical Joint Fittings Class 350 are manufactured in accordance with and conform to ANSI/AWWAC153/A21.53-84.The cement lining conforms to ANSI/AWWA C104/A21.4-80. ` I 1 Joint Dimensions in Inches / Size A Dia. D Dia. F Dia. J Dia. L S T x Bolt Size -+ x 3 3.96 494 4.06 6.19 .60 .34 .34 .75 5/8 x 3 T 4 4.80 6.02 4.90 7.50 .60 .35 .35 .875 3/4 x 3 1/2 6 6.90 8.12 7.00 9.50 .63 .37 .37 .875 3/4 x 3 1/2 8 9.05 10.27 9.15 11.75 .66 .39 .39 .875 3/4 x 3 1/2 - 10 11.10 12.34 11.20 14.00 .70 .41 .41 .875 3/4 x 3 112 12 13.20 14.44 13.30 16.25 ."73 .43 .43 .875 3/4 x 3 1/2 Nore See hack Page for additional accessory informaoon. J A 0 F BENDS 'Al 4 1/4 Bends (90') 1/8 Bends(45') 1/1R Bends 1227,'1 1;32 Bends 01%) TV-700 TV-702 TV-704 TV-706 Size Dimensions Weights Dimensions Weights Dimensions Weights Dimensions Weights T A R A R A R A R 3 .34 4.0 3.5 18 2.0 3 32 15 !.5 4.40 17- 1.25 6.34 11 4 .35 4.5 4.0 22 2.0 3.88 17 1.5 4.80 16 1.25 6.77 16 6 .37 6.0 5.5 39 3.0 624 3! 2.25 8.47 28 1.5 9.38 25 8 .39 7.0 6.5 57 3.5 8.31 45 2.5 9.43 40 1.75 11.48 35 10 .41 9.0 8.5 90 4.5 10.05 69 3.0 11.9,4 59 2.0 13.95 52 12 .-13 1 10.0 9.5 117 1 5.5 12.77 92 3.5 14.45 76 2.25 16.50 65 SLEEVES PLUGS & CAPS Short Long TV-721 - -. � TV-722 - -- za ' MJ Plug MJ Cap Solid Tapt Solid Tapt TV-740 TV-741 Size Dimensions 4Weights Size Dimensions Weights T Short Long L L Short Long T Plugs Caps 3 .34 7.5 12 14 18 3� .46 3' 7 4 .35 7.5 12 16 23 4 46 8 9 6 .3 7.5 12 24 35 6 .46 15 14 B 399 7.5 12 33 48 R 46 26 25 10 .4' 7.5 12 46 10 64 10 .56 38 33 12 .43 7.5 12 55 78 12 .56 49 44 (Note:Weinhts shown no not include joint accessories) TEES { MJ Too MJ X Flange Tao MJ Anchoring Tae TV•710 TV•715 TV-770 Size Dimensions Weights T Ts H J1 J2 49 MJ MJxFLG MJ Anchoring 3 .34 .34 4.0 4.0 5.5 - 24 27 - 4x3 .35 .34 4.0 4.5 6.5 - 32 35 - 4 .35 .36 4.5 4.5 6.5 33 36 - 6x3 .37 .34 4.0 6.0 8.0 - 40 43 - 6x4 .37 .35 5.0 6.0 8.0 - 49 52 - 6 .17 .37 6.0 6.0 8.0 9.5 56 59 52 8x4 .39 .35 5.0 7.0 9.0 - 63 66 - 8x6 .39 .37 6.0 7.0 9.0 10.5 73 76 69 8 .39 .39 7.0 7.0 9.0 - 82 88 - 1Ox4 .41 .35 6.0 9.0 11.0 - 93 96 - 1Ox6 .41 .37 7.0 9.0 11.0 12.5 103 106 99 10x8 .41 .39 8.0 9.0 11.0 - 115 121 - 10 .41 .41 9.0 9.0 11.0 - 128 135 - 12x4 .43 .35 6.0 10.0 12.0 - 113 116 - 12x6 .43 .37 7.0 10.0 12.0 13.5 123 126 119 12x8 .43 .39 8.0 10.0 12.0 137 143 12x10 .43 .41 9.0 10.0 12.0 151 158 - 12 .43 .43 10.0 10.0 12.0 - 164 178 REDUCERS Size Dimensions Weights MJ MSEB MLEB MJ MSEB MLEB L L L 4x3 .35 .34 3.0 8.5 8.5 18 18 18 i• -: 6x3 .37 .34 .0 1 .5 1 .5 21 21 21 ; 6x4 .37 .35 4 4 9 9 .0 9.5 9.5 22 22 22 n 9x4 .39 .35 5.0 10.5 10.5 29 30 29 MJ WEB 8x6 .39 .37 4.0 9.5 9.5 32 30 32 rv•726 rv730 1Ox4 .41 .35 7.0 12.5 12.5 40 40 40 1Ox6 .41 .37 5.0 10.5 10.E 42 42 42 IOx8 .41 .39 4.0 9.5 9.5 44 44 45 12x4 .43 .35 9.0 14.5 14.5 52 52 52 12x6 .43 .37 7.0 12.5 12.5 53 53 53 12x8 .43 .39 5.0 10.5 10.5 54 o4 55 MLEB 12x10 .43 .41 4.0 9.5 9.5 57 57 57 TV•729 ADAPTERS Size Dimensions_ Weights - L1 -'L2 T Li _ L2 MJ x Flange Flange x PE 11 3 .34 6 12 18 18 to 4 .3 6 12 24 24 6 .377 6 12 36 33 8 .39 6 12 51 51 10 .41 6 12 69 69 T l T 12 43 6 12 93 93 MJ x Flange TV-733 Flange x PE TV-735 DUCTILE IRON COMPACT MJ FITTINGS ANSI/AWWA C153/A21.53-84 AWWA has established standard C153 for Ductile Iron Compact Fittings.3 inch through 12 inch.The fittings are rated for 350 psi working pressure. The standard applies to all types of joints with the exception of flanged. Flanged joints are not included in the standard due to the importance of standardized center-to-flange dimensions. The standard defines minimum laying lengths and wall thicknesses. Increased dimensions are permissible at the discretion of the manufacturer.Therefore, metal thicknesses and bend radii may vary from manufacturer to manufacturer. Gray iron or ductile iron glands may be used with the Compact Ductle Iron Fitting. The Glands and Gaskets conform to ANSI AWWA CIII/A21,11 (also used with ANSIAWWA C110/A21.10 MJ fittings). Tee-head bolts used are 5/8"x 3"for 3"fittings and 3i4"x 3 1/2"for 4"through 12" fittings. AWWA requires that each fitting be marked with the following information: AWWA STANDARD IDENTIFICATION PRESSURE RATING DUCTILE IRON IDENTIFICATION NOMINAL DIAMETER OF OPENINGS NUMBER OF DEGREES ON BENDS MANUFACTURER'S IDENTIFICATION COUNTRY OF ORIGIN WHERE CAST TRINITY VALLEY'S COMPACT DESIGN Trinty Valley was an originator of the Compact design in 1961 when we first designed and pruduced AC Coripact fittings.These mans years of experience result in a Mechanical Joint Compact fitting designed for'he Corsulting Engineer as well as the user. Trrity Valley's Compact design not only meets but exceeds the minimum criteria established by AWWA. For loncler life we surpass the wall thicknesses listed in the standard.For better flow characteristics Ne exceed the bend re Jii minimums.Yet our fittings weigh less than other designs. Weight effective engineering builds in the ductile ion strength where it is required.Specifying Trinity Valley's Compact fitting assures you a quality product and low3r installation and operating costs.Our Compact fitting is engineered torstrength and longevity with less weight. • INCREASED WALL THICKNESS FOR LONGER LIFE • BEND RADI DESIGNED FOR IMPROVED FLOW CHARACTERISTICS • PRESSURE APPLIED CEMENT LINING FOR UNIFORMITY AND LONGEVITY • LOWER INSTALLATION AND OPERATING COSTS i%/ MEMBER AWWA Unity Valley P. O BOX 2368 iron 8 Teel company 817 738-1925 FT. WORTH, TEX.4S 76113 TELEX 794825 ENSCO FTW A DIVISION OF MCWANE. INC 9 Lvd' 7D] t 4, 1 y. A � '\ � , • ,mot i 71 . Recent developments Cummins Since its introduction in 1954. the PT fuel system has been PT fuel system continuously improved. Recently, the research and development program has been intensified Sixty years of imagineering • First use of low pressure for because of the greater concern Since 1919 Cummins has com- fuel delivery from pump to with energy conservation and bined imagination and engi- injectors, eliminating injection environmental quality. Recent neering to develop the simplest and ignition timing variations new developments include: and most flexible diesel fuel resulting from hydraulic lag • The AFC (air-feel control)pump system. Through a continuing of high pressure systems. which provides a more com- program of innovative and inde- • The first fuel system capable pletely combustible fuel to air Pendent research and develop- of operating over a wide speed mixture by continuously moni- ment. Cummins established a range.The Cummins distributor torin j 1 irbocharger air pressure position of leadership in fuel pump led to the first high- a*„ Tirol, ,iio ally responding system developments that con- speed automotive type engine to " sit or a^ ration changes tinues today. in 1932. an engine that oper- r vary n flel p 3ssure at the ated at nearly twice the speed rlt° tolF Some of the significant develop- of advanced diesels of that • The Top.St v ^TO 1nje0or ments by Cummins have been: day. which rNovio improved lubri- • The first use of mechanical • The first successful use of the catic t cf tm c. nshaft actuated timing of injection and ignition. pressure-time metering princi- 'cictef tram 'vs im.orove- Mechanical timing is a feature ple in fuel systems. The merit ia•,ult;, , wryer life of the camshaft actuated fuel pressure-time concept has led betty:e.t r.dtustments, higher injector that was introduced in to the present simplicity and average fuel economy, and 1924. flexibility of the Cummins fuel lower emissions. • The first mechanical-hydraulic system. fuel system capable of injecting fuel directly into the cylinder. Simplest, mo,�i flexible The camshaft actuated injector fuel system., has allowed the use of efficient, Cummins PT fuel system is direct injection since 1924.The unequaled by any other diesel capability of direct injection f;,el system for simplicity, flex- was not developed in other ibility, and range of application. systems until many years With only minor modifications, afterwards. the same basic fuel pump and injectors are used over a wide horsepower and speed range on a variety of engine sizes. The simplicity of manufacturing, assembly,calibration, and service are reasons for Cummins present leadership in the diesel industry. The basic PT fuel with a limiting The wide range of application of the basic pump and injector speed governor, shown on the cover, is used for most mobile increases service availability in equipment applications. all areas of the world and mini- mizes equipment downtime. The PT fuel pump with variable speed governor, shown at left, is used for machinery that requires speed control at various rpm. 3 PT fuel control Fuel flow A gear pump in the fuel pump draws fuel from the tank through a fuel filter and into the fuel pump. After the gear pump, fuel flows through the combined governor and pressure regu- lating components through the throttle and shut-down valve. and then flows on to the injectors. r V 4 Excess fuel return to tank Injectors Fuel from tank Fuel filter O J PT fuel pump A common conduit supplies fuel sary since the only requirement Injector functions to all injectors of in-line engines is for the pump to supply the The Cummins injector performs and to each bank of V-type specified pressure and flow as both the fuel metering and the engines. The single fuel manifold a function of speed, load, and injection functions. The fuel ensures equal fuel pressure at throttle position. pressure at the metering orifice each injector, equal metering. and the time that the orifice is and equal power from all low pressure operation uncovered, as determined by cylinders. Since the high injection pres- the camshaft speed, measures sures are developed mechanically the fuel charge into the cup. Fuel is circulated through the by the injector. the PT fuel pump The downward motion of the injectors to prime and cool the only has to provide relatively injector plunger, injects the fuel system and to purge air. Excess low pressure for accurate meter- from the cup cavity into the fuel is returned to the fuel ta, ' ing. Thus. PT fuel fine pressures engine cylinder. through the fuel drain line. Tht are less than 250 psi (1725 kPa) heated fuel returned to the tank compared to pressures of 10,000 There are no ,Munger pumps, improves the flow characteristics psi (69 MPa)and greater required metr , q helixes, fuel racks, of the fuel supply, an advantage for systems using hydraulic sphr._ 3ded injection valves. in cold climates. pressure actuated injection control tubes, or other compli- valves. The PT system gives cated devices for metering and Fuel pump function precise timing of injection injecting fuel in the PT fuel The fuel rate of the individual and ignition at all speeds with- system. injectors is a function of the out requiring advance/retard pressure in the fuel supply governors used with high pres- manifold. This pressure is con- sure ystems. trolled entirely by the fuel pump. No timing of the pump is necas- 5 e • PT fuel injector Meters and injects Injector calibration The cress section diagrams The amount of fuel metered Into describe how the PT fuel injector the cup is determined by the performs both the metering and pressure at the inlet orifice B. the injection functions. The the size of the orifice. and the plunger motion is controlled by time period that the metering the engine cam, It through a orifice C is open. The inlet ori- push tube and l V.;t(er lever fice B is adjustable and provides arrangement. Hence. the only a means to identically balance adjustment required is setting an injector set during final the injector rocker lever clear- calibration. ance at regular maintenance intervals. an (.peration similar Thus, a precalibrated new or Two piece nozzle to setting the valves ReCon• injector from stock can The injector nozzle is made in be installed in any one cylinder two pieces—the cup itself and Metering function of an engine without requiring the cup retainer. Clearance be- The metering function is shown replacement or recalibration of tween the cup and retainer below in the second diagram the other injectors The various allows the cup to center or, the from the left. When the plunger orifice sizes permit a basic injector plunger. This self is fully retracted, the fuel enters injector to serve a wide range of centering feature ensures accu- the space between the cup and engine fuel rate applications. rate alignment of the plunger in the metering edge of the plunger. the cup. 'Trademark alert upstroke Upstroke complete Dewnstroke Downstroke complete filet clrculaNQ (fuel enters injector cup) (fuel injection) (fuel circulates) Fuel at low pressure eri As the injector plunger As the plunger moves down After injection,the plunger the injector at(A)and flows moves upward,metering and closes the metering remains seated until the next through the inlet orifice(a), orifice(C)is uncovered and orifice.fue entry into the mete•ing and injection cycle, mteiral drillings,around the fuel enters the injector cup cup is cut off As the Although no fuel is jeaching annular-groove in the The amount is determined plunger co-finues down, it the injector Cup,it does In)ecto. cup and up passage by the fuel pressure.Passage force, rust out of the cup flow freely through the (D)to return to the fuel 1Dl Is blocked.momentarily throes tiny holes ar high injector and is returned to tank.The amount of fuel stopping circulation of fuel pressure as a fine spray the fuel tank through flowing through the and isolating the metering This assures complete passage(E).This provides injector is determined by orifice from pressure combustion of fuel in the cooling or the injector and the fuel pressure before the pulsations. cylindii When fuel passage also warms the fuel in i-.let orifice(D).Fuel (D)is Jncovered by the the tank. pressure in turn is plunger undercut,fuel again determined by engine speed, begin.to flow through governor antl Throttle. return passage(E)to the fuel lank. } ♦ l; A — B /E }i 3 E E ti a U p/ D' C" C 6 >. ---� Fuel preparation Inherent timing advance into the Big am models of The fuel charge is delivered to and retard the 855 cubic inch and compact the cup cavity during the late Because the level of the fuel in V series engines. The larger part of the engine intake stroke the cup is lower when the engine camshafts orovide a shorter and the early portion of the com- is operating at part loads, the injection period, higher injec- pression stroke. As compression plunger does not reach the solid tion pressures, reduced emission continues, compressed and fuel mass as soon as for a full levels. and improved fuel heated air enters the cup through load charge. Consequently. economy. the spray holes. This action injection is automatically retarded prepares a mixture of air and at part loads and advanced with Top-stop injectors fuel in the cup before injection. the larger fuel charge required The "top-stop fuel injector at full loads. The inherent feature limits the upward travel advance and retard character- of the plunger. permitting istics eliminate the need for momentary unloading of the Injection special timing devices that are injector train during the fuel The plunger begins its down- needed with high pressure fuel metering cycle. This unloading ward motior, before the end of lir-s. provides better lubrication and the compression stroke. but results in reduced wear. lunger injection does not begin until Big Cam concept operating periods between the pressure of the air-fuel Large 3 inch (76.2 mm) diameter adjustments. higher average fuel mixture exceeds that of the com- camshafts are used in the new. economy, and better emissions bustion chamber. At that point. high horsepower K series engines control. a pilot discharge starts combus- to provide more precise control tion before the main injection of injector plunger movement. charge. Recently, a new 2Y2 inch (63.5 mm). or 25% larger, cam- When the downward moving shaft has been incorporated plunger meets the solid mass of the fuel. the pressure forces the main fuel charge into the cyl- inder. Thus. the PT injector meets the requirements of mini- mum ignition delay with the pilot ignition and fast, smooth burning of the main fuel charge necessary "! for high performance. Highest injection pressures The Cummins injector develops injection pressures as high as 19,000 psi (131 MPa) or more than twice the pressures used with some 7ydraulically actuated injectors. The higher pressure develops a finer spray, more complet tly mixes fuel and air. and results in the most efficient fuel use. 1 � 1 7 PT fuel pump Application flexibility The PTG type fuel pump pro- vides flexibility so that one basic i fuel pump can be adapied to a wide range of power application With relatively minor modifica- tions. the same basic pump is adaptable to trucks buses. farm tractors, earthmovers. boats. ,.Idustrial engines, power units. locomotives, electric power generators. and other machinery Ability to produce almost infinite variations of torque character- istics allows engine performance to be matched to equipment Performance needs Shut-down valve ' Fuel o injectors Pulsation damper � Tachometer shaft �- Filter screen r ` t 4k Fuel inlet Gear pump Air-fuel control barrel Main shaft - � Drive coupling �M Throttle shaft Idle speed adjusting screw r By-pass "buttonr Governor plunger _- Torque spring 6 Idle spring pack Governor weights 8 0 2. A governor and plunger with During acceleration, air delivery Porting and a relieved groove of a turbocharger lags fuel deliv- on the plunger enables the ery. Without control, overfueling fuel to flow through the of the cylinders would occur. governor when the port and The AFC valve limits the fuel grooves are aopropriately pressure until the turbocharger indexed. builds up adequate air delivery 1 A throttle valve between the to completely burn the normal governor and the fuel pump fuel charge, discharge regulates the Ares- sure in the fuel manifold and Other fuel pump components therefore provides part load Other fuel pump components control. In most applications, essential for application are: the throttle is directly con- • A magnetic screen located trolled by the operator. between the gear pump and 4. A fuel conduit to the injectors, governor to remove any metal 5. A fuel by-pass circuit from the particles in the fuel that could governor plunger and back to damage fue, system parts. the inlet of the fuel supply + A shut-down valve(electric, pump. air, or manual) located on top of the fuel pump assembly. AFC fuel pump • A gear pump pulsation damper An air-fuel control (AFC) pump to absorb pulsations and to includes an additional valve to provide even fuel pressures. limit fuel pressure during accel- • A tachometer shaft and fitting Fuel pump }unction eration of turbocharged engines. to permit mounting of a tach- The valve, located between the ometer drive. As mentioned previously, the throttle and the shut-down valve. • A pump mounted fuel filter fuel pump's function is to provide is actuated by the pressure in that ensures clean fuel by the fuel pressure at the injector the engine's intake air manifold. eliminating the possibility of as called for by the load and air and dirt entry between speed requirements of the filter and pump. The filter is instan- taneously to the operator engine. must respond r stan- an easy to service spin-on type. s ^lemand for more or less power and for more or less soeed. In other applications, it rnust limit speed change, but automatically 'just to variable power needs. Fuel pump components The basic parts of the flow regu- lating system and their functions are: I. A positive displacement gear Pump provides a source of flow and pressure. 9 Spiwid Controls Hydraulic governors (� Hydraulic governors are normally supplied for applications requiring limitation of droop between no- Limiting speed governor Variable speed governor load and full-load speed, such The basic governor of the PT The variable speed (VS)governor as generator sets. A variety of fuel system is a mechanic 'wly- is designed to provide variable hydraulic governors are avail- bell, limiting speed type E , n governed speed as determined able to meet special requirements on page 8. This governor is fur- by the variable speed governor including isochronous(zero speed nished on all engines to limit throttle position It is commonly droop) type for applications in maximum speed and to control used in industrial applications which constant electrical current idling spec~ Auxiliary governors that require a reduced controlled ftequenry is essential, to perform specialized speed speed for operating auxilie-y control supplement the auto- equipment in addition to a normal Motorized head hydraulic gov- motive type go ornor' running speed. ernors usually act through the The limiting speed governor with The VS governor is standard for limiting speed governor for start- standard throttle arrangement is marine engines which require up idling speed control and used alone on most mobile equip- different controlled propulsion maximum speed "safety" limit i ment applications such as trucks, speeds and slow speeds for n the event of hydraulic governor failure eartnmovers, and farm tractors. handling nets, driving winches, At less than governed speed, me and other auxiliary equipment. Torque converter speed control operator nas full control of the It also is used in trucks in which A torque converter tail shaft engine by means of a throttle, the engine drives cargo unload- governor is available to limit the Above governed speed, the ing pumps—such as in dry and speed of tho Output shaft to governor controls regardless of liquid bulk hauling—and in road protect driven machinery. It is throttle position. graders. cranes, and other ma- used :n power shovels, drilling chines that require close control rigs. and other machinery. It 'The terminology"limiting speed and of speeds below the normal operates through the variable automotive type"are used interchange- ably to indicate this type of governor governor setting. speed go% ,or. ire so � � r 1M t _ !F>. Cummins worldwide operations World-wide sales and service O 4.500 distributer and dealer locations in 160 r;juntries provide sales and service on Cummins engines This Iirge service net- work, the standa,drzca design of the PT fuel pump and injectors, and large engine populations i ensure a nearby stock of new or Recon fuel pumps and injectors. This availability of components cuts equipment downtime—returns engines into service quicker in the event of failure or scheduled maintenance. Technical suppor' The Cummins disu ibutors and dealers are supported by a world- wide force of Cummins Engine Company sales and service specialists These specialists are located in twenty division and regional offices around the world. They provide advice and infor- mation to the distributors and sealers to aid in providing the y - "x best service possible to the engine owner Investment protection Cummins engine warranties apply to the fuel system and provide for the repair or replacement of parts found to be defective because of workmanship or materials, The warranty protects for mileages or time periods Research and development Manufacturing specified in the published war- Cummins fuel system research Cummins diesels are built in idnties for various applications. and development is primarily factories in the United States. The Cummins distributor can centered in the modern engine United Kingdom. Brazil, India. provide details of these warranties research and aelopment facil- Japan and Mexico. A central ity in Columbus. Indiana. This design staff r ontrols specifications large facility is supplemented and quali,_ of fuel systam and by a technical center in Essen. other components :i provide Germany. complete interchangeability of parts regardless of engine origin � »a r i 'f.e Cummins Engine Company, Inc. Columbus, Indiana 47201 - Bulletin 3382265 r'nnted in U.&A.8t79 ummins means Power t IOWA FIRE HYDRANTS INSPECTION AND MA!NTENANCE MANUAL a a f t 1 1 r� Pacific Watts Works Supply Co.. Inc. PIPE VALVES FITTINGS 77u 41 Are 50 Im,0m'o Cve 67M S W 4 NE 11 RA I A:1 N F 1X 1 Saame WaS' 99IN hmma W.St 9A421 tale 01.e90 Ore F WoodLPV3h WnF Wi IAE N300 'A6i.'b}4a85 r`Tw9M i2O6r 4B}2tN Wa 'on Free bAOF.SSA1394.A1aSM.roll Free 6AOM269AA0 e a f Inspection ► and maintenance of IOWA Fire Hydrants Only two handtools are needed for the complete removal and reassembly of ' � working parts in the Iowa Fire Hydrant— an ordinary adjustable wrench and a standard screwdriver. 7 4► � a All parts are easily removed and replaced from the top,eliminating any need for special i o tools or heavy.cumbersome wrenches. The advanced design of the Iowa hydrant provides minimum friction losses,maximum J water delivery. Superior engineering, ; I construction and materials assure operational dependability through the years -� and when maintained by regular periodic inspection c� internal working parts, 1 continued a ficiency is sustained. Ease of maintenance is one of the many MAIN VALVE CLOSED Drain Valve Open advantages of the Iowa Fire Hydrant— systematic nspections, following the simple procedures outlined here,will assure its dependability for generations. {I(YI ( t i b 1 MAIN VALVE OPEN Drain Valve Closed Will Directions for Removal and Reassembly of Iowa Fire Hydrant Internal Parts Circled part numbers at left and right are keyed to Instructions below. Before commencing disassembly procedure. shut off water valve in main. controlling 'row - to hydrant infil and open hydrant valve com- pletely. r ` 4i' r- T.' Unscrew lifter guide to attain full open Position of the drain valve assembly,then tu,n guide back one full turn. Adjust to position It — in line with the assembly. _ Replace hydrant dome ; tighten bolt �. �r *, t Unscrew single dome bolt and lift off • r' ' dome&.Unscrew series of head bolts and re ove head r • • With drain lifter guide in tine with the • assembly, lower and insert into channel at hydrant bottom,taking care to hold drain valve Close hydrant valve, open valve in the main t • • snugly against back of the hydrant during low- controlling flow to the hydrant. ering. If guide Jb is not in line, it will not enter the channeT1ocaled at the back of the Grasp square operating rod and lifthydrant bottom and the assembly will not slide To test drain valve, remove one hose nozzle Note into proper position. removeworking parts from hydrant barrel.Note cap and open hydrant three turns.Allow water Position of all parts before disturbing. to rise to level of nozzle, then close hydrant. Place palm of hand firmly over the 2'/x" nozzle opening.A strong suction will indicate hydrant is draining properly.If the water does �. not recede or suction cannot be felt,the drain �i/•O W. 1,f - needs to be unplugged as mentione .n steo r - rh. 1 or reassembly operations 4 and 5 have not t, been followed correctly. with e 0.1 'unetlon- �. tag properly, replace nozzle cap, and open ` hydrant fully to test gaskets and packing for _ leaks. Close hydrant--with inspection and tests now Examine parts carefully to see that they a-e completed,the Iowa hydrant rs again ready to In good working condition continue protection of home,life and property, fulfilling the purpose for which it was designed Although seldom necessaryReplace complete head assembly over and sold. ,it is a wise prat- operating rod ! and bolt to standpipe lice while the hydrant is apart to make certain in original position. Unscrew bronze cap the drain is clear by driving a%"dia cteel rod screw fil from #r, insert screwdriver and down through the drain barrel opening, Thr ,,,,: +djui-sting scrrw down against top ability to clear the drain withnut digging is 1perating to en back off omr-half design. pace cap of the superior features of the Iowa by nt Rel crew S. Examine pack. and replace it net sary. 1 9 24� —27 _ 25--- 0� ® .26 w • 13 18 A 1s �—• - zn 28 Y7 Z 30 34 S� ® 15 t G '" Xx� 35 33 Zl �� FL 1F"� —� 18 41 42 �Q `pN� t PKE Npt GD —.dw EXC�Pj cGj�OyS Ib tap ppaa _»etJ` r• 23 45 rev G .yNF a•9ji.w,n wa ql 39 00 Wa °v tN �q�O'oa0�°�w � •.°1 F'... 01 ,1 �y 44 Hydrant Repair Assemblies Assembly Parts �L A Complete Hydrant Valve Assembly Including[)rain 24 thru 46,but not Part 39 B Drain Valve Assembly 4o thru 46 w Iowa Fire Hydrants "arts List • I Part Number 3 No. Part Required Material / 2 1 Operating nut and Y Cast iron and // 4 retaining ring bronze 2 Dome 1 Cast iron - - 3 Dore bolt t Steel / _ 5 4 Cap screw t Bronze 1 6-7 5 OP^ !ing sleeve 1 Cast iron 12 6 I Stuffing box follower 1 Cast iron.bronze \ and gland bushed 7 I Follower bolts 2 Steel—nuts bronze 8 I Stuffing box packing Lubricated 13 9 Stuffing box packing ring t Bronze �'�"jJ 8 10 Adjusting screw 1 Bronze 1 T Head t Cast iron 9 12 Head bolts and nuts 8• steel 10 13 Head gasket 1 18 14 Pumper nozzle 1 Bronze 16•I1-IS 15 Pumper nozzle cap 1 Cast iron 16 Hose nozzle 1 Bronze 17 Hose nozzle cap Y Cast iron 18 Nozzle chain 1 Set Steel 19 Stand pipe 1 Cast iron 20 Square operating rod 1 Steel 21 Flange bolts and nuts 8' Steel 1�.�- 20 22 Flange gasket 2 23 Extension piece 1 Cast iron i- 21 24 Coupling and pin 1 Bronze 22 25 Top stem nut 1 Bronze 26 Upper operating arm i Cast iron I / 23 27 Operating arm pins at.; 2 Everdur bronze y" 24 cotter pins 28 Threaded stem t Bronze or Stainless 21 30 Connecting link 1 Bronze 26 22 31 Connecting link pins 2 Everdur bronze 39 `32 Gate, cap screw and nut t Cast iron--stainless ° 33 Gate Pins 2 Everdur bronze 34 32 2c _ 34 Main valve 1 Rubber 35 Gate washer 1 Cast iron_ _ 35 i__ 27 36 Cotter pins for gate 2 Brass _ I _ _ 28 37 Lower operating arm 1 Cast iron 38 Bottom stem nut t Bronze I 39 Bottom.seat ring,and t Cast iron—bronze drain barrel 40 Drain valve holder 1 Bronze -— 30 41 Drain valve lifter stem 1 Bronze _I 33 42 Drain valve litter 1 Bronze `�31 43 Drain valve lifter guide 1 Bronze 44 Drain valve washer 1 Bronze _f\ \ 36 45 Drain rubber valve t Rubber 46 Drain valve lifter 1 Bronze 37 i washer nut 38 *41/4" hydrant requires 4. O 40 Specify both part number and size of m m valve opening when ordering. 41 42 43 46 AS 44 c� 21, Parts and Accessories - TO EXTEND INSTALLED IOWA HYDRANTS—(NO DICGING IZ 19A OR WATER SHUT-OFF REQUIRED). U Iowa fire hydrants can be 21A extended,without water shut-off and y 21AA digging, by the use of an intermediate extension section. Available In lengths from 6" to 60" in 6" increments, sections are flanged at bo'h ends and furnished with gaskets, . 'Its and nuts, extension rod, coupling and pins. NEW EXTr�NS)ON ROD 21 C a COUPLING 22A M ETING STANDPIPE 23A ING ROD BREAK BOLT BREAK FLANGE '� CONVENTIONAL STUFFING DOX � ExTENSfON TYPE TYPE ;1ION CONSTRUCTION J� ING HYDRANT Iowa hydrants, unless otherwise n18 ROUND LINE specified, are furnished with the conventional braided, graphited, asbestos packing—quickly and easily O Ground re F r Extending xtXn„ing replaced whenever neCBSary. 1. Remove dome.head and standpipe. 2. Attach now rod with coupling to top o1 existing lower square operating rod. 3. Mount and bolt new extension section to existing pipe. 4. Replace standpipR and bolt to exten- sion Reassemble head and dome or hydrant as outlined under Inspection f and General Maintenance Instructions steps 6 and 7. ��1� EXISTING Roo PL WITH BREAK COUPLING r n EXISTING STANDPIPE to r q i NEW EXTENSION ROD a COUPLING BREAK COUPLING (common to both Types) L-` I ° NEW EXTENSION DRFAK BOLT AND ✓ SECT✓MI I a I1 Ex:SiING ROD BREAK FLANGE HYDRANTS _%i ° II- EXISTING HYDRANT (BREAK BOLT Number ° OR BREAK FLANGE) Part No. Part Reimiree r "^GROUND LINE Break lypr 21AA Break 5olts, cask it 8' Proiredum For Extending Break O•RiNG SEAL 21B Break coupling,cos,iron 1 Flange typo Hydranu STUFFING BOX '4Va" hydr.+ns require L gemove dome. head and standpipe. four (4) reak bolls. 2 Disconnect existing break coupling The O-Ring packing in( wporatas Break Flange Type from loser square operating rod. 19A Standpipe, Break Flange, 3. Attach new extension red with slandnrd two specially designed O-Ring seals. cast iron 1 coupling to lower existing rod. This construction provides an 21A Break Flange Bolts and 4. Mount and bolt new extension section existing pipe.- excellent seal, and can be made Nuts, steel 6 �Ch existing upp. rod with break part of ar.;Iowa hytlrant no 218 Break Coupling,cast iron 1 piing,to top of o,w a*tension rod. matter when it was Installed. 21C Break Flange,cast iron 1 6. (.,;place standpipe and bolt to exten. 22A Break Flange Gaskets 1 sion. Reassemble head and dome of 23A Break Fla,ce Extension hydrant as outlined under Inspection Piece, cast iron 1 and General Maintenance Instructions -- Steps 6 and 7. CLOW Water s Group Clow Corpora[ q P.O. Boxx 350 450 Oskaloosa, Iowa 52577 Phone (515) 673-8611 CLGJV AWWA GATE � VALVES FOR UNDERGROUND ; AND PLANT PIPING SYSTEMS 2" THRU 48" J\\ ANiGSS S �' � IMF 1N Lj'•1;^n ln,ee CnnlU` 11 F\'al b bn1Y aaa°_a w,n,na r},°.,�1m n�rr.an°^to�e•4 Pa^ �,.•c A conr9'n"-� n m.c" �a, o,co -:ai ropeaen'�.pan"r`.ae .lob'oieln e.nm'ees locum ` ^ 11 uw0 Irma mlbe ub..Wo^• G'°'° ea ��er coon neu�m m IM wank 3 .. �qtE........... er 1 t` iF�1C'�WA�.i1N(TlM��11Y. ALL JOINT ENDS INSIDE AND OUTSIDE SCREW CONSTRUCTION t FOR CAST IRON, PLASTIC AND A/C PIPING r F; Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS M III Ave Sn 1W Uncxm Av. 6'ri 9 W McEwdn qa Jg2; same Wasft 9eIJ 'i¢oma.Wasn 9w, ,axe hwe90 Ore 3)0]a Woe tt'1u E Wa19Sinsn 98012 IM)22100 1M'31114M 5NI6 9123 fM 0 2724 W TO Free 1-0pp.y52.7VI•AISSka Tok Flee x990.4yb qW CL.OW CORPORATION VALVE OWISION / OSKALOOSA. ?C—WA 52577 a 1972 Clow CorppO��on Approvaingf Material Sources and Related S-296, 2+ o espo en--e crow AW -VA GATE VALVES . . . RUGGED aaa LC FOR UNDERGROUND INSTALLATION AND PLANT PIPING SYSTEMS CLOW AWWA gate valves utter rugged construction, easy •`• operation, long service life and economical maintenance. They are doub.e disc. parallel seat valves meeting or exceeding all requirements AWWA Specifications C500. and conform to Federal Specifications WW-V-58b, Type II , Class I. P l �. Component parts are constructed of heavy, rugged proportions for - extra strength to withstand pipe strain and possible shifting in .v. underground service. Clean, simple internal construction, illustrated at right. assures long service and easy maintenance.All joint ends, in sizes shown below, and all commonly used - t• accessories and operating devices can be furnished. r PRESSURE RATINGS Working Pressure psi Hydrostatic ,t\ Valve Size Test Pressure Inches Non-Shock Cold Water psi 2 thru 12 200 400 14 into 48 150 300 ,Rrr F-t,v;; F-5064 F505S F5066 F 5068 F-5070 F-5080 F5082 Nut b.ds Flanged and A-C Mechanical Joint Flanged and Threaoed Ends Flanged Ends Push-On Ends Push-on Ends Ends Mechanical Joint Ends For Cast Iron Pipe For Asbeads-Cernenl v. DIMENSIONS — Inches Flanges are faced and drilled to ANSI 125 Dound template unless otherwise instructed Valve Turns Dla Size to of A B C D G H J K Ml N P Q Inches Open Stem 2 5 2e 7 34, 10'u Ts3'4 10'4 5'. 3 274 5 ;s 31:4 101. 3�. .., t0,a 14 1 2nr. 6 'n 7'2 - — 114s 114a 54. 370 15'2 1 3 7 2A a 3% 12'4 4s1 3,2 12'. 6 3'e 2014 l 4 15 1vs 9 444 - 14 574 0. S% 14 9 a'x 24 1 5 19 141 10 ... 1512 ... ., 15,2 27% 2 6 21 11/1 10'2 SIT 18 77,Y SW 614 18 51. 31112 8 27 14h 11'%2 612 22 10 612 7 22 6'. 404e 10 33 Its 13 644 - 255a 121a 61. 71. 25se 6'2 4714 12 39 112 14 - 61. 29,e 141. 7 74. 29's g841 14 45 1ty 15" 23 74, 1344 36,, 164a 7'. 394, 68 16 52 1is 17 23 9'. 1314 4044 181. 9'4 43'2 7544 16 58 21;e 19 24 91. 14 4314 201. 9'. 46 8212 20 64 2's 20 24 1014 14'2 47'4 23 10 50 - 90u. 24 76 212 23 28" 10 16 55 2741 16 5644 ... 107 30 63 2b`4 25 32!a 1212 201. 644. 33L 121 x 6612 126% 36 75 3 27 36 234. 234. 7541 40'a 2344 7741 147% 1 42 8b 31, 34 34 204. 2044 4612 ... 48 100 4 45'a 45" Turns to open are for valves without gearing Also available. gate valves with ends tot concrete pipe to Specifications SP5 or P381. UGGED aaa LOW TORJUE aaa LONG %JFE C ow LOW TORQUE THRUST BEARING Valve Operation is Easy and Dependable . . . 4"IN 12' sizes . . . provides high load with Two Point, Free-Floating Wedging capacity and low friction which reduces operating torque up 10 50%, Seals The valve operates with only two points of bearing perfectly for repaek'ng under pressure. only two points of friction . . . with a simple, self-centering, floating, V-type, bronze gate SMOOTH OPERATION spreading mechanism . . . for positive action in Precise, high strength manganese opening and closing. Separate hooks and bronze X1 bronze stem. with extra heavy thrust wedges permit mechanical adjustment to varying collar, provides smooth opening and positions. closing of the gates. Stem torque meets In opening, turning the stem releases the wedging Undervin ers specifications. pressure on the gates, allowing them to move away from their seats before starting upward travel. SIMPLE, RUGGED CONSTRUCTION Further turning of the stem raises the gates into the Stem nut ,S solid bronze. and cover, permitting full opening flow through the independent of hooks, wedges and valve. gates. It Is free-floating and in closing, the gates move freely downward to a self-aligning. For longer wear, the position opposite their seats. At this point the hooks threaded section of stem nut is at least come in contact with stops which prevent further 1 x times the diameter of the stem.. downward movement of the hooks. The bronze wedge riding on the hooks then spreads the gates apart and forces them to their seats to make a watertight seal, and shut off the flow through the valve u st r. . NLL F 50a0 F-3042 F-5085 F•5093 F-5070 F 5072 F.$062 ush-On Ends Push-3n Ends Push-On Ends MCMamcal Jan, Flanged Ends.NRA Flanged Ends Hub Ends.NRS r Cast Iron Pipe For Asbestos Con ant P,pe For PVC Pipe Tapping Val" eesa ^ce r...a Outs,de Screw 4 yoke Spur gearing,bypass P p R S T U V W X y Z AA BB DD GG HH JJ KK LL it 1/4 3 14 1112 714 ... ... ... ... _, ... ... 5'. 714 .. ... ... ... ... ... ... .. ... 544 3ta 15'x 12`2 7'4 ... ... ... ... .. ... ... ... ... .. 31a 20'v 16s. 71.4 .. .. ... ... ... ... .. .. its ... 544 9 412 24 1944 10 ... ... ... ... .. .. ... ... 412 61s d's .. .— 27'4 21 s4 10 ... SV. 31': 241. 12 ... ... ... ... .., ... ... ... ... 514 8'2 8 61.4 40'x 31'2 14 .. ... .. .. ... ... ... 6'. 9'2 9 .. 6'2 4714 36'+ 18 .. ... In. I N$ 91's 582t 455s 18 27's 13 3FN 8 18 dOL 12 JB'x 31sa 14. 101. 101: 68 53 22 33 1914 13 57'2 41 8 311s 18 45 12 421, 351t 714 11 s4 11'2 754. 581. 22 361, 2012 13 621s 45 8 334a 18 49 12 461s 394. 9's 13 1551 821: 8312 26 39's 221x 13 6744 48 8 3649 18 52'a 12 50 427e 914 141. 7612 901, 69', 26 4344 24 13 73 5114 8 4012 18 5514 12 53st 4612 10 15 101s 107 82 30 501z 28 13 83'x 581. 8 46 18 624 12 60 521, 10 22 12814 97 30 621. 3112 171: 10014 711. 10 54i2 to 761. 15'z 72's 66 14M 110 36 70'. 40 234. 120 87 13+t 68's 22 884a 211'2 8111 721% ' - 30 92 47 17's 1451s 10244 10 7712 30 1064 27 10512 97 30 1051a 5412 184s t66 Itsss 1t'4 87'2 30 120�e 27 119 108 ficabons e =cw AWW/ GATE VALVE P` :RTS 1n to Itt \ 131 112 17t I 113 - FEB. 114 115 CT 117 i 1. SOCtidn Of Mechanical Join L__I Cutaway of Flanged Valve NRS Val"With O-Ring Packing with Outside Screw and Yoke Pad No Material Part No Matena: Part No Material 101 Cap Screw 1 Steal 113 Body 1 Cast Iron 127a Follower Nuts 2 Bronze 102 operating Nut I Cast Iron 114 Gar, Nut I Bronze 1270 Follower Studs 2 Steel- 103 0-RinC Plate 115 Gate 1,nn 2 Bronze Rust-prvoteo flops 8 Nuts Steel 116 Case Ring 2 Bronze 120 Follower Plate I Cast Iron 104 C-Rings 2 Rubber 117 Gate 2 Cast Iron 129 Follower Gland 1 Bronze 105 0-Ring Plate I Cast Iron 119 Wedge 2 Bronze 130 Packing Braided Asbestos 106 Low I Torque 119 Hook 2 Cast Iron 131 Test Plug I Teflon-coated Beating 120 Polo Down steel 107 Stuffing Box Nut I Bronze 132 Stem Nut Pin 1 Broze Gasket I 121 Handwheel Key 1 Steel 135 0 S 8Y R.P. Steel- 101 Cover 1 cast Iron 122 Handwheel 1 Cast Iron Cap Screws Rust-prooted 100 Non-rising 123 0 S 8 Y 136 0 S 8Y Yoke Steel— Stem 1 i'mirze Bolts 8 Nuts RusPRrooted 110 1 Flange Steel— Retainer 9 t Cast bon baits 0 S ts Rust-Rtoofed 12a 0 bY. Stem 111 Neck Flange Nut I Bronze Gasket I Composition 125 0 S.6Y Yoke 1 Cast Iron 112 Neck Flange 126 Rising Stem 1 Stainless Steel Boll Nuts Steel C CLCIVV C11-PPORATION , VALVE DIVISION P 0 6OX 350 OSKALOOSA IOWA 525— i ILfC UTIL WORKS DEPARTMENT �s ►� D SGN / ITY ENGINEERING 9 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. PENNON,WASH.98055 OP. �. AU%28'$5 G 0 9,r �P Fp SEPiEN'9 TO: f•I C W�.. F..,� neck _ __ DATE: _�_ JOB No-.: 0/0 -SJ0"4 WA . N RE: a-jC. Ci� Pj&.M ATTN: Frew GENTLEMEN: WE ARE SENDING YOU ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: YSHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ COPY OF LETTER a COPIES DATE NUMBER DESCRIPTION AND REMARKS j--�- _�� OIYc ��n l rlNl� ri u z �- lly THESE ARE TRANSMITTED AS CHECKED BELOW: v S a FOR APPROVAL ❑ APPROVED AS SUBMITTED P ;lK SUBMIT 1 COPIES FOR APPROVAL D FOR YOUR USE ❑ APPROVED AS NOTED UBMIT COPIES FOR DISTRIBUTION ❑ AS RESTED o RETURNED FOR CORRECTIONS RETURN i CORRECTED PRINTS a< FOR REVIEW AND COMENT 0 _y a PRINTS RETURNED AFTER LOAN TO US COPIES TO: — —, SIGNED -----�_.� TITLE -- IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE cO COUPLINGS Part Number Chart Fernco Flexible Couplings (#1056 Series) CASTIRON, Fit all of These Drain Pipe Materials. Adept To These Outside Pipe Diameters PLASTIC.CD➢PER, STEEL OR LEAD TO Cast Iron Sall Pipe OUTSIDE PIPE DIAMETER ➢ CAST IRON CO►ER PIPE MATERIAL srEu dR LEAD ' SIZE N • Extra Heavy IxHI 1 Vi• 11/x• 2" 3" 4" • Sa O WeiDM ISVI SERVICE WEIGHT - 2.]0 1]e 4 30 • No Per HuO(NH) CAST IRON (� ! Steel PI Schedule 40 EXTRA HEAVY - - 2.36 3.W 4.50 c - . Copper Pipe NO HUB - 1.e0 2.31 131 4.38 Lead Pipe PLASTIC,AB&PVC, (DWV SCHEDULE 40) raw 1 r.I 2.375 3,500 AMID 1056.125 1% x 1% Plastic Pipe I PLASTIC,SEWER a 1056-150/125 1% x 1% • ARS%,;,S OWV(Scha 3U(Tub 401 DRAIN - - - 315D 4,215 • A@JPYV,SCMOu1e 30(Thin W ASTM I COPPER 1 O5 La25 2.145 3.125 4 T25 1056.150 1% x 1 Va • ABSrPVC,uT1,.EVE.Sewer a Drain ASTM 2729 I STEEL i EBO .a0U 2.375 3.500 4slxt • PVC"War S Drain ASTM 3034 S SOR M LEA I.us �gp 2,W4 3.2MI a250 • PVC Sewer 3 Drain ASTM 3033 E SDR 41 1056.215 1111 1056-22 2 x 2 CLAY CLAY cur CONCRETE CONCRETE ASBESTOS ASBESTOS 1056.315 3 x l% TO TO TO TO TO CEMENT FIBRE CEMENT FIRE PIPE CLAY CAST MDN ASBESTOS CONCRETE CAST IRON OR DUCIAF DR DUCTILE IOW32 3 x 2 SIZE OR PLASTIC CEMENT, OR PLASTIC WON MN FO TO TO RE CAST IRON ASBESTOS 1OW33 3 x 3 CUCTILE ON➢LA:TIC CEMENT FIBRE C 1 WDN OR OW ON 1056.415 4xl% ( �' t 056-43 4 x 3 -- 1056-44 4 x 4 4 x 3 1002-43 '1006.43 1051-43 1056.53 5 x 3 4 x 4 1 1001-44 1002.44 1003-44 1004-44 1006.44 1051-44 1055-44 1056-54 5 x 4 5x4 IODI.54 .*° t0J2�8 '1003.54 1051-54 1055-54 1056.55 5 x 5 5 x 5 1001.55 1002.54 1 OD3.55 1051-55 1055.55 105643 6 x 3 6 x 4 1001.64 1002-64 '1003.64 '1004-64 -1D06-64 1051-64 1055.64 1056 64 6 x 4 6 x 5 *1001.85 1002.65 1003.65 .1006.65 1051.65 1055.65 1056.65 6 x 5 B x 8 1001.66 1002-66 1003.66 1004-66 1006-66 1061.66 1055-66 105fi 66 8 x 8 B x 5 1003-85 1056.84 8 x 6 a x 8 1001.M 1002-86 '1003-M '10" 11008.88 01051-86 '1065.86 1056-86 8 x 6 6 x 8 1001-88 1002-88 1003.88 1 OD46w 1006.88 1051.88 1055-M 1056-88 a x 8 10 x 8 *1001.10.8 '1002.10-8 'l003-10-8 '1004'148 *I OD6-10-8 '1051.10-8 '1055.10.8 1056.10-8 10 x 8 10 It 10 1001.1010 1002-1010 '1003.1010 100410.10 '1006-1010 1051-1010 1055.1010 IOS6-1010 10 x 10 12 x 10 $1001.1210 1002.1210 '1003-1210 1OD4.1210 '1006.1210 '1051.1210 '1055.1210 1056.1210 12 x 10 12 x 12 1001.1212 1002-1.^12 '1003-1212 1004.1212 '1006.1212 1051.1212 1055.1212 1058 1212 12 x 12 15 x 12 *1001.1512 '1002.1512 '1003-1512 1056 1512 i 5 x 12 15 x 1S 1001.1515 '1002.1515 10567515 15 x 15 OTHER SIZE 6 MATERIAL COMBINATIONS AVAILABLE ON REQUEST,CALL TOLL FREE 1.NO-521.1283. 'SUPPLIED WITH REDUCER. FOR CONNECTIONS TO HUB, BELL C SOCKETS, SEF DONUTS ON PAGES 13.24. u➢ '11P6n ASTM f c % a cstia 8 a SKI DRAWING REVI&* .40. i,i?r NO E,-CF.F'nONS TAKE14 F' l MAKE CCIRECTIONS NrjTaD AVFND AND RESUBMIT RESUBMIT SEATTLE, WA9;41NGTfjal FLEXIBLE COUPLINGS for sewer, drain, waste & vent piping. HOW TO INSTALL STANDARD CONNECTION (IN HOUSE) � r Ir I 1,,,„• II y Loow en the stainless A Slide cl mItile Coupling Tighten clamps to 60 A Support pipe and !r l. steel clamps. Do not re- . over p) ,spigot ends inch lbs. torque. `t. Pressure test t for move clamps from coupling. of tF • two pipim leaks before concealing. STANDARD CONNECTION (IN GIIOUND) 1Loosen the stainless Slide Flexible Coupling �j Tighten clamps to 60 Pressure testt before . steel clamps. Do not re- 2* over plain spigot ends 3. inch-Ibs. torque. 4. backfilling or conceal- move clamps from coupling. of the two pipes. ing joint. Bed and backfill REPAIRS AND INSERTIONS properly. 40 1Femco Flexible Cou- A Remove pipe sections, Insert new pipe or fit A Tighten damps' to . plings can be used to 2. then slide Flexible 3. ting then slide Flexible 4. 60 inch-lbs. torque, couple pipe when there is Couplings over bosh pipe Couplings over new and old Testt before backfilling or a break, or an insertion ends. (Remove damaged pipe ends. concealing joint. Bed and is needed. areas if broken.) backfill properly. �" h band . tMmimum test ssum 4.3 PSI. 9 SOP L)IjAWING W Ci *l0 Eyr-oi0N8 TAKER r• wrn,. : CGFalmoNS NOTED 1 :iA`.FND n:vl� fiESllEiMlT ResumilT pnrrndnt rt onY 1^r mxro•m.nan I+na Me HtWr cxntAl �' t.yler vnC e.•n+r:.•�ra nY.n ;be Ineppt�1 AAn�In M C..M.W tecval..1}. .'+xr v x b mHe•mNbi i1CwP row- 11.RR.• .. •.. i.. ... �I •nll In0\N!'.I,n.nfUlfMtllUt<Unfirut�wf. \..•Y'v•. � �1 ilr IrrON. �•. -. . hHllaq a WnUi i1�;RlC'. �ryVJ11Mw. eMfl4'e.�M a�TiC' st;rw4 �:dra+ 'Cr.�1U: MOTFLE wns";N ar<r F Eny�neering August 14, 1985 51139.0 (15/ O) Mr. Bob Bergstrom CITY OF RENTON 200 Mill Avenue S. Renton, WA 98055 Subject: Portable Engine/Generator Set Water Project No. W-815 Alternate Equipment Review and Recommendation Dear Rob: At your request, we have completed our review of the alternate equipment bias submitted by Puget Constructors, the apparent low bidder for the above referenced project. Our review included proposals from N.C. Engine Power, of Seattle, WA, for a Caterpillar engine/generator set; Power Systems of Renton, WA, for a Cummins engine/generator set; and from Bay Power ;nd Control of Auburn, WA. for a John Deere engine/generator set (original submittals are attached) . The submittal data indicates that all three equipment suppliers are expeienced in the type of work required by our contract specifications. We have worked with N.C. Engine Power and have found their work satisfactory. We have checked with the references provided by Power Systems and Bay Power and Control , and have also received satisfactory ratings for their work. Parts and service for both the Caterpillar and the Cummins are provided by N.C. Engine Power and Power Systems respectively, the proposed suppliers for this project. Parts and service for the John Deere unit are provided by Craig Taylor Equipment Co. of Renton, WA, and are not available from Ray Power and Control . We believe this is not a significant disadvantage to the City since Puget Constructors must provide authorized warranty service for the system for one year, regardless of who provides the service. At the expiration of the warranty period, the City may want to "shop" for the best service available which may not result in any of the three suppliers providing extended service. The engine and generator systems are standard, commercial products and can be serviced by a variety of sources. 1410 Market Street,P.O. Box 1180,Kirkland,Washington 98033(206)827.6400 Mr. Bob Bergstrom August 14, 1985 Page 2 in conclusion, it is our opinion that any of the three supp; iers are capable of meeting the requirements of the contract specifications. Please call if you have questions or require additional information. Thank you for the opportunity to be involved in this project. Sincerely, RH2 ENGiNEERING, P.S. Daniel R. Ervin, P.E. Enclosures: Submittals - CUMMINS ENGINE COMPANY "VC. Engine Data Sheet Engine Model: NTA-495 G/GS/GC Date: July,1983 Bulletin: 3383464 GENERAL ENGINE DATA Type ......................................................... .......................... 4 Cycle.iniine,4 Cylinder Diesel Aspiration.......................... ...... ... ....... ...... Turbocharged G Aftercooled Bore—in.(mm) x stroke—in.(mm)......................................................... 6,125(130) x 6.0(152) Displacement—in!(litre)................. ............ . ............................................ 495 (8.1) Compression Ratio ............... ................................................................. 14.2:1 Dry Tyytb Water Caoitd Extuual Hendon E.nauat V.,told M (a91 le.N01 Dry Weight Engine only per Installation Diagram .. .................... ................... Radiator Cooled Engine without Main Generator per Installation Diagram........... Heat Exchanger Cooled Engine without Main Generator per Installation Diagram .... Wet Wolof Engine only per Installation Diagram .......................................... Radiator Cooled Engine without Main Generator per Installation Diagram........... Heat Exchanger Cooled Enginewithout Main Generator per Installation Diagram .... ... Moment o(Inertla of Rotating Components(exclusive of Flywheel)—Ibin•fts(kg-m•) ........................ Cyclic Speed Variation with FW Flywheel at 1800 rpm;1500 rpm ..................................... ENGINE MOUNTING Maximum Bending Moment at Rear Face of Slocl,—to.it.(N-m) ............. . . ............... ........... 1000 (1356) EXHAUST SYSTEM Mrxlmum Back Pressure—in.Hg(mm Hg)................. _ _ .. _ .. . . . . _. . .... . . ........ ... . ... 3(75) AIR INDUCTION SYSTEM Maximum Intake Air Restriction—With Dirty Filter Element—in.H,0(mm H2O)....................... .... . 25 1635) —With Heavy Duty Air Cleaner and Clean Filter Element—in.H2O(mm H2O)............................. 15 (380) —With Light Duty Air Cleaner and Clean Filter Element— In.HaO(mm H,0).............................. 10 1250) Minimum Dirt Holding Capacity—Heavy Duty Air Cleaner—g1CFM(g•litre`•sae.) ........ ................. 25 (53) —Light Duty Air Cleaner—gfCFM I9-litre I-sec.)........................... 3116.4) COOLING SYSTEM on Trot watt,com,a bAatbt Mangold F.+au31 A'a0lbid Coolant Capacity—Engine only--U.S.quart(litre) ........................................... —With 100'F Radiator—U S,quart(litre) ........................... —With Heat Exchanger—U.S.quart(litre) .......................... Maximum Coolant Friction Head External to Engine—PSI(kPa).......................................... 5.005) Maximum Static Head of Coolant Above Engine Crank Centerline—It.(metre).............................. 46.004) Maximum Air Restriction on Discharge Side of HX Radiator and Fan—in.H2O(mm H2O) •.•............ 0.502.7) Minimum Raw Water Flow®90'F to HX Heat Exchanger—U.S.GPM(litrelmin.)...................... Maximum Raw Water Inlet Pressure at HX Heat Exchanger—PSI(kPa) .............................. Standard Thermostat(modulating)Range-- IF('C).................................................... 175--195 (80—e01 Maximum Output Pressure of Engine Water Pump(exclusive of pressure cab)—PSI(kPa).................... 40(276) Minimum Pressure Cap—PSI(kPa)...... ............................................................ 7 (50) Maximum Top Tank TemDeralue— 'F1'C) ............................................................ 212 (100) M intmum Top Tank Temperature— 'F('C) ............................................................ 160 (70) Minimum Fill Rate—U.S.GPM I litre!min.)............................................................. 5 (20) Maximum Initial Fill Time—With Engine Mounted Radiator—min. ....................................... 5 Minimum Coolant E xpa,ision Space— %of System Capacity............................................ 5 Maximum Dorteration 7 ime—min. ................................................................... 25 Drawdown• nit..,; Exceed the Volume Not Filled at initial Fill Minimum Allowable Drawdown'--U.S.quart(litre).................................................... 6.5(G.1) •Wa+dnwn dots not IncNd. a.Cansron apt„ Il is 1u91.1"d That Inlhal adhere M Willard 10%of GyM.a cei ifr LUBRICATION SYSTEM Oil Ptessure C Idle—PSI(kPa) .................................................. ..... .............. 15 (1031 Minimum G Rated Speed—PSI(kPa)........................................... . ............. .... . 45- 70 (310-433) Maximum Oil Temperate re— OF I'D)................................................................ Maximum Oil Consumption—U.S.quartlhr.(litrelhr.).. . ................................................ 0.25 10.24) by-pass Filter Size—in?(litre)....................................................................... By-Pass Filter Capacity—U.S.gal.llilre).............................................................. 0.73(2.8) Oil Capacity(Oil Pan Option No.OP );High-Low—U.S.gal.(Iltre) ................................ 4-3 05-11) Total System Capacity(including by-pass filter)—U.S.gal.(litre)......................................... Angularity of OP Olt Pan—Front Down ...................................................... 20 —Front Up ............ ............................................. 14 —Side to Side ...................................................... 32 FUEL SYSTEM Type Injection System.......................................................................Cu-rnmins PT Direct Injection Maximum Restriction to PT Fuel Injection Pump—With Clean Fuel Filter—in.Hg(mm Hg) .................. 4(100) —With Dirty Fuel Filter—In.Hg(mrn Hg) .. .I.............. B(200) Maximum Injector Return Line Rostriction —in.Hg(mmHg) ............................................. 4 000) Maximum Fuel Flow to Pump—U.S.GPH(litralhr,).......................I............................. ELECTRICAL SYSTEM Battery Charging System,Negative Grounu Volt:Ampere .......... .., 24;3: Cranking Motor(Heavy Duty,Positive Engagement)—Volt ............... ... ......... ........... 24 Maximum Allowable Resistance of Cranking Circuit--Ohm ..................................... 0.002 Minimum Recommended Battery Capacity Cold Soak.;., 58'F(10'Cl and above—0'F CCA ............................................. 600 Cold Soak C, 32'F to 50 IF(0•C to 10'C)—0'F CCA................. ....... ............ .. 640 Cold Soak f; 0-F to 32'F(-18'C to O'Ci—0'F CC4 ... ................................. .. 900 Cranking Motor Current Based on Luba Oil Viscosity per Bulletin 3379M Breakaway Current of Zero RPM 8 50'F(10'C)—Amp ....................................... Breakaway Current at Zero RPM 4 32'F(0'C)—Amp . ........................... ......... . Breakaway Current at Zero RPM$O'F(-18'C)—Amp ............ .......................... Cranking Current 9 50-F(10-C)—Amp .................................................... Cranking Current 0 32'F(O'C)—Amp ............................................................................... Cranking Current 0 O'F(-18'0)—Amp ................................................... PERFORMANCE DATA Steady-Stato Speed Stability Band at any Constant Load—% ........................ ........... 0.25 Maximum Overspeed Capability—RPM ...................................................... 27CO Estimated Free Field Sound Pressure Level RP 3 ft.(1 m)—dBA ......... .........__........... 105 Excludes Norse from Intake,Exhaust,Cooling System 8 Driven Components. All data represent gross engine performance capabilities obtained and corrected in accordance with ISO3046 conditions of 29.61 in.Hg(100 kPa)barometric pressure 1300 it,(90 m)altitude),81'F(27'C)inlet air temperature, and 0.63 in.Hg(2 kPa)water vapor pressure(60%relative humidity)with No.2 diesel fuel or a fuel corresponding to ASTM D2.Data is based on the engine operating with fuel system,water pump and lubricating oil pump;not Included are battery charging alternator,tan,optional equipment and driven components. Chart below reflects data based on following variables at conditions of rated power: Coolant Temperature— IF('C)..................... 185 1851 Air Intake Restriction—In.H,0(min H2O) ... ........ 10(250) Water Inlet Pressure—PSI(kPa).................... 7(50) Inlet Air Temperature— IF('C). ... .............. . 85(301 Water Pressure in Engine Block—PSI(kPa) .......... 14 (97) Exhaust Restriction—In.Hg(min Np) ............... 2.0(50) _STAND ByPRiME:OW R 60 H, 50 Mr 60 Hz 50 Hr Engine Speed—RPM... .............................. Gross Engine Power Output—BHP(kW) ................ 215(160) 190(142) 195(145) 173029) Brake Mean Effective Pressure—PSI(kPa) ............... 191 03117) 203 0399) 173(1193) 185 0275) Piston Speed—ft./min.(mfs) ............................ 1800(9.1) 1500(7.6) 1800(9.1) 1500�0.6) Maximum Regenerative Power Absorption Capacity—kW .. Engine Water Flow—U.S.GPM(litials)... ................. 59(3J1 4913.1) 59(3.7) 49(3.1) Engine Data with Dry Type Exhaust Manifold Net Engine Power With 1000F HX Radiator and Fan— SHP(kW) ......... 194 (145) 178 033) 174(130) 161 (120) 125'FHX Radiator and Fan—SHP(kW) .......... 1941145) 178(133) 1741130) 161 (120) Intake Air Flow—CFM(litre/s)......................... 520 (245) 3901184) 480(227) 3u5(182) Exhaust Gas Ternperature— 'F('C) ...................... 840 (440) 870(4GG) 810(432) 840(440) Exhaust Gas Flow—CFM(iltfels) ........................ 1280 (G04) 985 (465) 1150(543) 905(4271 Radiated Hcat to AmLlent—STUlmin.(kW)........... .... 1855 (3261 1600(281) 16451289) 1420 (250) Heat Rejection to Coolant—BTU/min.(kW)............... 6235(10M 5510(959) 5655(994) 501S (882) Heat Rejection to Exhaust—BTUlmin.(I(W)................ 5955 (1047) 5395(948) 4455(783) 3985 (701) Cooling Fan Air Flow with 1004F HX Radiator and Fan—CFM(Iitrels)........ 20340 (9600) 16700(7882) 20340(9600) 16700 (7882) 125'F HX Radiator and Fan—CFM(/(trals)........ 20340(9600) 16700(7882) 20349(9600) 16700(7882) Ee21no Date w)tb Water Coaled Exhaust Manifold Not Engine Po.ver With 100'F HX Radiator and Fan—BHP(kW) .......... 125'F HX Radiator and Fan—SHP(kW) ....... ... Intake Air Flew--CFM(litre/3)...................... .. .. Exhaust Gas Temperature— IF 110) .................. ... . Exhaust Gas Flow—CFM(Iitrels) ...................... . Radiated Heat to Ambient—BTU/min.(kW)............ .. . Heat Rejection to Coolant—BTU/min.(kW)................ H',at Rejection to Exhaust—B7U/min.(kW)................ Cooling Fan Air Flow With 100'F HX Radiator and For.—CFM(8trela)........ 125'F HX Radiator and Fan—CFM(litrela)....... REFERENCE INFORMATION Performance Curve ............................................................. C--4245 WiringDiagram ................................................................ Inalallalloil Diagram EnglnoOnly ............................................................... WithRadiator ............................................................. With Heat Exchanger ....................................................... For Remote Cooling .............................. ......................... Engine Model: NTA-+495 GIGS/GC Data Shee': DS-4248 Data: July,1983 CUMMINS ENGfNE COMPANY,ffIC. Columbus,Indlans 47201 Bulletin No.: 3383464 NTA-495-GS1f GCl GENERATOR SET i SPECIFICATIONS AVAILABLE EQUIPMENT Rated Output 60 Hi 50 HZ _Air Cleaners: Iwo RPM 1500 RPM Dr t -?Normal duty. Standby' Primea Standby, Primer y yam' Qa - Controls: kW 0 0.8 PF En6ine Instrument Panel IsAlaning switches, hourmester, with fan 12S 110 11S 105 battery charging meter, electrical instruments for coolant KVA 156 138 144 131 temperature, tube oil temperature and pressure, alarm kW 0 0.8 PF lights for overspeed, coolant, low lute oil pressure. without fan 140 12S 125 Ills LJ Tachometer. KVA 175 156 156 144 Monitoring Switches: rLow oil pressure. High coolant temperature. ❑ Low coolant level. VIngine Approx. fuel consumption at overspeed, % rated output(with fan) Litres/hr. 30 30 26 26 Generator Controlyarlel: El Generator mounted. U.S.gals/hr 8 8 7 7 ❑ Manual start. 9 Auto start. [7 Prealarm controls, CircuitBreaker: 19 Main line. ❑ Exciter field. Four Stroke Cycle, iurbochargad-Aftercooled, C System: In-Line, 4 Cylinder Diesel Engine. Radiator with fan uards. l g �p 52°C 1125°F)ambient Bore and Stroke 130z152 Tom (5'bx6 in.) temperature. L_l Remote cooling. Exhaust stem: Displacement 8.1 L (495 cat. in.) Manifold: Dry. ❑ Flexible corn. Fibers: AW,a Dry Weight 1 723 kg 13 800 lbs.) Lubricating oil: replaceable element type. fuel: single spin-on paper element type. Gove mil ❑ Cummins EFC. 21"Electric (other). ❑ Hydraulic. `Standby Rating IGS1 is apli kable for supplying tort Inc power in the event Operation: (g Droop. ❑ isoehfODOus- of normal utility power failure and it may be used for conommus srnnce lot Starling System: as long as the emergency may last This rating conforms to ISC13046 Starters: 19 24V still overload power and Net stop power.The engine may he operated at the standby rating up to I so0 m 6000 n.l altitude and YsC 000oh ambient Starting Aids: U Starting fluid, pressurized cylinder type, temperature ssnhout deraeon, eCoolant heater. 'Mime litotes,Rating IGC)is applicable for supplying e4r6k Crowe,lot con. �,� .mucus serWce wnh intermittent overload(W toil up to the standby rating. Battery Chargers: L4V alternator. (�24V static charger. This rating comments to t501046 continuous power.The engine may he operated at the prime(rower rating up to 2 250 m(7500 n.)altitude and 38-C f lop°hl ambient temperature without dera6on. 05 5514 and DIN 6271 are based on ISO1046, NTA-495-GS1/GL1 GENERATOR SET ENGINE DESIGN FEATURES GENERATOR Aflereouler. Use of aftercooler results in cooler. denser DESIGN FEATURES intake air for more efficient combustion and reduced in- ternal stresses for longer life. Bearing: Pre-lubricated, shielded, cartridge ball hearing with Bearings: Precision type, steel backed inserts. 5 main lubrication provisions. Giiaongs. 114 mm (41/1 in.)diameter. Connecting Rat-- Construction:Conforms with National Electrical Manufac- 79 mm (3% in.)diameter, turers Association NEMA MCb22. Camshaft: Single camshaft controls all valve and injector Cooling:Cast aluminum alloy ventilating fan. movement. Induction hardened alloy steel with gear Drive Couplinjc Flexible steel disks with 400% safety factor. drive. Exciter: Brushless rotating with Solid state full wave rectifier. Crankshaft: High tensile strength steel Fully coforging. Bearing Mounted outboard of rotor bearing. journals are induction hardened. Fully removable wet liners. Insulation:Class F, meets NEMA standard for temperature Cylinder Block: Alloy cast iron with removable wet liners. rise limitations. C�lindde�r�Heaad�s_. Each head serves two cylinders. Drilled Main frame: Rolled steel construction with rear mounted fuel suppTyand return lines.Corrosion resistant inserts on intake and exhaust valve seats louvered conduit box. Fuel System:Cummins PTt" self-adiusting system. Integral Rotor: Single-piece 4 pole rotor with integrally dtecast Flyweight type governor provides overspeed protection in- amortisseur winding and coil supports. Field winding is dependent of main engine governor.Camshaft actuated layer wound with tbermo setting epoxy. Protective epoxy injectors. coating for abrasion and moisture protection. Rotor Lubricating Oil Cooler.Tubular type located in engine shrunk fit and keyed to shah, dynamically balanced to con ant sy -ni. withstand 25% overspeed. Lubrication: Force feed to all bearings, gear type pump. Stator. Epoxy coated for abrasion and humidity protection. All lubrication lines am drilled passages, except pan to 12 output leads, suitable for 3 or 4 wire Y connection. pump suction line. Voltage Regulator:Solid state with SCR control, Integral RFI Pistons: Aluminum, cam ground, with three compression filter for suppression of conducted electromagnetic in- and one oil ring. terference to levels meeting most commercial re. Thermostat• Modulating by-pass type. quirements. Integral automatic underfrequency Protec- Turbor4Wr. Matched for optimum generator set tion. Protected against high humidity conditions. A circuit ,,lormance. breaker provides protection for the generator rotor and 's—. valves_ Dual intake and exhaust each cylinder. Each valve excitation system. 44 min(I V. in.)diameter. Heat and corrosion resistant 'Vohaaes Available: face on exhaust valves. Hit Conn. 3 Wire Y 4 Wire Y Vibration Damper Viscous type. Low Y 200 to 240 1201208 to 1391240 60 High Y 380 to 480 2201380 to 277/480 Low Y 190 to 208 1001190 to 1201208 50 High Y 380 to 416 220/380 to 240/416 'For other voltages conwlt Cummins. 1 397 mm (55.00 in. 876 mm 2 629 min —� 134.5 in.)_� (103.50 in.) Cumme.e has&'WsY3 bIn•pinnate m gWull iMpi,G tl f.Thus 3p 4SCONOr3 m�Y cbnpr.0h.W none IIIULOlronS m.y mcuW�olwnnl purom�nl Cummins Engine Company, Inc. Columbus, Indiana 47202 Bueenn 33ao498 Pnnle<i in USA Rev.R84 A UNOLRONOUND UTILITIES /S n � Cp UIOMCNT RENTAL r ,�////V�//C//• COhLRETE P4VI N<i to ontpany GENERAL CONTRACTORS 9215 EMPIRE WAY SOUTH l 9EATTLE. WABHIN070N ga11B (3 t206) 722-4900 June 12, 1985 City of Renton �� �„- 200 Mill Ave South k�' Renton, WA g80SS Re: Honey Cr,ek Phase II Material Submittals �L1 Dear Bob, Please find enclosed the following submittals from our proposeC material suppliers: N 1 H. D. Fowler 2 Charles R. Wctts/ 3 Safety Factors 4 Cascade Culvert 5 Associated Sand L Gravel ,- 6 Olympic Foundry If you need additional information or have any questions, please do not hesitate to call . Thank you, R L Alia Company Gary J Pankiewicz, Office manager J U L 1 6 1985 CONTRACTORS LICENSE NUMBER RL-AL-1"262KP REQUEST FOR APPROVAL OF MATERIAL SOURCES pit[ `' �` f5- 'roject No. S 2 'mJect Name_ f.2N CR4 ,a S�wE� Ptiep7(tT — /1AJ£ r. IM Qa=K'►vIQN 00 MAran1AL sOurcts Or sullty ve, Loin SueblN MaMrIKNre/ A, 1[•awe•wt NO A v �.� `71w6j ->c LA.RP.f'l D� /'iPF ,DAe.Ln .Ji�lf+T cr 6.or•Nb� Tvl F� �l �i 1lrN(ff / /Vq M c 0 /�O/1'IPK - CoVF(rN41 J ryMNOJ �i ' ADS ✓ANF A'!AR[e7p1 ti T re =ontractor. r /7 Submitted by: !` ` . C"L iA Corh�Arvs/ L A�iA to in/Nn'� �' ha +levlewea ct a �6av[ itemtand( 1 toncut,( ) da nctcmrcur (ett+cn camml Fbect[nrnrw wrew e• tYewe for rl Ilene d`bib IJ 1 �n apQreYY cbeRM M gdrWed for uae M Me IIMee`MapenrRt Or0•.dW Me men at deWerOd coTble 1ellaPOre.ANon M.IeAYI�ndW rld OY nu/nOer�n Me eGOrvYel L .1 `t'd"nlMd Ow Me IdlMnq C901' Semi Appreied,Aubrorr Iv CTenee of$puro•Tut(W ULL'ad h'orw Me OltK tv COwnvc9on snd Matenr•eet Me Cbrd'vctlon Manyr A O —Mneld:NOIra.MnYw la orelMwnery wbuevldn. Vord`r1 ranwd:YOmt pnrW nerve,nen.e of Teneleeeyrer.a Tebr want >•OaOer —Mwrd:Ybw.t Traredatenon OeDbM1lrlT do nbrntr lit tnownl end leer�000M1 ` ♦do•d.r wMnrd:weew vblet cedq au anNa Map o`wwnp_ !![t AYbroa'r�Mfyd: ` f .l [' tl l C w......r w. ►raer•E�vn eee tu`wet cbAttel mwaler of M. Oa.a w M a+enau npnaer 1 Style 140 Dresser M & H Mud Valves Iron Body, Bronze Mounted, Non-Rising Stem or Rising Stem *" M & H Mud Valves. are used principally in Filter Plants. Settling Basins, Drains. Blowoffs in Sumps or irrigation work. They can be supplied with 2" square •e Rising Stem Designation Number is operating nut. extension stems and handwheels or with "1040" - Please use this number on plain or indicating floor stands. (See form 476A1. your purchase orders. When ordering with Extension Stem.give distance from face of flange to handwheel or end of extension stem. or to top of floor where floor stand is to he located. -- I c 'a Style Flanged End Style t40-t5 Sp got Entl Dimensions in Inches t A Outside Diameter of Flange 9 11 131/1 16 19 2711r 32 38% S" Bon Circle 7'4 9'h _11% lay. 17 25 _ 29--A 36 C Flange Thickness 1N 1 IA_ 7 IM. 1-: 4 1'a 1.�. 111v _ IN 211i O" Number and Diameter Bolts 6-1A 6-% _ _8-rii 12- . 12-'t 1. -1 16-1 16-1'4 2t)-1'.4 20-11/. E _Distance Plug Opens 2 3 49j 5su 61/o - u 8% 9 10 121h 15 _17 Bottom flange to Too of Stem 111ss. I614 I64 12 12 25 _ 2'�SS 36'�4 36+h_ 38% 391/. 52 G Length of Spigot End 12 12 12 11 12 1. - 12 12 12 12 12 _____- __.. _ __ H Outsde Diameter of Spigot End 17, 1 9 11'A liv. 1' G 1Th 19M- 215E 261/1 31'h __-.__ J Operating Nut—Square 2 _ 2 _ 2 2 2 .. 2--2- -2 -- 2 2 _ •K Bottom Flange to Top of Stem—Closed 12% 16A 18 �221: 2636 2931 34 36�h '381L 39h 52 .. _ __. .-- _- _ _ _ _ _-_.____ .___ _ _.__. •Kr Bottom Flange to T000f Stem—Open 16Y. 22tM 25X 31 N s5 S13i Sfih� 59y: 5914 80% •K and K' apply to rising stem mud valves only. -NOTE: Flange Drilling for Mud Valves s ANSI t25 . Std. On 4" thru 24- two holes are under yoke and are not used. On so- four holes are under yoke and are not used. Deduct No, bolts under yoke from quantity shown. FORM D476 6 SOP DRAWING REwEw NO. [� 10 E= CEPTIDNs TAKEN� 0 MAKE CORRECTIONS NOTED ❑ AMEND AND RFSUBMIT Q FILIECTE,D . RESUBMIT �Ktln(1. only.a01 Cenln•minna Wl:h 1 oMl enY comYYan¢n rlrh lb imo.mee enaaMn cmKnpr nl Ina •eem.nry,Conrrlrml h heoenaYan for ql LMan In m.rnntyo map.no mnaweY ar me lep wu:Ito rnrn�uonf b M cm Mly to me lapri4rnor V�Mlxof.x ee r hwl:On Ina 'q!ar ouoegln ngaf. e••yla align er tort nn Ot pil r O�sf n1 conar.u:.rfnn.Wt ATE........ - ........ N. pr <TTI iTU\t I-a nvtF REA7tE K'0.S7 f:Nf 7t ig 114A �.�C-.lL- d ��G7art7-2IL¢iJ.f� L-CP��e� SClairpipe polyethylene pipe • Straight Lengths TABLE 1 DIMENSIONS IN INCHES DR 32.5 DR 26 T DR 21 DR 17 DR 15.5 Anvil A"" Minimum Average enrage Ill Average An" MMMM Anlage Average MlWmwn Average Ar(rl M)nlmum Average NDMINAE 11" loft WWI WeyM ink WAIT Weigm MAIM Will wi if" WeN WIIMA law Will wgIl PIPE 512E bill DiarAlbr TAieaiwa Oa m.1 DMmwe, Thmmea 011-MI DMeMMI TAkW:ea (IAJN.) OWN* TMeavew peJN) DWNW TAieaeea 05-M) 3 3.50 3,21 0.135 0.6 3.14 0.167 1 0.8 3.06 0.206 0.9 3.02 0 226 1.0 4 4 50 I a 13 0173 1 0 404 0 214 1 3 3 34 0 265 1.5 3.88 0 290 1 7 5 5.56 5A 1 0.214 1.6 500 0,265 19 487 0.327 23 480 0.359 2 6 6 663 6.19 0204 1 8 608 0.255 22 595 0 315 2.7 580 0 390 3 3 5 72 0 427 36 7 7.13 6.66 0.219 21 654 1 0.274 2.6 6,40 0.339 3.2 624 0.419 3.8 615 0,460 4.2 A 8.63 8.06 0.265 3 1 7.92 0.332 3.8 1 7.75 0.411 46 7.55 0.507 5.6 7.45 0.556 61 10 10.75 1005 0.331 4.7 9,87 0.413 5.9 9.67 0.512 72 941 0.632 8.7 9.29 0.604 9.5 12 12.75 11 92 1 0 392 6.6 11 71 0 490 8.2 11.47 0,607 10.1 11.17 0 750 12.3 11.02 0 823 134 13 13.38 12,50 0412 7.3 12,29 0,514 9.0 12,D3 0,637 111 11,72 0.787 13.5 11.56 0.B63 14.7 14 14.00 1309 0,431 80 1 12.86 0.538 99 12.59 0.667 121 12.26 0.824 14,8 12.10 0.903 1&1 16 16.00 14.96 OA92 10.4 14,70 0 615 12.9 1439 0.762 15.8 14,02 0,941 193 13.82 1.032 21.0 18 1 B 00 16 8P 0 554 13.5 16 50 0 692 i 6.7 1615 0.857 205 15 72 1 059 25.0 15.50 t 161 272 20 2000 18.67 0.615 16.7 18.34 0.769 20.6 17.94 0 952 1 25.3 17,46 1,176 30.8 17.22 1 290 33.5 22 22 DO 20,54 0 677 202 20,17 0 846 25.0 19,74 1 048 30.6 1921. 1 294 373 18.94 1 1 419 40.6 24 24.00 22.40 1 0.738 1 24.0 22.01 0923 29.7 21.54 1,143 364 20.96 1.412 44.3 20,66 1,548 483 28 2800 26 14 0 862 326 2568 1 077 404 25 12 1 .133 49.5 24.45 1 647 50.3 (24.11 1 806 65 7) 32" 3159 29.50 0,972 41A 28.97 1.215 513 2835 1.504 62.3 (27,59 1.85E 76.51 (27.20 2.038 83.4) 36 36.00 33.61 1 108 539 33.02 1 M5 66 7 32.31 1.714 81.7 (31 44 2 188 99 7) 40^ 39.47 36.85 t.214 646 36,20 1.516 80.0 (35.42 1179 JNQ 97.9) „ ZVki1 ye 42 4200. 39.21 1.292 73 3 38.52 1.615 1 90.6 (37 69 2000 111.2) 4V 47.36 a4 24 t458 930 43.46 1.822 115.2 (42.52 2256 141 1) AID E: c FDC" S TAK N 55° 55 30 5163 1 701 1266 50,71 2 127 156.8 63"' 63,21 59.02 1945. 165 4 (57.97 2 a31 20a 91 p',IEGT 1) NOTES: (1) 8/0,/0,0mm. .Y.n.n,..cnn,.,..,r .w ,,.rmmw...n.,,. •n nr, ,: (2) 100 mm. "I Ont CO: 111 VJ L My.o Ill 4D:Y a19u 01 LnnrM1yt Un (3) 1200 mm. nnwed:.,e n yr tn. (4) 1400 mm. LyVJ(j`�i (5) 1600 mm. (6) Other diameters and OR'S available on request. VE........7,.W� Jr .................. (7) Relerence Specifications ASTM f',14-81. COLvi N *A:E (Y4�" InFaPa 4O1° DU PONT CANADA INC. " Q>rAT0.F � Y•.hil' Whin 4 General Specifications I Material Standards PIPE AND FITTINGS accordance with the relationships lene pipe should be joined by the 1. REFERENCE of the ISO-modified formula method of thermal butt-fusion. as SPECIFICATIONS: (see ASTM F 714-81,CGSB outlined in ASTM-D2657, Heat (a)ASTM F714.81. polyethylene(PE) 41-GP-25M): Joining Polyolefin Pipe and plastic pipe(SDR•PR)based on P = 2S Fittings. outside diameter. Butt-fusion joining of pipe and (D/0.1 fittings shall be performed in (b)ASTM D-1248.78 polyethylene where. S - Hydrostatic Design accordance with the procedures plastics molding and extrusion Stress(psi) recommended by the manufac- compounds. P - Design Pressure turer.The temperature of the (c)CGSB-4 I-GP-25M, pipe. Rating(psi) heater plate should not exceed polyethylene for the transport of D = Pipe Outside 1700C ± 50C(340°F ± 10°F) liquids. Diameter(inches) and the joining pressure should (d)CSA 8137.1 polyethylene pipe for I - Minimum Wall not exceed 23 prncnds per square cold water services. Thickness(inches) inch of projected end area, DA- Dimension Ratio excluding an allowance for 2. MATERIAL: friction. (ai The pipe shall be made from (b)The design pressure rating P shall (b)The polyethylene pipe may be Polyethylene resin compound be derived using the ISO•modifted adapted to fittings or other qualifiPolyee en Type III SAtegcompound 5. formula above.and shall be its systems by means of an assembly Class Grade P34 in ASTM normal working pressure n consisting of a polyethylene D-1248.78 his material shall pounds per Square inch at stub-end. butt-fused to the pipe. a have a Long Term Hydrostatic temperatures up to 73°F. back-up flange of ductile iron, Strength of 1450 psi a 1600 psi (c)The Hydrostatic Design Stress made to Class 150,ANSI B16.5 when tested anSanalysed by shall be 725 psi for PE 3407 dimensional standards with ASTM 02837✓ materials or 800 psi for PE 3408 exceptions,bolts of compatible (b)The raw material shall contain materials. material and a gasket of suitable red carbon black, well dispersed. with (d)The pipe dimensions shall be as co rubber or asbestos-rubber a minimum of 2%. Additives pound cut to tit the joint. In all specified m manufacturers' cases,the bolts shalt be drawn up which can be conclusively proven literature. evenly and in line. not to be detrimental to the pipe may also be used,provided the 4. MARKING: (c) Polyethylene pipes of the same pipe produced meets the (a)The following shall be contiu- outside diameter but different wall requirements of this standard oosly indent printed on the pipe. thicknesses Shall be joined by or spaced at intervals not exceed- means of a flange assembly as (c)The pipe shall contain no recycled rng 5 feet. designated above. i compound except '-et generated in the manufacte:e uwn plan! 1) Name and/or trademark of the (d)The pipe supplier shall be from resin of the sari re .oeci ica- pipe manufacturer. consulted to obtain machinery tion from the same raw material ii) Nominat pipe size. and expertise for the joining by supplier ii) Dimension Ratio butt•fusion of polyethylene pipe (d)Compliance wan the requirements iv) The letters PE followed by the and fittings. No ape or fittings of this paragraph shall be certified polyethylene,rade per ASTM shall be joined by fusion by any to writing by the pipe supplier, D 1248.followed by the contractor unless he is ade- upon request. Hydrostatic II basis in quately trained and qualified in the 100's of psi e.T. PE 3408. techniques involved. (e)The cell classification shall be v) Manufacturing Standard PE 33443 -C(10 MPa)for Reference e.g ASTM F 714-81 B. GENERAL REQUIREMENTS: PE 3407 materials or PE 345534C v) A production code from which (a) The pipe manufacturer shall for PE 3408 materials, per ASTM the date and place of manufac- provide, upon request, an outline D 33501F 714.81 ture can be determined. of quality control procedures 3. PIPE DESIGN: 5. JOINING METHODS: Performed polyethylene (a)The pipe shall be designed in (a)Wherever possible the polyethy- system compp onents. DU PONT CANADA INC. 20 ! $MOP DRAWNG Rmew..� .. i ;t•-� NO. ❑ NO EXCEPTIONS TAKEN [ MAKE CORRECTIONS NOTW' AMEND AND RESUBMIT �,� i ❑ REJECTED . REI-�UBWT e i ' lnu, ead.M en r ' m ee nn me a Nt e^rrto►r e/'M o s a mPl •n. r m uoe rw 1e eln1��J'Y^•�+Y^ mene.ee ee •ny m me r b r,---,w ae cort�r•uue . �L arm <emm TE 1 any f M Id y � ' Iz MJ 4J' 8 ch,r - fl 12rrF� Wye 12 ct,T x f4 Rdp 19 " Ally Fl, /oaf �a S MT e// PU r C`-24� 4sscfl� SMre! 8 MY Wye � � 2 " Cl�a•y, Qu f" 8 Cle4n Ou t No„eycrecK 6 -8S THICKNESSES, DIMENSIONS, AND WEIGHTS OF TYTON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE Ct ASSIFIED BY SIZE FOR EACH THICKNESS CLASS Tlton Joint Merhanicel Joint $Ixe 'TfikY. Wt. of .of YIR Per tr4 YIM of ;, L Per 'Avg. 14 eau mss 631mil r Seel Leht Ft.j bell Leh.t Nr 't.; In. pass in. i 't Low Ft. ,' lb. Lb. tb. jkllk. Lb. Lb. 14 50 0.33 15.30 47.5 I 63 920 51.0 76 930 51.7 14 51 0.36 15.30 51.7 63 995 55.2 76 f 1005 55.9 14 52 0.39 I 15.30 . 55.9 63 1070 59.4 76 1080 60.1 t 14 53 0.42 i 15.30 60.1 ( 63 1145 63.6 76 1160 + 64.3 14 54 0.45 ( 15.30 i 64.2 63 ! 1220 67.7 ! 76 1230 68.4 14 55 0.48 15.30 68.4 t 63 1295 71.9 76 1305 72.6 14 56 0,51 15.30 72.5 63 1370 76.0 16 1380 76.7 16 50 0,34 17.40 55.8 76 1080 60.0 93 1095 61.0 16 51 0.37 17.40 60.6 76 1165 64.8 93 1185 65.8 16 52 0.40 17.40 65.4 76 1255 69.6 S3 1270 70.6 16 53 0.43 17,40 70.1 76 1340 74.3 93 1355 75.3 16 54 0.46 17.40 74.9 76 1425 79.1 93 1440 80.1 16 55 0,49 17,40 79.7 76 1510 83.9 93 1530 84.9 16 56 0.52 17.40 84.4 76 1595 88.6 93 1610 89.6 18 50 0.35 19.50 64.4 87 1245 69.2 111 1270 70.6 18 51 0.38 19.50 69.8 87 1345 74.6 111 1365 76.0 18 52 0.41 19.50 75.2 87 1440 80.0 ill 1465 81.4 18 53 0,44 19.50 80.6 87 1540 85A ill 1560 86.8 18 54 0.47 19.50 86.0 87 1635 9013 ill 1660 92,2 18 55 0,50 19.50 91.3 87 1730 90.1 ill 1755 97,5 18 56 0.53 1950, ! %.7 87 1830 101.5 111 1850 102,9 20 50 0.36 21A0 ! 73.5 97 1420 78.9 131 1455 80.8 20 51 0.39 21.60 79.5 97 1530 84.9 131 1560 86.8 20 52 0.42 21.60 $5.5 97 1635 9C 9 131 1670 92.8 20 53 ' 0.45 21.60 91.5 97 1745 9ii.9 j 131 1780 i 98.8 ZO 54 0.48 i 21.60 97.5 r 97 1850 102.9 131 1885 1104.8 20 55 0.51 21.60 103.4 97 t 1960 108.8 131 f 19W 110.7 20 56 0.54 21.60 109.3 1 97 2065 114.7 _13.11 2100 116.6 L 50 0.33 25.80 92.9 120 1790 99.6� 174 1845 102.6 51 0.41 25.80 100.1120 1920 106.8 174 1975 109.8 52 0.44 25.80 107.3 !I 120 2050 114.0 174 2105 117,0 53 0.47 i25.80 114.4 120 2180 121.1 ' 174 i 2235 124.154 0.50 25.80 121.6 12C 2310 128.3 174 2365 131.3 55 0.53 25.80 128.8 120 2440 135.5 174 2490 138'5 56 0.56 25.80 135.9 120 2565 142.6 174 2620 145.6 •Inclutl . :Inrtuding W, a.erage weight per foot. Cased on calculated weight of pipe before rounding. Toterances of OP o! spigot end 312 in . c006 in, 1424 m., ♦0.05 m.. -0.08 in s THICKNESSES, DIMENSIONS, AND WEIGHTS OF TYTON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE CLASSIFIED BY SIZE FOR EACH THICKNESS CLASS Pipe manufactured in accordance with ANSI A21.51.1976 and AWWA C151 76 under method of Design outlined in ANSI A21.50 1976 .All pipe 18 foot normal laying length. Tyton Joint Mechanical Joint Thick- Thick' Wt. of Wt. of Wt. Per Avg. Wt. Wt. of Wt. Per Avg. Wt. 11�+ S+ZQ ness ness OD• Barrel Bell Lgth.t Per Ft.! Bell Lgth.f Per Ft,$ Class In. In Per Ft. Lb, Lb. Lb. Lb. Lb. Lb. Lb. 4 51 0.26 4.80 113 11 215 119 16 220 12.2 4 52 0.29 4.80 12.6 11 240 13.2 16 245 13.5 4 53 0.32 4,80 13.8 11 260 14.4 16 265 14.7 4 54 0.35 4.80 15.0 11 280 15.6 16 285 15.9 4 55 0.38 4.80 16.1 11 300 16.7 16 305 17.0 4 56 0.41 4.80 17.3 11 320 17.9 16 325 18.2 6 ' 50 0.25 6.90 16.0 18 305 17.0 22 310 17.2 6 51 I 0.28 6.90 17.8 18 340 18.8 22 340 19.0 52 0.31 ! 6.90 i 19'6 18 370 20.6 22 375 20.8 1 6' 53 0.34 6.90 21.4 18 4C5 22.4 j 22 405 22r26 6 1 6 54 0.37 6.90 ! 23.2 18 435 24.2 22 440 4 6 55 0.40 6.90 25.0 J 18 470 26.0 22 470 956 0.43 6.90 26.7 ' 18 500 27.7 __500505 21 9.05 22.8 26 435 24.2 29 440 .4 8. 51 0.30 9,05 25.2 26 480 1 26.6 1 29 485 f 26.8 9 9.05 27.7 26 525 29A 29 530 t 29.31 S b 53 + 0 36 9.05 30.1 26 570 31.5 29 570 l 31.7 54 0.39 9.05 32.5 26 610 33.9 29 ! 615 341 55 0.42 905 34.8 ( 26 650 36.2 29 655 ; 36.4 56 0.45 9.05 37.2 26 695 38.6 29 700 38.8 1 50 0.29 11 10 30.1 34 575 32.0 39 580 32.3 1 51 0.32 11.10 33.2 34 630 35.1 39 635 35.4 2 52 0.35 11.10 36.2 34 685 38.1 39 690 38.4 1 53 0.38 11.10 39.2 1 34 + 740 41 A 39 745 41.4 1 54 0.41 11.10 42.1 34 790 44.0 39 795 44,3 1 55 0.44 i 1 10 45.1 34 845 470 39 0 47.3 1 56 0.47 11.10 48.0 34 900 49 905 50.2 2113.20 38.4 a3 735 49 740 41.1 13.20 42.0 43 S00 49 805 44.7 0 13.20 45.6 43 865 49 870 48.3 13.20 49.2 43 930 59 935 51.9 13.20 52.8 43 995 59 10L0 55.5 1320 56.3 43 1055 59 1060 59.0 13.20 599 43 1120 6314 9 1125 62.6 H. D. FOWLER COMPANY, INC:. 13440 S E 30th STREET DUCTILE IRON PIPE FABRICATION POST OFFICE BOX 160 BELLEVUE, WASH. 98009 TECHNICAL DATA INFORMATION PHONE (206) 746-8400 DUCTILE IRON PIPE to be used for flanged piping or grooved for grooved type connectors, shall be new pipe, minimum wall thickness CL 53 per A.W.W.A.-C 151-75 or A.N.S.I.A21.51.-1975 centrifugally cast in metal molds, thin cement lined unless otherwise specified. As a standard practice, ductile iron pipe will be furnished with cast iron flanges. Unless otherwise specifically directed by the purchaser, flanges for ductile iron pipe shall be cast iron. Flanges shall conform to the re- spective chemical and physical properties specified for array-iron and ductile iron fittings in A.N.S.I.A21.10 or A.W.W.A. C110. And shall be faced and drilled in accordance with C1,125 A.N.S.I. N.16.1-1948 or CL250 A.N.S.I. B26.6- 1944. Please note, however, that ductile iron flanges are available on an additional charge basis. WALL RIN S (SEEP RIIES) welded on flanged ductile iron piping shall be 1 piece mild steel rings with a ecinninnnn thickness of ," and a minimum flange of 2". A full seal fillet weld on one side is standard. FABRICATION PRDCEDURE. All flanged piping shall be in strict compliance with A.N.S.I. A21.15-1975 (A.W.W,A. C115-75) . All grooved piping shall be in strict ccupliance with Victaulic Company of America specifications. Ductile iron piping shall be cut to approximate length and grooved both ends (For grooved connectors) or threaded with any American standard iron pipe taper thread as per specification A.N.S.I. B2.1. Flanges shall be screwed on tight with the pipe erns protruding beyond the face of the flange. Bolt holes shall be aligned by mechanical means to assure perfect alignment of the :wo flanges. Flanges shall be machine faced after installation to assure that the pipe end is flush to face of flange and that flange facrs are absolutely parallel. On Flange X Spigot end piping, spigot end shall be machine cut so that end is cut square and end face of pipe is smooth and flat. Flange faces shall be painted to prevent corrosion with a thin primer eclat. PUMPS SEWERAC-T WATERWORKS TURF IRRIGATION �{OQ UTAAVVI G REVIEW", T�NO Elf. -iijoiJS TAKEN �^ NCITV .n e n'.Y'.• a � + i oY bTCur_ ATE.....__.. -�C�.c`' -....._.._....._._- wAy3 CtRt%tM NAU l'.'ltAl"r4! �S°J!"�•'� ��' ...... 4C�A f, ap:0 blGui ••••� ip1W cl nrT.f WAi�1QV.,iI NAPPCO/MAGOTTEAUX CLASS :350 9 2" COMPACT DUCTILE IIa0N NAPPC �••-MECHANICAL JOINT FITTINGS r MECHANICAL JOINT DIMENSIONS �T+� �Tf I I � - T IL -Z.60 D &C. A E WGT. ILbLI BOLTS GLAND BOLTS SIZE A B.C. C D E T T1 NO. SIZE LOTH. GASKET 3 3.96 6.19 314 7.69 7.62 .62 .55 4 5/8 3 7 4 4.80 7.50 7/8 9.12 9.06 .75 .60 4 W4 3% 8 6 6.90 9.50 7/8 11.12 11.06 .88 .63 6 3/4 3% 12 8 9.05 11.75 7i8 13.37 13.31 1.00 .66 6 3/4 31A 15 10 11.10 14.00 7/8 15.62 15.62 1.00 .70 8 3/4 3% 22 12 13.20 16.26 718 17.88 17,98 1.00 .73 8 3/4 3% 26 ALL DIMENSI3NS IN INCHES. 7I NO EXCE-'T IONS TAKEN WEIGHTS SHOWN ARC APPROXIMATE SHIPPING WEIGHTS IN LBS, LJ MARE CORi_t;i I'0NS NOTED MfTRICLj AMEND AND R@SUBMiT PRESSURE E RATING: SION: Q REJECTED • RESUEM(T PRESSURE RATING: PSI•0.00689 MPA chxxrrw Is n."" n;nwm an WayDIMENSIONS INCHES . 25.a • MM h canc•pf el rffa mfs.m:.�wn then to tb fnmr WEIGHT'. LC. a 0.4536 • K9 oocvmwo.Ceovaetn.b rr..nub® fug almemMnt •u w a 4emat•n0 corrtl•in i et nb 1ab vm tm lala•wlatbn tPa'-"'t: •Oiefy lu tr•a IdbtlCiLOo Wo^•3!nf^e 10 pf.M1npnN^• tnnaf•n[rl. WHEN ORDERING M.l.FITTINGS,USE THE SERIES RUMBER. •^u for c^o,mnau,.n m r o.x of as nsaaa. EXAMPLE 12004mz0 BY-�._„_,. q L. L.�.Q. �3MIo�3 CSEUER 6 W46EyiY1N63T6q! .15Str+4•r1 �, 4JA•Tlt VMp.-.a,tr,p iAlfli Ail fittings furnished ufnant lined and tar coated in om,,,lanca with AWWA/ANSI C104IA21.4 unls otharwbr 1pm1 ied. 1 NAPPCO SERIES 1200 COMPACT DUCTILE IRON MECHANICAL JOINT PIPE FITTINGS IN ACCORDANCE WITH AWWA C153/A21.53-84 CLATEST PROPOSAL] MATERIAL Ductile Iron ASTM A536 minimum grade 70 - 50 5 in accordance with AWWA C110 (ANSI A21.10) PRESSURE Class 350 in accordance with AWWA C110 (ANSI A21.10) - 350 psi water working pressure. In accordance with AWWA C110 (ANSI A21.10) three times wwp TESTING (350 psi) - body capable of withstanding hydrostatic test of 1050 v%i. FLOW I.D. equal to I.D. of Class 50/51 Ductile Iron pipe CHARACTERISTICS thus allowing the Full Flow feature. LAYING Short body design straight section of body d-leted to provide LENGTH a more compact and less heavy fitting without red- :ing strength or flow characteristics. _ CEMENT (LINING In accordance with AWWA C104 (ANSI A21.4) GASKETS SBR in accordance with AWWA C111 (ANSI A21.11) T - BOLTS Malleable Iron or Cor-Ten in accordance with .AWWA C1I I (ANSI A21.11) APPROVALS Factory Mutual Approved and Underwriters Listed. NOTE: The design and dimensions of product and/or , component parts are subject to change without notice. 3 o s5�d�ss,�fn. ry o MECHANICAL JOINT DIMENSIONS iyler Cprpplbt�lrF ti r di SAMPLE SPECIFICATION i 2" THRU 36" MECHANICAL JOINT FITTINGS shall be grey iron, class 25D where applicabler and shall be produced iM strict accordance with AWWA Specifications C110-77, CIII.72 and federal Specifications WWP421c and coal conform to details and dimensions published therein. 0 JOINT DIMENSIONS, ACCESSORIES, WEIGHTS i e A I • DIMENSIONS IN INCHES ----------- _. .__--- -- `----- Sian A _ B C D - F O ■ J K f y 2 2.50 2.50 3.39 3.50 2.61 28e % 4.75 6.25 6.25 .75 .62 .50 .31 .63 .44 .08 3 3.% 2.50 4.84 4.94 4.06 28° % 6.19 7.69 7.69 .94 .62 .75 .31 .63 .62 .12 4 4.90 2,50 5.a1 6.02 4 90 28° 'n 7.50 9.12 9.12 1.00 75 .75 31 .75 .65 12 6 6." 2.S0 8,02 8.12 7.00 28° 14 9,W 11,12 11.12 1.06 .88 .75 .31 .75 .70 .12 _8 9.05 2,50 10.17 10 27 9 15 28' 'h 11.75 13.37 13.37 1.12 1.00 .75 .31 .75 .75 .12 10 11.10 2.50 12.22 12.34 11.20 280 11,00 15.69 15.62 1.19 1.00 .75 .31 ,76 .80 .12 12 13,20 2.50 14 32 14.44 13.30 28' '4 16.25 17.94 17.88 1.25 1.00 .75 .31 .75 .85 12 14 15.30 3.50 16.40 16.54 15.0 28° ',It 111.75 20.31 20.25 1.31 1.26 .75 .31 .75 .89 .12 16 17.40 3.50 18.50 1&64 17.54 28° 'b 21.00 22.56 22.50 1,38 1.31 .75 .31 .75 .97 .12 19 19.50 3.50 20.60 20.74 19.44 28° 'J. 23.25 24.83 24.75 1.44 1.38 .75 .31 .7S 1.05 .12 20 21.60 3.50 22.70 22.84 21,74 280 'A 25.50 27.08 27.00 1.50 1.44 .75 .31 .75 1.12 .12 24 25.00 3.50 26.40 27.04 26.94 28e 14 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.)7 20e 1', 36.88 39.12 39.12 1.81 200 .75 .38 1.00 1.50 .12 36 38.30 4.00 39.59 39.76 38.47 20' ly, 43.75 46.00 46.00 7 00 2.00 75 .39 1,00 1,80 A? -- -Wt.of Gland. ►ipn-.. Behs Bolts and Barrel she 40. Yu Loth, Gasket,Lbs O.O. 2 2 ', 3 3.5 2,50� M L 3 ♦ ys 3 7 3,96 N` THRU 40" GLAND$ 4 A J. 3'1 10 4.80 VA* BE TAPERLD- '19 0 6 6 aG 4 16 6.90 8 6 '. 4 25 9.05 _ X 10 8 y, ♦ 30 11.10 12 8 % 4 40 13.20 5 14 t0 % 4,11 45 15.30 , 16 12 s. 4'2 55 1.7,40 T 18 12 ', 1'/s 65 19.50 Y 2 20 14 k. 4'a R5 21 60 N P 24 16 4, S 105 25.80 Q I 30 20 1 6 220 32.00 36 24 1 6 285 34.30 K1 J C iiv 9, F PA D K CEMENT L1 lVI �Cement mortar lining prepared in strict accordance with ANS�A21.4. ThoY/AAo/"•"rdlif Ist6 thorough mixture exact f proportions of Patlu,d ternent, sand and water. The cement i applied by skill,,-d :raft-men and it c�; a for 24 thours before for coating. All castings ore cured in a special area to ssure even drying and density. ANSI A21.10(AWWA C110 77). ANSI A21.1 f(AWWA Clll•721 and Fad.spt,Wi Trlet Pipe UNiuot D,vision•P O Bo.2027•lylw Texas 15710 a(214)f62.5S11 0 Telex 73 5410 Tyler Pipe -- -t Subsidiary of Tyler Corporation FLANGED FITTINGS SAMPLE SPECIFICATION CAST IRON FLANGED FITTINGS shall be made in strict accordance with ANSI, AWWA Cl 10 and ANSI Specifications 816.1 (1251,). They shall conform to all details and dimensions published therein. ' D1lttenslom 1 0 _T 01m 6lew4ne)tee NaMnel me.et li 0 0 Pipe Size ow es Bait Nenp eat hole NU"*" 1110"01e,n. aC. Inch O.D. clnle Tlikkneez T Dlenteter of Seth 6"Lend, O 0 I I 2 6 4.75 .62 .7S 4 Y. x 2'/. O 0 - L 1 3 7•5 6 . .75 4 % x2X _ ' TT---- 4 9 7.5 94 94 .75 8 1G x 3 6 11 9.5 1.00 .875 8 3/. x 3'/: 8 13.5 11.75 1.12 .675 8 Y. x 36 O.D. - 10 )6 )4.25 ).19 1.00 12 ti x 4 - 12 19 17 1.25 1-00 12 a x 4 14 21 )8.75 1.38 1.125 )2 I x 4114 1- 23.5 21.25 1.44 1.125 16 1 x 46 18 25 22.75 1.56 1-25 )6 )'4 x 5 T 20 27.5 25 1.69 1.25 20 1'4 x 5 i 24 32 29.5 1.88 ).375 20 IV. x 5'.4 30 36.75 36 2.12 1.375 28 1',, x 61s 36 46 42.75 2.38 1.625 32 1'4 x 7 Nate: Drilling templates ors in multiples of four, so that fittings may be SENDS made to face in any quarter. Bolt holes shall straddle the center line. 1 i R � R lA Bond (900) 1// Bond (45°) 1/16 tend(22'40) 1/32 seed(Iv/. S•700 5.705 S•709 5.711 Hze Dlmensbn. Wt. Slae Dlnwnebm W1. Sim Dh„eezleee iNt. $tu oim slsm Wt. e A A e A x A 2 3 4.5 `14 2 2,44 2.5 12 2 5.03 2.5 11 2 WAS 2.5 11 3 4 5.5 25 3 3.62 3 20 3 7.54 3 20 3 ISM 3 20 4 4.5 6.5 45 4 4.81 4 40 4 10.06 4 40 4 20.31 4 40 4 4 8 6S 4 7.25 $ _1S • IS.06 S 55 • 30.5 S SS 8 7 9 105 8 8.4A 5.5 90 8 17,62 5.5 90 8 35.5 5.5 90 10 9 11 163 10 10.88 4.5 130 10 22.62 6.S 135 10 45.69 6.5 13S 12 10 12 235 12 13.25 7.5 195 12 27.67 7.5 205 12 55.61 7.5 205 14 11.5 14 330 14 12.06 7.S 245 _ 14 25.12 7.5 250_ 14 50.75 7.3 _255 16 12.5 15 430 16 13.25 8 315 16 27.62 8 325 16 55.81 8 325 18 14 14.S S30 Is 14.5 0.5 375 18 30.19 8.5 38S IS 40.94 8.5 385 20 15.5 18 685 20 16.88 9.5 485 20 35.19 9.5 505 20 71.06 9.5 505 24 16.5 22 1085 24 14.12 11 730 24 37A9 11 765 _24 76.12 .11 30 21.5 25 1755 30 27.75 15 1335 30 57.81 15 1385 30 116.75 15 1395 34 24.5 21 26" 36 35 18 2135 36 72.18 18 2235 36 147.25 14 22SO ANSI,AWWA CIIO/A21.10. ANSI AWWACIII/A21.11 -' Tyler Pipe,Utilitln D viaon a P O. Box 2027 • Tyle,. Texo.75710• (21 4)882 5511 -Tole.735410 4'9'81 ROMAC INDUSTRIP S, f9ti4Cthlue S.5eeV1e.WAS8134 ROMAC STYLE "MJRG" F� Box 3212.Seattle ria98tt4 MECHANICAL JOINT (206)624. 491 TeEex32-8765 1-800-426-9341 RETAINER GLAND MATERIAL SPECIFICAi IONS: S Castings: Ductile (nodular) iron, meetu.y or exceeding Ductile Iron ASTM A 536.71. Black shop coat, Poured Ir. Set Screws:`it X 2' 4140 steel alloy. Screws are designed U.S A with a unique TRUE TORQUE"" head('bW% 12 pant) which will shear off at approximately 80 It lbs. of torque. Uss: Retainer glands arc used on mechanical joint pipe, valves, fittings and fire hydrants in underground water transmissions and fire sprinkler lines. Retainer glands replace costly concrete thrust blocks, corrodable steel he rods and clamps. 1'rr /" GkL l 8' MJRG ( 1 K NOMINAL NO.AND APPROX WORKING MAXIMUM PIPE CAT G SIZE OF WEIGHT PRESSURE JOINT SIZE NYMBER SET SCREWS EACH PSI* DEFLECTION 4" 4MJRG 4—tie x 2 6.5 Ibs. 300 7- 6" 6MJRG 6—%x 2 12 Ibs. 300 6' S" 6MJRG 9—%x 2 17 Ibs. 250 V I 10" 10MJRG 12—h x 2 25 Ibs. 250 5° 12" 12MJRG 16—si z 2 30 lbs. 200 2' Recommended torque on set screws on all size glands is 80-85 ff Ibs. 'Based on lest pressure of at least two times rated pressure. Underwriters Laboratories, Inc. listing available in all sizes. Parts bearing Ul.symbol are listed by Underwriters'Laboratories. Inc. INSTALLATION INSTRUCTIONS FOR MECHANICAL JOINT RETAINER GLANDS 1. Place gland on pipe. Stretch gasket over pipe. 2. Insert pipe in mechanical joint fitting and bolt gland to fitting. 3. Tighten gland nuts to 80-85 fVlbs. 4. Thread retainer pins in until they touch the surface of the pipe. 5. Tighten pins in a uniform Criss-cross pattern. Recommended torque is 80-85 ft/lbs (or until heads break off above the notch). 67 J���" UfiFiWfivC� tot vi!a n♦ MAY.'_ CO :,;_ ;TtONS NCT:p [l AMEND ANn td.5�!o ,VT REJECTr7 - iiE iut'.44tT Lnenribt N nny re.wmorman-e w:b t4c eaakn cxseq rra tn. D.e1bDt Md F:>IDl•Iieircl wlrh r n t.... .n.+l��n 1�af a Y11f CMt1a(r O IX 11rbMta.GDllf lac'^I 'a .•T.ry.(.,. Ipt O1Tr1MMnf tb Da Cnn 14" ME crvrn'erW a•`+rw M+D...:I..tnlMarn3NYn tM'ml(0 .., t ,6...h.Ia;Newbrv• �...,e1r.13 a.W 1cPnrgyaf bi<unRbrtFnn 111A tDr cnnryinf O•.n.�ry.Y�ww,rl nl frl INj1f, BY--.... DATE ..._.. 'soft QUAR b W" L-;!i'il1FSi69! ,SSUC4Sci t cc:: XrMG s11Wrc[ns 4010 STJtiE VJ 4Y JCt1 ti: J // SEATtU. WAS:i1NdTOA W10% y.. ROMAC INCIJSTRIes, STYLE "501" STRAIGHT AND W�t INC. TRANSITION COUPLINGS PO Box 3212 Seal e.I WA 98114 20616246491 Telex328765 1800426-9341 FOR SEWER MATERIAL SPECIFICATIONS CENTER RINGS:Ductile(nodular)iron,meeting or exceeding ASTM A 536.71. Yellow shop coat. END RINGS:Ductile Inodular) iron,meeting or exceeding ASTM A 536-71.Color coded RED for O.D.and STD.STL. BLACK and YELLOW for cast iron and A/C. GASKETS:Virgin SBR compounded for water 8 sewer service. Meets or exceeds ASTM 020003 BA71& BOLTS end NUTS:High strength,low alloy steel trackhead bolts. National coarse roll thread with heavy hee.nuts,the black finish and steel used follows AWWA C-111-64 specifictitions.Threads protected With plastic caps on each bolt end. ONE END BY OTHER END GASKET RANGE 1 1 ( GASKET RAf;GE COLOR I tat Na" APPROXIMATE X COLOR ;2nd N"! APPROXIMATE CODE 1Catalo6 M USE (_ CODE Canlo6 ,r USE 4" NOMINAL PIPE SIZE RED 4 06J 431 CLSoiI, PVC Sewer 1 RED 4,06-, 4,31 Cl Soil, PVC Sewer BLACK 4.74 5,10 A/C-CL.1500.2400.3300 , X< BLACK 4.74-� 5.10 AtC-CL.1500.2400.3300 BLACK 5.11-4 5.30 Clay ' BLACK 5.11A 5.30 Clay 6" NOMINAL PIPE SIZE RED 6.05J 6.30 Cl Soil, PVC Sewer 1 ' RED 6.05-1 6.30 CI-Soil, PVC Sewer BLACK 6.8617.20 A/C-CL.1500.2400.3300 f X BLACK 6.86-1' 7.20 A!C-CL.1500,2400.3300 YELLOW 7.15-1 7.45 Clay YELLOW 7.15J 745 Clay _ I 8" NOMINAL PIPE SIZE RED &30-I 8.55 Cl So,l, PVC Sewer RED 8.30-1 8.55 CI-Sal, PVC Server BLACK 9.40 A,C-CL.1500.2400.3300 �, X BLACK 8.99-1 9.40 A/C-CL 1500,2400.33r0 YELLOW 9.31-i 9.70 Clav 1 ( YELLOW 9.311 9.70 Clay I i 10" NOMINAL PIPE SIZE RED 10 20-1 10 PVC Sewer, CI-Sod RED 10.20—i tO.55A PVC Sewer,CI-So,I, BLACK 10.89-j1L408 A•C-CL.1500,2400.3300 BLACK 10.89-111.408 A/C•CL.1500,2400.3300 YELLOW 11.55-i 11.756 Clay X YELLOW 11.55-111.75E Clay YELLOW 11.80--112.12E Clay YELLOW I 11.80-111- 17R Clay 12" NOMINAL PIPE SIZE RED 11.95-1 12.25A PVC SDR 41 RED 11.95-112,25A PVC SOR 41 RED 12.50-112.95A PVC SDR 35 RED 12.50-112.95A PVC SDR 35 BLACK 13.15-113.558 A/C-CL 1500,240D.33DO X BLACK 13,15-113,558 'vC-CL.15002400,3300 YELLOW 13.85-114.108 Clay ( YELLOW 13.85-114.109 Clay YELLOW 14.20-114.408 Clay 11 YELLOW 14.20-114,40f! Clay Other gasket ranges and larger coupbngi are available. •re+sonmmPa,+e.ne..a,,..a.or o-o +.a.r.m•.In.+o ,�a •�Mr.r meea.n inn-1 —• O ONDER: Determine OD'of pipes to be coupled.Select proper ..�+ x >a ma"&a nP.. gasket range for each papa from above table.Insert top range of each gasket, _ as indicated in grey column,into catalog number as rouom 501 lone end x other end? EXAWLE: To couple 4'•PVC and 4"Clay,catalog numtte,,s 501 (431 .5301. Parts and picas not shoest. -. 3tainlass Sf--1 B&N P.O.A. SHOP DRAWING RFyW NO EXCEPTIONS TAKEN QJ bAA<E CORRE(TIOtdS NOTW L] AMEND AND RESUBMIT Fj REJECTED • RESUBMIT fnfCtlM b an+y ror eonb•mfnh wtrn +M ft., a ncepf nt M irolK-+ ena ComelkanCe wife rnf gferrtMrSon eryfn m rM[onfrK° On<umyora.eMrmye+.:f sMl✓�s.Db for tlingnftons ra M com "'mfn •,nn co+n+y+ee yf ma(cn ow,�w'+n/ornfHun rnf•MrrfM: fn'esY}O 11y ry$fMyrtVu¢44^f:tfL er Sn}e5nn+ 1ntlfe`aVeravuWrn N •ne rverA el Ni r V"Mai eeMtrucfbn: 3��l Hfq. 1 ytl r..� f ytE; iL "f^`ZR". :lSOIt�1i� '1K 4L AN f`. � v;wY'i'frf -y- <,nrnF w"',., Il( VIM r7YGl.GLreF �L'� CULVERT INSTALLATION uU1DE ADS ctdverl pipe is recommended for residential driveway culverts and field crossings.Because these installations are not subject to repeated heavy truck traffic. the recommended compaction level is 60%.This compaction typically can be achieved by hand tamping the backfill material around the pipe.The minimum heights of cover for these installations are as listed in the table to the right. 1 Trench installation O Minimum Dimensions T — ! Open Ditch Installation Trench or Open Ditch Installations Nominal Minimum Mlminum Min.Trench y� Diameter Thickness —cover Width All IN say 7 w'in�ss,°s.'.Y••' A 10" 4.. tV* 20" 12" s" 12" 24" 2111" IDIB - WF- 24" {" 12•• 42•• Figure 3 - I I Product Specifications and Installation Procedures for Corrugate Polyethylene Tubing and Fittings. To facilitate the design and installation of drainage systems using corrugated polyethylene tubing and fittings.a list of the ap- plicable product specifications and recommended installation procedures has been developed for various end-use applications shown below END-USE PRODUCT RECOMMENDED APPLICATIONS SPECIFICATION INSTALLATION PRACTICE AGRICULTURAL DRAINAGE ASTM F 406 ASTM F 499 ASTM F 667 ASTM F 449 SCS Code 606 ASTM F 449 ; {QP '�fliih'tl`I(.i Re;�t11ip4Y�1 Reclamation Bureau of Reclamation _ e applicable) (where apphcdblel RESIDENTIAL ESIDEIAL 6 COMMER IAL -- -- —`- CONSTRUCTIONy0 EXCEPTIONS 1'AILEN Foundation Drains t S AS.-�' F 449 jextenor{ interior) ] MAKT CORRECTIONS NWO F 6 ASTM F M9 Downspout Runoff L1 AMEND AND ;1F'.St; '.IiTASTM F405 ASTM F 499 RrJECT£D - ASTM F 667 ASTM F 449 Basement Window" - - •- ASTM It! 405 ASTM F 449 Walls - ASTN' F 667 ASTM F 449 Driveways ASTM F ASTM F 44 Sidewalks �. - . ,. ASTM F 667 667 ! ''' SAS\TM F 444 Septic Tank Leach ;y Fields ASTM F 405 � ASTM F 461 or Local #a/`a '���G H�Ith Department SB2 Leach Fields - "'AST1�71"F667' �� L �4 Loca Health Dept. or _ - -. 1 swt:•4:ate till ) MI Recommendation HI GHWAY BERM 6 "' �A$HTO—M 5 -��b Stat 'Hwy. Dept. UNDERDRAINS 4�71 .t_ "� +oerrPA 4y '�: .0 Skal It wASMNGrtr 4HIC& GOLF COURSES& ASTM F 405 ^� A;F 449 or ATHLETIC FIELDS ASTM F 667 .. Ig. Recommendation -Other Applicable Product Listings: BOCA e60-94: Building Officials and Code Administrators, Intl. IAMPO 4f549: internabdnal Association of Plumbing and Mechanic / Officials SBCC 07440: Southern Building Code Congress International 6PER CUu,Ya4G SNAI EVI:1 SElSRM16L ColMKSD -ERNAL '— RE00Ca03 COUPLER REL__.NG COUPLER 0'rvn -2s(1 " 16o-' •10 1 5n1, n 016 an n6'.6 . 1056 5, . 5+1 'T.10 6 S Se ,z,'02 1111 SNAPTEE SADDLE TEf owsue pnS 6L00 TEE 11SDDCa1CTESWW t ' SNAP Flp CV Y SPLrt EMDCU .-. f� END PLUG6 M"T•' REDUCMG TEE f „: 1 . .DELL � IS-ELL 00wMS.`OU1 ADAREn SN +AOAT R TAM SE1C ADAPTER i 1 Np 'I.. -IDs r On EnSE NE N, 1 SEPTIC TEES AND FLLS ;)pISO nON ROMES A-0hook pbr/orat.t!Tubing 1 NL , Pa brine TnDrnq SPtLashF*W -i 9' YOr 2O Le^T•ns 51 ,p. Tubing VrolKtiw Wnp ✓/ v k)• .J,w Y<s 6'. ,Sr �Orun GwR'Prato, ,5, .kr 1U LC'frM 1? 051 MLe'•)mx N...yr.E ) NrEp ShdrYlf) 1a"-1b01-L'Langlna •Y 25r-M'LW a a•so a.ouiIi nco... smy WaR Duty parlpralad 2a•-2AD1-9D'LanglM y' S5, IJ Lvnq . •,.•. ) •,r, )I7-]W'acs and NOtrParroraMe TuDlnq Sa2 'S)r rT a0, n.a 1S'- 1661-20'LRgNw e• .i2 /» 257 Cc s a.a ao'e'n o-,nr.LM M"- W,_A'LWyM -W y`MwO re<d^ph 5' S:r2 5)] ,65 CC,, u,.n ,..r LaKhFIaW TUDnq •r in ewpmr, 'M ate.+.S Mou ^unt pY sawn ry one a•- 672 6)3 wc' , •p• '00' y51 5,..20 le^ams i'Iwr wrap a.a aD4mw-64id fOWa1 b•. el2 bry 2D Lar9ma r2, rN, '25r zD Langlra (DrMnGwre`) ran 104 m1 O3 10» §Langlna r5. r5pf •55' HT Le^'21na (YL•D61Ea) 'r 12T2 ,2fi-1O L . 4'-1a61 ,a61-M Langm. a ._fill-20 L.NOM, r5' l5>2 1517 M'La.".a 2a-,_2E01 201-M Lanp1M Nation Ids Spin•xnrl Manufacturing Network 1CD•e1Ko Lb YnpM c"OLIAM, Craton �sHr 1A9-1154E Ro.+.ne Io1H W-32 Ep46rvw .S,H.4L0, Ie.A )r9r 316aW ONq CALI/DANn C., LWaM '11M 02'aw Ma9w/ 'EMI 61.MN )'D>M 9W n''.aar.arr ♦r !1 saF%aY MM 61<uaM• aENTU"'I �.,ar Y9a05N' 04"IMA L•.wmoN .5M11A..y. Wog4r rhE12M..Y9 .14 IP 'MN,JU.OIOC' Vnvmsx :EMI IO.EgE no" Me .,ioT. '9121"1'-1'M c".. 'flb ar}a5a, YAEN.CNUNTTE MMY RLIN01a pa'mar ppl'M 4111 w Tun. +4 911 1M3 -SIT a.,.-Ii. 'MI 26r;rY b7.Ma WCMWAN NIYIWDTON iOiMICEO MEME60E11:2EAFS OIG s...•r•,..>,., n,auo ,nn 123 W% a..r....,a ex.w:..u. Bad.n ;st+.1»S7M waarynpM ;J6 E]s a522 I i I 7 _ _ g �}tiJF i7NA�NG �?fVlEu'► NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED L 1 AMEND AND 11-SUBMIT fh\ck.�; a nnry fn. :.v.a•awr¢p wRh+A. d.fl{rt cort[Mt of Mp aro�pJ p .+n ... Jh HI�ry mepan{Lsn In lhp fOnM1\Ct Pip p . Uu.. ......�.x ;.. �.,,:nr .[ ,wb'^a� . to d+fn.^[bna •r. W con nra.,• ..,c x�.� ..,b.v tf, nn ftplr+ nrn[Uen ihY pnWV[ I .... ..... .............._- -- .rw itATTlf 1tiAG:NNGTI oa.�t> FOG TITE METER SEAL CO. valve !Harker Post I 4819 W Marmnal Way, Seattle, Wash. REQUEST FOR APPROVAL OF MATERIAL SOURCES Data 6'12-"85— Inject No. S 290 rleoject Nagle: 1`favEy C�4EEK -SEWER PRo7fcr _ /,IA1F jt Sid left, 04=440MON OP MATemAI aou11C[S or 1uMLY Af Yf' Loam S~iw MM411efryef/e Mffy eI We Na A. �R4s.o.v �ovrRoc. �u re 1nA7l.1Vl7 Tin c.JA rcJ �o,f+fPA"'r/ J- :antractoc Submitted by* R have reviewed the above items and ( 1 concur, ( 1 do not concur (attach tommi M4K!ene,nee♦ )fM<K Of MOOIY rl ,teRn QNgM tJ 1 .n pQrfbY<tluM ate MpovM for YN om pie 0p 0•mpnfw.n ft O ,Gfo of.ti•l ws dsf. Co, V epfldoM.Acoan M.temf entl0O11 by efyPfy.,n me eoo,w mfYmn,.,dennf4d fw Of.f0"own9�p4" Sov.m Aoo/orei AUOrave,1w Uenpe of Sov,c,m W,efJ,M Hoer me othco fp, Coestrn-oon Y,o Wt•,e1s Oe1 Met.oIYl.,Cf on MyfUef AefOwYe,wmneld:wonef LIf14)lee for OnHmf Aoptwef wmmmo:eudf\t wend ern.. n.m.or ineew,fa4tet,Or fneona pMC Aopo.�l wmnWW ftW tTeMop,Tfppl .�eOA/RffMfroef nfw.�l:I 4neYml end�e�diLTOOoh '' AOP'oVM wmMld:Pleee,e eY�/tef CIWoi WOY,dIP Noa Ww V" 1• L a a......r w. hofeet EIf`eWr w1 ef.en:r Cohoof ilefe N _ Mupwb ne,n.�� .e r + M 4 M Idle lift .nv. f Jim Walls Company HOW 1 O [ ' S1 SAVER WHAT SOIL SAVER DOES PROPER INSTALLATION OF SOIL SAVER JUTE MESH ON SLOPES AND WATERWAYS WILL ❑ HOLD SEED AND SOIL IN PLACE UNTIL VEGETATION TAKES OVER ❑ GIVE IMMEDIATE PROTECTION AGAINST WATER AND WIND EROSION ❑ PROVIDE INSUR- ANCE AGAINST COSTLY REPAIRS ❑ CUT COSTS OF BOTH LABOR AND MATERIALS ALWAYS CHECK W.11H STATE OR CONTRACTING AGENCY SPE,:IF/CATIONS. COMPLY WITH STATED REQUIREMENTS WHERE CALLED FOR. ANCHOR SLOT CTION OVERLAP r 0 LAP DO NOT STRETCH ANCHORING ENOS A16TRUCTURES Burry up-charmY*rid in}ranch (Joining two rolls) Overlap edges ut matenal at Son Saver most lay loosely on Cut trench 6"deeport upcham Place Soil Saver toll on strut, Fill and tamp trench. Roll Son Ga dwp.Use S stllptee 12"teas• peran<hennel and of Installed least 4'.Staple 3 to 4'centers. the surface, without tension net side of structure. ture. Place beginning of strip Saver up channel. Place 5 tears. roll should ovedsp up�chennel in trench "J" fashion. stapltureses at an cor ends at strut efrdof roll beings Installed.Over- %p should be IW.Use 5 staples r - an 121centers. 114 y� WATERWAY APPLICATION OF SOIL SAVER' FOR USE ALONG MEDIAN STRIPS, ROADSIDE, SHOULDER, BERM OR INTERCEPTOR DITCHES J -JL �✓ ..N.A+�''^r�4-► "1L " K�_sY-,...N.-�/+r�'^�.1�^ _.l ^ Y .. ^ -ry--y' .r• r aw R. 3. ei •�. ..:. tea; � a� �.�„Lr- �e`,r�k�lw„ �4 .. „r. ��—�'isy� .. 'yam ,i:. tic y. 1 `SV i "` �� ^fit' `l `�� �'` i \`• a L a• +. —' .� L f. ev All y � • I �,o J= NOW TO STAPLE SOIL SAVER 4 Practical field studies and experience on the job ALWAYS CHECK WITH STATE OR ° have proved that a two manbanns the most o CONTRACTING AGENCY SPECIFICA p _ efficient way to install staples.One man drives TIONS. COMPLY WITH STATED RE o staples.The other walks ahead of him,carries c Ot'IRFMENTS WHERE CALLED FOR •I f� the supply of staples and Pushes theromto sal as far as possible by hand at correct intervals. Staples are inserted at intervals no greater than 3 to 4 feet along overlaps and down center of each Jule mesh length.At Junction overtap and anchor ends at structures.5 staples should be applied on 12-centers, PREPARE t THE FOUR KEYS SEED-BED AVOID OVERLAP STAPLE TO SUCCESSFUL PROPERLY STRETCHING PROPERLY ADEQUATELY Clear away trash, large Be cega:a there is no tem Overlap Soil Saver at least So that Son Saver may INSTALLATION stones. Grade smoothil . lion on Soil Saver to prevent 4'on sides and 18'on ends. be displaced by water.wind 6" eliminate footprints,tracks. its contact with the soil. or accident, use plenty of Ms. Be sure Sal Saver is staples at the recummenom m complete contact with intervals. grWnd. ) � Ia 1 USE eft GAUGE DRIVE STAPLES WIRE STAPLES AS WITH WOODEN ILLUSTRATED MALLET AS SHOWN to ����r►rA�� Lw�,�. ♦ `►•mil`� �'� Wvow- • '� \�.4,NN111.^'..�` ' t�\ W s WA lip- 10 \{{ �/11,w �Y�'1+��•�'ri~._ .ice� � Yip "\s`� • \'gyp—a��.���r`` ' { F REQUEST FOR APPROVAL OF MATERIAL SOURCES age '/2-�� 'rroject No. S z94, 'roJect Name: /a EY CREEK 11-011Cf f',eol<r _ /0WA1E r rrt 04SCAl"i0N OF MATIMIAI SOURCES or supp y vq. A. p Lial$Ywplrl Ygrty,KhrYr arr.�y Mt NA A �bIP/�onTAt. �EI.C_ Pr,�l7J ' SR�C7y FAcrnel C=oo/( MOP L NO. i� �S 'VQ Fir r, 1 4b���'jL i HF.ICC!` i IILL 'CIKt ..nJ 'M.u a - �" �� • . rl,man y n ,)ATE....7-9-eg" :`-�+ �Itltte a r�A0E-U1iMUC;'9t: .as.:catn � x..,qA�;ewwosM. 4010 570WE WAN .Crrh 'WATTIE WASHIWiTt SJttV . antrattbr. Sublimed by: f A R L A iA 4'rm'vy �• — , hays reviewed the ahOvE iremsand ( I concur,( do not concur (attach Comm, �� • rKt Enwnw ,urcu a. w,M,v for at .trrmr [1.MM ,41 .n .Dunn.,corunln . 'w)MOvro for �oP.q.rnarp.rrtgllr arartam mo nr rrnL.oglh..rgy cotnyv mfk-o r.Amoe,On r:wnr,nrrcSso ov hynt�rn ot�.aOr0..�1 ao.urrtrt.r rawnnliW Ow T�IOnayhq spa- Sou, AooroogG Aoororrr lo•ch'ngq or Sauna rMut bq.aLrwo horn of orb"br Co,rWttan ana wtw+rf aY Aa conwrtKogn Mr,yr Aowrr,gl•.t otnro:nror+t W'/,o,a,ar OrMrnnruvv wr.d.utton, 10WVM1,VdthMa:tVp1\I MtM nrtM,nytA a!TytytKN,N.Of RKOItO plMt. +000vr +mhra:Iuonvt Tr>,rwaertvan Ogpwrnngnro.r nu,nawr lA Y,townl rtr Igor o�maeoti Aoptwrr .+trhra:o,...+w.tr..t oaq ono rww rtao eo.wnpa. Apyrttyr valwrq K..w.q try. rratget Enq..r..y.Y won�wAetvl tMtn,r OI T. REQUEST FOR APPROVAL OF MATERIAL SOURCES Oat _ 6-12- fs 'roder-t N0. s 40 Iroject Name;-1/2n,EY CR 6k SEwEK P,eoIF r - 15, -W jL Sit Irn OCZC A1OTI0N Or"^TCIIIAL SOURCES Or IUPO%-V V\. A. /� Leal SuAr1M Y�nyIKN/N'1 4ry r Nt N� L T L7sC4O1" C UL 6'ERr CASC4�E �ul_✓EST "ontratidr. Submitted by: A L. AL/A Coi77,°A.vf/ >� L AL/A Go,rl7/A^` have reviewed the above Itamsand ( ) concur, ( ) do not concur(attach cdmml n.a�ct[nrw«n wit of r v 6. oil nNtr tli\Qq I ! 'n rwd/ CdulNl M-IO(XO.\E fa,uY tM n1• t00.\�Inp.wy\ln N O/M" C1\ T\M1Y\Orhwr\e<dnwl�1Cl flp lw .^eo otPtl tr:lwnbw.n OR MOIWr p'rYTn".MWn6"[1tA OR fplO .q Sours ooreu\6.Awywr\I I-Ch\fp\af Swv n b tralr\w frpn OR Oftic\fpr Cwntnfcaon aro fMf\n\I\aw N\Carrrvcaon Mn.ur AwON.\I.nlhnrw:N[ITt tnnpa br yrrMMfyry Mw\nrn, AffprpVr w\elhrw:iYOn11f tMMM M']\,Arry lk Twuf\4Yrw.M irNOny d\nC '1 AIDWOur Me'�wY6:tuwmt T �nrrwwrvOat..r�venwro,t nwnOr li/krWuwil fMW l\Pl witigtgh/ /��C� /�. Aiwra.r wrdlnrw;prr\rlbnr esarq Nw r.tl/v Maw wr\..nP_ (,, r, , d 1N..w.�A w. � Ird\ct Envn\\r•\Y w11rNt eaMrvi wnp�of T. M\rvuq npnu. REQUEST FOR APPROVAL OF MATERIAL SOURCES Oaq _ -�Z d5-- 'raject No. S 296 'roject Name: /Yo 1Ey CRE6k SEWE•Q loeoz rcT _ /rAk• jt II. rem O"CfairTION Or MATCMAL SOUMIC[S or SUPPLY ve. A. Lech SYoatr MYYrraew �Iewa M M Ne, v /2 iTS.ioc,��jt7 -14M0/ �a4r /)7Awivrcta� TO / /�igrv"SbCF7 Ir - �r lac"/MFD Sia,.n �RM1uEI- d .ontractor Submr Red by: fZ L . Az'4 Goo'owNV �• ,have reviewed Me above iter"T and ( ) cdneur, ( ) do not concur (attach tomml r.pKt 2nwnM r`✓c'M of mealy ter oil .tetra CreU5a0 lu 1 aebrors: cw./ Me-saar ftl ror use on (Me �rnpaverroF<prartaea ne ms<r.Yf oerlrr.a comer e tk"ans.A :w m.eeme�nareM ev owner m 0.aea.ew owumn�a�o.nn fiW er(ne rdlornrq Cvee: Seu AC a.ea-Aa Ir CM.. of So "myst ee Nanaa Irony die 011ie.br Caro<rucaon ana Nyntn Ys pr ete Curpvcuon M."Aoe.v.et.a ftaa:e.or..t+M "ror onllMn.n«v mnuaon. VO"eMl—MhMa:au c lfr.ne nrn.,nett'of�nanyla�tyr.r.er rr..nny pMt AOererer .+tnwMa:eulM.t T.-tioarteaon Oeormyne e.t numor lif Ynar.nl antl 1.ey petY.oba,�. e AaerwY rwdlnNa:pep tutat.t uvlq au IMIY rnm arewn� I�,. r t' hp�i.�nprw.'rwY'-. tm%nw of m. Mgp4r. ne,n..r \_ OLYMPIC CONSTRUCTION CASTINGS DIVISION OF OLYMPtC FOUNDRY(1984) INC 5200 Airport Way South Seattle, Washington 98108 c� Telephone: (206) 764-6240 Telex: 32-0188 rCISriNpS SINct 19U0 June 7, 1985 R. L. Alia Company 9215 Empire Way South Seattle, Washington 98118 Attn: Gary J. Pankiewicz Re: CITY OF RENTON - HONEY CREEk 11 'ROJrCT Dear Gary, This letter will certify that 0i nutariala . ,r Sid Items 19 6 24 on the above proje, icen an .,', - cxreeds all applicable APWA 1981 Addi•4on Srecific+ties and Shop Drawings 716, 2247-1 and 2 delivered on June 6, 1985. Yours truly, OLYMPIC CONSTR C'rION CASTINGS SHOP DRAWING REVOpp- `J`7 NO. ❑ NO EHC--P'TIO,NS TAKEN OP MAKF CORRECTIONS NOTED William Reese AMEND AND F�St;81'vt1T Sales Representative REJECTED . RESUBMIT WR/sb n«!ma r(Ylry ,':nn�••m,aa(wnn .e( a»Isa �on<Ypr m Ie. .. Ot!(:t ena tYTPllsnrl. +„11 rl.c inft ITlricn b1Ycn 10 IMe C•Ontl«r ,.CYTnOIf., :—' ild IY. rBS1.1 NP1? In, a111111IOx1 'O M [rM _ II.TaM anal M•r.'n:VQ n 'lIY lob Si,f.10 rfhrMnirYn\1.('grl(In: •.;,1(q rY In(ruer„alro.p='.ae(a 'a „nu(+Yt canlrrvcr o✓ojrornit�,.I,1kl.�.�e.,,Y�I �•�i(.0 i{/UiN.�� U/t ca.' . .4 . 1101p { Xi:' MANUFACTURERS OF MUNICIPAL CASTINGS WATERWORKS FITTINGS MARINE HARDWARE \� 4•H01EKj:� U�$ / Q i Q ° o co a i I LEYTE3i�� ' III _DES IREn 02 DIA. IV -.—In.p tl 1'p• � 67 IIII Mf�Ip Q x W 3 c c DIA.\ _ _i � Y WEIGHT ~ RAPT JUO. FRAME 310L2s 5911-1(0 PLAIN COVER, 115 LQS IC.00 AIATL - CAtT' IRON PER. CA7AL.n6 Mo 59(- ASZM A-48 L'L, 4D PELVIMkLY LVASN. ST. D.O.T-. STD. PLAIU (S-S A►INOv[D 6Y LNffN[y y♦ -•� OLYMPIC FOUNDRY COMPANY MAIN OFFICE 3200 AIRPORT WAY �- ENGR. OFFICE 6401 CARLTON AVE. DRAWN 67 M. C, ►A r *t•/I[[y '_ �- 5EA1-nJL WASH. PHONE PA 2.7183 18_ x9' f✓i.H. FRArAE >_ COVC2 I I C ��y • �F.v7a� N�71Ey cCr fc Ilex� �� (E FOR I I N.C. X I4 S.S. SOC. HO. CAP SCREW (3 REQ'D.) 3 -1 " HOLES TYP I C / RAISED LETTERS i A - CORE �B.C.TYPi ON 23 ! 2 CORE�TYP) NON-SKID PAT TERN (T YPj Ill SEAT r 2� L_ SECTION A A, 5943- K'S -41- TOLERANCES OLYMPIC FOUNDRY COMPANY GC ,. -- -= TIT►24" LOCKING M.H. COVER MAT'1.. CA!:,T /ROAl PZAME SHOWN 4-29-74 TM 4.48 C L. Zo ONDWG C2�i 7- � i I q 2 T YP I/f P B AA i �- - -pRILL t TAP: 8 -/l N.C. 3 I ON 23 ' B.C. TYP, 3PQ 26 254--�I I /q ,� I -23- 3„ -, I 4 ,SECTION A A #5943- WS--L TOLERANCES OLYMPIC FOUNDRY COMPANY GC _ FN TITHE 241$ LOCKING M. H. FRAME /=e MAT'`- OAST I ROA/ I COVEZ �WOWN ON Rlv' 4 -30-74 ASTM A- - 48 CL, DWG z2�17-� wo.»a- .� & ,/iL cyvX+ H. D. FOWLER COMPANY April 15, 1985 13440 S E 30TH STREtT POST OFFICE BOX 160 BELLEVUE. WASH 9000 Hammond, Collier 6 Wade - Ligingstone PHONE 1206) 4f $00 4010 Stoneway, North Seattle, Washington 98103 Attention: Mr. Fred Kern Ref-rence: Honey Creek Dear Mr. Kern: This letter is sent in response to your March 25th, 1985 letter discussing pump approval. 1) Clow Series 6260, Model 4312, Flexible coupled pump will Le supplied. Five (5) copies of dimensional data are being sent to R.W. Scott, one (I) copy to Hammond, Collier 6 Wade - Livingstone. 2) Suction elbow is eliminated. 3) Clow has no preference on the location of the vacuum priming system con- nections. Clow does include 112" NPT tapping for case vacuum connection. The H. D. Fowler Company recommends, for ease of plumbing, to put a 2" saddle on to the 4" C.I. "suction stinger" spool. The connection could be made above or below the floor at R. W. Scott's preference. 4) The choice on "suction stinger" size is between 4" and 6". Note first that the 6" pipe would have a friction loss of 2.02' per 100' and a velocity of 5.67 ft./s at 500 G.P.M. , while 4" pipe has a loss t' 16.4' per 100' and a velocity of 12.8 ft./s. For ease of plumbing. 4" is recommended. The head loss in 4" pipe is still comfortably small and we do not believe the velocity will be too great. We hope this will answer yOur questions satisfactorily. Should adlitional questions arise, F'Pase call. Yours very truly, H. F. FOWLER COMPANY, INC. raw /Rowland Mar in Pump Division RJM:cc enzlosure PUMPS SEWERAGE WATERWORKS cc: R. W. Scott TURF IRRIGATION CL W '_ swage and Cl^w Yeomans Slurry Pump Vertical, Flexible Coupled, Non-clog Wastewater <� Pumps Series 6260 ' ■ Capacities to 20.000gpm ■ For pumping sewage, sludge. corrosives, i ,• caustics and industrial ' — by-products ,- ■ For lift stations, w� treatment plants for water and wastewater, •�^� Y T::: industrial wastes and food processing H.D. FOWLER COMPANY (206) 746-840A BELLEVUE.WA oLV6T•A,WA PORTLANU,OR VANCOUVER.BC 4 K ' 4 T' 3 6r I � v-1` gip. p i "4 yIi ye rt' .C�,^W fries 6260 Features 1. Pump bearing journal with double row ball thrust bear- i ing, bail or roller radial bear- 1 ing, 40,000 hr. min. 6-10 life. FO 2. Non-clog 2-port or 4-port enclosed impeller passes full 21/2 " to 7" solids. 3. Contoured handhole inspec- tion cover in casing. 4. Contoured handhole inspec tion cover in elbow. 5. Shaft keyway with key. tapered shaft on 6315 and larger pumps, stainless steel 10 9 washer and locknut. ;, 6. Hardened stainless steel 7 shaft sleeve. 7. Micrometer axial shaft ad. justment. S 9epelling back pump out vanes. 9. Fabricated steel motor sup- `1J---�► port, also special supports available to meet special heavy motors. 6 10. Jaw type flexible coupling, no lubricant required, other types optional. 5 12 Options: - e 11. Pipe plug for back flushing. 12. Dcubic mechanical seal tc replace standard packed box. 13. Butt type stainless steel or 2 / v bronze case and impeller wearing rings. 14. Special metallurgy, as re- quired. 13 1 i 4 l � c o ,,vm iseo riw.cavw•�an Series 6260 Clow Yeomans Direct-Coupled Pumps Related Banal Its ■ Removable rotat..ig element I-- is provided by back pull out design, piping need not be disturbed. ■ Interchangeability — twenty- three pump sizes utilize only six bearing journals with eight shaft sizes, fewer parts need to be kept on hand. ■ Flip-over casings provide for clockwise or counter- clockwise rotation using cw or ccw impeller. • Discharge nozzle may posi- tioned in 45° increments. ■ Axial adjustment — easy wrench adjustment to main- ° tain cleare ice between im- peller eye and su:tion plate. _ 1 Hardened stainless steel snag'i sleeves are standard and protect the machined and polished machinery steel `r4". j shaft. �$4 ■ Every impeller has back pump out vanes whict reduce stuff- ing box pressure, prevents clogging or ragging and reduces axial thrust bearingI'- loads. ■ All pumps 63!5 and larger ( ! have a tapered shaft with matching tapered impeller _„ which assures both a tighter _ Y fit and easy ir. peller removal. Clow Yeomans engineering team considers each application in- dividually so as to properly sup- port It motor weight, analyze the torsion, torque and har. Clow Yeomans are known by Clow Yeomans 20' pump history monics for the load applied. air high efficiency impellers. goes back to 1929 when the first High effir.ency means lower units were shipped. horsepower which is an energy Clow Yeoman,; first dry pit saver, pumps were built In the year 1898. r cL:w flow Yeomans Range Charts 1M RP 11W RPM Wi --•-•--• —TI �, 4317 - m0 4]33C N15 �1 ,0522 TOTAL so TOTAL /� vr� 4518 NERD a+0c 60,2 MEAD14315 IN FT. M1 +— IN FT. m 1310 01x TV&o015 J q10 tl,5 .2Ox 300 OOC IWI 3M sm 2m I( 1000 2000 3000 500D 10000 GALLONS PER MINUTE GALI ONS PER MINUTE e76 RPM 705 RPM i TOTAL 'W TOTAL we - .... HEAD '-,Osxx 'IC„ NERD m .. _. . :-. 50 �ot5 6]t) ' m t0523-r 'C1 :p�� 20 b — - o r 63 e2r I � 1° l5,5 Jim 300 Soo 10o0 20m 30m SIM teem 2000!m0 5000 10000 2DDM GALLONS PER MINUTE GALLONS PER MINUTE Double Mechanical Seals Lower speeds of Available option which is 585. 495 and 435 rpm interchangeable from the available. Akstandard packing designed Consult the factory or pump. your representative. Mechanical seal Lubrication: 1. Dead end box with 40 micron filter. Small pumps. 2. Dead end box with oil lubrication. 3. Flush through water seal system using external flush. CL..W Pump Division Clow Clorporation 1999 North Ruby Street Mevose Park. Illinois 60160 ,CLOW PMm- Corpoan Clow Yeomans MelrouPark, IlGnoc SERIES 9260 VERTICAL FLEXIBLE COUPLED NON-CLOG PUMP MODEL 4207 (OUTLINE. DWG. NO. 92364•A) MOTOR CONDUIT BDX IL-"Sr-145T IR 11w INT 213T NOTE DISCHARGE IN POSITIONS, FURNISHED AS SrANDAFO OTHER POSMONS AVALLASLE FROM FACTOR` "MEN SPECIFIED OR CAN f[ FLEXRSL[ COUPLING ROTATED IN FIELD 40TOR SUPPORT I !FARING HOUSING STUFFING BOX 7 y PDse I( IAa• 4"A VENT ��\ nos" j PT STUFFNG :) BOX GRAIN — FS PT ' I I DICTION PDIA "SCMRRGE w SrD IE5FORILLING '\' +/ a'I.SUCTION PDS \.� `\ I 5Tp i25'0NLLIND POS S CAST IRON T"MAND- 1 I // II MOLL CL[ANOUT PO{S SS L� 10 i• LEFT HAND ►UMP GROUT— 1 A \ MS B �PT ONE SIDE � ro5>l� ros'I I SUCTION — k�\y, i 45- 1 yi54oa's roa I1 G 4-fbIt HOLES ON I21 ac L POB / Bs �\� BIGtT VNANG PMw r--T� B.� - -J LE!'! HAND WMP RIGHT NAND FINV SUCTI• SUCTION CL1�/W Division flow Yeomans CI. CorporaU n MBH�se Park, Illinois SERIES 6260 VERTICAL, -LEXIBLE COUPLED II NON—CLOG PUMP (^UTLINE DWG. NO. 96533) GAUGE TAP ONE SIDE W"N.P.T. 125 I.B.FLANGE A SLOTTED PRIMING TAPS BOTH SIDES M"'N P.T.\ NOL[f RIGHT HAND LEFT HAND GAUGE TA►ONE —�x�I POS.T POS.E POS.E POS.7 SIDE W"N.P.T. �. POS.s --"., POS. 1r�-•�� POS.6 �. POS.S Ez PCs.S POS. 2 -vos.• POs. ] POS.] POS..1 A NOTE: DISCHARGE IN POSITION No. 1 FURNISHED AS + STANDARD.OTHER POSITIONS AVAILABLE E///` •HOLES 1v:•DIq, FROM FACTORY WHEN SPECIFIED. Jf / I SUCTION WITH ST ANOARD \E J E 12S LB. FLANGE A SLOTTED HOLES / A •'-SEAL BOX DRAIN.W1"N.P.T. OVERHEAD tLHARANtEy� P I REQUIRED TO DISMANTLE 1 '1A8 PUMP. MOTOR CONDUIT 80X --- i 1 N♦ MI♦ i9•MQ C , ! C IjepP1M. IpO F.RY. Ie2TC I In It le 1/2 3 S 1NIC 1 1n 22 IOyf 2111G e.1/1 2jIf/H lii/2 1 ((( I s to IISTC 1.1/e IS Uit Ij.In C �I ll/j IS IS•TC toQ-1 21 1/I6 It le NI to TC TVrN ri ❑/11 I1 n a a•Tc 12 1n v fn• 1s 2 1 I -11s la 21 • 324TC r ] .r ]1 CA' .G PANDHOLEI S: LBO%WATER FILTER .V V S �f VD G NOTE: MOTOR DIMENSIONS ARE BASED ON V�— SUCTION ELBOW NEMA MAX.POI.A GIVEN FRAME HANDHOLE HIGH-PRESSURE CLEAN• GX.FLANGL VURN No, OUT 2"N.►.T.OPTIONAL "It nls SM SOL A CF E c OM vB I vs I YX yr X 2 N olo • • ] +, ]1.]14 1'I0 11111 t1 111 1z In u.ln 11.I12 le t.2A Q HIF 3A Id, It • • ] H U'1n I IA In 11.1/2 I2!2A H1 111 It A. 1 Ors . • 2 1. 41.In to Jn 1n - a zn 11.54 Is Its T141 Is f UIf • t S N •S I1, Is ]n 1/S - 24 iN I1 %A 11.]n 10U11 • f ) IO q�1/I 1I ]I. SA Il 1] SA It-an IC-0nU!1 ] tQ U1/2 I] ]n sn - 2111.1n 11n1l2 ] n u v1a 1In In - u.nn u1ns N.vI I f ]S-Snf f�1N 1n 1 11�11p 13 Vn N'U2 t 1IR t PM�RA sion CAW Pump 1wCorporat Clow Yeomans Tw Corporation :Iron•Park. Illinois SERIES 6260 VERTICAL FLEXIBLE COUPLED —� NON—CLOG PUMP I (SECTION DWG. NO. 101477) W - � III • - • • AL • w Mw L V II. � - -_-. • W NU « L V AA _. 6) hlMP S-u;z C. lwl Ww « . • TOX wOn - 21 M C 9 C i iNDM /! AL NO IN E. « 44 ��� _ :I F V «µ ,NO NFY 46 - ��-6 ew.nu ws«[ N. ND [ v WN AI 43 �� _� vcTION ILA, •sU[w lw• 1 N[ wren 10 wD M.C«INF SUEw _ eow [rLLp 12 30 s rF/ c 12 70 u[ r 5T[N[ cwUO 117 - 18 Is *ASktA 1 7 s,urr.ov GLAND 23�. �'l6 I AsKiAG.�Nos 125 I �31 A A.TIR 17.4 32 ♦ i I rnF rLDc —16 24 19 •.[coMMFNOEO PARTS To.t i c.R 1-1D AF"A.F r.RTS 56— 52 ♦IORNIS.ED.T[LTAACOSIAN . 20 27 51, 62 24 63 90 36 3 as 36--�'�' ! 22 35—`�,i- -'�>\`"`�. 1111 ALTERNATE C^YST. 40 34-- `IJ//�/ / OF WEARING dit7J5. 39 — 93-- _ 131---�'�'�� - 8 �,rii�►�. f ASSOCIATED SAND & GRAVEL ? S&15 L COMPANY, INC. BOX 2037 • 6300 GLENWOOD AVE.• EVERETT,WASHINGTON 98203 June 6, 1985 R. L. Alia 9215 Martin Luther King Wy S. Seattle, Washinqton 98118 Attention: Gary Re: Certification of PVC Pipe and Manholes to be supplied to - HONEY CREEK SANITARY SEWER - CITY OF RENTON. Gent len: This is to certify that our PVC Pipe and Manholes to be supplied to subject job are made in accordance with and are equal to or exceed the following applicable specifications: 8" 8 12" PVC PIPE - ASTM CL 3034 - SDR 35 48" Manholes - APWA Standard Plan 34 Sircerely, Clint Hall , Sales Manager Concrete Products /.lpp._.._....._..---.....__..... �. DATE._. _ 6'�u'LCBLUli 8 Wa0£dfY!N75T^.k: :.65J1:r•'+i i p 4,',iVl!fAll EfWiw2EP@ 4010 STONE 'ldAN JOArH WhTnE WASV,NGTO VBtrb EVERETT(2061 355 2111 • SEATTLE 1206)624-0301 CONTRACTOR REGISTRATION•223-01-AS SO-CS-G37250 ASSOCIATED SAND & GRAVEL &ere"t 206)355-1111 5& Seat, .ttor 624-03o1 COMPANY. I N C. Contractor Registration ✓0 BOX 1037 • 4300GLENWOCCAVE. • EVERE'T.WASH 98103 N-3Q1-A&SO-05L31150 r 59" ° 24„ Cis cIr, Top slab reinforcing as per applicable specs. [,I F APWA Std. Specs. - 1981 1 TOP SLAB d6 bar around outside of opening #6 diagonals both sides of ooeninq #6 @ 6" o.c. both ways Adjmt. t - . . - - - - -- Manhole conforms with ASTM C-478, 4 - APWA Std. Specs. - 1981 & - ,s Wn. State Hwy. Std. Plans N ` a Rubber gasket joint o .•• conforms with ASTM 443 v c v ' Circumferential wall reinf. Single circular cage o see step detai l 0.12 sq.in./l .f. ++ o 0 0 u • -tea N^ C. See ladder detail Base reinforcing }4 @ G" o.c. both ways �i see joint detail Pipe hole location and size as per plans coo • 4 6 4 e min. m N f•1 tt ,\¢ Maximum hole size 36" r/ 8" min. between holes - - -� Hole size to equal pipe O.D. plus manhole wall thickness y 2„ ? Q p Z38" 0 PRECAST MANHOLE RUBBER GASKET JOL'iT �t REQUEST FOR APPROVAL OF MATERIAL SOURCES Oab _ 6 /Z-01-y 'r0ject No. rroject Name:_f/e ,EY CREEk SEwEP Pro �r - P,uE S aid tt OeaCAlrrION Or MATCAIAL sou Aces Cr ellrrLV Lool SOOM/M MMIIKWtM/Men(Ot M/NO. A. my Ff'AA7ES � �vE2S o� ^ ✓ F'� T-tw.rpf a ' .ontrwor. Suornmedd by: L . AL iA /�.n�ANy A L ALiA Co nl/A�'{� I have reviewed the above iternsand ( ) concur, ( ) do ndtcdncur (attach Comm, era K!(nan..f Y.•(t O< 1lfodlV tdI W Igfw d+AOfAe IJ 1 �n AeeIIO.Y C JI,Tn w'ap3-m fo:uw On 01A tOOvt-mlpevtnitA, OrOneM me ffYtwlfJt OMiwrr9 comwfv gfksloar.Acadn On•N,A,ndlOwe M nlf„1tMI in Olt AOOmwtl mluffv, AnOfiy OM MA f011Owne COOL: Smfra AperO,.fy AtryfOYa,or Cho,,F e/$euRA milftt M waste from elA OfflCt br COrelruceon Hid Mttttltlt OR ,f1A Caltevend.M.nuAf A(J,OnM Iv l"d:tlfbflt!fAm "for erM„1wnAN fmtlWnon, AW.OwI w"od:ftfOmkt(fond ntmt_nA of mnl,fltCryttr,,. tf+Adne WA t AfA/lMtl wdfffdd:.f tTtMY1pMAaM dtaArVnF,TO.T nw4W W knOMtllAM I i~- AW oMea�onon. 1 / t 11 AoarwAl wd1Md:JIAa't tkfJ,lt!aid Oe uf0 Andy Nq er.wnP_ Ali• l .l. ` •arw..afwla•, L I V t a 41. Awwtt w. helAet E,yfr,wa wfymtf oeAtn[f wnolM el,ti OAIA fH u Alfp.14 nernor CCCASCADE CULVERT Division cf ATV Records, Incorporated P.O. BOX 217 ARLINGTON, WASHINGTON 98223.0217 TELEPHONE 206-435.2181 TELEX: 15-2461 tABRICATOR'S CERTIFICATE OF COMPLIANCE PROJECT : HONEYCREEK PHASE II PROJECT City of Renton , Washington CONTRACTOR : R. L. ALIA COMPANY CONTRACT NO. : The aluminum culvert pipe (connecting bands , fittings) for the above referenced project will be/were manufactured in strict accord- ance with AASHTO-M196 and M-197 . Class II Helical Corrugations Shape I Full Circular Cross Section Thickness 12Gau e - .097min . / . 105 Nominal Gauge - .0 3min . .0 Nomina Diameter 12" , 18" 48" Anchor Assembly will c:0m0ly to ASTM A-36 and ASTM A-153. AlGrieci to (Quality Assurance • , (1�N0 C) wv': (�\ f:J REJr1 T r 11/( me,,, e ree r n e ,.--L../.x/..G1.... 4010 STONL NA) 10e.fN CE4r(IE WASHINCM I i81CA Approval of Material Sources and Related S-296 3+ Correspondence i -fit w / i / / / , / ;* t s CONSULTANTS William L SlVnnon,P E anley D.Wlleon,P.E. SHANNON & WILSON, INC. W-4360-01 Geotechnical Consultants Engineering and Applled Geosciences 1105 North 38th Street • P.O. Box C•30313 • Seattle, V4A 9810 3-8 06 7 e (206)632�8020 • Cable: GEOSAW February 28, 1985 Hammond, Collier & Wade-Livingstone Associ ties, Inc. 4010 Stone Way North Seattle, WA 98103 Attn: Mr. Frederick G, Kern, P.E. GEOTECHNICAL EVALUATION, HONEY CREEK SEWER INTERCEPTOR, RENTON, WASHINGTON This letter report presents the results of our evaluation of the alignment for the proposed Honey Creek Sewer Intercepto- in Renton, Washington. The purpose of our work was to evaluate the stability of slopes related to the excavations for the sewer pipeline and the permanent access road, and to offer remedial measures for potentially unstable slope areas, where avoidance of the hazards is not possible or practical . The scope of our services included an initial site visit with you and Mr. Bergstrom, Renton City Engineer; a second site reconnaissance with Mr. Larry Larson of your firm; consultations to transfer our field observations to the C,lntract Plans, and the preparation of this letter. Our work was authorized or. February 15, 1985. Site and Project Description The Honey Creek Sewer Interceptor Project (City of Renton Sewer Project No. 5-296) is located in the northeast corner of the City of Renton. It will consist of approximately 5,050 lineal feet of 19 .; , r ilinear pipe and cleanouts adjacent to and within the Honey Creek stream bed. It will be connected to the Phase I Honey Creek Pump Station. The proposed route is presently undeveloped, and an access road will be constructed along a perma- nent access road covering the lower three-fourths of the project corridor to carry construction equipment and to allow access for future maintenance work. From approximately Station 31+00 to Station 68+50 the sewer line will be placed to the side of the creek and the access road will be constructed above the pipeline. From approximately Station 68+50 to the end of the project at Station 81+00 the pipeline will be constructed in the creek bed. This con- struction is scheduled for the summer months when it is reported that water does not flow along this reach. At the lower portion of the project the pipe- line empties into a wet well and pump station near Station 31+00 which are being constructed under a separate contract. RaynrorW P Mltlar,P.E. George Yemane,PT Harvey W.Parker,P E ser vlos r'rekbent[Manager Vice President vice Plesgenl $en,p Assncu4s'. M.H.th eben.P.E., homes E Kirkland.P.E., Alel A Auam Assmisles'. Allen D.Gmwd,P.E., Gordon E.Gwen,P.E., W Pau1 Gtenl,P E, MInVJIvn Wu,P.E Hammond, Collier 6 Wade-Livingstone W-4360 Attn: Mr. Frederick G. Kern February 28, 1985 Page 2 Honey Creek flows northwestward through this area, discharging into May Creek, a tributary to Lake Washington. The creek bottom is generally 5 to 8 feet wide, 6 to 12 inches deep, and varies from straight to meandering. The ravine side slopes are low at the upper end of the project near the corner of Union Avenue S.E. and S.E. Sunset Boulevard, but nearly all of the slopes are high, ranging from approximately 50 to 200 feet above creek level . The heights of the slopes ir_rease in a downstream direction. The side slopes vary from moderate to steep and are generally heavily wooded. Local slope instability was observed in many areas, and bowing of trees on the side slopes indicated that creeping of the surficial soils is prevalent. Springs were commonly observed emerging from the hillside. Based upon a convers.tiul with Mr. Bergstrom and a review of old air photos, it appears that the eastern slope of the area between approximately Stations 29+00 and 34+00 was developed as a borrow source during the 1960' s. It is now overgrown with small trees and is locally deeply eroded. The lower 40 to 50 feet of this slope contains numerous springs and vestiges of several land- slides are evident. Site Soils Based upon observations made during two site visits and a review of existing geologic maps, the site soils are glacially-derived materials, most of which have been overridden and consolidated by glacial ice. This includes glacial till (locally known as hardpan) which is found at the higher elevations of the project corridor, the glacial advance outwash sands, and the outwash silts and clays in the lower elevations. These soils are generally very dense or hard due to the overconsr' idatinq pressure of the glacial ice. Among other soils in the project area are loose fill materials which have been dumped over the top of the slope, particularly on the west side of the creek. The fill contains debris in some areas. Alluvial sands and gravels lie in the creek bottom and on tht low terraces adjacent to the creek. The depths of these creek bottom soils are unknown. Other simila,, alluvial soils are generally loose to medium dense in consister�y. Most of the steeper slopes in the project area are covered by relatively loose, weathered soils which move very slowly downslope. This very slow, imperceptible movement due to gravity is called soil creep. Colluvial soils, include the creep zone on hillsides, landslide deposits a.. the toes of slopes, and erosion-deposited soils at the toes of slopes are generally loose. N 1 Hammond, Collier 8 Wade-Livingstone W-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 3 Conclusions and Recommended Remedial Measures This section of the letter discusses the geotechnical aspects of specific areas along the sewer project alignment. Where applicable, recommendations for remedial measures are offered. All stations listed below are approximate and the exact locations should be verified in the field by surveyors, if necessary. STATIONS 29+00 to 31+50 - In the vicinity of the proposed pump station the east (right) tank of the valley contains numerous springs, and three old landslide scars were observed. It appears that the material adjacent to the creek bottom (at the proposed location of the wet well and pump station excavation) consists of loose wet colluvial debris. We understand the wet well and pump station may be moved to the left bank. In our opinion, this would be prudent to avoid slope instability which would likely occur during excavations. If the wet well and pump station location is not moved to the left bank , additional geotechnical studies should be accomplished to develop stabilization measures for this east bank slope. STATIONS 31+50 to 34+50 - This area is a bench-like terrace which was probably the access road to a former timber house at Station 35+00. The subgrade of the terrace is very soft and wet due to springs emerging just above the existing terrace. We recommend that the access road in this interval be constructed with a clean sand base course laid on top of the wet, soft subgrade soils, as shown on Figure 1. A perforated subdrain should be installed on the uphill side of the access road to intercept groundwater seepage. Collected water should be discharged by non-perforated pipe into the creek. STATIONS 35+50 to 38+00 - There are several significant springs in this area which emerge 20 to 30 feet above the level of the proposed access road. Some of these springs have engendered small landslides and running water is actively eroding the headscarp. We recommend that the spring water be captured by springhead drains, as depicted in Figure 2. The wa'er should be discharged directly into the creek. STATIONS 38+00 to 40+50 - This interval contains two existing landslides between Stations 38+00 and 39+00 and the balance of the area is potentially unstable, based upon the groundwater conditions and the anticipated er.cava- tions into the hillside. We recommend that this area be treated with slope erosion protection, as shown on Figure 3. This scheme utilizes rock-filled gabion baskets with a filter layer of crushed rock between the gabion baskets and the sand side slopes. A subdrain should be incorporated at the base of the gabion wall . The side slopes could be temporarily cut to a 1 Vertical on 1 Horizontal slope, but some local sloughing should be anticipated. We under- stand that this is acceptable for this access road, which will be infrequently used. Hammond, Collier 8 Wade-Livingstone W-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 4 STATION 44+00 and 44+60 - At these approximate stations water is running from uphill across the proposed access road alignment. We recommend that culverts be placed in these two locations to carry the water under the access road and into the creek. STATIONS 45+00 to 45+50 - Seepage emerges from the sidehill slope and needs to be controlled by ditches and culverts on the uphill side of the proposed access road. STATION 50+40 - A culvert is needed to carry a small stream of water under the access road and into the creek. STATIONS 50+75 ., 51+25 - No excavations are planned into :he hillside at this location; however, there is significant amount of na .ural soil piping and groundwater spring seepage. We recommend that slope zrosion protection, as depicted on Figure 3 be installed against the slope in this interval . STATIONS 53+5O to 56+50 - Significant excavations are required into the hillside in this interval and there are numerous springs which emerge about 3 to 5 feet above the creek level . Some bank instability has occurred in this area. We recommend that slope erosion protection be installed in this interval. Furthermore, the contractor should be prepared to drive well points horizontally into the wet zones of the hillside to increase the stability of slope, if necessary. STATIONS 57+50 to 59+00 - This area is similar to the interval from Stations 53+50 to 56+50 and the same remedial measures apply. STATIONS 61+00 to 62+00 - A significant excavation is required into the hillside here; however, no seepage was ohserved. We recommend that the excavateH slope be protected by slope erosion protection as shown on Figure 3. STATIONS 62+00 to 65+00 - The slope in this interval is very steep and of marginal stability on the east side of the creek; however, there is a wide low terrace on the west tide of creek. We recommend that the access road be moved to the w-st bank in this interval . This would require bridges over the creek at approximately Stations 61-+00 and 65+00. STATION 66+50 - At this location drainage runoff water from Sunset Poulevard flows into Honey Lreek from the west bank. This water has deeply eroded a gully into the very dense sand and silt. it is our understand'ng that the existing culvert (now discharging near Sunset Boulevard) will be extended down to Honey Creek. In order to prevent continued gullying and piping of mate- rials from around the culvert pipe we recommend that the backfill around and above the pipe be completed as shown on Figure 4. Additionally, a concrete wall should be constructed across the bottom of the existing gully ( in the clayey silt) . A perforated pipe should be placed on the uphill side of the Hammond, Collier 8 Wade-Livingstone W-4360-01 Attn: Mr Frederick G. Kern February 28, 1985 Page 5 concrete wall to drain water and a non-perforated pipe should carry collected water down to the creek. STATION 71+50 - Minor sloughing of the side slopes may occur in this vicinity. Care should be takes to minimize disturbance at this location. STATION 73+70 - Discharge from a plastic, corrugated drain pipe on the west slope above the creek has eroded the bank and caused minor slumping. We recommend that the drain pipe be extended downhill to the creek. No instances of slope instability were observed in the remaining portion of the project, where no access road is planned; however, good construction practices should be employed, including the backfilling of the excavation trench after each section of installed pipe, particularly in the areas where the Forestbrook Estates are located at the top of the east slope. Excavated or re-graded slopes should be protected from erosion by installing jute or excelsior matting, or similar materials, and hydroseeding. Limitations The observations, conclusions, and recommendations contained in this letter report are based on the resulLs of our site reconnaissance and review of existing geologic literature. Subsurface explorations were not performed for this study. The conclusions and recommendations should be considered prelimi- nary in nature. We understand that we will have the opportunity to observe the excavations for the pioneer road by the contractor. At that time we may revise some of our conclusions or recommendations. It is also our understand- ing that we will monitor construction on an on-call basis to make observations and recommendations as appropriate. As discussed with Mr. Bergstrom, it would be advisable to have a representa- tive of our firm present at the pre-bid walk-through of the project alignment to answer questions related `, geotechnical matters. Hammond, Collier 3 Wade-Livingstone W-4360-01 Attn: Mr. Frederick G. Kern February 28, 1985 Page 6 If you have any questions, please call one of us. Sincerely, SHANNON d WILSON, INC. CERTIFIpp OREGON WILLIAM I L, DOE A1TT1amZ `Capra a �FFRING GE0�0 P"inr nal Engineering Geologist z �I'F, t pf W,tSHi,0 lialph N4 BuIrum, Senior P •incipai Engineer a WTL/1 j j � R o �°o�s oN �G\���` Encl: Figures 1 through 4 -.,�,,,,,.� I SMANNnN A 11 CnN INr SOFT, WET GROUND AREAS CRUSHED SURFACING �1 SEEPAGE CLEAN SAND •' �, • WASHED PEA GRAVEL ORIGINAL GROUND SURFACE 4" AOS PFRF. PIPE FIG. t SPRING HEAD SEEPAGE CONTROL CRUSHED ROCK\\\ SAND SAGS ��raeaa� WASHED PEA GRAVEL NON•PERF. PIPE` 1 „ -% AROUND PIPL /� 1\'PERF. (SLOTTED) /EYE/ PIPE WITH CAP t O C/ FIG. 2 HCW-L HONEY CREEK SEWER SKETCHES OF RECOMMENDATIONS FERRUARY 1085 W-436O-01 SHANNON 6 WILSON. INC. FIGS. & I GooucMneal Contu NonU 1 SLOPE EROSION PROTECTION GABION FILLER SIEVE SIZE % PASSING 8 100 6 90 - 100 4 70 - 100 GABION BASKETS\ 3 50 - 80 \1\ 2 30 - SO aq 1.1/2 10 - 30 u SCREENED GRAVEL 1 0 a4 SURFACING. CLASS .,V V (APWA, 1981. PARA. 25-21 �ACCESS ROAD\ A VG 1 MAX, I 1 WASHED PEA GRAVEL AROUND PERFORATED PIPE PERFORATED (SLOTTEDI DRAIN PIPE FIG. 3 GULLY TRENCH AT STATION 66450 aQ4ER�0SION4PROTECTION P1�a`,< 66 S7p P\�/7�0 0 QUARRY ROCK II v ��Q�Q *Q 0 � QQ�G1 � QVv0Ol<'At> NATIVE GRANULAR SOIL (MIN. COMPACTION TO 90% ASTM 01557.701 CLEAN 12" MIN. NATIVE SAND / 18" CULVERT 6` MIN. FIG, 4 HCW-L HONEY CREEK SEWER SKETCHES OF RECOMMENDATIONS FEBRUARY 1965 W4360.01 i SHANNON 6 WILSON. INC. G rou Mmul Conau N•nn *t / ncuutS iUfiAlrrnuvAlurmar;.NIALSUUHCES pa,a 'rojrct No.-6 29G roJact M&W- /IV-,vEy CfEFK /F/ASE i FRc� /l74'Al na OLK111R10ry O/rATaAIAL SOU11C(S OF SU/Oly LOW SOOp.M pfMtKlYrOr'f ar A.+rr P✓ c P,PE Nis fora OO ��y1NG A 5�''°Np. ONS tP�s e10� ti�C6 Oz COVI JPE0ve44r� - RonH _.111. \r +�O =anaacsor. jam_ Sudmla�d by: R. L. ,eafa ravlawad the above Ital64 and ( ) concur, ( ( i do not corct,r(orate comm�nvl Why M 111f1pr ter W 11pf>♦PYYY IJI M eOQ.'WY CpV:T111 ff�'fOCrprfC IOI vl. pe N••01M.:rrlWOvplrAt OrOrlrOp tl1f er fr1YOO11pr.Mw p. p,wort w 1111F1rrI M NO.OYrO.OI OOIOrM.f.Ypr11/1Y plr metpiOrrly a1a11: m m.do a Yilr►.sr irrr Ara..a A CAar1R M irlrrs Irrf a rrlw rwnrl:Miwr fOOrp fr• roOY Ir"pO OMo la GprlrucyOn've Wpnr.plf rom-ti v.r.ro.r1. a�rawvn�l Wnr V1MUeO1 r�1Arr:fOrOOf OrW Or1r,IHAr M n1Ow.fcwrw,w vraM plot. 4011m,Mr r=�rlfrwt TrYM1rgrpl�p�.f pf A1 l.IW 111\I01r11 fr101fPI YYO.0Y01t Aampfr lmlimmews;IMwn%lalrf 4w"•10 MGIp MOO pYralW- INwwrl.Oy, . wrest Er.rl�rY Mlrrr.l o�pp%-Nwm M nrAy Oco ar eferru w«wpp _ Manville W 2 H UT NG class 150 Ring-Tite PVC Water Pipe fxGFI;N10!1 �\O'o 0 ✓✓ C 6M•�K,s^ goo^ .n • ^;, o` .,/'. / � s dyr v a Ntt.F i l / . AWWAC900 CEx448 B137.3 The Manville Blue Brute Class 150 PVC The Blue Brute is specdically designed is a water pipe with outside diameter to satisfy commonly accepted require sizes tdenf ical 10 cast iron pipe merits for safety laclors In the municipal Uj a The Manville Blue Brute is made water field. to meet Class 150 psi of the American The Blue Brute is also suitable for water IsWale.Works Association(AWWA)Stan. supply lines, lirelmes. sewer force mains dard C9W Poly(vmyl chlonoe)IPVC) and industrial process, domestic ones Pressure Pipe 4 inch through 12 Inch For and service piping. Water The Blue Brute 15 listed for label service The Manville Blue Brute has long term by the Underwriters' Laboratories of hydrostatic strength with sufficient Canada(ULC)in sizes 4- (100 mm) safety lector to operate continually at through 12- (300 mm)for underground 150 psi(1 034 kPa)working pressure. It fire lines at a maxm um working pressure w has an additional capacity to withstand of 150 psi(1 034 kPa). (VI/1 surge pressure generated by Ilow inter The Blue Brute is Certified by CSA to uptions of 2 feet per second(0.61 metres meet standard 8137 31981. `PVC Pipe per second). For Pressure Applications". It may be The Manville Blue Brute meets used on private property where the preferred American Water Works plumbing code stipulates CSA standard R{ Association design requirements for 0137.3-1981. municipal water systems and other critical services. L O CO � I (c� � s I ` D Manville Th, Blue Brute is virtually immune to im physical and Chemical Requirements — Materials— Pipe shall be made from pare damages during normal installation All physical and chemical tests should clean, virgin,approved Class 12454 B and handling operations Its ability to be wnducted at 23•C Impact tests are PVC Compound conforming to ASTM aosoib stresses under extreme heavy to be performed at 0"C resin specification D1784.Clean reworked mWads means fewer failures, less Burst pressure — The quick-burst material generated from the manufacturer's naintenance costs and longer parlor strength of pipe, including any integral own pipe production may be used. mance lite bell end, shall meet 755 psi l5 204 kpa) Product — Pipe shall meet AWWA Stan. The Blue Brute is immensely strong but when tested at 23'Cs 2'C and 50 per dard C900-81 "POLY(VINYL CHLORIDE) I�ght enough to be handled manually, cent relative humidity*5 per cent in (PVC) PRESSURE PIPE 4 INCH thus eliminating costly heavy duly handl• accordance with the specimen and THROUGH 12 INCH FOR WATER'and mg equipment.The long 6.1 metre sample sizes,conditioning, and proce, CSA certified to Standard 8137.3"Rigid lengths reduce the number Of joints, Ihis dotal requirements listed In ASTM 01599 PVC Pipe For Pressure Applications". minimizes the possibility of leaks. during a test-time period of 60-70 s. Pipe shall be suitable for use at maxi Longer lengths are installed quicker Sustained pressure — The pipe shall not mom hydrostatic working pressures of which saves time and results in faster fall, balloon,burst,or wee[ as defined in 150 psi 0 034 kPa), at 23 C. Provisions job completion with lower instelttion ASTM D1598,at 500 psi(3 447 kPal when must be made for contraction and expan. costs tested for 1,000 hr as specihced in sion of each joint with a rubber ring,and The Blue Brute allows direct tapping of ASTM 02241. integral thickened bell as part of each service tonne'tions into its extra thick Hydrostatic Pressure Test — Each joint.The rubber ring shall be factory walls This eliminates the expense of set length of pipe shall be hydrostatically locked Into ring groove. Pipe and fitting vice clamps and saddles. Methods and pressure tested at GM psi(4 136 kPa)at must be assembled with a non-toxic techniques used in installing main stops 23°C with a five second dwell. Manville lubricant. Laying lengths are virtually identical to that Of tradi. Acetone Immersion Test — After twenty shall be 6.1 metres plus or minus 25 mm. lional products. Blue Brute pipe in sizes minutes immersion in a sealed container Each length of pipe shall be 6 through 12 inch(150 min through 300 of anhydrous(99.5% pure)acetone a 1" hydrostatically proof-tested to four times mm)can be direct tapped using up to a (25 mm)long sample ring shall show no its rated class pressure for a minimum one inch(25 mm)corporation stop. visible spelling or cracking.(Swelling or dwell of 5 seconds. Larger sizes require a saddle or lapping softening Is not a failure.)In accordance Pipe shall have the same outside sleeve. Some special techniques are re. with ASTM 02152. diameter a;that of cast Iron pipe of the gwred Sere Manville Installation Guide of Flattening Test— Piece between two same nominal diameter Uni Bell H list parallel plates a 2' (50 mm) long ring The pipe class has been determined by The Blue Brute's smooth,dense interior and compress in less than one minute to using an ultimate working pressure(no(. wall provides a lifetime of operation with 100% flattening. There shall be no mat operating pressure due to static and no loss of carrying capacity. This smooth evidence of sClittinqq or shattering. dynamic head)of 150 psi(1 034 ItPa)plus bore may allow reduction of pipe size at Reference ASTM D2241 a water hammer allowance of 35 psi(241 the design stage. Substantial savings Drop Impact Test — The drop impact kPai. To this is applied a safety factor of may be effected through the reduced test is a measure of the pipe's extrusion 3.5 to 1.This is equated to the long term pumping costs over the tile of the quality and is not intended to measure ultimate tensile hoop strength which is system the handleabilify of the pipe. A 31ngle im- 4000 psi(27.5 MPa)for PVC,Class 12454 The Blue Brute offers you faster installa. pact load from a freely failing 30 lb.(13.6 8 Compoun& lion and lower job costs. It permits bet- kg)missile(A Tup)having a 0.5' (121 let economic design, and it has a greater mm)radius rounded nose shall be impaired load carrying capacity The joints are an a 6' (150 mm)long horizontally placed designed to absorb the expansion and specimen sample resting on a fiat bed contraction of the pipe caused by No shattering or splitting(denting is not temperature changes The pipe is a failure) shall be evident when the chemically unaffected by any known following energy is impooed --� water or soil condition. A high safety too lot is provided by the extra thick wall design. The Blue Brute is designed to ac- cept cast iron fittings and valves which Size Joules a are readily available through a variety of suppliers in the market place. g" 700 min 1 murn 35 _ The Blue Brute is shipped with the SO gasket locked into the ring groove. This t8' 150 mm 75 <{/ eliminates any possibility Of rolled 10' 200 mm 00 mm 190 gaskets and prevents joss and Incorrec4 Iy inserted gaskets See CSA 8137.3 for specific details. � I _ ( ' • Blue Brute can be tlirect tapped woiroc: �\ Ina need for o.pensrvo service clamps or � saddles e % Class 150 Blue Brute CIOD Pipe OR 18 Dimensions and Weights • Minimum Wall App. Weight Nominal Size Pipe barrel Thickness Per Length ® ewe Brute is e.c Tyler Be eiI wnh mm mm Bellchant al Jo Bens and Ins, min min min inn kg Mechanical the Joint fittings 4 100 121.90 s 0.20 6 18 23 without Ilia use of adaptors adeators 6 20 2 0 75.25 x0. 9.7 48 8 200 29.90 �0.30 30 12.78 82 10 2% 281.95 :0.35 15.68 125 12 300 33530 s 0.35 18.62 178 - ncUUtSf YUN APPt1U1IAL OF iVl lI LAIAL SOU NCES pip 3-TS ✓s v � ,raject No. no 5'/z ,ro,ject Name' r•N�y CrffK Awi0- / F ece- -774"V "^ O&KAiPTION 0/YATIAMO- SOUwiaS O/SU•nlw• f•. I.aalaa LOCM SuYp.p YrMIR1YIVf ay.y r MI No, .•LYM �j'3f'N9GT 41 l^IFE /QTTAc Artl�1 "Y ontracror. Suominlo by: •waft,anw w.a, haw*rwialved the abov*,tarns&no I 1 concur, ( 1 do not concur(itpol Mrnmants) .rc� W wfaala ia/ W .,afwl. amp IJ 1 .w .aaro"a lggf- Y Ilo'aiWwq for uwa on o'•Ibpa•.fw•roaMWlt .alfaaanlY.MMMflm, fOrlaflrMwlwwar u,a1abp•w.l fgwr ..I.arw/lfla.w,MfriOwf awlwgo" Na Mltawaff a0fteas oaa�o was iuufafl Itapflaaa,Aaaraaol to, w of sow"M.It b•.ayroa Irpw LY OI/I{s IW C �aow Offs magma.W •aWawa-aural":flllaaal rnMr 1w al'aaw1ll,Ila•wa1wUM. bra t.awla,waa4w M. a.YW�aY rpwola; /Willa fwala.I,aI1,I M•faMlai,wllar,W•'9•fy dart aOw ar fawaMpfE:saws, Tlwwyaroy4110O•avalwt pf,Aeggrog nay„aW Ifl\fwowwl asAawfoag wpwpd Yla/a Oran•,f•IIYy alas sews,afob f w.,V, M1a haw p1,oM1pbOM1 1lawpay A, . prole Enbnrr ra•.awal olabfllll aawalal a/11,aa�I1I ale or YawaryY wawwaM Nit+. afhSHINOTON STALE DEPARTMENT OF TRANSPORTATIO.• REOUEST FOR ArPROVAL OF MATER •' IAL SOURCES 39696 Ate Aevepu tort we aucnoNs / Date —3-L 4dwf� %ont No. F.A.No. City/County or S.R.No. _ g&.?y7yf ;action —fA. ey— IFNN OaaCMPYtON OF MATERIAL SOUP= OF WHAPLY Ma. Local auseser MaIIYNM%~'$Brand V pa AN, Aaaap Ae,400w /ve. , �r✓ 1�IL�yAGir.0 v�CK lie ftn6s' '�1" M:JC LpC,C Sd"t'ne�.•z-y S°'F� A./- �I.�s'c I f' ,have reviewed all items above for conforms to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHION APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL Oq PRODUCT HAVE BEEN CIRCLED ITEMS FW11.4.040 A —SPEW CATION OTHER TNAN THE ARPLICADLE STAHOMD SPECIFICATIONS AS AMENDED HAVE SEEN UNDERLINED. DE►AR'IAENT OF TRANSPOItTATION MATERIALS LABORATORY Usa ONLY • Sowca..I..pyiy IC,NI 40necalmed(.I in approval coluvn Are approved for Val on the.bov.unprovemant provided tn..".final,dellvred nomply won all ApeeHlcalbne. Action on Hema 1rHllulail by numbr in the approval column n M.",i,1M per the IOH.wno code. I SYern.Approved Approve) o Chanp,WSo...mu.,b...curad from the Headquarters Matrnu Enpmeer per Chapter]-t 7 of lM Con.1m,kn Man", Y Approval wdnhald.evbml,NmpNe for palvain,evalw,nn d Approval vlthnad,Solvolf bend nalM,name of manufaclurw.br Vea,Me plan,. . Approval wr1Mr.M;.Wpmr,Tranago anon Derr4devent of nwaber(it known)And 1pal deacnphon d Apprbvel wdMnld,DWMaubmH ulabV tole and;orshopdrewings. a Approval wennW; I Sourc. Approvrd Accepunu nr Met...(a I., prole., use ,0 to Be conditional upon bamltcation of ASher 100 pwcrt Amerman menulaclwe or gen,Nlcaoon of lof*W d m.nu,..tu im r. a ne er ale coat within the parmualb a Olnlle to ae m the protein ($ Spaal ProWerone). V ran.Ffh _ _ DIM.Admit Revnw.d by, Prwe.1 Enem.r anti LuDmd coned umprea of reatenNe .."(File __x Mate EW _-____ Phon.No. _ _- _--�ecowred In Cannucbm Mamnl.Cha%ra •olEft, MNM Inve ON" x M.ndala EnarMY Data—_. ,._ By IOT FORM W,01ri DISTRIBUTION WWTE—tleedoaener a Melerlai.Lab P —D f', AdmW.t,ofw tiVMEO aM, era CANARY—Contractor ODUCtS"nn�Protect Engineer hLUULSI hUhAePKUuALUhMAILMALSOURCES 2S-8S 'roJocc tk,. S 29G 'roJact Namee aNEy �rFf r /NAsE F eLF /JIq. v 't'tr Gaw-RIrrrow 01 YAPtwIA� Souwa[3 or surww 1 •� Aw.rnt lacer Srrar., YMrrtn Nrart�IYr a/tl w� ,tnYY CnRAA'HL /Tf//G rl 'r r� rrY /4"v I 1 4 n S d C/l O 6'a Aae l 4 v r. -ibb l :on[rac[oc I'` Suoml[ced by: haws rwunsd the above inmsand�wst inwwtir ( 1 concur, ( ) do not concur ia[nch conunM¢! �arsa N twrly I�r W rtalw olaa.11 1�. M rcGorrnr cnaAN .n'toao.no for uw on m.+oo„a�rwaw«rwnt ono..o.a a»rin ••Il•aw.,Mww at rlatw rMpr w wwrr M w.tnwowl owwrr,1.anellp aw tn.ralv.wry coo.: avtars��ca+ltvly +M sw.w woawK Apargvl 10 GanM N fautp rr..l:Y..ow.n Iran mn onrc.ra covet.wrsw/rlwwaw:wrwnr wwsrt tw rucnaw.na wYlonwt otr m.c�e� a.lrww.waa.lrow. hwwwl rwwYw;raver ear news.Irnw a wlYnrl.cirrt.,or rrvorp o•.-..•Yrraw trtlrwA:rWlac Prawyygowll Awrrwr trwlyr+;plemr w.amr Osawww•rat namgr lil.na.,. „nn lvPr oacrrvvan. ,��twMMi an"re,vulva Ingo arww"P- wwwr•w A. V.waz r.,q,nw v.0 wurnl a,Paa Woaw N ft"'rr D.t. w lis.urrtu npnar UID SAND and GRAVEL, INC. P.O. BOX 922 OFFICE 747-1237 BELLEVUE, WASHINGTON 98P99 DISPATCH: 747-1234 OR 392.5385 PLANT: ISSAUUAH, BELLEVUE, REUNION. March 15, 1985 R. L. Alia Co. General Contractors 9215 Empire Way South Seattle, Wash ington 98118 Attn: Gary J. Pankiewicz Re: Honey Creek Phase 1 Force Main Proj . In response to your letter -,r March 12, 1985, the source of material pit number is A436. The products are pea gravel , granulithic, pit run and 5/8" crushed rock or gravel . If you have any questions please feel free to call . incerely, Jay Butler J B/mr. OFFICE ADDRESS: 13627 BELLEVUE - REDMOND ROAD • BELLEVUE, WASHINGTON 98005 HWULSI FUH AVPHUVAL OF MATERIAL SOURCES Q�q j - z 5-15, 'rolect No. S 29G 'roject Nam: /#•.Very ceewx P</AsE' l rvwcer xnwo l ;r"' OeiC wlwrloNopmArew1AL SOY11C[f 0/3V r a wdwew �acu saaafr nenelaeewen are"•ON A& wdwp CZ F frnNbl rs4c r Fi< r✓4 seR Llc�wk uN�o.✓ FoaO.� • c� VRC✓if Be><er „ .. ,. V4N iPrcN. (Rsr.''* ✓�►ssn.t o I an�r�ctor. $Yamfmd by: e•af.cr tnrnnsr ,hi o M14%ad thl ASow+nmt and ( 1 f:oneur, ( ) 00 noredneur(acwh comm�ntsl .rrcor N fnppfr for W \usf�O.eOtN Idl �. spDrWn colafM sre"ouo.ra br use w. the soo.e i ewlYgnpf�,{4a�M M.NM My Vl1�Y M n1�nYtM ON epGfeAl lCiWrYr.Y�OM.afW �w'M�r{nOr10Y0 nl�ItiLO11a1r OCrnA/M GYfglr YM iwer♦A�aAK ADwrrAfr for Chen"N sane•rnfrt 0e fe[tir H Der Me f011arfld q'lOe: W.wr wda"o;sfresrrs ecw«ra ht « om o.e OMw for Cafr.fn.cdon sno Wms1s 9� `W W\wel w1111w�:wiwr ..,,.t_�'�°r ewfunaow. ins Cofefsw9an/4ryfy, nwprorr w aMN oYtD.O/lrfe N•new,.leCayer,w neoerp Gent _ rnnMel:.flYf/Ilrr rr�fyp 1r O«+ra+4nrpr nanosr I\I ynorrwl slid� p�e yes syy dgp\oaati �M wfw ewdu Map a�1eAi- Eno— ti -_ Q Eh? whet aWtpol W~df N tip\ it on Y tal �� n1 r. rl t Ost u� .x\lie �VV•.n\In^,.1 �f �r ^ .��rr ��a a is r.:^"^iuil e\ \n• r'°a , ..t'rrrs. -../"r- ,r'r• Oeu H q � _ Y�j Nuer.eq nrmeM [;�ar ae �N KEN `. it'll GCB G4\O;as � 40 ---\ tJ\ flr5\), �•nS atn cnn1"°�nnoa� QP rn.n+a"r" ,,o.mur e+mendb",ms w Ubn: prt No"mror^ee'+rnn�n^a a.:+o`a.onast a+c�"a+.uc be I1Y'«d sow, M GO tk n+\ F Union Foundry Co. A Division of McWane, Inc. P. O. Box 309 Anniston, Ala. 36202 205-236-7601 1-800-633-2442 Member AWWA - U/t. Approved (3"-12") - M.J. Fittings and Accessories Specify Fittings That Meet American National Standards Specifications ANSI A21.10 (AWWA C110) Furnished By: Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS 9996 1s1 Ave So MW .mmin Ave 6790 S W WEean 6a M7 ME 1%11 Sunk Wash 961N r' ema Wash 9681 lake Oswego pe VoN Wweinwlle Wash 9667t 19061 VNNOO in,y}A665 1wr 6N9123 (ME,411;2[a Wa 4,Free 1 NO-552 73N.Alaska Toll free I OX426.9W Jnion Fo, Ary Company—A Division of Mc—ane, Inc. —_ MECHANICAL 101Ni Rt➢MGS-D..nvorons mlyd WAghb -- MECHANICAL JOINT FITTINGS-Drr»ns.Pns♦M Ws,ghn 1AlC]NGllpls "mm AMC m"POP fAY]MHRAL IOWR wfnuN Nnrowf:suuu•pl iNllrwie srfcxrWl .N,All IP V.WA.L,10, .WP,un W r,cw(nNNMw M wsr INN I'll s"N.m AAA,6 R,,A,s Wn.mfnnN NA!.p l PANO-M A ,Nsinprf 111WI .lAl All 11 YW nq MA c r�' ••- AMLiKAru NA.11 llA 1,,w.(.I.YN pl.,WP A,wON m..t OrN ANO f111rHG1 `"- IMrON WWCYr m ✓vn N..:nm[.I l n.fixxp<mbm.M b.GaN W[:IKwm.br w.wiq MVMn.. !1 ��...�. y ynr l.q.. . x`aw v.^♦M arn..np.rrr.urn w.fw•.4 xm pp d rM..ny ounY4 p1•m•4r 1�:1 (Nw}nnnyy. m. ,n.x y n w<wtl.'.mnN ANSI A},♦,AWNA CIpA d N4a,nr..rr rl PUA•s wnyn! 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F - im Aao taa ssa an at t a jA# a aRR a7ez 9 an am Ni{t_ {{F.. ���aAa��an mm W.M_! rR"i. { {T-a� _d i _ (L _i Y 9 l ` I � •��L � RRc f±1"�lsilsi cRRe AsgRRR 0 WAY :aAv AAAa 9aaa safe tet«a taaw anal �5,3 � � isa fAA ast aRa.AAaat Aasts asaras G9 mR A,sAAa {{{A[1111 Is fAV I I 1 . ta+ao as!ips ARRSR c�oa ass"a s 1 .....••••••••fast a_-t^v!xz a-_ Y i � �.... ..._..saaz—z-t zxzr_ •••!a!I I , 4FIpa , r f t t fL we'd i 1 t1 IT 1 $ r (I - a F e A a a fr � e f � � _{_.1�I �. i�� � i H -- a`•� t7 :s act art Pfl '_-.- 3I t A Aaa I^i AA All x' .-i d - — A , _ S t aaa asE AA A£A I £S all el --.. . S ( 't 1 i •S % _ ! i4 } �.. U` �•� y�(S _ !A '.(A( an AA AAA g; --t� Q Q - : Ra pReAe Acgxg::AttA too" A£AA$ AEFEA rift, i6 I j A ;- Are pRRFAHH aAA_ fall--- ! ee ttt tt on a = AA__ 14 tAAAA IHU OqU:3A- { �(A IAHe A a i p ^ ; .Q AF RFA1H A=QAa:e ttAE A?AAA AAA:3 :i:FA :At£A i - �3 h c 1 i"-3 QA Q{Q 1I U - sainrcpv Siesta�xml AAtt AtAQt golf .Att: :1111 ; ;.x � r/�7 t1� �..pb+l`'s get j im in It AAE g i'y Ap R^ AR.' -MgRpR Ramp A.aAAA enAAR AAAAA aeeFe A2F.:.._:i!e AARRRRR"AA aAxIA::M.�ARRAR asava = Pi Y x "lil'A1iVT`t`A tie T?AtLL C ef.Y f {Q __ __i!!RHARKim AAA "gas:.: ARAAR fiRARR ( N E Y s• _ — — —-- -- �� — �t ? � i f.tt,q H_'R ti QQQ .. _..__,=:•:!=j ai N_!ii RRRRH xAxxx it RRRRp RAIRtRA R.RHRRHH RHaC RHa�H xa'.'xH YnaH eeHa a olaua w 11220 R 21"SHHeAAe NHp glass aaaas nssa '!!!! < £ lag f � 4 t'iQt Qtt"SAtQlt!AttA,x.HdiH.{tAkR eRAAF AAFAB r f e( A iS F ; § rpt p Awe H= AiH Q r } i A• .... YeBpR AAA«x �° ; � ii •'LA is!pA Union Fo,..ldry Company—A Division of Mc�.dne, Inc. MKN CN JOINT FI1TINGb -Dwhluaro weld Wggg , —_. •.0 s.u+¢+I�oll.n li uawn c Flo wrsrr� C[7=3a qEN=* ry III Yw t�w IM Ih YY wwr f�w. rw,11A _ Iyy)Iyy IfAw M1_n Kw• O1x3i 1tl1 �� p w �wwJrwr Iw rws O O O O w{A r�wYwilh�w Mnr a r ne it g..wnm a o cl gI. ei w x.+iwN vwh�*�xwnlWM r.,w�p�nn M�r�W�✓.�.wrve n mom M�xiT aw. �p•n.w�xnn wn✓n r ti s 0 WA I RICH Cast Iron VALVE OXES Bulletin 1983 ie _• i ,. M� �Wn1 je! --�' .o Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS M bl Ave So let l,moln Ave 67M S W Wf*an Ne IM WE mlv suvtl Wash M'34 temma Wail, Wl uxe Oewe4o 6e 97A W000mv,lle W.,h Mn lamlaaauo ,taloerAws ,vIcmtl13 f2m,w n+ Wa To" free I�ELtl�55t)391.Alaska Toll Fee LBWA2F9Bfi0 1A1aMVanRiCh CO0r)Q Corp. • Portland, Oregon 97217 • (503) 283-4102 RICH VALVE BOX TOP SECTIONS 925 COLUhm A B c S, P T Y" 11IH BUT TOM FL Anf.l 0Ya0111An91nF 6•.1--.w LU'I TYPE COVER 95 LBS Pu..Pe - ,o+r T.. •r e0 WILL ACCEPT NO 92}I LOCKING COVER r �yrr,.pr VySm bs e• n.o. STe- INSIDEOIAMETER 926 COLUMNA A Bw C` S`IPPITYPE W~I IOP FLANGE 'LE TYPE COVER 9 5 LBS C OwrMl IAnpmA e'.tA•.16' ENTRIFOGALlY CAST v.x 4ynV - rv�maa nr oD 'A GAILY WILL ACCEPT WS I RINL COVER 5 DIAMETER _T 6"INSIDE DIAMEf ETE ER 930 SPOKAAE A B SLIP TYPE WITH BOTTOM FLANGE OMY.11 l*nQ1M 12 r5" PICK HOLE'TYPE COVER 165 LBS Pw.gnnyy...ne�+' ep +a A516' INSIDE DIAMETER ..Mv I55 w ag5•m 931 MEDFORD SLIP 1 Y P£WITH OUT FLANGE a«ul IenpOr 15• h PI[MPpwO m OUAnbnPL N Ip PICK HCLE'TYPE COVER 17 LBS. 6516INSIDE DIAMETER 940 SEA TTLE A B SLIP TYFE WITH LOWER FLANGE a«.0 L.,QmA e•.16• .t.q«�wweee.P1 eo ro LUG TYPE IN IDE OI METER 'nH.wPe Vs. Msm LOS SL6'-INSDE DIAMETER 950 CASCADE -- TWO PIECE SCREW TYPE SOLO ASONE UNIT L INTERMEDIATE FLANG°AND BOTTOM HUB Z. V.,n,,.n.nrgKl 'B, Mnmm u.ynl s'.SSA'. _�, •w Vanr PICK HOLE COVER9LSS. WILL ACCEPT 92}I LOCKING COVER PINIQIO In OUInI'Iw Of 6B SMALLEST INSIDE OIAME TER A YV" 9 VARVanRich Costing Corp. P O Box 17216 • 866 N. Columbia Blvd. R Portland. Oregon 97217 • (503) 283 4102 RICH VALVE BOX BASES SLIP I (PE CENTH IF UGALLY CAST BASES ARE OROEREO AS REGULAR OR DEEP WELL. SPECIFY STANDC RD LENGTHS. NAMING THE TOP SECTIONS TO BE USED. SHOULD SPECIAL LENGTHS BE REQUIRED,BASES MAYBE FIELD CUT WITH AN ABRASIVE SAW. SNAP CUTI ER. OR CHISEL. MINIMUM USABLE LENGTH IS 12". REG 11 AR �S.lre-• �1G�M�J L�VI Bundle Packaged j Raw Weight Weight In Ibte LMBth In Pound! In Poatds Quantifies BASE LENGTH R•12 12 21 1050 50 R-18 16'• 25 1250 50 R-24 24" 30 720 24 REGULAR R-30 30" 37.5 900 24 6lii' R-36 36" 44 1056 1 24 DEEP WELL Bundle Paeke"d Raw PNidht wenot In RASE It" Length In Pounds In Pounds QDntlt" :LENGTH D-18 16' 29.5 1475 50 0-24 24- 34.5 828 24 DEEP WELL D-30 30" 41 984 24 E D-36 36" 47.5 1140 24D-42 42 52 1248 24 TO DETERMINE VALVE BOX LENGTH UTILIZING TRENCH DEPTH AND ADJUSTABILITY REQUIRED Using your pee determined gate or buttarhy va$ve sire and RICH boa too Setbons 920.921 925.926 AVAILABLE LENGTHS GATE VALVE SIZES Eltenofo To N Soft BDREMLY VALVE BREB 4• 6• a' 10' 12' Adli fla0iht Tbp Secnpn A inn Baw 4. 6' B• 10- 12- - MINIMUM AND MAXIMUM TRENCH MATHS MINIMUM AND MAXIMUM TRENCH DEPTHS 3136 3740 41M 4150� 51.54 2124 to 3933 31•Y1 ]2J5 35-30 35-36 39-Q 4346 7-% 53-59 S740 9' 27.30 B' 24 W39 3140 3641 4144 41 se 4549 W32 _ S356 5962 _ _430 _.__.3135_ MsgnatfOA 30 _ .. 4245 '',40 4447 _ 4150 ____AT50 3142 3746 41.W _4/.56 S160 21.30 t6 W30 31.40 — �3241 35" W" A48 43,U 4756 5182 5760 2736 24 W45 37.45 3047 41.50 4150 45.54 41aw 5362 5968 6372 9' 3142 14' 30 42-51 4352 4453 4156 47% 5t40 5564 5968 65.74 6978 39w 36 4&57 4954 50% 5338 S350 514a Of 70 65.74 7160 7584 45-54 OfMrawle _ 42 5443. 5544 _. ,5663 W6e 5946 30-52 43-% 4760 5366 5710 2740 24 36-49 3750 3&S1 4154 41 54 4&6B 4111192 Sim W12 6376 314 1B- 30 42.55 4356 467 47W 4740 5144 55aB 5972 6570 6462 13' 3952 36 4B41 49V 5043 5346 5366 S170 41.74 6575 71 N Me 66 4558 Desipatfd C 42 544I 55M 564B 5972 W 12 a' IZ' 1/ 27' U' Bp7ndn ul go.tip flonrom of,ruien Usr7q 5' 6' a" i0' 11' a+ers0e.a�.e o•mfnsionf To allfrmlr a rolls W.I"thw 1 Lxate IVPx iGale Or 8041 adl Sift of vatN rpWifd su 2 Watl'.nq tlown lnal column..no 1•Mcn 01101n ' 3 S*Wl 411snsion adnustionn 1 rfpwred 3'.9' d 13' . �• w 4 Select too wt,o :4godfb a' 14- fee 16' 5. SfMct baaf wwh 116'-42•+moir WfAbN io7 We' and adiulubilny 6 Spenry •egWar d deep weu Ba don w!n add 2 A tlj to minimum Irfntn dap0s ametllnlrM atllullWddy i )' O o 4 VAR VanRich Casting Corp. P.O Box 17216 4 866 N. Columbia Blvd. a Portland. Cregon 97217 0 (503) 283-4102 s_ VASSALLO 1� sP . . .t ' .�i Pacific Water Works Supply Co.. Inc. PIPE. VALVES FITTINGS E'XtSW McEWanM 171Q1NE t9yln -_j �, 5e 111e an.9T7a a[omd WdSd 9MZ l .e Otwegtt be 9�W 2m WOUEi I 9tlATT 11 ,_r}�f$}9aW 'q6 AI.NPHS �EIXU 6109t:d t7116�4AR0 Met'n[5{N Wd '"I:Ereet810.<MdM60 GASKETED SEWER MMW4 - - _ - T-wye GxGxG T-wye SxGxG JS PM NO. SIZE L1 L2 L3 PART NO. SIZE Ll L2 L3 — 42651 4 21% 23. 31., 32651 4 21'a 5?4 3!. 42652 6x4 271,e 23�. 4ie 32652 6x4 27'e 6 4% 42659 6 31he 5 V'e 32659 6 3'1,e 7 511+e_ 42653 Bxd 2v. 3 5% 32653 SO 2?1 8 5% 42654 Ut 1 43!'e 3 32654 8x6 3',. 81h 51 /1° 42660 8 4 6 6 32660- 8 0 9 6 42655 100 43'4 5L. 6':i 32655 100 434 10 6'h 42656 lOx6 51h 6% 61S 32656 10x6 5!e IQv. 6h 4267Tt ios Sy. 61h 7 32677-t 10x8 42657 12x4 5 6 7'4 32657 12x4 5 14 7'.. 42658 12x6 51h 8 N 32658' 126 51h 15 1'h 42678 tt 12x8 5i. 83. 8 32678't 12x8 5;4 15-V 8 42679't 12x10 6 9!4 U2 32679't 12, 6 16'h 9Y2 42668°'t ISO 5 6 9 32668°'t 15x4 5 14 9 42669°'t 15x6 5':0 7 9'? 32669°'t 15xb 5'? 15'%. 9!i Tee GxGxG Tee SxGxG PARE NO. SUE L1 L2 PART 40. SIZE Ll L2 L3 43601 4 2!'? 2'. 33601 4 2'2 5 24 6 43602 6x4 23. 3'. 33602 x4 V. 6'. 3!. 43603 5 3''. 3'. 33603 6 To N 3' 43604 8x4 2% 4',. 33600 Sx0 2+e T? 4'4 43605 8x6 3'4 4?e 33605 Bx6 3'. 8'. 44s 43606 8 5'!'e 45x 33606 8 55he 91/2 5e1,e 43607-t 100 21h 51x 33607't lOx4 414 8 6 43608't lM 3'r. 51e 33608't 10x6 5'. 9 6!4 43609't 10x8 4'. 5'? 33609't IOnB 6'. 10'i 7 43610-t 12x4 3 63, 33610't 12x4 0'2 9'2 We 43611't 12x6 4 6'2 33611't 12x6 5'2 10'2 6'2 03612't 12x8 7-- 33612't 12x8 611 I1': _ 1 43614't 12x10 5% T2 33614't 12x10 78 12' 43615°'t 15x4 7!4 81g 33615°'t 15x4 4!i? I1!4 BDi 43616°'t 15x6 7'. 9'? 33616°'t 15x6 5!b 121,2 834 43617° 15x12 4'i 8,. 33617°' 15x8 6?t 13Ne 9 43618°' 15x10 5?4 9 33618" 15x10 7?e 10!. 9!. _43619°'_15x12 6si_ T'. 33619°' 15xI2 81h 15'h 10y. 'hold-fab Construction Page 13 °Available December 1980 45°Wye GxCxG 45' Wye SxGxG PRAT NO. SIZE Ll L2 L3 PART NO. SIZE Ll L2 L3 21 4 Ivs SL 5x. 32621-- — 4 0s 534 51. •b23 60 N. 8'.. 7'. 32623 60 5;, 81. Te a2624 6 1's/,e 8 8'. 32624 6 5'51,e 8 818 42625 8x4 lx'. 9'i 9ss 32625 SO 41. 91. 9se 42626 8x6 2 8'shs 91hs 32626 8x6 6 8's,G 92he 42629 8 2% 10's/,s 10'51,s 32629 8 6% 10'0/,s 10'she 42630 100 34,. 9': 9. 32630 100 Bpi 91. 42631 10x6 3L. 122. 121. 32631 10x6 8L. 123, 1214 42632't lox$ 4L 5 14'3ht 32632*t lox& 934 15 19131,s 42633't 10 4+. 15 15sl,4 32633*t 10 9+. 15 1579,e 42717 12x4 22 WIN 131/2 32717 12x4 8'h 14'3/,4 U/2 42718 126 4 15 15 32718 12x6 12 15 151:S 42719't 12x8 6 19 15'2 32719't 12x8 12 IB 161/2 42720' 1240 6 19 16'2 3272W 1240 12 19 16'a 4272l't 12 &t 19'. 19'. 32721*t 12 12'. 19'. 19'. 42722"t 150 —1 15 15 32722s't 150 133, 15 15 42723° t 15x6 —'2 15 1544 327230*t 15x6 7 15 153. 42724" 15x8 1'2 15!1i 16'. 327240* 15x8 P2 19/2 16', 427250' 15x10 1 17 17 32725" 1540 9 17 17 _427260• 1542 2 —_ 19 19 32726°' 15x12 P't 19 19 Double 450 Wye --- — 450 Saddle Wye** 13 FART NO. SIZE Ll L2 L3 PART NO. 512E Ll 44352 6x4 34 6"hs 7ua 32634 6x4 Phs _44358 6 1'4 8 8'. 32639 —8x4 10'/,s 44353 Bx4 l'x 7'-i 33. 32710 �100 1111,s 44361 8x6 1!'2 8% 9 32711 120 133. 44354 10x4 131. 9'. 9'4 32635 8x6 12 44355 10%6 2 14 13'2 _ 32636 10v6 13 443% _ 12x4 21% 141h 141i 32637 12x6 14'. 44357 12x6 4 15 15 326380' 15x4 1551,6 44359°' ISO —1 15 15 3,'W' 15x6 16% — 44360" 15x6 —'h 15 1544 'Mold-fab Construction "Supplied with clamps Page 14 °Available December MOD tTo be all molded first half of 1981 Repair Coupling Manhole Sleeve fir------� y -a--- PART fa SUE LI PART NO. SIZE LI 52661 4 6', 32851 4 11 52662 6 a,. 32852 6 12 52663 8 10 _ 32853 8 12 52W 10 14 52665 12 16 526660 15 18 Caps Permanent Plugs F--LZ-- - .�► ,4: PART NO. SIZE LI Pm NO. SIZE Ll L2 42671 4 2'e 32671 �4 21i 42672 6 4'S 32672 6 31,2 42673 8 5'. 32673 8 9',4 5'. 42674' 10 6"2 32674• 10 At 7 42675' 12 10 _32675' 12 %$ 10 42676" 15 12 32676- 15 h 12 450 Bends GxG 450 Bends SxG 13 PART NO. SIZE LI PART No. SIZE LI L2 _ 42603 4 M4 32603 4 13116 41,y 42605 6 11/. 32605 6 21/a 6':4 42607 8 5'a 32607 8 51% 9'. 1 42732 10 63/. 32732 10 6% 123, / 42736 12 81i. 32736 12 81i. 16 427370 15 9i 327370 15 91i. 1A Pays 16 Nold Jab Construction °Available December 1980 ro 2 nLUUL1f rUH AVVKUVAL OF MAfLHIAL SUURCLS putt ro l.cc No. 5 29(, 'ro,1ec[ Nuw_ f/w•vfy Coeee"< �NAse' / FuecF� In.4 .v "I riaZ O/M rg.a,Am. SOVwCES or suw•lr —, LOtM SuYY•M YMIYIftAI,•II�� ANM So- . YM w w11 Nw, AWw11 D iP Ptyc r F/c Jsq� P� �A�,Frc .fir ✓ ^i0yC'' ' riuT h1f*KE CC' t ••4 v.. mt , mo ��e,rt•V` a ............ ✓ic. . 11+` WOO gp70 SW�NINGiON �Tt1.E. :Ontnctor. Submlttt0 by: �..fl c,1`w�, .bavt rtvitwtd tht+hOvt Iums and( ► concur. ( 1 OO not cbnwr alvch( cammenal 'w. a wwwr tar fll .1w1c avoa I V 1 .n wvporr cowmn •\II�Ywl1l 4cwfw M Ibrl. fr•4DIXPrq 'O•u4 On UI• iwwv i1ndP.MIMIT do•w.w wt mtttnW _ M1wOYw N Mr111�w N M NWwwl mlulnn it'w•n llyw MI m•/dlOw.wt my: �YMM►wwl ww.vl•.rrwMrw .ywwT y�C��� p Ifolw w•Orho rw Calslrtlmon Yw Wnn.l w '4Yww•.w•W1�•;wlwwYf fwwl•t Nwf.wtlw•M Ir1•IYIIwGYrw,YI n•••nt dY1C w1 CwnelTrM"MWV,,L �:MMYI TrwywrOww�wwYwlH dt nrnpw 1-1 4nw•wl pIC 1"W wwTfwoon '4Mvw.••wMw:Pt�M wTMtl as"M.1t1.1491 V 1•o1•n EnwYw MWav Y.owr avAowl IMwt•M o•.• V4ury4 ntrMwf PACIFIC 9ij,, GS M% R.MEC1(lEY ('.AST IRON PIPE COMP.NNY PSC I PC O 807 DennyBuilding OIVi901Y or MtIANE CAST MON wn COMPANY' 220 Denv Building 2200 etn Avenue P. O.80X 1219, PROVO, UTAH 84601 Telephone 624.2680 TELEPHONE(AREA CODE 801)373-6910 Seattle,Washington 98121 March 14 , 198S R. L. Alia Company 9215 Martin Luther King Way South Seattle, WA 98118 Subject : Honey Creek Phase I Force Main Project City of Renton, WA. Gentlemen: THIS IS TO CERTIFY: THAT the 6" and 8" Class 52 , TYTON JOINT, Cement Lined Ductile Iron pipe we propose to furnish you on subject project will be manufactured in strict accordance with ANSI Specification A21 , S1 (AWWA C1S1) . THAT the TYTON JOINTS Will be manufactured in strict accordance with ANSI Specification A21. 11 (AWWA C111) . THAT the Cement Lining of the Ductile Iron pipe will be manufactured in strict accordance with ANSI Specifi- cation A221,e.44 (AWWA C104) . WINtS Rt Yours very truly, YAKEN �C>laG �l t NO COtx^4C( Oy'`' N am Rt Meckl , , (� �„WAS .:�. -' oil District ict Mana r .... Y °"`Yn• P°` Iwo: Ns .,n"e me uaacn•n yA 6 MAOlU'nNb�Pp. I��LP�W111EK WAS ,EORTNtd� S�+q�. �1p S?NpF.,�NyGTON 98 SfpTtlf MANUFACTURERS OF CAST IRON PRESSURE PIPE, FITTINGS, GATE VALVES,FIRE HYDRANTS JOINT DIMENSIONS& WEIGHTS e D iNominal 0yrng length A C E '7Y�On Jo-nl Pive "as a nommal lay,no'length of 18 feel AU::d ir,,q IBnnih aveageS'A t�ri t inches J .25 .40 3 Q^ .26 .41 4.80 7.10 1.10 4.91 3.15 5.64 t 1 _._5_... .43_.._ 6 9P ,27y,_.. ,'45k211,62 1 23 9.17 3.69 9.9$ 26 .29 .47 13.76 1_27 11.22 3.75 12.03 34 .31 .49 - 13 20 15 91 1:30 13.32 3.75 14.13 43 Y .33 51 15 30 18.71 1.64 15.44 5.00 16.64 63 34 .52 17.40 20.86 1.66 17.54 5.00 18.74 76 .35 .53 1950. 22.98 1.67 19.64 5.00 20.84 87 36 54 2160 2514 170 21.74 5.00 22.94 97 .38 .56 25.80 29.50 1.78 25.94 5.00 27.14 120 w BO o� w Goo. w eZ-Vt u,90 0• m Zl-[ pua 106,dS to CO to saWM10i. 6u•punor alo1a0 adtd 10 146,pa;eu131e�uo paSeq Tool 4ad 146,am a6e,aAe Ilaq 6u,pnpul: qi S Isaieau a41 I,o papum adid 10146iam paleJptep llaq 6wpnpul, 9 Z9 9Z L l 6%, E Z9 OZ t l Ell 669 OZ'£t 6v 0 99 069 090t 6V L 99 990L £v E 99 OZ'El 9V'0 S S SS 000t 617 Z'SS 966 ZV 9 Z9 OZ'CL £V 0 Vd 6 LS S£6 617 9 t9 OC6 EC Z'6V OZ CL Ov0 es C RV OLB 6V 0 9V 999 CV 990 OZ EL LC'0 ZS PA L'Vv S08 6V V-Vv 008 co OZv OZ-£L Ile LS L tV OVL 60 8 Ot? GEL Ev V 9£ OZ CL t£'O OS Z OS 906 6C 6617 006 V£ 0 8V Ot t t LV 0 99 E Lv OSB 6E O LV 909 VE L'9V Ot t t VV 0 SS £ VV 96L 6C 0 VV O6L VE 1 ?IV Ot t L 1V 0 VS V'ty SVL 6E l tV OVL VC . 6C OL'LL Be ES 11 BE 069 6E l 8C 989 VE Z Be Ol l t SE 0 es V SE See 6C l S6 0£9 VE Z££ OL'L L ZE 0 LS EZE 0es 6C O ZC I SLS I VC L 0£ Ol l4 1 6Z 0 OS 9'BE OOL 6Z 9 8C 969 9Z Z'LE SO'6 SV 0 99 V Be 999 6Z Z 9C 1 OG9 9Z 9'V£ S0 6 ZV 0 SS L'VE Ste 6Z 6CC Ot9 9Z SZ£ 9O'6 6E0 VS L lE OLS 6Z 9'IC O19 9Z t'OE 906 9E 0 CS C 6Z OE9 6Z l d SZG 98 L'LZ4 90`6 CC 0 ZS 9 9Z gel? 6Z 9 9Z 08V 9Z Z'SZ SO 6 OC 0 lS y VZ OVV 6Z Z VZ SEV 9Z 8'22 90.6 LZ'O OS 6 LZ SOS ZZ L LZ OCS 8 t L8Z 069 Ev 0 9S Z 9Z OLV ZZ 0 9Z OLV 9l O SZ 069 OV 0 SS V VZ OVV ZZ Z VZ GeV 8L Z£Z O6'9 LE 0 vs 9ZZ SOV ZZ v ZZ SOV B L 17 2 069 1 V£0 £S 90Z SLC ZZ OZ L R'. —9 6L 069 keo ZS 061 OV£ ZZ BBt OVE 9t 94L O6'9 SZ'0 LS ZZl WE ZZ O'LL SOC 9L 09t 069 SZ0 OS Z91 SZE 9l 6LL OZC :t CLL 09V to0 9S 0 LL SOE 9l L 9l OOC L t t 9L 09 " Be 0 SS 6SL See 9L 99L 0R I. 0'9L 08'V se VS LVl S9Z 9L VVL 09Z LL 9£t 09V ZE0 ES S CL SVZ 9L Z'Et OVZ t t 92L 09 V 6Z'0 ZS Z ZL OZZ 9L 6 Ll SLZ Ll E Ll 09V 9Z'0 LS 0VL O8Z lVL SW L L'CL 96S OV0 9S ZBt 99Z e CL SCZ L Bet 96'C LCO SS ZZL SDZ Z Z L OZZ L 8 1 L 96 C V£-0 VS Z LL SZZ 4: a SOZ L 6OL 96C tE'0 ES ZOL 90Z COl 99L L 66 96C 8Z0 ZS Z6 98l C6 S9L L 68 96C SZ'0 tS L116ual 6utF21 lewjOu 1001 8L adtd IIV 9L61'09 ldV ISNV ul pauglno u61sao to POL413w japun 9G-LGLO vmmV Pue 9L6L-LS lZV ISNV Ul!m a0uepjoaae ut painloelnuew adid ♦ 1 This table shows thickness class of pipe necessary for the rated water working pressure and the maximum depth of cover. The thicknesses in this table are equal to or in excess of those required to withstand the rated working pressures plus a surge allowance of 100 psi. Ductile tron pipe for working pressures higher than 350 psi is available. 51 0.25 350 98 t00' 100' 100' 100' 52 0.28 350 100' 1OC' 100' 100' 100' 53 0.31 350 100' 100' 100' 100 100' 54 0.34 350 100' 100' too' t00' 100' 55 0.37 350 100' 100' too- 100' 100' 56 0.40 350 100' 100' too' 100' 100' 51 0.26 350 76 86 96 1E 100' 52 0.29 350 100' 100' too' 100' 100' 53 0.32 350 100' t00' 100' 100' 100' 54 0 35 350 100' 100' 100' 100' 100' 55 : '8 350 100' 10i 100' 100' too' 56 G.41 350 1 100' t00' 100' 100' 100' 50 0.25 350 32 38 44 56 75 51 0 28 350 49 57 64 80 100' 53 0.34 350 91 100' 100' 100' 100' 54 0.37 350 too' t00' t00' 100' too' 55 0.40 350 t00' 100' 100' 100' 100' 56 0.43 350 100' 100' 100' 100' 1 100' / 50 0.27 350 25 30 36 46 64 51 0.30 350 36 42 49 6' 81 _52 _ 0.33 _ _J5.0 47 54 _$2 __ 77 53 0.36 350 64 73 82 100' 100' 54 0.39 350 60 91 100' 100' 100' 55 0.42 350 98 too* 100' t00' 100' 56 0.45 350 100' 100' 100' too' 100' 50 0.29 35C 19 24 29 38 55 51 0.32 350 27 32 38 49 66 52 0.35 350 35 41 47 59 79 53 0.38 350 45 52 59 74 05 54 0.41 350 57 65 74 91 100' 55 0.44 350 77 86 100' 100' 56 0.47 350 81 92 100' 100' 1 100' 50 0.31 350 17 22 27 36 52 51 0.34 350 23 28 33 43 60 52 0.37 350 30 35 41 53 71 53 0.40 350 36 42 49 61 81 54 0.43 350 45 52 59 74 95 55 0.46 350 54 62 7i 87 100' 56 0.49 350 64 73 83 t00' 100' 't An allowance for single H-20 iruCk with t 5 impact factor is included for all depths Of cW^er 'C.alculattd maXumum depth of aoVcr exCeeds 1GO It Note type t Laying Condition tsenhrety satisfactory lortrenChdepthsas shown tJo selectbaddtng orspeaalconpachon s required exCepf under the most unusual circumstance CL W Ser'L s 6235 Clc . Yeomans ' �►� �-� MI1R14 •� HAMNl0K0, COLLIER &WAOE Litfi^:=°TC:''r ASSOCIATES, INC. u� • Close-Coupled Sewage and Solids Pump CAPACITIES TO 2600 GPM HEADS TO 300 FEET The Clow Yeomans Series 6235 Close Coupled Pump has been especially designed for pumping sewage and waste mare-ials. Its trouble-free operation is assured by • Rugged Construction A ^-• • i arge Diameter Shafting F • Heavy Dut%,Ball St I rq ■ Steel Wear Rings (oprionai) Clow coupled pumps require minimum floor space for • __ __ .Y installation and operation. Flip-over casing provides maximum flexibility for clockwise or counterclockwise rotation. Pump dis- charge can be rotated to any one of eight different positions. All pumps are equipped with double mechanical seals as standard construction. Packed stuffing box is op- tionally available. Scientifically designed, two-port enclosed non-clog type impeller is available in either clockwise or count- erclockwise rotation when viewed from above, b'ades are generously rounded to avoid trash hangup. All im- pellers are precisely balanced prior to assembly in •• the pump. Clow Yeomans Quality Since 1398 ;, CLCW series 62�5 i sewage and ; Aids pump � l ar 6 1 5 2 3 FEATURES S 1. Non-clog 2-pon enclosed 6, Stainless steel shaft sleeve, Impeller passes full 3"-solids. hardened and ground. 2. Doubt*mechanical seal Options: with 50 micron filter. / Pipe plug fcr backnushing. 3. 3"handhole Inspection✓ 1. 'ate wearing ring and 4 cover on casing. Impeller wearing ring 4. 3'handhole Inspection ✓ of 316 Stainless Steel. .cover an elbow. �5, Shaft keyway cdth .oY. stainless steel washer \and capsccaw. i + os axei pied The 6235 Senes close-coupled vertical dry pit pump is the most structurally compact in design, and PUMPS particularly suited for se-age lift stations and other applications where overhead space is limited. Pomp impeller is assembled on the extended motor shaft. series 6235 eliminating the usual extra shaft, coupling and bearings. Maintenance Is less because fewer parts are sWvct to wear from friction and vibration, pert nce is better oecause of reduced power loss. clip-over casing provides for clockwise or counterclockwise rotation with eight different discharge positions for each direction. Pump Division 1999 North Ruby Street Clow Corporation Melrose Park, Illinois 60160 Phone: (31Z 344.9600 Telex: TLX 72-8322 Clow Corp MLPK p 1979 Clow cacao sn9n Q - Corporat mn Clow YeomansC`OW Melrose Park, Illinois SERIES 6000 INTRODUCTION CLOW-YEOMANS NON-CLOG DRY PIT PUMPS The Clow-Yeomans Non-Clog Dry Pit Pumps provide the best in Waste Water Pumping Technology. Eighty-five years of waste water pumping experience back up the excellence of these pumps. I They are available in the following styles: 1. Series 6150 — Horizontal Flexible Coupled Pumps 2. Series 6235 — Vertical Close Coupled Pumps. 3. Series 6250-- Vertica! Open Shaft Models for use with Flexible Universal Slhaf ->> y Series 6260-- Vertical Flexible Coupled Pumps Basic Features found in Clow-Yeomans Dry Pit Pumps: 1. Flip over casing which permits right or left hand rotation .vith the casinq rotated to any one of eight positions. 2. High efficiency of the Clow-Yeomans Enclosed Non-Clog Impeller, 3. Design is prepared to use packing (standard} or double mechanical seal arrangement. Dnuble mechanical seal is standard on Series 6235. 4. Axial gap clearance at impeller with an adjustment feature consisting of three or four adjusting screws located in the thrust bearing housing. 5. Contour shaped handho'es locateu in all volutes and so t-' el ws. G 6. Capability of passing 242" to 7" (sphere{. i 7. High strength shafting. 8. Bearings with a minimum of 40000 hours B-10 life. 9. Dust Tight Sealed bearing housings. 10. Hardened stainless steel shaft sleeves. 1 11. Vanes on b--k shrouded to reduce axial thrust and reduce stuffing box pressure. Optional Features Available 1. Stainless steel or bronze wearing rings on case & impeller. 2. Double mechanical shaft sears. 3. Special metallurgy 4. Choice of driver and controls. Division �`�� Corpora :low Yeomans ClCI 'Corporation McIrou Parts, Illinois SERIES ,00 NON — CLOG PUMP CURVES 1750 R.P.M. MODEL 4312 C CURVE NO.: 3458 A SPEED: 1750 IMP.NO.: V •4575 SIZE: 4312 C MAX.SPHERE: 3" OISCH.SIZE: 4•' zoo I 12•� 8� �, aP TOTAL 16011" � y Myi O HEAD b IN FT. 120 10' � � �I 25 HP L 20 HP 10 80 I5 HP 8 L 6 40 4 P NP`,H 2 100 200 300 400 500 600 MODEL 4312 GALLONS PER MINUTE NPSH- FT. CURVE NC.. 3422 A SPEED: 1750 ' IMP. NO.: V -4575 SIZE: 4312 MAX.SPHERE: 3" OISCH.SIZE: 4- USE CURVE 3458 A 200 I IN THIS REGION--f-- I JL 12" 160 aP ;p TOTAL 11•'• HEAD b 10 r IN FT. 120 25 9" 40 HP 20 J/ L 30 HP 15 —IT, 2S HP 40 - L 10 a is HP �— NPSH 2 4 6 8 10 12 NPSH-FL GALLONS PER MINUTE x 100 LfIT LINE vision CLOW 45 ,C Corporation glow Yeomans Melrose Park, Illinois SERIES 6235 VERTICAL DRY-PIT PUMP CLOSE COUPLED NON-CLOG PUMP (OUTLINE DWG. NO. 95990 B) DISCHARGE WITH STANDARD GAUGE TAP ONE SIDE 1/4"N.P,T. 12S LB,FLANGE 6 SLOTTED RIGHT HAND LEFT HAND PRIMING TAPS BOTH SIDES Hp LES. POS. 7 POS.6 POS.E POS. 7 N.P.T. --.I POS.6 - ���.: POS.6 SEAL BOX GRAIN 3/4"N.P.T. X POS, 1 _ ' GAUGE TAP ONE SIDE ( POS.S POS. 5 1µ•'N.P.T. , 1 ►O5,{ POS.2 POS.3 POS.3f POS.1 ` I E Z NOTE: DISCHARGE IN POSITION NO, 1 FURNISHED AS `' »I STANDARD OTHER POSITIONS AVAILABLE FROM I I FACTOR WHEN SPECIFIED. A E �6 HOLES 1 1/1"DIA. SUCTION WITHS STANDARD V A� LB.FLANGE 8.SLOTTED HOLES. OVERHEAD CLEARANCE` '" REGUIREO TO DISMANTLEL-4AB PUMP. FRAME AB L P 1200 R 6,M. 1800 RV.M.MOTOR CONDUIT BOX 1 112 182 TCV 7114 I81/2 10112 2 S I81 TCV 71/1 191/2 101/2 C3 71/2 213 TCV 91,a 20510 It 112 5 10 215 TCV 9118 221/a 12112 7112 15 256 TCV 10111 211/0 16 0 20 256 TCV to]IS 281/8 16 IS 25 286 TCV 121/8 30114 16 CASING HANDHOLE —�1 20 30 286 TCV 121/8 301/1 16 25 10 326 TCV 13 IS 341/4 16718 SEAL BOX IJATER 30 so 326 TCV 13 1(8 311/1 18 719 FILTER. YCP VS J! VD LG VY SUCTION F.LSOW V X HANDHOLE. NOTE: MOTOR DIMENSIONS ARE NEMA MAX. HIGH PRESSURE CLEAN FOR A GIVEN FRAME. GX FLANGE OVER HANG OUT.2"N.P.T.OPTIONAL PUMP Ms. SUC 150L A CP E G GX VO VS VX VY X 2 H QIO t tL31, 28 8 i/t I/8 — IB I/2 12 3/1 13114 11 112 !0 7 7/C 9 6310 1 6 29 8 I/1 7/8 7/8 IB 1/2 12 1!1 IJ i/1 16 10 7 7/8 8 1 1 29 81/1 //8 181/2 123/1 111// 111/291 6 28 8 V/ 7/8 718 181/2 123// 11 i// N 12 96312 5 6 289/16 allt 718 — loll/16 13 161/2 11 11 99/16 8 6312 6 6 289/11 81/t 778 t 1811rt6 13 26112 10 13 99/16 Pion 71 CLVW Pump Division Clow Yeomans ( Coorporation Morose Park, Illinois SERIES 6235 CLOSE COI ED PUMP ( SECTION G. N 5987 8) c 1'' 41- W,T n IYp[, ;. C.I.SC11[w.W,[M.11 CAP U.K. w,f» Fill LUd GASKET 1 VOLUTE4. LL[R \y r/ N CAr.SCREW,NUT&WASHtP OP." 31 r 4 U RT J .L[.LU4 LI CAP.W 101 .I W1WAM • 13 — 30 I NAn M v[n 43 95 S} wAik 42 121 • i ur '[[w�wA Mu 123 122 120 126 125 127 • w nla IN I FLAT.9^9 4A Mlftlg KM9W 124 19 1292269 ii ui[SANI A A 24 130 o.INcak 128 u1 se,.L I[ R 52 56Y I\ 113 CAI HPEWI WA}M[R r 1 S V�.�VU WASH 25 20— 1 TUUNG TING STGAI MT 27 Il V 4 I IN } V.', V INK 51 4"' y� • ISI r r��vc 62 24 *63 FURNISHED AT EXTRA COST, WHEN 80 26 SPECIFIED. 38-- 81 37 36 35 40 34 39 93 131 nac. 1 m SPECIFICATIONS GLOW CLOW/YESERIESDRY PIT PUMP 6000 MODEL: 4312 - SERIES 6235 MARKS: 1(f .SIC _ DATE: MARCH 11, i9R5 JOB NAME: HONEY CREEK CUSTOMER: H.D. FOWLER _\ LOCATION: WASHINGTON P.O. NO. : CLOW 5.0. NO. : 26235 QTY._2 OTATION:(1)RH-(1)L.H. PO$,.• NO. : J DU•TY/ 500 GPM @ 126 FT. TDH - DESIGN OP. SPEED: 1760 RPM SWXZ35 W/125N R.F. FLG. - 4 DISCHAR E W/1254 R.F. FLG. - 3 " DIA.-SOLIDS TYPE: - VERTICAL CLOSE COUPLED [] 6150 - HORIZ. FLEXIBLE COUPLED ❑ 6250 - VERTICAL LINE SHAFT DRIVEN 6260 - VERT. FLEXIBLE COUPLED PUMP MATERIALS AND CONSTRUCTION CASING:' LX1 C. I. ASTM A48 CL.30 ❑ W/HANDHOLE IMPELLER: XX C I . AS1M A48 CL.30 ❑ SAE 40 BRZ_ ❑ WEARING RINGS: XIX ✓13% CHROME STEEL IMPELLER 400 BHN gX ✓ 17% CHROME STEEL. (X SUCTION 450 BHN SUCTION: ❑ ELBOW ❑ NOZZLE - W'/ CLEANOUT - C.I . ASTM A48 CL.30 BEARING HOUSING: C. I. ASTM A48 CL.30 WITH B-10 MINIMUM LIFE OF 40,000 HOUR, HEAVY DUTY BALL OR ROLLER XX GREASE ❑ OIL LUBRICATED SHAFT BEARINGS. ' PUMP SHAFT C1141 Steel SHAFT SLEEVE: [B 13% CHROME STL. —_ - 425-450 BHN ❑ S.S. 316 ❑ SAE 660 BRONZE _.SEALING: GRAPHITE ASBESTOS PACKING WITH ❑ C. I. fj_�j BRZ. - SPLIT GLAND &JEFLON RING [] DOUBLE MECHANICAL SEAL W/CARBON & CERAMIC FACE, BUNA-N BELLOWS AND STAIN- LESS STEEL METAL PARTS. SEAL/ST !FFING BOX: C.I . ASTM m48 CL.30 ❑ WATER BOX LUBRICATION: L^9 GREASE ❑ FLOW THRU WATER [D DEAD END BY ❑ OIL BY PUMP BASE AND MOTOR SUPPORT: FABRICATED STEEL FABRICATED STEEL BASEPLATL` ❑ PL8IN ❑ DRIP RIM WATER SLINGER: NEOPRENE *NOTE: PLEASE NOTIFY US OF POSITION OF QISCHARGE.' COUPLING: fLEXIQLE ❑ GUARD LINE SHAFTING: 4 ❑, GUARD PAINTING FINISH: fn MFR'S. STANDARD ❑ CL0 CLOW S.O. NO. 262358 760 MOT OP.: _324ISY- FR. 40 HP 1� RPM ❑ HORIZ. VERT. (X ODP ❑ TEFC ❑ TCNV ❑ TEXP CLASS B INSULATION W/ 1.15 SERVICE FACTOR @ 40 aC AMB. NAMEPLATE: 460 VOLT 3 PH. 60 HZ. FEATURES/MODIFICATIONS: CONTROLS: SHOP TESTING: ® HYDRO AT i s x S.O.H. _ ❑ WITNESSED ❑ CERTIFIED PERF. (IN ACC. WITH H.I .; ❑ NON-WITNESSED ADDITIONAL EQUIPMENT: SPARE PANTS: r. MAR 14 HAMIAUND, COLLIER & N1AUE DAKOTA PUMP Water 6 Sewerage Handling Equ!pment SUBMITTAL DATA FOR VACUUM PRIMING SYSTEM DAKOTA PUMP INC. Riverside Rd. interchange 1-" P. O. Box 947 Mitchell, S. 0. 57301 Phone 605, "6-6636 , Vacuum Pumps OiLLESS models from 1 3 to 10 5 ctm,up to 28 5 Hg More cfm per horsepower. Our piston pumps are designed so they maintain rated tWDEX TO PISTON VACUUM PUMPS MNRr CFM FREE AIR AT Mu We performance as they get older.When the piston rings a.wYe NC.M NBI .F.e,Ne, begin to wear with use,Gast"s exclusive lap joint lets 'w;" !n 10 Ne m Ns C.m I.le. them expand to block air leaks between the piston and vie so +3 ab 3s rs v 75 rings.A stainless stee!seal prevents joint leakage from 1VAF him 1 a So 35 z7 s 2 zti behind and below the ring v9e so 75 155 io i7s 7s p 1VSF MM 30 1.25 55 n5 ns 29 Lab tests show that,size for size,oL piston pumps ryaF MM 32 zoo ao rr s rs deliver higher vacuum and flow per horsepower than `VSF _MM '0 21R1 ao 2e5 zeKM other makes. So very often,a small Gast unit can re lace vco so 40 200 +3o n s 27 5 a bigger pump,and save you money p AvcF MM so 3/s ,3s n s n s e+ SVSF _ MM 625 775 15p 205 295 _32 SVOF -MM 105 65 2a0 27.5 275 32 Corrosion nw�ttant. All critical internal workings and the housing resist 'Aae'um data correetedto 29.9T tt0 corrosion. The pistons,cylinders and cv!inder heads are standard barometer. aluminum.A corrosion-resistant valve design helps maintain pump efficiency by preventing foreign particles from lodging on valve seats. Motor-mounted or separate drive Motor-mounted models are built directly on the output shaft of the mots.They re lightweight. compact. and designed to fit i Ito tight spots Separate-drive models car be operated in a variety of ways with AC or DC or special motors,gasoline engines, or wilh an existing power source Speed can be varied from 1,000 to 2,000 rpm by changing the size of the drive pulley. Q Underwriters Lst>dratOnss.Im.Listed Gwde MEGR Pcwernp.reled Pump. NPUAS. A.ryW M }Llv0 w 11.8 Hr«.%M.0 ui_ Mw 6. wn«y4 ylw,..nr1 wx.ywY w�Y I N«A YwI tl:KA YMEMD- 1. YA\YKnI.uN YYY\,,wFwln.11 SY W i- :♦ WTaFFT 1'«. n, w„ (4) — y — ! FERIET MOWI R aR++ VAB-10 (On-less Separete0n,e[ INCLUDES CFM FREE W AT �v•c • Single Cylinder �MK+.."It x.:n� Yy, t • Fan Pulley(CW rotation facing 4 •° shaft end) `, Ik 3 64 • Muffler Mo RECOMMENDED 10,111+o E! 4M • Vacuum Relief Vaive AA840A • Vacuum Gauge AA640 • Repair Kit K264 3 - [ 'h YPiK - 'fY - f- 3 Y- rN 1Y - SLOT p Model 1 V.AF-10-M100X IOibless Motor MDUMeOI INCLUDES CFM FREE AIR AT MAX • Single Cylinder (K .v I : wrr • Thermal Protection $ : y Q {, g • Muffler Mr• 1 $ j 4 ! L •e RECOMMENDED r•tF-+oMrmrr +! •! l! v 1! tT.! rr.! r+sAl �ti r� a • Vacuum Relief Valve AA840A • VaCUU1n^auge AA640 • Repair KitK265 PRIMING • . • L JNIT TO VACUUM PUMP ov RING POLY 'jLjjbjNr. 1 ' t 1FLOAT �ICONTROL HOUSING 1� RETAINING WIRE "a BOLI . � t STAND PIPE 1 pMr • XTION r•- 0 Jacuzzi -` --Jut CN-Rt 1 T44"N w4 iK i r t� . r• E po-Cornell Pump Company c ' ' jl1j/QFON/C// • DIVISION or Roper Industries, Inc. (Ohio) ;;� .-e. -f'•�. 420 EAST THIRD STREET. PIDUA. 0.U0 4S3S6 — f LIQUID LEVEL, CONTROLS FOR MODkL NYSE PMOOEL4761E SUBMERSIBLE NON-CLOG PUMPS fDESCRIPTION: Individual mercury float switches provide a sir. 'e dependable method of controlling pump on and off j operation as well as other alarm and control functions. Simplex pump systems require two units, On and off. f WINDED STRAP MOUNTED Duplex pump systems require three units; (in, off and i MEL4TSE MODE.416F. emergency. These units function as pil•)t devices to �1 control magnetic starters, contactors, relays or control panels which start and stop the pumps. l �i• MODELS: S spended Model 475E is normally used in tanks or _ -a' sumps 48" I.D. and larger, It is suspended from a „\ \__J I \ mounting bar or tank c.,ver. The weight a,tectied to the cable prevents it from floating on the liquid surface. Operating levels are easi'y adjusted by raising or ing the cable. Strap mounted Model 476E is normally used where OPi space will not permit the suspended arrangement. ThP _ cable is attached to a plastic Wrap that can be fastened TYPICAL INSTALLATIONS to any pipe size from %" to 4". Standard cable length is 20 Ft. OII:Arf,C EIYlrE11--� t! ll ll r , - - -t - - - � RATINGS: �— All models are for pilot duty and rated 4.5 amps at 115 VAC, and 2.25 amp! at 230 VAC. Maximum operating °i temperature is 160'F. Switch closes on liquid rise. \ 1 � .. T2 CONSTRUCTION: A mercury switch with molybdenum contacts is "Paled in the double walled float which is made Of a tough, µ+ hard, rigid plastic that is virtuallyEcompletely resistant YOTM _ l to attack by inorganic salt solutions, alkalis and mineral acids. The electrical cable is extra flexible two conductor with neoprene jacket. Strap mounted Model EA1TM TYP;CAL WIRING DIAGRAM 476E has a rw-'sable plastir, strap. Suspended Model ONE PUMP.230"3 PHASE 475E b3s a lied weight L.GNETIC STARTER TWO MERCURY FLOAT SWITC1/ES ° A. R. 1h 8 Flea w..a,, a Ak.&1 C. X,w.ini R.rway.sblt tap Motor F. Vpely 4%,h.,n {+ %mm. ?r.4p Gv..,..., PIP � �ao� �cPs•.u.) ,Ev ru;e�r-l-lC OCX d %OD UM PRIME DETAIL a rla+.sv,TIPJ Iw ltAYION - `���•, _ , . xdf !xM^A j'r;^ to f 11 rY rOSEL E 4 MDIITA sIeEGO w r Mj S.- Mrs alxKrMM4 AYIYIIHOL 4SD11ll Yaa la0 I •�:-' • Y...1 FGVLi[4N CD'0a ' 4 rl1lCTrr—_ O aVC Pr6 �Ydlpa� �L�w D.i.POIE rdYL,itaW,Me eELaw� \ • •� •.� G.SK[( D g Trvlcn� N Q• 1 x»t. TYPICI•L Pyc.plp CC, < TION 4 ' �Orl♦^a^ D.I.M C4N TION 3� - I•j .� a e :L . SCALE:1paE / ♦ / jI / L n or s✓.e ` i•> a>DII wa HOLOLK IAOY•dW� 1 L Q. \/yree^ If'O'•IG-O"CdfrnElE !LA!-4•TMKK E \\s IN G,LTaICAI N,1A' K4[LAv JIEW y� 4rtO r11! S T< MYrol pf.•N W[aAyJ �� %Alt ' N••I.D' it >w n1Ol sLtlOLlalItEAH IfYEYE. n•L!1.r r rlrL ! a ! /� ` •Dtd IMrf nnr frlr p uaY ' • � ,IOfTL°us`UPE'�°LG� .•"Wit a•urY 1 { TOP fY K ID_21> AD GCII✓+'•ED IIDCA lVasLC.J6 f' 0' 1'lom WYIRLLLIr rYllr I 1 fir[ [ RW E�<Lv L x •YEYµpLy�I --- y (ayglygwtil,T.--=•-.+J V {•......m M fo ,C M CWcalr[ A/ r L r Iilrlalr a•ILw aw9 ( aIK• -0.1.n1L � .lr �- b s f" e'MYIM rnwre rrA _ _ \ —1'-O'IIIICKW[D •r—Q �Aa+.� I EDD<IT'IIICAL) I: ' 11 i0 rMIi 1 IKMfKO[O�ONf -4R Lrt Y/EYYI fl/l r LIIY YN fr ELM Yu[Atl aeea(♦made) n _ LaE!+IGx v - - _ { ! 0.1.fr11P a1N Y/<IRYIIt I fV! �— l�MTj CAEq T-- IIIVVVANN/'"" J .ry ,'0.1.ENYSYI tM1Ye M.MI(0 t0. la a 10YLI Nr nf[n11111E � (KMV In S x l </� ryA ..UU ffdlb Mf ISf.4L1.14x.1 E O IyP ! F ��I (' Il. .N' LMn.IMMIM A9MRIL. ndt n p dilr III. IN M MIw f W u V v N,d dia FM wtlslpe q dID O. WLn[E lar. td t0 RLT flf(. L'Y' h I •f IPM1 ,wto win-,LY>1D311a r'1 IL'1 L' L E'rllarl n1,,0110 L[nxr IOEt n/rn IEIE[I r tE1k• 'm I Latl.Y.R Le "M•t M•rPlaf. v se.^Ir n. ISLD 'U. /tr y AlllO I,T ," fM ""nr1 mom, A (/L/Y -.}IyLryf ry 16IY1 M<IY1 Lira \1[ •!U f�•, •MMw frYDlml M rccY[te fdWet en 14 t0 erlW.9Rl• . .yJ[WM.Sn 0(lul.WV I'¢w`di A'a[lore Gn tir >rwD lx e<LD7 alAn IILra •D1.1 LW IEKLILAaM LVIM G CITY OF R[NTON ��}1��y.* • ear AaTMUT r•�lreuc rWWa• IIY.D W!r WELL OLITLOM a/v N�r ylfi.L � + •lINAOR KIND{YAT M •ECTION z !\ IV X•YL M•?� wAMMOND COL E^a wxD( uv Ncs-or+r r' p' �----- ASSOCIATES I.0 JAl �y 1 '.�A1 i i may . FOG TITE METER .SFAL CO. I o Meter Box d$i,`W Marginal Way, S000lo, Wash. 111h X ini2 HINGES 7 X 7 DIAMOND PLATE DOOR a5:8' UFT iNG Ih>EPTS COVER NO. 7655t—� WT, 1,125185. is »LO:K 4 UNISTRUTS 24"LONG 11 EACH SIDE) VP LT NO.76637, 47'1 42" � I 3.0.• WT_ 2.300 LBS, � 3tir� y i i 7 X 2'GRATE VENT X 7 GRATE VENT PLATODOORIAMO SOLIDCOVER OOVEF� ;6656 COVER NO.76F48 WT.1.125 I SS. '860 Lam' COVER NO. 16619 COVER NO.76650 WT.C'0 L6S. INT. 1,350 L65, OPTIONAL COVERS �� Ow SION OF l pudk In<4rrwtlotrol PIP4 A Enq~,,,9, Inc. VAULT— _ ' Y' X 4'•O" X 3-B" uona vean gran VAMM (Ta, ena)4MOUG•IS4attgt 623-7712• ,Pantanl 255-1521 Papa 25.0 HINGES I —I — I - -� — - — - LIFT MANGLES — — -- — _ Sn LOCK _ — COVER WITH ADJ.FRAME - 222 Los. - - y 2r./ f 27' 62 1 2 12' ,0.. 6.. VAULT 25-TA 1 SS2 LSS. 70" Koh W s rc9ulac� ^ ,OSICM O• SPLICING VAULT �UP P*cfic Intenononul PIP* S Engmeenng. Inc 25-TA -,coma .Yasmne+om 27" X 62 1/2" X 30" •sun —^ �Tacomai J'S-d988• Se•me, 627•"12•,Ramom 255•+52+ ,age 52.0 1r aj. f LIFT HOLE - LOCKING LUGS -- S)IW*DIAMOND PLATE DOOR 7.. 22' I \\4 tt , I 1f3m. i JUNCTION BOX W/COVER NO.1206H WF, 15R LB& 1.3N" �I 1 17' I \ 1 I 1 It \y L 1L3R^ 133/E" RISER NO,J20B.R 1 31�" WT. 1><)LBS. 1 � Li, B p ( 1 OF JUNCTION BOX AND RISER Q[r' POUtl( InNmotlonol PIP* 1 Erne ng, Int. 17" X 22" X 12' J20 TYPE B Tacon•a Nasnmylnn rAULTa (TACOMA)475-BBB$•,Seattle,623-7772-,Renton) 255.1521 Page 13.0 i ---- --- VOW Pipe Subsidiary of Tyler Corporation FLANGED FITTINGS SAMPLE SPECIFICATION CAST IRON FLANGED FITTINGS shall be made in strict accordance with ANSI/AWWA Cl 10 and ANSI I Specifications 816.1 (125k.). They shall conform to all details and dimensions published therein. ' Dimensions O Wmensbm-lnchea NoeJMI DIM.of Q f soft hale Number(.� Pipe flu Bolt4n Rain en aw L ilee ReN niiiii EC. i h O D Circle Thki .s no T Dlenater ei 1 Y. O 0 2 6 4.75 .62 .75 1 %x 2 3 7.5 6 .75 .75 4 %x 26 4 9 7.5 .94 .75 6 %x3 6 11 9.5 1.00 .875 8 % x V/s i 8 13.5 11.75 1.12 .875 8 % x 3% I I 10 16 14,25 1.19 l.oD 12 %x 4 -0. 12 19 17 1.25 1.00 12 %x 4 14 21 18.75 1.38 1.125 12 1 x 41/2 T 16 23.5 21.25 1." 1.125 16 1 x 4'h fI t 18 25 22.75 1.56 1.25 16 1X x 5 T 20 27.5 25 1.69 1.25 20 1%x 5 24 _ 32 29.5 1.88 1.375 20 1%x SK 30 38.75 36 2.12 1.375 28 1 Y. x 6% ' 36 46 42.75 2.38 1.625 311 1'6 x 7 Note: Drilling templates are in multiples of four, so that fittlr3s moy be BENDS made to faca in any quarter. Bolt holes shall straddle the center lira. j CT 1/4 tend("0) 1/8 Bend (45') 1/16 Bend(22'/.') 1/32 Bend (11'/.') S•700 5.705 5.709 5.711 flan Wnanslens Wt. size Dim.n.lon. _Wt._ Size Irnens A• WI flu wens A• W1. R A R A -_ 2 3 4.5 14 2 2." 2.5 12 2 5.03 2.5 11 Z 10.15 2.5 11 3 4 5.5 26 3 3.62 3 20 3 7.S6 3 20 3 15.25 3 20 4 4.5 6.5 45 4 4.81 4 40 4 10.06 4 40 4 20.31 4 40 ♦ 6 B 65 6 7.2S S SS 6 15.06 S SS ♦ 23.5 S SS JS 8 8.44 5.5 90 8 17.62 5.5 90 8 35.5 5.5 90 g 7 q 1 10 9 I1 15 le 10.11111 6.5 130 10 22.62 6.5 13S 10 45.69 6.5 13S 12 lU 12 235 12 13.25 7.5 195 12 27.67 7.5 205 12 55.81 7.5 205 14 11.S `4 330 14 12.06 7.5 245 11 25.12 7.S 250 11 50.75 7.5_25-5 16 12.5 •5 430 16 13.25 8 315 16 27.62 8 325 16 55.81 8 325 at 14 16.S S30 1s 14.5 t.S 37S 18 30.19 8.5 US 1S 60.04 8.5 395 20 15.5 18 685 20 16.88 0.5 485 20 35.19 9.5 505 20 71.06 9.5 505 24 1t.S 22 lots 24 18.12 11 730 _ 24 37.69 11 755 24 76.12 11 76_0-- 30 21.5 25 1755 30 27.75 15 1335 30 57.81 15 1385 30 116.75 IS 1395 36 24.5 28 26" 36 35 It VSS 36 72.tt is 223S 36 147.25 18 22SO I ANY/AWWA CI to/A21.16.ANY/AWWA C111/A21,11 3-9 81 Tyler Pips/Utiliti"Division-P.O.Ras 2027.Tyler,Texas 75710•(214)882.5511 •Telex 735410 _-_ Subsidiary of MECHANICAL JOINT DIMENSIONS lyler Corporation SAMPLE SPECIFICA1ION 2" THRU 36' MErHANICAL JOINT FITTINGS shall be grey iron, class 250 where applicable, and shall be produced in strict accordance with AWWA Specifications C110-77, CIII-72 and Federal Specifications WW-P-421c and shall con!orrn to details and dimensions published therein, JOINT DIMENSIONS, ACCESSORIES, WEIGHTS DIMENSIONS IN INCHES size - A c D F D X J N' K' t M N O p f V 2 2.50 2.50 3,39 3,50 2.61 28° % 4.75 6.25 6.25 .75 .62 .W .31 .tS3 .4,17 .00 3 3.96 2.50 4.1?' 4.94 :.06 28° % 6,19 7.69 7.69 .94 .62 .7S ,31 .63 .52 .12 4 4.80 2,50 5.92 6.02 4.90 28° "1 7.50 9.12 9.12 1.00 .75 .75 .31 .75 .65 .12 6 6.90 2.50 6,02 8.12 7.00 28° 'k 9,50 11.12 11.12 1.06 -N .7S .31 .75 .70 .12 8 9.05 2.50 10,17 10.27 9.15 28° 'r, 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 28e q, 14,00 16.69 16.62 1.19 1.00 ,75 .31 .75 .00 .12 12 13.20 2.50 14-32 14.44 13.30 28e s 16.25 17.94 17.88 1.25 1.00 .75 .31 .75 .85 .12 14 15.30 3.50 16.40 16.54 IS." 28' 14.75 20.31 20.23 1.31 1.25 .75 .31 ,76 ." ,12 16 17.40 3.50 18.50 18.64 17.5A 28° Is 21.00 22.56 22.50 !.38 1.31 .75 .31 75 .97 .12 14 19.50 3.50 20,60 20,74 19.64 21e '6 23.23 24.13 24,73 1.44 1.31 .75 .31 ,75 1.05 ,12 20 21.60 3.50 22.70 22.84 21.74 280 ,y .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 28e '/, 3000 31.56 31.50 1.62 1,56 .75 .31 .75 1.22 .12 30 3200 4.00 33.29 ?3 46 32.17( 2e0' 1'. 36,88 39.12 39 12 1.81 2.00 75 38 1.00 1.50 19 36 38.30 4.00 39.5^ 39.76 38.47 •00 15, A3.75 46.00 46.00 2.00 2.00 .75 .38 1.00 1.80 .17 _ -Wt.of Gland. N Bolts Bolts and M rol Sire No. s:_» LBM. Gasket,Lhs. O.D. 2 2 ', 3 3.5 2.50 M L 3 I e 3 7 3,96 W THRU 40" GLANDS r� 4 4 7• 3.1 10 4.80 MAY BE TAPERED '19 i li 6 6 % 4 16 111 _ 8 6 3. ♦ 25 9.05 10 - 1 -$ 4 30 11.10 X 12 8 ': 4 40 13.20 e S 14 10 3; /'/, 45 15.30 i6 12 4'1 55 17.40 T I8 12 4'h 65 119.50 7 K _ Y 2 20 74 4', 85 21.60 N P 24 )6 ', S 105 25.80 8 30 20 1 6 220 32.00 Kz J C F A O Kl 34 24 1 6 245 39.30 i 4• CEMENT LINING a Cement mortar lining prepared in strict accordance with ANSI A21.4. The mortar is a thorough mixture of exact propnrtionx of Portland cement, sand and water. The cement is applied by shiBed craften.e, and is cured for 24 hours before tar coating. All castings are cured in a special area to assure even drying and density. ANY , I.10(AWWA CI)0.77),ANU A21.11(AWWA CIII.72)wW Fad,spar WW.►d2lc Tyler Pipe Util;t,es Dirnlen•P.O. Bo:2027 a Tyler Texas 75710 a(2141 BB23SI I •Tele.73.5410 �o�uc WDUSTM 5a • IOU 4tn Ave S. Seetik.WA 961 3a STYLE "501" STRAIGHT AND PO Box 32,265 WA981,° TRANSITION COUPLINGS (206)624ba9i Tebx 3228787ti5 1-BOp-a2693at MATERIAL SPECIFICATIONS CENTER RINGS:Ductile(nodular)iron,meeting or exceeding ASTM A 5M 71. Yellow shop coat Nylon and epoxy coatings available END RINGS:Ductile(nodular)iron,meetng or exceeding ASTM A SW71.Color • coded RED for O.D and STO STL.BLACK and YELLOW for cast iron and NC GASKETS:Virgin SBF compounded for water and sewer service.Mee.a r 6"601 exceeds ASTM D2000 3 BA715.Other compounds evauable for oil etc COUPLING DOLTS and NUTS:High strength,low alloy steel trackhead bolts.National coarse roll thread with heavy Mx nuts,the black finish and steel used follows AW WA G11144 specifications.Threads pi otacted with plastic caps on each bolt end. _ ONE END BY OTHER END GASKET RANGE GASKET RANGE COLOR [�1_1M��H�IM APPROXIMATE COLOR bid NER APPROXIMATE CODE L`�'a" S USE X CODE tCMs1oD s I USE 2" NOMINAL PIPE SIZE _ RED 2.381 .38 2.55 Sid. St). 8 D.I. Y RED 2.38 Y.55 Std. S'1. 6 D.1. 3" NOMINAL PIPE SIZE „ --- RED 3.48 3.86 I St&SII. 3.481 .48 3,65 Std,Stl. 4" NOMINAL PIPE SIZE /1 3.80 4.05 O.D.StI. -?� 3.80 4.05 O.D.Stl. RED 4D6 4,31 Riv.Stl. RED 4.06 4.31 Riv.Stl. 4.50 4.70 Sid.Stl. _ 4.50- 4.70 Std. Stl. -] 4.80 5.00 Cast Iron X 4.80 5.00 Cast Iron BLACK 4.7a 3.10 C.I. 6 A/C M.E. BLACK 4.74 &10 C.I. &A/C M.E. 5.11 A/C R.B. 5,11 .30 YELLOW SPECIAL LARGE END RING 5.40"I,D. YELLOW SPECIAL LARGE END-ING 5.40" I.D. 6" NOMINAL PIPE SIZE _ 5.80 8.10 O.D.Stl. 5.80 8.10 O.D.Stl. I RED 6.05 6'30 Riv.Sill. RED 6.05 6.30 Riv.Stl. 6.55 8.76 Sid.Still. 6.S5 6.76 Sid.Stl. _I 6.90 7.10 Cast Iron 6.90 7.10 Cast Iron -lI BLACK 6.86 7.20 C.I. 6 A/CM.E. BLACK 6.86 7.20 C.I.8 A/C M.E. + 1 7.15� M 7.35 1 A/C R.B. _ 7.15 7.35 A/C R.B. YELLOW ' SPECIAL LARGE FAD RING 7.45" I.D. YELLOW SPECIAL LARGE END RING 7.45" I.D. 8" NOMINAL PIPE SIZE 7.60 8.10 iO.D. Stl. -' 7.80 8.10 O.O. AN RED 8 05 9.30 I Riv. Stl. RED 8.05 8.30 Riv.SII. 8°5 1171 Std.Stl. _ 8.55 5.75 Std.Stl `1 _--9.J5 9.30 Cast Iron X 9.05 9,30 Cut Iron BLACK 8,99- 9AC C.I.8,A/C M.E. � BLACK 8.99 9.40 C.I. 8 A/C M.E. 9.31 .50 A/C R.B. 9.31 .50 A/C R.8. YELLOW I SPECIAL LARGE END RING 9.70" I.D. YELLOW SPECIAL LARGE ENO RING 9.70" I.r _10" NOMINAL PIPE SIZE 9.80 10.10 A' O.D. Sit. 9.80 0.10 A' O.D. SII. RED 1070 11 00 A• Std.Stl. RED 10,70 1. A' Std.Stl. BLACK 10.89 11.40 B' Cast Iron X BLACK 10.89 1.40 ' Cast Iron 11.55 1.75 B' A/C M.E. 11.55- 1.75 8' A/C M E. YELLOW 11.80 1' .12 YELLOW •To«mmmoe«v m•wine r•�ar a ma +n•s wnm.m•ro-.n• 18 ne..,a a.xwv a..w•w _ __.. • __.. • 9/83 _ ONE END BY ETHER END _ GASKET RANGE - GA....ET MNOE COLOR I APPROXIMATE COLOR MONO I APPROXIMATE CODE US� CODE O9Y10 • USE 12" NOMINAL PIPE SIZE RED 1181 2.10 A' O.D.SO. RED 1118110 ' O.D.StL 12.65 2.05 A' Sto.SN. 12. ' Sid.Sill. BLACK 13.1 13,0 B' Cast Iron BLACK 13 ' Cast13.85 ,�4A00' A/C M.E.YELLOW 14. .40Is. A/C R.BYELLOW . 14" NOMINAL PIPE SIZE _ 14.00" PLEASE REFER TO 12") I BLACK 15.30 .70 Cast Iron \/ BLACK 15.30 .70 Cast Iron RED /6.00 .40 MC M.E.&O.D.Sll.J RED 16.00 .40 A/C M.E. &O.D.Stl. YELLOW 16.40- .SB A/C R.B. YELLOW 16.40 88 I A(C R.B. 16" NOMINAL PIPE SIZE 16'00" PLEASE REFER TO/4") i BLACK 17.40 r7.W ! Cast Iron �/ BLACK 17. .00 Cast Iron _PIED 18.00 .40 O.D.Stl. RED 18. .40 O.D.S11 YELLOW 18.45 A7 A/C M.E. 6 R.B. I YELLOW 18.45 97 A/C WE 3 R.B. 18" NOMINAL PIPE SIZE RED 18.7 10 -T RED 18.70 10 BLACK 19.1 .7G ( BLACK ♦9.10 TO YELLOW 19.7 25 1 1 YELLOW t9.70 20" NOMINAL PIPE SIZE RED 20. " 1.35 RED 20.80 .36 _ Bi-ACK 21.35 .75 X BLACK 21.35 .75 YELLOW I 21.75 25 YELLOW 21.75 I MINAL PIPE SIZE RED 17t- 1 ..,45 .85laBLACK 23.75 4.25 t J YELLOW 23.75 k4.25 24" AGMINAL PIPE SIZE BLACK �/ BLACK 25.00 _ .80 I YELLOW 26.10-- i18.3 -� x YEL' OW 1 26.10 .32 �- STYLE 501 PARTS LIST NOUN" APPROX. I CTR. Na Well DOLTSma SU afar.wT. LENGTH a"- 4" 17s 5 4 8" 6" 25 5 5 8" 8" 32 5 6 6" 12"' A'75 Als"111.71 7 8 10'h" 14" _ 98 7 9 1 10"ii' 16" 112 7 10 10"v" 18" 1 134 7 12 101h" I _ 20" 139 112 101h" 22" 155 7 13 tOh" I 24" 220 , 10 14 14" - TO ORDER:Detantune O.D.Of pipes to be coupkid Sew,proper TRACK HEAD BOLTS wl HEAVY He X NUTS gasket range for each pipe Item Sousa mt.e Insert nqn range 0,each gasket,as indicated in gray Column into cataf tone one x otner end 3 9 Y �number se l rough ba SOt % X 10h" EXAMPLE:to couple♦ O.D steel and 4"ABC rough bane..utaiup number is SOt ISOS x 530I 19 9183 Parts and pieces not shown& Stainless Steel Bolts& Nuts P.O.A. *seep 18 to,explanation Approval of Material Sources and Related '_S-296 4 II led &H Gate Vao ves Styles 67& 68 AWWA Double Disc-Parallel Seat 1 2" to 12" — 200 PSI Working Pressure 400 PSI Hydrostatic Test 14" to 42" — 150 PSI Working Pressure 300 PSI Hydrostatic Test !� �n '� � � �►a all � � . Lll�i 0IMp/f10Nf IN INCN6f TKOoft pPa%a ! - �19% l 1 N I % I ll'n 15% 16% 16% 17% 2514 - 28% BR %% Pass - 19% 19% 21% 2 % %+25N t '/�. li''36% Depth x % % 4 % % 4 4 4 4 4% 4% 5 NUD - 4, .b 11,f0 1 . 14 16A ILBO 26. 7.� 3. .10 J6S1 Unlith-No6 -Pas% fe 4% 4% `A % % % 5% % % % 1% % 26% o nP afs - - - - - - - - -11A its lit 15 lie as - - - - - - - 17 l % 21% 20% 2i% 2jM`31% vw hrcanass % 1N % 'N IN 3K I% I% )% I% vy. 1%'�A 2f♦ ?% q Mama1 1 19 1 % : 25 t2PA � sK 53 Crcle Dta"W 4% % 6 7% il% 111 1 11% 2tu 1 22% 2 M14 t �2K S9n l umoer and Dismetar of otte 4N 4-% N N 12-%'l2-% 1 - 1 1 l 1'A M-iN- 1�0.1'A1F-1''012-1'A 36-1'n o oil Pass % b N With Pass - - - --T "-- :11 20 r2=+%�26 lj�.1fWi' 79 -7j.. I NUE Depth % - 2% % % - K 3 x -% 3% E I.D.of HuO .61 - 4A6 S. 7.00 A1�1. 1 . �1 .-10 is. 99 19.79!�1. Y Q Bolt Circle D%meter % - i3h % . VA i 11% l 1 % % M x 16 % e % 1 Number and Oiame_ter of Bolts -% e-16 4-% % % % % la 12-K -16 1 11 1 % 1 1 1% Y LaPnf Lan h-N0 a 1% t% % % 5 1 x AA n o Asasto. BB Bell Depth - - - - - G�nml - - - - - - CC Lam Lsn - - % n to nd % 1 K N ll% % I u - - j EE 8e11 Depth % - - - - - - - -Q. FF Laymf Len h )% % % % % - - nv. ac inf DIe Disc - - - - - - - - - 5 Conv.Psckinf Solid Wildlife 1P1412va 16va 17'K IN '29Y. 3N W_44NIr M N _ % N% - S "O ina Packln Double -- 'A FN6 IYN 1506 % % 29h % h 4 K % U% nte.v,lvs- op tam( oaad> 11% 1Tx 1 3rK % 3% 43161�16 N % — Z u nm vawe roP§nm(opanl 1 FK 1 % to N 31 % 1i x % L 1+ L6 re Operate Nut uan 2 Wheel Diameter % 9 1 • 1 11 2f N urnato Opin-J4R_S_`— 6% % l 2% 9% x 1% 3 % 62% % 4N % urns to Open-O56V 1 1 9 113 J7 1 ZI 125 �2934 NOSE-. Gate valve%for use*1th 2'A'Mechanical Joint Pipe(not listad)Csn be supiI 2'.2%.14'and l6'are not recolinued by AW W A See Forms 676-5 and and 676-6 for Pans List. dmd `-=� «... �......�-- w:.:a... n.. �,.w,.....�. r... a-n{.Mn Nnanenn• MNM A71 9 M & H GateV dive Parts Style 67 AWWA NRS ' Iron Body, Bronze Mounted, Double Disc, Parallel Seat 2" to 12"-200 PSI Working Pressure-400 PSI Hydrostatic Test 14" to 42"-150 PSI Working Pressure-300 PSI Hydrostatic Test Party List Part Papt Re. Material' Fee Double Disc i Stem I Mange —" — —` N. nese r• ��/ �an Bronze Body 1 Cast Iron Seat 3 Seal Plate Steel R Bolts and c� O Nuts L 211 4 Body Ring 2 Bronze 5 Operating 1 Cast Iron Nut NNpN'� Cm ��, 6 Bonnet 1 Cast Iron 1 '0".Ring I Cast Iron Seal Plate \ Oa \ 8 "0" Rings 2 Rubber \ e�� s 9 Slat Plate 1 ASbeatU Gasket �^� - �• ,'�'� •-���� 12 Sonnet 1 Asbestos G Gasksket � 14 Body — Steel "t Bonnet / �II �„ Bats and ��111 Nuts i y � 15 Stem Nut 1 Bronze I `✓,l 16 Spreader 2 Bronze ON 17 Disc 2 21A" ano under ,_ry!`E Bronze mm�� over Iron ron with Style 67.01 Non-Rising Stem with Bronze I Ring 16 Locknut or 1 Steel Mechanical Joint Ends L�kscrew End Connections Accessories Style Numbers, NRS y F`"m'6764 za By PJS5e5 F'v+;a161 :4 SQUN.Bottom Form 67632 s, s Mora Operated Fmm 6'623 Floor Stands Fams 4764. 5 67 01 Mechanical Joint Ends Edenswn Stems Fo,m 476 3 Clean ours Form 6'6.26 67-02 Flanged Ends Chain Wh"is Form 67646 67.03 PVC Ends Rotors. Trues and Soapers Form 67625 !nd,caiNs Form 67424 67�04 Asbestos Cement Ends 67.07 Screwed Ends 67.08 Concrete Pipe Nub Ends 67-09 Hub Ends 67.10 One End Hub. One End Flanged 67.11 One End Flanged, One End Mechanical Joint dmd V Dresser Manutacturing Division Dresser Induslnes Inc. Anniston OtaereBen; FORM 676-5 Styles 59, 159& 259 Dre,sser M&H Check !Valves Iron Body, Bronze Mounted, Full Opening attle M.wtf3 u,ae02.aallw F ; 0 ---_ t ' If G. Style S9-07 Screwed End Style$9.02 Flanged End Style 259.02 Flanged End Style 59-02- FlartgW and Pean. -t P r~ \ $--a1 _ .. 0 P .� r---.r-i--: -J �0'BOITS -... I. .-. ' . Y L I I N NI �l 10- Style S9.01 Mechanical Joint End Style 159-02 Flanged End fade 15542-Flangad and yllh Ee'•N !M t1l 4J'M- -� DIMENSIONS IN INCHES D End • nd- rpvred o � u .,% l '� .>. - E Enc ..+End-Flanged 8 10 10'. I3 15 ' it 19 ' 22 2b to ib $6'h 37µ 44 Aw, F Flange ThiCkneSS µ "� % 'F. 'h. I 1'h Pv 1V. 1% lh. 1!s. 1"ti I% 2$ G Flange Diameter 6 7 7'h 9 10 11 13ri 16 19 :1 23y, 25 27'h 32 38% H Bolt Circle 4% 5v, 6 Th " 9lh 11% 1414 11 18% 21',4 22% 15 29'h 36 J Number and Diameter of Flange Bolts 4-µ 4-% 4-% 8-% 9-% 8 % 8-% 12-% 12-% 12-1 16-1 16-1% 20-1'A 20-111. 28-1-A K End to End-Mechanical Jomt 91/, - 131h 16V. 18 22'h 24% 28% WA 34% 35'h %'A - - L I D.of Hub-Mechanical Jo-I 2 80 405 5.00 - Z09 9.20 11.20 13.40 15.59 17.69 19.64 21.74 - - M- Depth Hub-Mechancal Jourt 2'h 2',r 2V 21h 2!4 2Yr 211, 1'h 3", PA 3f5 - - N Bolt Circle-Mechanical Joint 4% P. 7., - 91h 11% 14 161,4 18% 21 23'% 25V, - - O Number and Diameter T Head Bolts 2-% 4-µ 4-% 6-% 6-% 8-% 8-% 10-% 12-14 12-% 14-% - - P Diameter of Cover 6!A 6% 7% 9'A 10% 12W 14% 19 21 231h 271h 271A 32 38% 431A Q Center Valve-Top Cover - $'A 6 6'A 7% i., 10 1214 1 141a 16% 1 19% 23 25 24'A 28 32'A ever and pang Center Valve-End Hinge i� % '4 Lever and Weight ' Venter Valve-Uuts�de Weight tt, 'µ 'h is 11"4 A µ17 19-4 21. µ INV, % ' T Center Valve to End of I lever wrtn Valve Open 7v, - 10% IS - 16'h 20 2Th 3l 3214 FORM 677-B2 Styles 59, 159, 259 & 259-(0200) Dresser M&H Check Valve Parts Iron Body, Bronze Mounted, Full Opening Bronze Faced 2"to 12"-175 PSI Water Working Pressure- 350 PSI Hydrostatic Test 14"to30"-•150 PSI Water Working Pressure-300 PSI Hydrostatic Test SNUASTYLE IBt.HS, ©RONLI. Lill,, f ni Sl i I Slvlo Number type 1L9-0J Lever and Weight till ,.•.I o 259,02 Lever and Spring Bronze Flanged r 5907 Pram Bronze Screwed 59-02 Plain Bronze Flanged 59.09 Plain Bronze Nub 1 59-01 Plain Bronze Mechan,ca. l Joint J 2 5 n t 22 .e 21 I ry Z. 23 Bronze Faced Check Valves Bronze Faced Check Valves Bronze Faced Check Valves 2 through 4 5 through 14 16 through 30 Parts List 1 Parts List Parts List Part Re. I Part He Part Re No. Part Q'd. Material No. Part .I'd. Matenal No. Part q'd. Matenal 1 Body I Cast Iron I Body I Cast Iron I Body l Cast Iron Z Cover I Cast Iron Cover 1 Cast Iron 2 Cover 1 Cast Iron 3 9ody Ring I Bronze 3 Body Rmg i Bronze 3 Body RmR I Bronze 4 Clapper I Bronje 4 Clapper I Cast Iran- 4 Clapper 1 Cast Iron 5 Clapper Arm 1 Bronze Brz. Faced Brz. Faced ' Clapper Nut 1 Bronze 5 Clapper Arm I Bronze , Clapper Arm t Steel 8 Hinge Pin I Stainless Steel 7 Clapper Nut I Bronze • Capscrew Val. Steel 9 Side Plug 2 Bronze 8 Hinge Pin 1 Stainless Steel 6 Hinge Pin 1 Stainless Steel 10 Cover Bolt Vat. Steel 9 Side Plug 2 Bronze 10 Cover Bolt Vat. Steel and Nut 10 Cover Bolt Var. Steel and Nut 11 Cover Gasket 1 Asbestos and Nut It Cove, Gasket 1 Asbestos 14 Side Plug 2 Copper 11 Cower Gasket 1 Asbestos 19 Gland 2 Cast Iron- Gasket Asbestos 13 Clapper Bolt 1 Cooper Brz. Bushed :5 Cotter Pin I Bronze Gasl.et Asbestos 20 Gland Stud 4 Steel 14 Side Plug 2 Cropper and Nut Gas'Set Asbestos 21 Clapper Cap I Cast Iron .'2 Clapper Bolt l Bronze Plate 25 Cot;er Pin 1 Bronze J Lock Wire 1 Steel 27 Packing Vac Lvbncated Fla, I FORM 877-B4 RED WHITE ' TOYO ronze globe valves RED WHITES 210 GLOBE VALVE -s esbecnauy recommended tot lreduent usage in domestic water and gas Imes, offering ample strength Intl nurability for low pressure installation This screwed end bronze globe valve has a rising stem and inserted sonnet with swivel type metal CSC Available in 9 sizes from�,'to 3 Constructed Of 85.5-56 Bronze.ASTM 862 Stem material of Ours stem orking pressure non-shock(PSO 'aturated steam 100 Fold water. oil. gas 150 Hydrostatk test pressure(PSI) ' Shen 225 ° 46" Deal '75 C ' _. -� -� (} n e Figure a210 100a W SP. 150e WOG. BRONT_E DISC; SWIVEL TYPE. INSERTED BONNF I. SCREWED ENDS Slsa #` 1/1 IA 1" 1W' _1119 _2' 2v. 9 A ' '•, 2 21., :, 3 3% 311, 4% 5% 8 a,. 3., 1% 1., 4", 5.., 6% 7%, qy. C 2%,. 2% 2', 21. 3'. 3*. 3'4. 4w 4"v RED-WHITE'S 211 and 212 GLOBE VALVES are recommended for reliable, sustained general service on steam. water, Oii,or gas lines for commercial or industrial ;rpphcabon These screwed a^d and coovil comer braze globe valves have a rising stern and nse led bonnet wren swivel type metal disc. 211 available in 10 saes from to 3' 212 available in 4 sizes from', to 1' Constructed of 85.5-5 5 Bronze. ASTM B62 Stem material of Ours stem Working pressure non-shock(PSI) Sauiraied steam '25 Cold valet. 01 gas 200 Hydrostatic test pressure(PSI) Shen 3no Seat 200 a lip ft Sfl1 _ Fig,i212 , Figure F21/ 1250 W.S.P., Mf W.O.G., INSERTED BONNET. BRONZE DISC, SWIVEL TYPE. SCREWED ENDS Slag ik' % V, 4.• 1' I 2' 2%' 3 A 11( 11%, 2% 2!1. 3 3% 3'X. 4% 5%. 5' , B 3 3% Al 4,y„ 5% S'%. ON4 1% A 97. C 1% 2y,. 24 2% 3% 3%, 3-% 4% 4% 51:, Figure 0212 1250 W.S.P..200e W.O.G.. INSERTED BONNET. BRONZE DISC,SWIVEL TYPE.SOLDER ENDS' size % V! µ' 1' A 2%. 214. 33 3"1, B 3% 311, 4k, 5',. C 24 2,4 2' 3. 14 1 N■f■■■■.••■•f f■■ .•■•■....................................... �........names Smrms m\r\re\\." 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Model 825Y Redu -3d Pressure Tile elementary yet efficient design of Backflow Prevention Device oeModnintheharshel 825Y stwatees meet ' operation In the harshest water envl- I ` ronments ` (3/4" Thru 2") 1 Operational water tests are performed on 100%of the 825Y devices before The Model 825Y Reduced Pressure the differential relief valve will open and delivery to the field Backflow Device consists of 2 inde- maintain the proper differential •Low head loss pendently operating. center guided. Standard features of the Model 825Y spring loaded. "Y"pattern check valves Reduced Pressure Backflow Preventer •Reversible seat discs and one hydraulically dependent differ- include the'Y' body design for low •Available with air gap drain ential relief valve. The device automat- pressure loss. reliable operation and i ically reduces the pressure in the 'zone" easy serviceability. At the typically de- Model 825Y SELECT;"N CRITERIA between the check valves to at least 5 signed flow rates of 0 to 7.5 feet per •High hazard , Psi lower than the inlet pressure second the 825Y has one of the lowest •Continuous pressure If the differential between upstream head losses in the industry •Possible back pressure and the zone of the unit drops to 2 PSI. Febco publishes Flow Charts obtained See page 5 for applicable approvals Features of the Model 825Y ('-.+" thru 2") GUIDING SURFACES CHECK GUIDING SUR- CHECK VALVE CAPS HEAVY DUTY BODY OF THE CENTER STEM FACES are fixated m me thread into the valve DESIGN with th.i GUIDEDCHECKSaw relief caps If any prof body bronze caps and gate put of the water flow path 'eni is aa{Ne.enced with %arve. Resistant to darn which reduces the PO55, •hrgua.ngsudacesthey TEST COCKS are v 3ndal Iqe Tlay M chedk 1p Nrg fan ne eisv and i x rastan1 IF ^�eh ^.Wen MALE ENDS are sta i oatd to reduce thread to te,heaeays I � l • • • • • • • 95 PSI 94 PSI �••• MODULAR RELIEF THE WORKING PRES- • VALVE MECHANISM SURE RATING cn.the THE INTERNAL PRES- ••• can be lermveo as aurnt 825Y is 175 PSI Ties rat I SURE SENSING PORTS Because no special tods mg adds an additional are ❑SENSING G PORt are required.the ease d -safer,factor to help twsl ,f' " Set vtbe and repan l5 in- compensale for hrcN the clrtggvtg of the pea •4;tS sured water harrenel- e-esures sages by an and debrro �J Febco pubnshes FLOW often e.penenceu iri CHARTS obtatneo'fo, water systems NOTE The rather valve a odepandenl laborato toped I far owposas nos of abslratipn. HOW THE MODEL 825Y WORKS: OPERATION UNDER VARIOUS WATER SYSTEM CONDITIONS i Normal Flow Condition Backstphonage Flow Conchi Back Pressure Flow Condition (Both Check Valves Fouled) (Second Check valve Fouledi 7 s H. D. FOWLER COMPANY, INC. 13440 S. E. 30th STREET DUCTILE IRON PIPE FABRICATION POST OFFICE BOX 180 BELLEVUE, WASH. 98009 TECHNICAL DATA INFORMATION PHONE (206) 746-0400 DUCTILE IRON PIPE to be used for flanged piping or grooved for grooved type connectors, shall be new pipe, minimum wall thickness CL 53 per A.W.W.A.-C 151-75 or A.N.S.I.A21.51.-1975 centrifugally cast in metal cmlds, thin Cement lin-d unless otherwise specified. As a standard practice, ductile iron pipe will be furnished with cast iron flanges. Unless otherwise specifically directed by the purchaser, flanges for ductile iron pipe shall be cast iron. Flanges shall conform to the re- spective chemical and physical properties specified for gray-iron and ductile iron fittings in A.N.S.I.A21.10 or A.W.W.A. C110. And shall be faced and drilled in accordance with CL125 A.N.S.I. N.16.1-1942 - CL250 A.N.S.I. B16.6- 1944. Please note, however, that ductile iron flanges are available on an additional charge basis. :4ALL RINGS (SEEP RINGS) welded on flanged ductile iron piping shall be 1 piece mild steel rings with a minimum thickness of ," and a minimum flange of 2". A full seal fillet weld on one side is standard. FABRICATION PROCEDURE. All flanged piping shall be in strict compliance with A.N.S.I. A21.15-1975 (A.W.W.A. C115-75) . All grooved piping shall be in strict compliance with Victaulic Company of America specifications. Ductile iron piping shall be cut to approximate length and grooved broth ends (For grooved connectors) or threaded with any American standard iron pine taper thread as per specification A.N.S.I. B2.1. Flanges shall be screwed on tight with the piF.ti. ends protruding beyond the face of the flange. Bolt holes shall be aligner by mechanical means to assure perfect alignment of the two flanges. Flanges shall be machine faced after installation to assure that the pipe end is flash to face of flange and that flange faces are absolutely parallel. On Flange X Spigot end piping, spigot end shall be machine cut so that end is cut square and ?nd face of pipe is smooth and flat. Flange faces shall be painted to prevent corrosion with a thin primer coat. PUMPS SEWERAGE WATERWORKS TURF IRRIGATION M ROMAC PRICE EFFETI CVE 6/1 INDUSTRIES, INC. STYLE 400 STEEL COUPLINGS 1.161 41n Ale s Seeitle.wn 9813a PC Box 3212,Seatlle,WA90114 FOR STEEL & DI PIPE 141r-2411 O (206)624.6491 TeleX326765 1800426.9341 MATERIAL SPECIFICATIONS: Middle Rings: Beveled, flared or formed carbon steel with minimum yield of 30,000 psi. USE: To flexibly couple steel and D.I End Rings: Contoured rolled mill section carbon pipe of the same diameters. steel. End ring thickness determined by pipe O.D. and pressure rating. SPECIALS: Center ring length and Gaskets:VirgmSBR compounded for water service . thicknesses not shown; special Other compounds available. ROMAC MADE. linings and coatings desired, BOLTS and NUTS: High strength, low alloy steel diameters and pressure ratings not shown. PRICES AND trackhead bolts. National coarse roll thread with AVAILABILITY UPON REQUEST. heavy hex nuts, the black finish and steel used follows ANIYJA C-111-61 specifications. Threads protected with plastic caps on each bolt end. Paint- Romar, shorvcoat for corrosinn nrotection in transit. Style"400" Steel Couplings For Steel Pipe O.D.'s and Ductile Iron O.D:s BOLTS MAX. eND LENGTH APPROX. r ADD FOR ADD FOR NOM. OUTSIDE MIDDLE NUMBER,DIA., PSIG RING OVER- SNIP- CATALOG LIST TYPE 304 EPDXY PIPk DIAMETER RING AND WORK. O.D. ALL PING NUMBER PRICE SS N i B L A G SIZE O.D. A i B LcNGTH PRESS. (D) (L) WEIGHT 14.00 x 7 &'�e x 10'h 510 1814 11' 53 400-1400-1 $142.24 14.00 %X 7 8-i x 10'h 750 18'r, 11 80 400-1400-2 19914 14 15.30 %K7 10-%X10h 750 16'h 11" a8 400-1530-2 211.58 15.30 %xto 10-%x13'h 750 181h 14" 110 40D-1530-3 263.14 16.00 1i x7 10.111 h 440 204 11" 63 4OD-16OD-1 1699/ 16.00 Isx7 10-Is11,10% 665 20. 11" 87 400-1600-2 22•'.03 16 17.40 %x 7 10-%x10'h 665 20'h 11" 95 400-1740-2 234.70 17.40 Il x 10 10-sat13'h 665 2014 14" 120 400-1740-3 29568 0 ".x 7 10-I.1t10'h 400 2214 11" 76 400-1800-1 18669 0 %x7 10-1ax10'h 590 22'Y" 11" 97 400.180012 240.03 9-k- 0 Ili 12-1u1o'h 590 22'-N 11" 106 40[t195U-2 258.57 0 4 X 10 12-°r xt3'h 590 22"F. 14" 135 400-1950.3 371.81 0 v.x 7 12-%K1o% 360 24'n. 1t" 87 4OD-2000.1 216.92 0 %x7 12.11on0'h 535 24IN 11" 116 40D-2nOD-2 26314 0 1s x 7 12-11Xi0`h 535 21Y.. 11" 128 400-216D-2 34849 0 %x10 12-Ln13'h 535 24Y•. 14" 147 400-2160-3 435.61 0 K 7 14X.K70'h 330 26'h 11" 97 40D-2200-1 245.36 0 It x7 14-%X10'h 490 28'I'• it" 127 40D-22OD-2 350 x 7 14-?.x10'h 305 28'4 " 1004W2400.1 27915 00 +.x 7 14->Xxlo'4 450 2&•4 11'• 140 400-240D-2 37516 00 4 X 7 14-a.X10'h 450 28'. 11" 158 4pp2580-2 40361 80 +.x 10 14-°nxi3'h 450 28'• 14" 183 400-2560-3 50495 1. Ductile Iron O.D's not listed can be supplied-same price as shown for class"A" size. Order by O.D. LARGER SIZES AVAILABLE! POA Fle.,bie Couplings do not prnwde protection against posvble pullout of DIIAENSICM pope ends in unrestrained Conditions r- . -- -- TO ORDER: Determine pipe size and middle ring thickness A Sleeve wall thickness- - and length. Any special gaskets, linings, nuts shown in listing and bolts should be described in full. B Sleeve length-shown ,n nstmg EXAMPLE: You wish to couple 16" O.D. steel pipe with a D overall coupling wall thickness of ,250, Order Catalog dtameler-shown in #400-1600-1. hating L Overall coupling length-add V'to the length of Xe"diameter bolts -- _-� COUPLINGS AND FITTINGS or Grooved End Ductile/Gast Pipe A AWWA Dimensions STYLE_31 COUPLINGS Nominal'—Pipe Max.Wt. Max.End her. Delledionlrom4-t Coupling Dimensions Approx, Size D.O. Pressure Load Pipe End Per Pipe X y 7 Wt.Ea. Inches Inches PSI Lhs.' Sealn.'t Coupling InJfool Inches Los. mm IAtia h mm kgross _ r n .. 3.98 500 8.200 t 0 iSz 1'•21' O 1h 5 71,,. 50 4 iF1 4 349.000 a 04, �, �_.�. 0.21 6�, 9 21,, -0 —sefoe 44 6 6901 406 14,950 0-lr 014 8', 11 , 2it 10.0 8 9 05 ' 400 25660 0-!y; 0,-36. 0.11 11', ' 1414 2h 16.S 1t 8 10 11 10 ' 350 33850 0-5k- 0.48' 015 t3 4 16',: 2% 21.0 12 13.20 250 31.%0 u- .; 0 -41. 013 15', 191-; 2y 30.0 14 1530 200 36.700 D-s,; 0. 35. Ott tT-: 21 , 7f 39.5-� 1740 150 35.600 0-', 0.16 - 20% 241' 3'- 53.2 Au� 0 -49' - style 31 is designed with cross-ribbed 18 1950 150 -- 44.7W ' 0.1, 0--44. 0.14 225,, 26.. 3., 72.8 construction for maximum strength and high beam load capabilities. It is 0 20 21.80 150 54.9011 '- o-v, P-48, 0.12 2s, 29 3', 86.7 supplied with a Flush•Seel� gasket (grade"M"of$'only,specify choice 0 24 25.80 150 78,400 0-1- - 0.11 29', 33 3'; 930 ' on order:see page 39)specifically 0 " - designed for ducule pipe surfaces. ----.� 'Worxmg Pressure and End Load hqura aro bred on Pipe ra'iin cut groo.edmaccorance wrr,- —� ANSI.IA WWA C-606 specifications D ♦Allgwable Pipe End separation and Deflection figures apply only for Dine r aredtofiaxibieradu4s gropvad apecifieabons 4 Noequivalenl matnc size 0 STYLES 341 AND 342 VIC-FLANGE`R' ADAPTERS _ 0 Nominal Pipe Max.Wx. Max End Bolt Max.Sealing Approx. Size 00. Press. Load No Size Dimensions Surlace Wgt.Ea. - �a . �'• 0 Imiles (aches PSI Los. Boles Inc"^. X y Z 4 6 Lbs. Bella Inches or-hes saw•. a � w g Style - 341 Vic-Flange- Adapter 4 4.80 260 4 500 6 4 x 3 - 9 . 7 .'ss 4.80 5 . 84 - - 6 6.90 250 9.300 8 3,x 31h i t 9', 1 690 8 118 8 - 9.05 250 16.000 8 1,■31, 13% 111, 11, 9.05 10', 170 10 11.10 250 23.700 12 7ax4 16 141, 1'_ 1110 IT, 230 I 12 13.20 250 34.000 12 :x 4 19 17 1', 1320 143, 380 Style - 342 Vic-Flan_gea Adapter 14 15.30 200 36.70D t2 1x414 .21 1BA, 13, 15.30 164, 460 16 1740 150 35.600 16 1 x 4'-, 231¢ 21 , V, 17.40 184. 680 la 1950 - 150 44700 16 11,x4a, 25 221, 2' 1950 20 800 Style 341 and 342 Vic-Flanges are designed for direct connection of 20 21.60 150 54.9D0 20 1'_s x 5'.4 271, 25 21, 2160 2211- '" flanged components into a radius pip - grooved rant pipe system of AWWA -24 25.80 150 78,400 L0 ,11.,x51, 32 29'; 2'4 25.80 273, 1220 i dimensions.The special gasket(Grade am -t t ..M..or"S")seals on the pipe end and -Woraing Pressure and End Load figures are based on pipe radius cut gromad in accordance with mating flange face.The gasket must be ANSVAWWA C 604specihcations style 342 requires sufficient clearance behind groove to permit asembted with color coded lip on pipe proper assembly Rote,to wctouec Piping Design Manual tot apphcahuns which are recommended end and other lip on mating flange face and those not h6conimanded (a No eawvateni mernc size 25 SCHEDULE 40-ASTM 1785 St:md:u•d_hrIetStan mini 1;T of V.S. 1'nKiu4t�tandatvl.a�I'\1 17Z;G TYPE 1 PVC 1120-TYPE 11 Pit C MORIN uI131-�f'�api>tnrLN1. OS'PER NOMINAL MAX.WORM of S. NOMINAL IGO FEET PER WEIGHT TYPEI TYPE II NOMINAL NOMINAL NOMINAL 412E BELL ENO PALLET PER loo 00. 1.0. WALL "2" 24.50 5.000' 16 0 60OPSI 600PSI 840 .622 109 3q" 32.55 5 00(_ 21. 480 480 1.050 .824 .113 1" 48.55 4 000' 31 6 450 I 450 1.315 1.049 .133 1 t/A" 57.10 3.000' 42 - 370 JI 370 1 1660 1.380 .140 11.2" 68.35 3.000' ,;! ' 330 330 1.900 1.610 .145 2" 91.70 2.000' » % '80 I 280 2.375 2.067 .154 21/2" 145.55 2 000' 1 ' > 1 300 300 2 875 2.469 .203 3" 190.25 1.100' 1430 260 '60 3 500 3.068 .216 4" 270.95 1 000' 203 0 220 220 4.500 1 4.026 237 "5" 370.00 900' " 0 190 190 5 563 5 047 258 6" 476.50 600' 3580 180 180 6.625 6.065 1 .280 8" 738.45 3 60 160 (See Class 160) GRAY COLOR PLAIN ENO 10" 101980 12 0' 7650 140 140 10.750 10 020 365 12" 1348.10 120' 1010.0 130 130 12 750 11 938 .406 NOTE: Select Brush for Cementmg At Least 1 z Diameter of Pipe- I E . 4" Pipe 2" Brush �•:,:•. I:Ir l.n ;or,et h>.ph,in,•nd. 1'allL•tvLvl - a��,lit du(t•4n,('ir&1nw t" SCHEDULE Ei0-ASTbi 1785 . � 1'md l,t �t;mdard .a>T\Il7,,5 TYPE 1 PVC 1120-TYPE 11 PVC 2120•• LIST PER NOMINAL MAX. WORK PRES. 6 14 F NOMINAL PLAIN ENO PER IN NO I TYPE R NO0 Ia NOIA:O 0.L N WAIL�/LAL 1i2" 33 50 203 859PS! 850PSI d-J .546 .147 3/e" 42.65 27 6 690 690 1.050 .742 .154 1" 62.50 408 630 630 1.315 957 .179 14a" ( 75.35 56 2 520 520 1.660 1.278 .191 11/2" 91.15 682 470 470 1900 1.500 .200 2" 126.10 94 4 400 400 2 375 1.939 .218 21/2" 192.40 1440 420 420 2.875 2.323 .276 3" 257.45 193.0 370 370 3.500 2.900 .300 4" 376.25 282.0 320 320 4.500 3.826 .337 6" 717.55 539.0 280 280 6.625 5.761 .432 8" 1077.60 318.0 245 245 8.625 7.625 .500 10" 1606.65 1210.0 230 230 10.750 9.564 593 121, a 2207.40 1670 0 1 230 1 230 12.750 11.376 1 687 "Working pressure for Schedule 80 threaded pipe is approximately tine half of plain pipe. "Contact factory for availability. ALL - TYPE 11 - SPECIAL ORDER ONLY. CONTACT FACTORY �cgested List Price Schedule PVC WEST�R/V PRESSURE PIPE Polvviiiyl Chloride LISTED Manufacturers of Sizes 1/2 " thru 12" • PVC PIPE AND CONDUIT • Class• ('las 10s 100" • POLYF.TH:rLFNE TUBING •Class 1 25• Class 16060 • Gass 200 • Schedule 40 • Schedule SO(Gray, '4" thru 12 rh-u I: "� .- i� '!5}0 ti.r►� .` }`�}�R♦pR�r fir. . +r a' " � 4.., vim•!�• �'LY"� �.�yZ '�' '�� - ''.�. IL �— t 1 er' IN i J Western Plastics Corporation. Tacoma. Washington, Also plants in Union City and Dou ney, California Bell Ends are standard on all Class pipe sizes 1/2" thru 12: Schedule 40 sizes 11s" thru 8" Schedule 80 is plain end. Bell Erds conform to +•„ , ASTM D2672. All PVC Pipe is supplied in 20' asr La.ta ,. lengths. Specify WESTERN PVC Pipe with confidence for the finest water systems—turf irrigation— conduit—chemical and effluent i� piping—agricultural irrigation. Western Plastics Corp.•2330 Port of Ucomz Road•Theooma, WR 98421 •(206) 572-5111 •Telex: 152079 Subsidiary of Hepworth Plamrs,Inc SOCKET DIME.tJSIONS --T FOR SCHEDULE 40 _ ADIA 8 DIA M DIA FITTINGS -.� �;jw.lel&EOLII MAX. OUT � SIZE PIPE O.D. MAX. MIN. MAX. MIN. !OF ROUND DEPTH(MIN.); '2 840 852 844 640 832 • 008 770 1 085 2e 1050 1062 1054 1050 1042 - 010 790 1310 1 1315 1330 1320 1315 1305 010 985 1.625 Tt. 1 660 t 675 t 665 1 660 ; 1 650 + 012 1 250 1980 1 t 2 1900 1918 1 906 1900 I 1 BB8 012 1 310 2 230 2 2 375 2 393 2381 2 375 2 363 012 1 370 2 730 212 2 875 2 896 2 882 2 875 2 861 015 2.0W 3 340 3 3 5W 3 524 3 508 3 5W 3 484 015 2000. 4.000 4 4 500 4527 4 509 4 500 4 482 1 - 0 t 5 2000. 5 060 5 5 563 5 593 5 573 5 563 1 5 543 030 1 3 000 6,175 6 6 625 6 658 6 636 6 625 6 603 - 030 3.500 7.300 8 1 8 625 8 670 8 640 8.625 8.595 c 030 4 SW 9.400 STANDARDS AND SPECIFICATIONS Wild 114 - _ the 2 toe _ V22 ASTM D-17e4—Rigid P01Y(Vinyl Chloride)(PVC)Compound,and Chlorinated Poly (vinyl Chloride)(CPVC)Compounds. n"°in"'°01 R*,"Qrt' ASTM D-17111i(Vimyl Chloride)(PVC)Plaffiic Pipe made m Schedules 40. W and 120, �iaaii mot' ASTM 0-2466--Poly(Vinyl Chso ds)(PVC)Schedule 40 Socket Type Pipe Fmings ASTM D-2464—Threaded Poly(Vinyl Chloride)(PVC) Plastic Pipe Fittings, :schedule 80 ASTM D•2467- Sockel Type Poly(Vinyl Chloride)(PVC)Plastic Pipe Fittings. Schem"SO. MATERIAL-1.4i Schedule 40 Fittings are produced from PVC Type 1, Cell Classification 1246". PVC Fittings are listed by NSF INarional Sanitation Foundariow for potable water services. Approved by 1 A P M O for water service and gas yard piping in appropriate types and sues Refer to usco File Nos 795. 1257. Maximum Operating Temperature Pressure Correction Factors • •• • • OPERATING NOMINAL SCHEDULE 60 TEMPERATURE PIPE SIZE SCHEDULE 40 SCHEDULE L 1 F) __ • - THREADED SOCKET ENDS SOCKET ENDS ENDS 75 1 00 th 600 850 420 80 090 4e 480 1 690 340 1 450 630 320 90 0 75 1V4 30 260 - 100 062 114 33 4700 '� a70 240 110 __ 0 50 2 280 400 200 115 0 45 2% 300 420 210 3 260 370 190 120 0 40 4 220 320 160 t25 0 35 5 190 290 N.R. ----- - - e I 280 N R 130 030 160 _.�. 250 N R 140 022 mnded N.R. — Not Reco ne -_-__—' Not Recommended above 140' F Based on wilier service For mo:e severe service an additional correc 1100 factor may be required A DIVISION OF LAs`O PHILIPS INDUSTRIES INC J Sales Offices in Major Cities, Warehouses Nationwide; 4849-8 Kingston 2105 Viscount Row 8015 Dixon G. 11447 H 1lguard Rd 22.441 72nd Ave. So, Denver, CO 80239 Orlando, FL 32909 Florence, KY 41042 Dallas, TX 15243 Kent, WA 9E031 3031373-4088 305/851-6050 6061525-02W 214;341 6076 2061872-0185 product temper lengths uses specifications product Herd f 10 ft. straight l 20 ft. straight Underground services*; general plumbing Federal—WWT•794 Copper Water Tube, straight and heating purposes; gas, steam and ASTM-8-88 Under- Type K Copper Water Tube. 20 ft. oil lines; severe service conditions. writers, Approved 'A ( lavy well) Type K Soft j 40 ft coils (20) thru 2' (tNevy wall) 60 ft. coils (!4"thru ISY) 'soft recommended 100 ft. coils (1/4"thru 114') Hard r 10 ft, straight l 20 ft. straight General plumbing and heating purposes; ASTM 3-88 799 Copper Water Tube, 20 ft. straight interior gas. steam and oil lines; panel ASTM Approved Type L Copper Water Tubs, heating. Type ACR for air conditioning U.L. Approved s Type ACR (hard only) Type L 30 ft. coils (/: thru 1Sst') g� YP Service Systems (medium wall) Type ACR(hard only) Soft 40 ft.coils (2') and refrigeration uses. %*-81 Incl. (medium wall) 60 ft. coils (14 thru IM 1001t. coils (14'thru P4') Copps, Water Tube, Herd 10 ft, straight General plumbing and header purposes; Federal—WWT-799 Copper Water Iube. Type M 2G ft, straight drainage waste, vent and other light ASTM-8.88 (ligghht well) (fight well) pressure uses. r j Copper Drainage Tube Herd 10 ft. straight Drainage, waste, vents, soil and other Drainage Tuba 20 ft. straight non pressure applications (above ASTM-8.306 Copper ge i ground use only). , 44P General plumbing and heating purposes; Nav Y— 2 � Copper Pipe Hard 12 ft. straight gas, steam and oil lines; severe service Federal—WWP•377 Copper f4pe 20 ft, straight conditions including high pressure ASTM-8.42 (regular or extra hs—� (regular or extra heavy) industrial applications. i Copper Threadless Pipe Hard 20 ft. straight General plumbing and heating purposes. ASTM—B Federal—WW. Copper Threadless Pipe W P•377 50 ft. coils Manufacture, installation and main- ASTM-8.280 Copper Refrigeration Copper Soft tenance of refrigeration equipment. Federal—WWT.775 Tube Refrigeration Tube 300 ft. coils B As As specified Special industrial applications. ASTM—B 7 Special Dimensional Special Composition and dimensions to fit ASTM-8 75 Dimensional Tube Specified Tube Individual requirements. ♦ , J TYPE K Sale Work) nn/g Wall LA. Weight Pressure wiHl Average O.D. Nominal O.D. Thickness I.D. Area lbs. Water 100°it Tolerances In Inches Site Inches _ Inches Inches Sq.Inches par Foot Ibs. r s . Inch Soft Hard 375 035 305 073 145 1060 .602 .001 It. S00 049 402 127 269 1170 0025 001 16' _625 .049 527 218 344 920 .0025 .001 ty 750 049 6S2 334 .418 760 _ 00! 001 4s' .875 065 745 436 641 880 003 001 1• 1.125 065 .995 778 839 680 0035 .0015 114' 1.375 .065 1245 1.270 1.040 550 004 0015 1'h' 1.625 072 1481 1.721r 1.360 520 004S 002 2' 2A25 083 19 3010 2.060 650 005 002 95 2461 2.625 095 2.435 4.660 2.930 420 005 002 3- 3.125 .109 2 907 6.640 4.000 4I0 .005 .002 314' 3.625 .120 1 3.385 9.000 5120 380 .00% .002 1• 4.125 .334 3.857 11.700 6.510 370 005 .002 5• 5.125 .160 4.805 18.100 9.670 360 .005 .002 6.125 .192 5,741 25.900 13.900 370 .005 .002 80 8.125 271 7.Sal 45.200 25.9Cq 390 .006 }.002 -.004 TYPE L - T- �- Safe Working Wall Safe Weight i Aresture with Average O.D. Nominal O.D. Thickness I.D. Area lbs. Water 1001i.• Tolerances(In Inches $ite Inches Inches Inches S . Inches per Foot (ibs. pur s . inch) Soft Hard 16' .375 A30 .315 .078 .126 900 .002 .0 0 I lti• 500 .036 430 .145 198 800 .0025 .001 .625 .0e .545 233 .285 740 .0025 .001 rA' .750 .0 .666 .348 .362 650 .0025 .001 'k' .875 .045 .785 494 455 590 .003 .001 1' 1.125 .050 1.025 .825 .665 510 .0035 .0015 11A 1.37S .055 1.265 1.260 894 460 .004 .00iS 1 1A' 1625 .060 1.505 1.7aO 1,140 430 .0045 .002 2' 2.125 070 1.985 3.090 1.750 370 005 ,002 2'h' 2,625 090 2.465 i 4.770 2.460 350 005 .002 3' 3.12S 090 2.945 6.810 3.330 130 .005 .002 a,• 3,625 .100 3.425 9.210 _ 4.290 _ __320 .005 I 002 _ 4• 4.125 .110 3.905 12.000 5.380 300 005 002 S' 6.125 .125 4.845 16.700 7.61� 260 ,IMS .002 Be 8.125 .140 7,725 46,900 19.300 230 OD6 .002 B' 8.125 .200 7.725 46,900 19.300 2(10 006 }. TYPE M Wait 1.0. We)gM Safe Working Pressure Average O.D. an O.D. Thckness I.D. Ana We, with Water 10".• Talalaltoe -! Neminal Inches Inches Inches So.ImAet per Feai the.Par S4.Inch) In Mch� %. S00 .025 .450 159 .145 560 ,001 'd' 625 .028 .569 .254 204 510 .001 7i' .875 .032 .ail .517 .328 420 .001 1' 1.125 .035 1.055 .874 .465 340 .0015 1w 1.375 .042 1.291 1.310 692 340 .0015 I 1.625 .049 1.527 1.630 .940 340 .002 Y 2.125 .058 2.009 3.170 1.460 300 iii .002 2W 2.625 .065 2.495 4.990 1 2.030 290 1 .002 3' 3.125 .072 2.961 6.980 2.690 260 .002 3W 3.625 .063 3.459 9.400 3.5a0 260 t .002 4' 4.125 .095 3.935 12.200 4.660 260 { .002 y S' 5.125 .109 4.907 18.900 6.660 24p .002 6' 6.12S .122 5.881 27.200 8.920 230 + .002 6• 8.125 .170 7.785 47.600 16.500 240 I }.002 •004 'safety Factor S - 5 FORD COkPORATION STOPS THE FORD SQUARE DESIGN FOR CONVENTIONAL THE REVOLUTIONARY FORD BALLCORP " PLUG-TYPE CORPORATION CORPORATION STOP STOPS This field-proven Corpora. As shown at right, the Ford tion Stop incorporates the "square" design for the performance proven design 40 conventional plug-typeCor- features of the popular poration Stops provides Ford Ball Valve. It reduces larger, more rugged wrench the inherent problems of flats. During Installation of difficulty of turning and of almost every Corporation leaking under high Stop, a wrench must be pressure after Installation, which are sometimes en- used across its body to make final adjustment in the countered in the standard p)ug-type Corporation main or saddle, or to connect the service line to Its Stop. The Ford Ballcorp'" is available in 1", 1 fh" outlet. The Ford "square" design puts the wrench and 2" sizes, with most styles of outlet connections, flats where they should be — at the strongest part of It may be installed in either a dry main or a main the body, thus minimizing danger of leaks from under pressure with a standard tapping machine or distortion. These larger wrench flats also provide a saddle. The large wrench hex un outlet assures ease more secure grip, resulting in less danger of injuring of final adjustment in main as well as ease in con- knuckles and hands. This design has been adapted netting service liiie to the Stop. The variety of styles to nearly all of the Ford plug-type Corporation Stops, and sizes are pictured and listed on pages 9 and 10 of this section. • SPECIFICATIONS Ford Corporation Stops in both types described above are designed and manufactured with AWWA Standard C800-66. This specification covers thread dimensions and the metal alloy(red brass: 85.5.5-5). All Ford Stops are individually inspected and tested for leaks by air pressure under water. They can all be used with tapping machines of current design. INLET THREADS AWWA Taper OUTLET CONNECTIONS Thread CC or Two ty pes of inlet threads are CS thread _- Outlet threads on both plug- available on all models of ` type and Ballcorp"' Stops in Ford Corporation Stops for the 400, 500, 800 and 900 both the conventional plug. series conform to table 9, type and the Ballcorp-". The AWWA SpecificaiionCBOO66 AWWA standard thread has a Internal driving threads in the steeper taper than iron pipe 800 and 900 series conform to threads. In ordering, please \ table 8, AWWA C800-66. Both use the Catalog Number ap- plug-type and Ballcorp " plying to type of inlet threads Stops are available with Pack desired. Iron ioe Joints. Thread TABLE OF RECOMMENDED DRILL SIZES for Installation of Corporation Stops In Service Clamps or Saddles with a Drilling Machine Corporation Stop Site %" "l:' 'Lail" 'A" ilxt" 1" 1N" 11111" r • Maximum Drill Size for Stop with AWWA thread inlet Maximum Dill Size for Stop with iron pipe thread inlet t 3 FORD CORPORATION STOWS Sizes and Approx No In Catalog Numbers Wt. Lbs. Std. Ikg, TYPE F600 ,h" F600 .9 20 INLET — AWWA taper ,i." F600 1.4 5 (CC or CS) thread Via L." F600 1.5 5 %I, F600 1.8 5 al.xt" FSCO 2.2 4 1"F800 2.9 4 1 X11A" FWD 3.5 3 1 Y.'•FW, 6.2 2 �liw F F80(I I . 1 2" � . 2" F600 16.0 1 Sizes and Approx. NO.In Catalog Number* Wt Lba. Sad.Pkg. N" F700 .9 20 EA"F700 1.8 5 2Ax1" F730 2.2 4 1" F700 2.9 4 TYPE F700 OUTLETS FOR F600 and 1x114'•F700 3.5 3 82 2 F700 — Flared copper 1,14" F700 INLET — Iron pipe thread pP connection. 14t" F700 8.1 1 2"F700 16.0 1 Compound Numbers — first is Corp Stop body size, second is Outlet size. anC ' saes available w,7n New Fn9ian.i tnreatl un Je, tube nut o,p,pe S,Ie Cnreatl:.: ( ME"and Catalog No. Approx.Wt.Lbs. No.In Sid. Pkg. 1h" F800("2x J61"1 .7 20 %"F800(%x>V.") 1.1 5 IA"F8001s/•xt") 1.5 5 1" F8000xI'A 2.2 4 TYPE F800 OUTLETS FOR F800 1,A••F80011 IA x I w 5.5 2 INLET — AWWA leper AND F900 — increased size 1,h" F800 014 x2") 7.2 t (CC or CS)thread. Fro, pipe thread with Inside 2" F800 2 x 21/2") 135 1 dr.ving thread. Sizes snd Catalog No. Approx.Wt. Lbs. No. in Sid. Pkg. ',2" F900(,,,:1'i .7L5 2C L (u." F900 .xt"1 5 1"F900(tx1't.") 22 a 1Y." F9001P/ix1 Vt'y 5.5 2 142" F90011,hx2") 7.2 1 ^: 2" F900(2z2,h") 13.5 1 Compound numbers — first is Corp Stop body size. Second is s outlet Site, QUARTER E EIGHTH*ENDS FOR TYPES Fa00{FeW CATALO* OUTLET T CORPORATION APPROX wain a1tE STOP SIZE WT.LU QUARTER BENDS FOR FLARED COPAE A CONNECTION TYPE F900 L1EJO a' L ---- ----—t INLET — Iron pipe thrnda EIGHTH UNDS FOR FLARED COPPER CONNECTION UtNs to EIGHTH*EMba WITH DOPIER TYPE NEE PACK JOINT _ LA1Ns a _ LAt4eE t t t x ut7e E1 q Ford Angie Meter Valves Features of the Inverted Key Angle Meter Valve A bronze pin securely locks the fee- head to the Inverted key ` Two Phosphor bronze springs under the tee head reseal the key after lapping and turning +. n An 0-ring in the key Provides extra protection against leakage .+ A bronze ring in the coupling nut groove odes against a range on the valve nose A pressed-m uushmg (Patent No copper tub flare es a radius for copper tube rare j/ 7 The meter coupling nut is drilled for / a seal wife Angie Inverted Key Meter Valves I One Entl Female Iron Plpe—Other End Meter KV13-332 Coupling Nut for Connection to 9." thru 1"Meters Catalog Number Pipe Meter Approx. / l+1 Plain Lock Wln a Size _ _Size _. Wt. Lbs._- KV13.331 KVt 3-331W _ K03-332 KV 13332W _ KVI3342 KV.3342W B KV 3-444 KV+3444W + �- KV+3_54W KV23332 One End Copper—Other End Meter Coupling Nut for Connection to%•thru 1"Matera Cstal Number � Tubing Meter Approx. ��! /►, Plain Lock Winals Size_ Size Wt. LDe. KV23 331 KV23331 W ' , + 7 KV 3!t KV23 71 t W 17 fI KV23 341 - KV23 332 KV-3 332W 1 0. 8 Y. 1 9 KV23342 KV23342W "x•. '3 ?:" ! ( KV23d44 KV23-444W t /' 28 KV23-454 KV23-454W 8 FORD INVERTED KEY CURB S'xOPS FEATURES OF THE FORD INVERTED KEY VALVE Prot,et light shows Z2t-] Inverted O-ring near top of inverted key Key Valve with Flare Copper iMet Offers extra protection against leaks. / J r-M Bronze cod spring exerts constaro upward force on bottom of key.If ill pesvge on..let side provides tee head requires tapping to tree upward pressure on key,helping stuck key,spring au lomaUcally to hold it in proper potation. re Seats key in watertight position. PLEASE NOTE: Minneapolis Pattern Curb Box Threads lot Inverted Key Curb Stops are 1 y" for tr." valves and 2"lot 1"valves. Inserted Key Curb Stops are available with Stop-and-Waste feature. CURB STOPS FOR IRON PIPE AND FLARED COPPER BOTH ENDS FEMALE IRON PIPE THREADS Z11333 Catalog Number Valve Inlet& i Approx. I Approx. Plain w/Stop& " Size Out.Size Length Wt- Lbs, Zll333 ZI1.333SW %" V 3she" 1.9 ZS11-333 ZS71-333SW % Y-' 27/e" 1.8 ZL 333f ZLII333SW %- %: 33/4" 2.0 I Z11-444 I ZI1-444SW 1" I 1" 47A" 3.9 INLET FOR COPPER — OUTLET FEMALE I.P. THREADS Catalog Number Valve Infer& Lengdt IOn Approx. Plain w/Stop&Waste Siza Out.Siz Tube Nut .tat. lbs. Z21333 Z21'333 Z21333SW 33/ 1 2,2 t/e ZL21.333 ZL21333SW '/. '/. 4 2.3 Z21-444 Z21 444SW 1" 1" 47/e" 4.2 AS ABOVE, WITH MINNEAPOLIS PATTERN THREADS Z21 444MI i 1" I 1" 14%" I 4.4 BOTH ENDS FOR FLARED COPPER Catalog Number Valve Inlet& LsU=less APP. Plain w/Stop&Waste Size Out.size Tuba Nuts Wl, Z22-322 Y!' s/a" 51/t2'" 2.8 Z22333 Z22333SW Y" 51/32" 2.8 Z22-333 Z22-444 Z22 444SW 1" 1" 61/9" 1 4.8 AS ABOVE, WITH MINNEAPOLIS PATTERN THREADS Z22333M Z22333SWM Y" 14"" 51/a:" 3.0 Z22.444M Z22-444SWM 1 1' 61la"' 4.8 222-333M 1 / I Options avallabls are listed at bottom of following pegs. 8 PACK JOINT COUPLINGS MALE IRON PIPE THREAD TO STRAIGHT COUPLINGS PACK JOINT FOR COPPER, Cat. No, M.I.P. P.J. Size Wt C84.11 W- '.z 5 IRON, OR PLASTIC .. C-84-13 Vt" 36" 6 C84.31 34'• 'A - M COUPLINGS For Copper or Plastic Tubing C84-33 3Y" 'A" 8 Cat No. M.I.P. P.J. Size Wt. C84-34 33" 1" 1.0 L84.31 46" C84-43 1" 3a" 10 L64.33 33" 33" 1.5 C94-44 1•' 1" 1.0 L84.34 34" 1•. 1.5 C84- 1" 11A" L84 1" 1" 1.8 CB4.55 55 11A A" 1' " 1 4 LB4-66fi6 I th" /1h" 3.0 {I {I C9456 11A" 1'/z L84 77 2" 2" 40 C84-66 I W- 11411, 2.0 EIA YTH SEND COUPLINGS CB"7 1'h" 2" LA84-„3 14" 14" ' 1.5 C84-77 2" 2" 2.9 LA84.44 1" 1" `8 STRAIGHT COUPLINGS For Iron Pipe Cat. No. M.I.P. P.J. Size Wt. C85-11 C85-31 ' U.. 1y" .7 J C8533 $A 34" 8 C85-34 I M" 1" 1.0 ELL COUPLINGS d C85-44 I., V. 1.2 Cat. No. M.I.P. P.J.Slag ! Wt. 4F' �`�•' C85-55 116" 114" 1.6 L85 31 ii" w, C85.66 1%" 114" ! 2.0 L85-33 34" ia" - C85-77 j 2" j T' 2.7 L8544 1" 1'• STRAIGHT COUPLINGS For PE Pipe Cat. No. i M.I.P. P.J.Size Wt. C8633 U.. 'Y" 10 C8634 33" 1" 1.3 C86-44 V. 1" 1.2 ELL COUPLINGS C 16.54 1101,11 1" Cat. No. M.I.P. P.J. Size Wt. C8655 iW" 1q" 1.7 L8633 36" 34" 1,2 C86-65 ty" VA.. L86-44 i" 1" 1.4 C86-66 1180) 1'4-' 11011" 2.8 L86.66(160) 11h" 1112" C86-M(125) 1%" 1N" I's L8677(160) 2" 2.. 4.6 C86-77(ISM 2" I 2" 4 6 EIGHTH BEND COUPLINGS CBd77(12S) 2" 2' 2.9 LA86-44 1" i 1.4 STRAIGHT COUPLINGS For PVC Pipe Cat. No. I M.I.P. I P.J.Sin Wt. C87-31 +� )A" 141. 1 C87-33 I 34" %11 .9 C87.34 %11 1" 1.3 Iw" C87-44 1" 1.1 C67-.tb 1" !�- C-87 54 "A" 1" 087.55 1w•' 1u C8745 I N" IA" C87-M 114" 1 116" 2.2 C87 77 2" 21. 3.1 ELL COUPLINGS cow" TItOa I Celale5 T1Ae COPPER No. S s Na No L87 L87.33 34" � '3A'• ROUNDING CRT-3 'A � CRT4 1%" L8714 1 1" I TOOL CRT 1" CRT-? 2" 1'• CRT4 i I'A" PACK JOINT COUPLINGS STRAIGHT COUPLINGS BOTH ENDS PACK JOINTS Catalog No. One End Other End j Wt Lea. FOR COPPER, IRON, OR PLASTIC C44 11 C44 12 �" 'l:' I _7 For Copper or Plastic G4413 %.l 'A 9 Tubing, Both Ends C44 14 16" 1" C44.22 •l:' 'l:' 9 C,44-33 44" 44" i 1 C44 34 *.. V I 1.0 C"." 1" 1" I 12 C44-45 1" I'A" - C44-55 1%.1 1 A 1. 2 1 C44-66 1yr" 114" 2.9 C44-67 11Q" 2" C44 77 2" 2" 3.7 C44E6 2yh" 2% ELL COUPLINGS - L4433 UI 14" 1_3 L44-34 VA" 1" 1.8 L44-44 1" 1" 20 L44 55 IA" 1'A" L4440 1%" 1 V=" 4.0 L44 77 2" 2" 5.0 • STRAIGHT COUPLINGS For Iron Pipe, Catalog No. One End Other End Wt. Lbe. Both Ends C55 13 %2 1. C5533 ;." W.' 9 C5534 ;.... 1" C55-14 1" t8 C55-55 1'.4" C55-66 11h" 11h" 2.9 C55.77 2" 2" 4.3 ELL COUPLIN96 I, ` L55-11 yr" 1h' L5533 34" U STnAIGHT COUPLINGS For PE Pipe, Catalog No. One End Other End Wt.Lee. Both Ends C66 33 )A- 34' 1.3 C66 34 Yi" 1" 1.8 C6E44 1" 1" 2.0 C66 44 PH" 1+h" 2.1 C66-66(160) 1Vx" 1ya" 3.7 80 C66 661125) 11h" 11h" C. j C66 77(160) 2" 2" 1�1 6.0 C66 77(125) 2" 2" ELL COUPLINGS ' L6633 4i" %'' 2.0 L66 44 1" V I 2.2 ' L66-66(1601 1w- 11h1• L067711601 2" 2" NOTE:See Page J 6 for details on Pack Joints, explanation of abbreviations.dimensions. and insert stiffeners for PE pipe and tubing 9 FORD METER COUPLINGS ANGLE METER COUPLINGS With Female Iron Pipe Threads With Male Iron Pipe Threads I i Catalog Meter I FIP Approx. Catalog Meter I MIP Approx- Number Slze Thread Size Wt. Lbe. Number Site I Thread an. Wt.Lbe. L31-13 '/. ' Y." 7 L38-11 ':, 'A" .0 L31.23' •Irx li"d i'i" )A" ' .8 L3&23 11.04- 6 14 %.1 .8 L31 24 44014"E v." 1" I .9 L38-44 V V. 1.0 L3' 4a V I 1" 1,2 05 45 V -- 'Also available with Bleeder Valve—Caf.No.1-31.230 For Flared Copper Tubing With Pack Joint for Copper, Plastic Tubing and Plastic Pipe ANIL n iol - -- - -- --1N TttM---- g_-- 1a1a1 Mak,la1rM far Q—PYe , Ctltlq Meter Peak JabK ApprelL LbL Catalap Molm CdPPW TOM Apipra L34.23 4.xto'& 34" 3r" 1.0 Number, ,_-an an WLLb& L34•44 11. _ i.. 1.5_ L32-12 `h Lh 8 L34.4s 1 tb_ 18 L32-13 •l. i1 9 With Peet JOIN fee pbtmle Pbs 62.23 'I xt4"6 >w" 41 t 1 L31I23 •fa ii 6 u' >K'PEP 1 1 3 L32.44 1' 17 L3$-" 1 ' 1 PEP i 8 1 ORDERING INFORMATION Please order by Catalog Number. Gaskets are included with all Couplings. 6 PACK JOINT COUPLINGS FEMALE IRON PIPE THREAD TO PACK JOINT FOR COPPER. IRON. OR PLASTIC For Copper or _ STRAIGHT COUPLINGS _ Plastic Tubing _glsM*IW Pee1.1.P.Th'd , Pack Joint Stec tit.LW. C14.11 VVI 1 C14-31 _Q,WS_— 'A" � tp" 9 J C14a4 %" 9 C14.35 'A" 114" C14.43 1 V. } 'A 1.2 C14-44 fr V, I 1" 1 .9 C14-45 Vi% It C1444 1+14" 1" 1 12 t C%55 114 Ili" 14 C14.56 114" lit" C1446 1w., IVY' 24 C1447 114" 2" C14-76 2" 1%1. 2.5 _ C14-77 2" 2" ' 2.6 C14.87 2-A" i 2" C14-M 2w, 2"" I 4.8 - 1 ELL COUPLINGS Catalog No. Fem. LP.Th'd Pack Joint Size Wt. lbs. L1433 ?." ?'." 9 L14 44 i 1 1.1 L14-54 1".' 1 1.4 L1466 1A' ilh" 3.4 EIGHTH SEND COUPLINGS STNAtGHT COUPLINGS For Iron Pipe Catalog No. j Fent.I.P.Th'd I Pack Joint SW j Wt.lbs. C1531 3A" %" C1533 44" 14" .9 C1544 1" V. 1.0 C15-54 IW" V. ^ C15-55 14 1 IlA C15.56 1%,, C15-66 I 11h" 1"hh C15.77 2" 2" -. ' LWI r ELL COUPLINGS Catalog No. Fam. I.P. Th'd Pack Joint Size Wt. Life. L1531 L15-34 ( L'5-44 1 ' 1" l 'Ford Pack Joints for PVC Pipe are recommended only for Schedule 40 ano Schedule 80 Pipe. 11 \%=A1,NERS No. 777S Series Bronze No, 77S Series iron "Y"Type Strainers 1. "Y"Type Stralnen v For Water and Steam Service Sizes: '/."thru 2h" Sizes:Yes"thru 2" Screwed End Connection Is 20 mesh stamlas steel screen For liquid or seem service. They are • Standard tapped bronze reia�ri furnished with 250 lb.extra heavy iron can tot a closure plug claw t body. Install strainers upstraam to phiq rut supplied) protect valves, regulators, solenoids • yiy.F 250 pc. at 210 F a•tl C:SF 115:u, n• 350 F and meters from dirt, mst and pipe n scale.Self-cleaning can ba accomplished No.777-Same Its 777S not except to by opening the valve or plug connected p tapped for closure plug. to the blow,oH outlet. Standardly -_- furnished with 70 mesh stainless steel l No. 7", 745 Series Bronze screen. Iron retainer cap and asbestos "V"Type Strainers Basket, iplig- m t threads and tapped for closure plug. (Clore pluggnot nor For Water and Steam Service Tally tarnished). Sizes: 1/+';3/e';1/z" Working Prasura-Non-Shock • Su owed end connect uns Steam 250 psi @ 406`F .Water,Oil,Gas-4DO psi @ 210°F. • 24 m,.b a4.ide"vtei4 trrt. . ov"I, ". ,.,, r ?In r ,,," DIMENSIONS Ns. 'v c No. I Size A 8 I G Weight No.745-Size V.80 mesh screen. 77S 14"3/8';112" 3314 211a" 1 3/e" 15/e lbs. Hand removable clean out plug. 77S 3/4" 5" 251e" 112" 3 tbs. WWP 250 psi @ 21O°F and WSP 77S V. 511/16" 3366" 314" 434 lbs. 50lbs.@ 300°F. 77S 11/4" 61/2" 311116" 3/4" 63/4 lbs. Dimemiea 77S ! 1112" 7112" Virg" I" I l tbs. No. Size A B C Weight 77S 2" Sells" 53/8" 114" 151/2 tbs. 777 or 777S 1/2" 313/32' 33/4" 3/e"NPT 11/2 fbs. 77S 2112' 101/2" 61/2" 11/2" 261/z lbs. 777 or 777S 3/4' 3314" 3114" 1/2"NET 151s lbs. 777 or 777S I" 4eh6" 37/e" 34"NET 21/2 lbs. r 777 or 777S 11/4" 434" 41he" 314"NET 23/4 lbs. - - 771 or 777S 1112" 511/16" 4518" 1"NET 4lbs. i 771 or 777S 2" 611/16" 551e" 1114"NPT 73/e lbs. 777 or 777S 2112" Bs/it" 415his" 11/4"NPT 121bs, No 78�' Serif" Carbon Steel 777 or 777S 3" 101/8" 611h6" I1/2"NET 24 lbs. p� 7771 V4".112" Vita" 21/4" 1518lbs. n g'r(r lF?rff Stainless Steel 745 3/4" 4" 35 " 7/e"NPT 15 a Ihs. 600 Lb.ANSI "Y"Type Strainers For Steam and Liquid Service Sizes: '/."thru 2" Bronze Screwed End Connections j•,. Union End, Compact In-Line Water Strainer - Sizes. 1" e Screwed Connections 1 i Bodies ASTM A 216 Grade WCB. Bottom cap 'A" Se"ANSI 121.14, 1'L" 2"WCB. Steam 600 Psi @ B00°F. Liquids 1500 psi @ 100°F. Height 23/e",Width Weight 134 tbs. No. SOS Series Same features as 78S strainer except stainless steel Optional model 50 psisi @ @ 250°F,consult factory. construction. Bodies ASTM A351 Grade CF8M. Bottom cap'6"-h" 316 stainless steel, IV 2" CF8M. Steam 600 psi @ 1100°F.Liquid 1440 psi @ 100°F. ". Bronze I DIMENSIONS(Inches) "V"Type Water Strainer No. Size I CV A B C Weigh Sizes: 1/8"thrst 1/2" 78S/88S 1/4" 3.5 3 2114 1l4 1.31b Screwed End Connections 78S/88S 3/8" 6.0 3 214 14 1.3 fb 7BS/B8S 11=" 10.5 31311P 25/a lla 2.11b 78S;88S 34" 17.1) 43ie 331t6 3/8 3.0 lb _ 78S/88S 1" 28.0 531a 334 1/2 4.5 lb ? 70S/89S 114" 45.0 55/a 411a 314 5.8 lb 18S/88S 1112" ti0.0 61i4 5 ni4 7.016 No Size With now Weigle Mess 7B5/8BS 2" 100.0 7112 61/e 1 10,01 27 1/e" 13/4" 12116" 3/8 Ib. 40 - ---------- 27 14" 21/16" 11,116" Sig IL. 30 When other than standard most, screen is required,consult factory 27 3/e" 2V2" 23/16" 314111. 24 Install strainers upstream of valves,meters and regulators. 27 112" 23141' 251s" 1111. 24 — — 30600' llct wnc* EDD+ •.!N I.rtTDAu y02.- EDnsr Dlrnn Eam rw nrO cwNol+. suits w. me w n11 Site CAST IMN pll;t N.. rm N.. 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Ilpf f12E CAR IqN dap SON1'h�, 11/� Sl ae.so �p0 SMOT Y.Y _sd).no OILY qn► HMS r Tw fo _ xe02 IOwillY � r Id01O ��1LT 1-411 fl..Wne Clamp 0-1-1-W Add w MY OaLY as MY OILY OPTIONS 1.111 G•1•anited car!Iwrl,it b.>D T IAI I V.-P nl ,T.,,Aid Ne AN 1-TI 1Ere•ded PN1er.Me Md IA•I B"Lir.Tap.Add IS AO N I (."Iyr'fiimc'Op.Add 13A0 1-ill IeeEE 6enu leer,4-, Pq"-2.4". SA w:P,A"4 IM)Oabann ed 1.1, p•nrl.AM•S.a0 1-ll Tbeaded Up11p,H.AN LYI Inrgral NW ONler,11•Add n I Iry^Au N T1N•vdd ONY - J -lw. oroil.•1. . v L 'lSE 1 fV01 _ 1 I el- 1 tl m•N t e a • '• ..n 1Yefc ,e ' a; o,l or. . ; a, allo• • 'o w•I a I , �— t e i ry •w• II II I II CS) vli'gEruc R006 II II i II +II I I II I I II , III II II � IIII. II 11 � li II 11 ' 11 I ) � II r Dill I li i ? II r III } I I 9` fir A. FOG-TITE MFER SFA1 CO. 14 W. MARCIMpI WC SEAT%E i PM WE 56000_ _ HYDRANT GUARD POST ,¢Ssocr� f� d %J 3W W � 3Vj \ �J CD v i m Q/GCo 0 \ � /nj valve \ sox - L Places / 2 QS Noe C76'"0✓FL47;op 2 Mac e s 8"Pin /fir WE7W04-4. HOLE HONEY cpmaEe C/T`y-' OF /0,6" N f. VJ 500 7—/ -ram o0'C6 31OH 0,t> }lS' bbl Pa -Do SSA' ;)rlo l,LI c reel (add 1v3^. b S'3roH oo 4�► oz nl O -,Did ij s�i�o� ,�UG t✓ RECEr �h� Q3'y�T TAP SELL NaLS SS" x5 a— SSoc I � fec� 5���! � �ra� VCZ � l �A 7� " SPi6v r pLUG w/.�4'NvcE 7?'Pe /? R6.3r /N,rG 447Ov7- 7. " P/Pr / 4 7.7' ,x /1' r265P,W98' T ToP fPONE7 G/l�f?r� / EA 7.2 a 951 UL fxA//6'fV4F— C/7-7 0f= - T-,-- f � I i 72 "X 12 ' C6Sf 48 -r 70P F02 �IONry G E� �/h� 57�►-7eOr-,� !� S 077 / (86' C4D) LH jN r \ n I \ _ I � / m .?'I�iVRLE r, t / 2 - 72 " E=i-eO PLvGS C � HONEY' G.2EE,� CONIH JOS NAME O Y C -E' _ HUNG p er pyyPaGF MANHOLE 94SE PIPE CUT SIZE 12 1314 6 CONE FLAT TOP MISC 8� 48 6' O E I Z'°N UP8" UP I S" 6 54 �S we -- RG 72 rn H8 48 �--� 54 72 48 �— 54 72 SSoc��� 46 54 72 48 54 72 SHANNON i WILSON,INC. Geotechnical Consultants 1105 North 38th Street-Seattle, Washington 98103•Telephone: (206) W-8020 LETTER OF TRANSMITTAL pate...z,Z,�: BS........ Job No. To:_..ffC!!!=L Attention..... eEo L1/0.27-V ........ _....-.................... SE.f 7-7"[� iv B/o3 Gentlemen: We are sending the following items: JKAaat:hed ❑urraersepartift rvia.................................... ❑Report ❑Proposal 0 Drawings 0 8aagllaa 0 SpeClliealler,e ❑Copy of........................................................ ❑........................._...... ...._..__..._•..........__._.........._. caern Osts Ne. esserMaee / 2r/ZS/B; SL o,oE E.Po sio.v f'L�o r��-rToii / 2f15�1� D.2/✓E /t/ELL POiNrS These are transmitted: Zr For your retention 0 For your use 0 As requested For review and comment ❑For action speahed Oebw Q With corrections ❑Please return by..... -------------------- _.. ❑ ... ................................------ ........... ❑Prints raturnod titer use by us Remarks: HONE'f/c_°.PErCK ��� /FiL�i-rovS Copies,o-------------------.................................•---- ......_. By ...�! f.. ..., ,..__....... .............................---...-•---•-----...---... 0 tnvo" FIN 0 Cormpondor"FIN Joe No. SHANNON & WILSON, INC. SUBJECT %O.✓c D FE GwbcMlnl ConMlltanb BY WTL DATE lr ES SHEET of SL OPE E,eO S/ON P�o7�c'Ti� I /lKf 77-P*L F 4iVot So/L✓ Q niP [�>�A�/DINS% SCPF. EN6p FjP_ AYEL Sve�cin/r/ CL�S"S .q 2S-Z) C7�-�/DN /�/L L 1F,� SO U.v� �y.v�vL il•z STo�✓E �G�4.C�i9-'pA:�7o.V FA!_7,i.0 i 30, AV171 FOLL owidEjF�,P��n-��o•�/ 8 /00 6 9a - /oo 3 so - eo � O .� Jos NO. N'}�36'a-0/ SHANNON & WILSON, INC. SUBJECT G•oacnn.W Conwivmy Ev WTL DAT4 2 BS�SNEET�p��L I LENS rff _3 0 " OPEiY/.v� 60 E ('0- D/D i¢CCE5S0�/ES O.P/t✓E �'�¢yp � O?/�/E c"�r,/?L��r/FS /'f/1-1E.e/.¢L5 STif/if/Le�SS S7L��G�i���t+/ SrEr G SP.4�/.t/( � •7v /O ' dN C'.F.vT�,� ,q.v0 / To Z Rows VD L v-�E oc SE'Eyi¢FjE 11V5 7-w[[ f 77o,-✓ SLGPE r,e O.PA/NqE.E� //S//✓rs `�'O <�. I I • . Products developed and Introduced by ' Clayton Mark ... today the largest selling line • of jacket and gauze well points and screens , . , in the world. Engineered for maximum flow and reliability,the Clayton Mark line includes drive well points,flush points,well screens, PVC plastic well points and screens,cylin- drical (Peerless)and flat suction strainers available in the widest selection of styles and R materials in the business. New products in- clude an ail welded,all stainless steel jacket and gauze designed well point, and a ailastic i bonded washer well point.Well point sizes _ 1".2", well screen sizes 1%"-4". Designed for extended life and faultless operation in deep or shallow well ap• plications. Cylinders are engineered for rural homes and communities, recreational sites t �.s. and other reciprocating pump installations where water is forced to the surface through a continual up-and-down movement. Made in all brass, brass-lined steel and cast iron styles, in a complete range of sizes and �1,Ci1 O capacities. i Cup and valve leathers are manufactured "� •_..�..• from the finest shoulder and back hides . available, then treated through a variety of _ processes to meet exact application needs. Available in saes to 24' and in special designs. Line also includes a wide range of check, ph:-ger and tubular valves, cylinder well tools and accessories. t""' - • Hydromarka drive shoes are constructed of forged steel, hardened in a molten lead heat- treating prc.....:. .o assure a durable cutting t . , edge. Available in all popular sizes, and of- fered in standard or rotary drive shoe .�I:, ueslgns. Clayton Mark well seats, to cap off the top Of well casings, protect against surface con- tami,,dtion and seepage for the life of the well. Designed for use with submersible or jet pumps, and available in sizes to 12". Also,a ` • complete selection of well tools including well packers, sand buckets, sand drills, taper • taps, pipe pullers and pipe holders. W ! ; t i ENDING OF FILE FILE TITLE 0000 9 � VP �oVa � of l�1Ff� . .i/ rCeS a hd P1C � acd GorrL� S�ohd� ece