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Home My WebLink About104 S Olympic Ave_PWD1333_2026 EMORY LOFTS-STORM - B352703 SUBMITTAL FOR EMORY LOFTS-STORM Date: 08/09/18 To Project Information Company: E&d Excavating Project: Emory Lofts Contact: Dan Owner: Olympic Property Holdings Llc Phone: Contractor: E & D Excavating Inc Fax: Engineer: Cascade Surveying And Engineering, Randy Drvoir Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulicny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages ACF West Wire-backed Silt Fence & Metal T-Posts Storm 2 Ultratech Int Ultra Drain Guard CB Inserts Storm 2 JM Eagle CL235 DR18 C900 Solid Pipe Storm 1 Western Well Screen CL235 DR18 C900 Storm 1 Perforated Pipe ADS N-12 Blue Seal WTIB Pipe Storm 1 Harco PVC C900 Fittings Storm 2 HD Fowler Company Submittal-Storm Sec. 5: Ln 3 Vendor: 65410 ACF West is a D.B.A. for Northwest Geosynthetics Inc. 2505 Frank Albert Rd E, Suite 111, Fife WA 98424 â€“ PH: 253-922-6641 Fax: 253-922-6642 Description: ACF West â€œSupportedâ€ Silt Fence, ACF-WB-60 uses a woven fabric attached with steel hog rings to galvanized steel support mesh. Roll size: 60â€ fabric w/36â€ support mesh x 100 lineal foot Available in black or â€œHi-Visâ€ orange Fabric: The fabric, is a woven network of polypropylene fibers, stabilized to resist degradation due to ultraviolet exposure, and resistant to commonly encountered soil chemicals, mildew and insects. It is non-biodegradable and is stable within a ph range of 2-13. Manufactured for ACF West Inc. The fabric meets the following minimum average roll values (MARV): Property Test Method MARV (English) Grab Tensile ASTM D 4632 158.1 x 161.7 lbs Grab Elongation ASTM D 4632 20.7% x 21.3% CBR Puncture ASTM D 6241 620 lbs Trapezoidal Tear ASTM D 4533 90 x 85 lbs UV Resistance ASTM D 4355 80% @ 500hr AOS ASTM D 4751 70 sieve Permittivity ASTM D 4491 0.128 sec-1 Support Mesh: Galvanized utility mesh, 4â€ x 2â€ opening, 36â€ height, 100â€™ length The information presented herein, while not guaranteed, is to the best of our knowledge true and accurate. Except when agreed to in writing for specific conditions of use, no warranty or guarantee expressed or implied is made regarding the performance of any product, since the manner of use and handling are beyond our control. Nothing contained herein is to be construed as permission or a recommendation to infringe any patent. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 5: Ln 4 Vendor: 65410 ACF West Inc. is a D.B.A. name for Northwest Geosynthetics Inc. 8951 S.E 76th Drive, Portland, OR 97206 (503) 771-5115, (800) 878-5115, (503) 771-1161 fax 15540 Woodinville-Redmond Rd., #A-400, Woodinville, WA 98072 (425) 415-6115, (800) 423-4567, (425) 415-6126 fax 2120 N. Redwood Rd., Suite 70, Salt Lake City, UT 84116 (801) 521-5141, (800) 804-1393, (801) 521-5144 fax Steel Fence Post Specifications Size: 5â€™ length Weight: .95 lb/ft (nominal) Coating: Enamel paint, Green Material: Manufactured from 100% recycled steel (imported) Type: Studded â€œTâ€ post cross section w/riveted anchor plate Uses Suitable for livestock penning, erosion control fencing, construction site barrier fences and a host of staking and fencing applications. Imported for ACF West Inc. By: Kirkwood Industries th 20212 108 Ave. NE Bothell, WA 98011 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 5: Ln 2 Vendor: 65410 Ultra-Drain Guardsi Keep sediment and other pollutants from entering the water system with Ultra-Drain Guard catch basin inserts + This simple, yet specifically designed and engineered geotextile fabric catch basin insert can be installed in most drains. The heaw duty material removes contami- .,-n nants like litter, sand, and oil from stormwater flow. _,,_-.1! :1 + Installation is quick and easy - Simply raise the grate, qï¬‚ place the Ultra-Drain Guard over the opening and care- fully lower the grate back into place, pinching the fabric _-. in place to keep the unit secure. + Oil & Sediment Model â€” Removes hydrocarbons, dirt, sand and other contaminants. + Oil & Sediment Plus Model â€” The addition of Ultra-X Tex _ " filter strips increases oil and grease absorption. Tg - I + Trash & Debris Model â€” Designed specifically to catch ,_, larger items and floatables such as leaves, cigarette butts and paper goods. ""'-"""'_:;-â€˜_H_I + Exceeds 80% sediment removal efficiency. ' _... Ii)I1? â€˜W + Designed for practical use in industrial facilities, con- ~--â€”* Jâ€˜? _i- struction sites, parking lots, and â€œdrive-upâ€ retail facilities. (Iii) IL|'\I + Helps comply with NPDES, 40 CFR 122.26 (1999) and TMDL requirements. â€”Â»_,___ - -l_,_____ __lâ€” __ _Â¢â€”I__ ___- -\___ Grate LifterPart# 9234 O//8 Sediment Three groups of P/Us MOde/ ' U/tra-X-Texf//terstrips absorb o/'/andgrease , (Peru? 9279) as vvaterf/ow/vs through the Drain Guard. g. Over-F/ovvPorts Actua/Drain Guard test uh/â€˜tâ€” Grate HookPartziâ€˜9235 (Prevents F/ood/hg) over50 /bs. ofsedimentremoved. Reta/â€˜hers Partziâ€˜ 9237or9238 Custom S/'zesAva//ab/e US.. Patentl\/0.,5372,774 5575,925 6632,507 8775,497 9217 0'-8Sed'"ne"t IVodel (1-Pack) 48x36x- 1,220x915x458) -pto.87gal-ors (3.5 L) ofo'lawd upto40 lbs. (18 kg) ofsed'mewt 1.0 (0.5) 9218 0'-8Sed'"ne"t IVodel (10-Pack) 48x36x- 1,220x915x458) -pto.87gal-ors( ) ofo'lawd upto40 lbs. (18 kg) ofsed'mewt 1.0 (0.5) 9356 0'-8Sed'"ne"t IVodel60"x60" (1-Pack) 60x60x- 1,524x1,524x458) -pto1.55 ga--o foi-ard upto40 lbs. (18 kg) ofsedi"nert 2.0 (1.0) 9219 0'-8Sed'"ne"t P-us Vodel (1-Pack) 48x36x1 1,220x915x458) -pto1.38ga--o -ard upto40 Ibs. (18 kg) ofsed'mewt 2.0 (1.0) 9220 0'-8Sed'"ne"t P-us Vodel (10-Pack) 48x36x1 1,220x915x458) -pto1.38ga--o ard upto40 Ibs. (18 kg) ofsed'mewt 2.0 (1.0) 9358 0'-8Sed'"ne"t P-us Vodel60"x60" (1-Pack) 60x60x1 1,524x1,524x458) -pto2.06ga-â€˜Gil;(ac/>u>u>oou-nu-wow-U_,|â€”|â€”|â€”|â€”|_ <2,,9..9..Â°Q29.-and upto40 lbs. (18 kg) ofsed'mewt 3.0 (1.5) (Q;-Q;-9;-3L-D 9227 â€œrash 8 Debrs Mode- (1-Pack) 48x36x_ 1,220x915x458) 1cu.ft. (28 L) (before reachi"g bypass ports) 1.0 (0.5) 9229 "rash 8 Debrs Mode- (10-Pack) 48x36x-oooooooooooooooo1,220x915x458) 1cu.ft. (28 L) (before reaehi"g bypass ports) 1.0 (0.5) Options:9234 Grate Lifter - 9235 Grate Hook - 9237or9238 Retainers 54 UltraTech International, Inc. - (800) 353-1611 - 1-904-292-1611 HD Fowler Company Submittal-Storm Sec. 5: Ln 2 Vendor: 65410 Q9 ||[mt\T[|;|| Ultra-Drain Guardsi 69 INTERNATIONAL, INC. Spâ‚¬C]f]Caâ€™[]QnS MateriaI Specifications Properties ASTMTest Value Material:Non-woven,PolypropyleneGeotextile GrabTensile 205lbs Elongation 50% TrapezoidTear 80 lbs .,-I -E5â€˜ ii- Puncture 525lbs if-'-â€˜ 1 MullenBurst 420 psi Permittivity 1.5secl -â€˜Fri!-I...-__ -I- A.0.S.(U.S.sieveno.)/Microns 80/180 UVStability(strengthretained%)500hrs 1*4355 70% "l_ FabricWeight(oz/yd2)(typical) 8oz/ydz Flow(throughmaterial) 90gpm/ftz i Flow(bypassportsgpm) 770gpm Flow(bypassportscfs) 1.7cfs J- l\ Largerbypassï¬‚ow ratedesignsareavailable U. .. nlt Speclflcatlons 0il8Sedimentâ€™ .87 10â€X18" 48"X36"X18" Part#9217 0il8Sedimentâ€™ 1.55 10"X18" 60"X60"X18" Part#9356 0il8SedimentPlusâ€™ 1.38 10â€X18" 48"X36"X18" Part#9219 0il8SedimentPlusâ€™ 2.06 10"X18" 60"X60"X18" Part#9358 Trash8Debris 10â€X18" 48"X36"X18" Part#9227 Ultimate3 1.57 10"X18" 48"X36"X38" Part#9376 HighCapacity 1.9 24"X24" 60"X60"X24" Part#9393 AdjustableFrameModel 1.26 10"X18" Varies Part#8930 UltraTech International, Inc. - 11542 Davis Creek Court, Jacksonville, Florida 32256 USA (800) 353-1611 - 1-904-292-1611 - stormwaterproducts.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 10: Ln 8 Vendor: 74630 BLUE BRUTEâ„¢ SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN. T. MIN. E APPROX. D9 APPROX. WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 1 12 2 13.20 12.08 0.528 8.80 15.31 14.4 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 13.20 11.20 0.943 8.80 16.97 25.1 Consult JM Eagleâ„¢ for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard: ANSI/AWWA C900 Pipe Compound: ASTM D1784 Cells Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certiï¬cations: ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet laying length Installation: AWWA C605 JM Eagleâ„¢ Installation Guide Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Storm 6" C900 Pipe CL 235 DR18 HD Fowler Company Submittal-Storm Sec. 10: Ln 6 Vendor: 72530 ADS, Inc. Drainage Handbook Speciï¬cations 0 1-6 ADS N-12Â® WT IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe (per AASHTO) for use in gravity-flow land drainage applications. Pipe Requirements ADS N-12 WT IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. o 4- through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S. 0 12- through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S orASTM F2306. o Manningâ€™s â€œnâ€ value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell & spigotjoint meeting the requirements ofAASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be watertight according to the requirements ofASTM D3212. Gaskets shall meet the requirements ofASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. Ajoint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fï¬ï¬ngs Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the watertightjoint performance requirements ofAASHTO M252, AASHTO M294, or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Virgin material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version ofASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500 mm) virgin pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 ofAASHTO M294 and ASTM F2306 respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot. (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at vvvvw.ads-pipe.com for a copy ofthe latest installation guidelines. Pipe Dimensions Nominal Diameter, in (mm) Pipe l.D. 4 6 8 10 12 15 18 24 30 36 42 48 60 in (mm) (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) Pipe O.D.* 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 67 in (mm) (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1702) Pipe O.D. valuesare provided' forreference purposesonly, valuesstatedfor12through 60-'inchare:1 'inch. Contactasales representative' forexactvalues Â©ADS, Inc., February 2017 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Storm Sec. 10: Ln 9 Vendor: 72670 HARCO Product Sheet FITTINGS PVC FITTI GS FOR C900 PIPE Engineered for Durability Size 4â€-12'" I-IARCO CLASS 150 PVC FITTINGS HARCO PVC ï¬ttings are injection molded from virgin PVC compound for the same high High strength and corrosion resistance you are now receiving from the C-900 pipe. These HARCO PVC fittings make possible an all PVC system. Fittings meet DR18 requirements ofAWWA Strength C-900. SUGGESTED SPECIFICATION All fittings for C-900 pipe shall be manufactured in one piece of injection molded PVC All PVC compound meeting ASTM D1?84. Fittngs shall be designed to withstand a minimum of 755 psi quick burst pressure @ 73'~â€˜-â€˜F tested in accordance with ASTM D1599. Bells shall be gasketed System joint conforming to ASTM D3139 with gaskets conforming to ASTM F477. Ductile Iron or Cast Iron Push-on Joint or lvl.J. will be allowed as alternative when PVC sizes are not available. - Iâ€˜ - - c - Easy Pi H J _ ii Installation STANDARD JOINT M j_ D .. DIMENSIONS - rm IN INCHES _ l _ High Flow Nominal1 1 Capacity Diameter A C D I-D t OD. 4 4.3 3.1 4.86 4.45 .32 4.80 6 4.8 3.5 6.96 8.38 .45 6.90 8 5.4 4.0 9.13 8.38 .58 9.05 A HARRINGTON CORPORATION - P.O. BOX H1335 - LYNCHBURG. VIRGINIA 24506 PHONE:434-8453094 - FAX:-434-945-9562 - E-MAIL:sales@harcoï¬ttings.com - WEB:vvvvvv.harcoï¬ttings.com PFi35-D2150? HD Fowler Company Submittal-Storm Sec. 10: Ln 9 Vendor: 72670 VC Fittin s for C900 Pi e Product Sheet |_ -1- L Ir- ' I . 1/ .-â€” .J '. /, ___ ;_i/I I .1â€˜ .____.if_; _ | Iâ€˜ I . N 0 '1 i l Tee Cat.ND. Site L H W1: 9Â° Bend 45 Bend 312-0484 411:4 2.8 2.8 8.? 312-8884 6.11:4 2.3 3.51 11.5 C31; |I|g_ Hill |. n[w1| ca1.1i|s.seaiL|Riwij 312-0888 81:8 s.s so 14.5 31B_D4U 322.040 4 1.s 22 41 312-8884 B1114 2.8 5.1 19.0 - 318 880 5-'1'!"-7'mm _.|.l.yo?â€˜DD s22 oso _ s 1.s|__s2| s2 | 312-0888 B115 3.8 5.1 23.8 ; - - 818-880 some-2-E lmiii "-"F-"â€™!â€œ4'-i:ooci i 4.2 2s.o s22-use 8 2.2 42 181 312-tisos 81118 5.1 J 5.1 28.8 _ "' L " - - -.- an-I L 'l F 1.â€˜ â€˜--- 4 â€˜*- F-11- _ Lâ€˜?- I â€œ 32 â€˜I2 Bend F'|l-'9 Reducer Cat. Ho. Size L '12 wt cat Hm Sm | L B wt Â¢,t_N,_ sin Lswti 321% 4 0'9 2'2 1"â€œ 344-oso s 4.14 i.1.s 3.1 B1?-11411-1 444 414 04 324-888 s 12|. ] 321. as1 344-088 5.25 1.0 8.2 81?-0888 8:8 5.25 10 198 324-080 8 1.3 i 4.2 I 15.8 B I ?;F"â€™ //K/22% 13â€â€-?'Ie;e#.e1Â»?.e*x:e:4.i:Â»;*.wiÂ§Â»vr,Ã©/â€â€"?3 J1 â€˜F2-.-.Â»/)/f"â€™:'ï¬"â€œ"jffâ€ '{'*:':'::-142128â€™; 33Â»,I!_.;1,.-"'j"f.â€™-".111.-'3?.Â»".i-"'.-"A1!-if'r.T":f*.'?'1â€™/.7"I",sâ€˜i5-'5-â€˜FA-".i':_-4;11:1,;-,'.f_ iiâ€˜ Oi" G 1'1 I 1- .... |_ .- -1 L @- Line Coupling Repair Coupling Catï¬‚o. | Size Cat. No. Size L 1 jwt sos-o4o | sos-040 4 as 'ss s4 308-0E-0 to. 11.5 sos-osil s 11.10 rs ] sr sos-oso s '11.s o.s 11.5 sos-use s 11:1n ssr 125I Piease see price Iist and engineering data sheets formore sizes 8 conï¬gurations. HARRINGTON CORPORATION ' P.O. BOX 18335 ' LYNCHBURG. VIRGINIA 24586 PHONE: 434-845-2094 - FA>(:-434-845-8562 - E-MAIL:saies@harcoï¬ttings.i:om - \VEB:vvvvw.harcoï¬ttings corn PFi3502i0Cl? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) EMORY LOFTS-SEWER - B352703 SUBMITTAL FOR EMORY LOFTS-SEWER Date: 08/09/18 To Project Information Company: E&d Excavating Project: Emory Lofts Contact: Dan Owner: Olympic Property Holdings Llc Phone: Contractor: E & D Excavating Inc Fax: Engineer: Cascade Surveying And Engineering, Randy Drvoir Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulicny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages JM Eagle SDR35/3034 Gasketed Pipe Sewer 2 GPK SDR35 PSM Gasketed Fittings Sewer 2 Multi Fittings SDR35 PSM Gasketed Fittings Sewer 2 Plastic Trends SDR35 PSM Gasketed Fittings Sewer 2 Olympic Foundry MH5 D/T Locking Ring & Cover Sewer 1 Cherne Gripper Plugs Sewer 1 HD Fowler Company Submittal-Sewer Sec. 15: Ln 12 Vendor: 74630 GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM. I.D. MIN. T. MIN. E APPROX. D9 APPROX. WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 â€” 48 CIOD 50.800 47.888 1.355 24.78 56.624 â€” PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 â€” 24 24.803 22.891 0.889 9.60 28.627 â€” 27 27.953 25.799 1.002 10.10 32.261 â€” 30 CIOD 32.000 29.070 1.148 16.75 36.348 â€” 36 CIOD 38.300 35.464 1.373 19.02 45.438 â€” 42 CIOD 44.500 41.072 1.596 22.43 51.356 â€” 48 CIOD 50.800 46.886 1.822 24.78 58.628 â€” HD Fowler Company Submittal-Sewer Sec. 15: Ln 12 Vendor: 74630 I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Product Standard: ASTM 3034 (4â€â€“15â€) ASTM F679 (18â€â€“48â€) Pipe Compound: ASTM D1784 Cells Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint: ASTM D3212 Pipe Stiffness: ASTM D2412 F/ Y = 46 PSI or 115 PSI Pipe Length: 14 or 20 feet laying length Installation: ASTM D 2321 JM Eagleâ„¢ Installation Guide Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 15: Ln 13 Vendor: 71800 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ â€“ 5â€ 150 Ft-Lbs 6â€ â€“ 8â€ 210 Ft-Lbs 10â€ â€“ 36â€ 220 Ft-Lbs (100mm â€“ 125mm 203 J) (150mm â€“ 200mm 284 J) (250mm â€“ 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ 50 Ft-Lbs 6â€ â€“ 8â€ 75 Ft-Lbs 10â€ â€“ 12â€ 90 Ft-Lbs (100mm 68 J) (150mm â€“ 200mm 102 J) (250mm â€“ 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 HD Fowler Company Submittal -Sewer Sec. 15: Ln 13 Vendor: 71800 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated Fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, â€œPVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturerâ€™s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Â½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12â€ (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineersâ€™ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Â¼â€ per foot (20.8mm/meter) for 4â€ (100mm) nominal pipe and 1/8â€ (10.4mm/meter) per foot for 6â€ (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a â€œFrench Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4â€ (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturerâ€™s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 15: Ln 13 Vendor: 77700 P.O. Box 3300, Term."A" 4507 LeSaint Court London, Ont. Canada Fairfield, Ohio USA N6A 4K3 45014 (519) 681-2140 (513) 942-9910 1-800-265-1815 1-800-523-3539 Fax (519) 681-2156 Fax (513) 942-9914 MULTI FITTINGS Engineered Tough SDR 35 GASKETED SEWER FITTINGS LETTER OF COMPLIANCE Scope: This letter of compliance covers Multi Fittings requirements for 4â€ through 42â€ (100 mm â€“ 1050 mm) PVC Trench Tough SDR35 Gasketed Sewer Fittings. These products meet or exceed performance standards set by the American Society of Testing and Materials (ASTM), CSA International (CSA) and the International Association of Plumbing and Mechanical Officials (IAPMO). Trench Tough SDR35 Gasketed Sewer Fittings are compatible with pipe manufactured to ASTM D 3034, CSA B182.1 and CSA B182.2 and is suitable for the non-pressure drainage of sewage and surface water. They can also be used in applications involving subsurface drainage. Material: Rigid PVC Poly(Vinyl Chloride) used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification 12454 or 13343. Gasket materials used in the manufacturing of Trench Tough SDR35 Gasketed Sewer Fittings complies with either of the following requirements: ASTM F 477 â€œStandard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipeâ€ for low-head applications for rubber gaskets ASTM F 913 â€œStandard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipeâ€ for TPE gaskets Molded Fittings: Molded Trench Tough SDR35 Gasketed Sewer Fittings conform to the following standards: ASTM D 3034 â€œStandard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittingsâ€ ASTM D 3212 â€œStandard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Sealsâ€ ASTM F 1336 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittingsâ€ CSA B182.1 â€œPlastic Drain and Sewer Pipe and Pipe Fittingsâ€ CSA B182.2 â€œPVC Sewer Pipe and Fittings (PSM Type)â€ IAPMO â€œUniform Plumbing Codeâ€ HD Fowler Company Submittal -Sewer Sec. 15: Ln 13 Vendor: 77700 Page 2/... Trench Tough SDR35 Gasketed Sewer Fittings Fabricated Fittings: Fabricated Trench Tough SDR35 Gasketed Sewer Fittings are made from segments of pipe conforming to the following standards: ASTM D3 034 â€œStandard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittingsâ€ ASTM D 3212 â€œStandard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Sealsâ€ ASTM F 679 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittingsâ€ ASTM F 1336 â€œStandard Specification for Poly(Vinyl Chloride) (PVC) Gasketed Sewer Fittingsâ€ CSA B182.2 â€œPVC Sewer Pipe and Fittings (PSM Type)â€ Note: Molded components meeting the requirements listed above may also be used as part of the fabricated fitting. Markings: Trench Tough SDR35 Gasketed Sewer Fittings are marked as prescribed in the above applicable standards to indicate size of the fittings, material designation, compliance to standard, and manufacturerâ€™s name or trademark. Color Coding: Gaskets for Trench Tough SDR35 Gasketed Sewer Fittings are black. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2012-10-04 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 15: Ln 13 Vendor: 80750 HD Fowler Company Submittal-Sewer Sec. 15: Ln 13 Vendor: 80750 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 20: Ln 18 Vendor: 79700 Marked Sewer NOTES: *Machine surface on ring & cover. OLYMPIC FOUNDRY INC. *Typical 8" locking clean-out 11" X 4" LOCKING FLANGE DOWN RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. MH5 D/T APPROX WT: Ring 70 Lbs, Cover 26 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 6/23/2003 TOLERANCE REV: DATE: BY: DATE: XX +- .1 CHKD: CL DATE: 6/23/2003 XXX +- .06 DWG #: MH05 D/T SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Sewer Sec. 20: Ln 17 Vendor: 79690 26 Original GripperÂ® Cherne's Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won't fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the GripperÂ® remains one of the most popular mechanical plugs on the market. Original GripperÂ® Plug Features: â€¢ Ideal for sewer testing and long-term applications â€¢ Made with glass-reinforced ABS plastic â€¢ End-of-pipe design seals only at the end of a pipe â€¢ Inside-of-pipe design seals inside pipe as far as needed Equipped with: â€¢ Easy to install extra large zinc wing nut â€“ won't rust â€¢ Natural rubber o-ring â€¢ Galvanized carriage bolt to prevent corrosion End-of-Pipe GripperÂ® plug Inside-of-Pipe GripperÂ® plug Part Number Nominal Size Range of Use MaximumBack Pressure Length Product Weight End-of-Pipe Gripper 1 1/2" 1.48"-1.65" 17 psi 40 ft. 1.75" 0.13 lbs 270210 (40 mm) (39-42 mm) (1,2 bar) (12 M) (44.5 mm) (0.05 kg) 2" 1.9"-2.17" 17 psi 40 ft. 1.87" 0.19 lbs 270229 (50 mm) (49-55 mm) (1,2 bar) (12 M) (47.5 mm) (0.09 kg) 3" 2.8"-3.1" 17 psi 40 ft. 2.5" 0.375 lbs 270237 (75 mm) (71-79 mm) (1,2 bar) (12 M) (63.5 mm) (0.16 kg) 4" 3.8"-4.06" 17 psi 40 ft. 2.5" 0.5 lbs 270245 (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) 6" 5.77"-6.08" 17 psi 40 ft. 3.75" 2.5 lbs 270261 (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 8" 7.7"-8.03" 17 psi 40 ft. 3.75" 3 lbs 270270 (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Inside-of-Pipe Gripper 4" 3.8"-4.06" 17 psi 40 ft. 2.5" .5 lbs 270296 (100 mm) (96-103 mm) (1,2 bar) (12 M) (63.5 mm) (0.23 kg) 6" 5.77"-6.08" 17 psi 40 ft. 3.75" 2.5 lbs 270253 (150 mm) (147-154 mm) (1,2 bar) (12 M) (95.3 mm) (1.14 kg) 8" 7.7"-8.03" 17 psi 40 ft. 3.75" 3 lbs 270288 (200 mm) (196-204 mm) (1,2 bar) (12 M) (95.3 mm) (1.37 kg) Mechanical Plugs Always block plugs when conducting air tests. 1.800.843.7584 | www.cherneind.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) EMORY LOFTS-WATER - B352703 SUBMITTAL FOR EMORY LOFTS-WATER Date: 08/09/18 To Project Information Company: E&d Excavating Project: Emory Lofts Contact: Dan Owner: Olympic Property Holdings Llc Phone: Contractor: E & D Excavating Inc Fax: Engineer: Cascade Surveying And Engineering, Randy Drvoir Email: Submittal Information Contact Information Submittal Type: New Prepared By: Kelly Harper Revision: Salesman: Kevin Ulicny Subject: (360) 913-7045 Spec Section: The following items are submitted: Spec No Item Submitted Comments Pages US Pipe DI Tyton Joint Pipe Water 2 Mcwane DI Tyton Joint Pipe Water 3 ADS PE4710 SDR9 Polypipe Water 2 Interstate Plastics PE4710 SDR9 Polypipe Water 1 US Pipe Fabrication DI Spools Water 1 Tyler Union Import C153 MJ & C110 Flanged Water 2 Fittings Matco Norca Import NL Brass Fittings & Import Water 1 Galvanzied Fittings Merit Brass Import NL Brass Fittings & Sch 40 Water 2 Brass Nipples Smith Cooper Sch 40 Brass Nipples Water 1 Romac Style 202S Service Saddles Water 2 Romac Romagrip Pipe Restraints Water 2 Ford Co NL Brass Water Service Fittings Water 5 M&H & Kennedy C515 Resilient Wedge Gate Water 11 Valves M&H Style 129S Fire Hydrant & Nozzle Water 3 Harrington HPHA50-45NH/Cap Storz Adapters Water 2 Zurn/Wilkins Model 350XL Double Check Valve Water 2 Assembly Oldcastle Precast/Carson 1730 Meter Box & Cover Water 2 Oldcastle Precast/Carson 1730BCF meter Box & Water 2 Cover Olympic Foundry 940 24" Valve Box Base, 18" Top Water 3 & Lid SIP Int 940 24" Valve Box Base, 18" Top & Lid Water 3 Regency Wire 10Ga Type UF Wire Water 2 Service Wire 10Ga Type UF Wire Water 1 US Pipe Field Lok 350 Gaskets Water 1 HD Fowler Company Submittal -Water Sec. 25: Ln 19 Vendor: 85870 TYTON JOINTâ€œ PIPE Tyton Joint is U.S. Pipeâ€™s trademarkfor pipe with a push-on type connection. Al*~Jâ€˜:1l/.A"i-"W.-'i-"A. E-_!.A.lllilif-i;lIiâ€˜E Simplicity. sturdiness and watertightness are built intothe system by design. Convincing proofof its worldwide acceptance is shown bythe factthat more ANSI.-â€˜AWWA C151i'A21.5. Ductile Iron than 95% ofthe pipe now sold by U.5. Pipe isTytonJoint. Pipe, CentrifugallyCastforWater. DuctileIronTytonJointPipe iscentrifugallycastin Tyton Joint Pipe is available in sizes 3" through 54".Sizes 3"through 42" are metal moldsinaccordancewithANSIJ available in nominal 18-foot laying lengths. 4" through SDâ€œ sizes, along with AWWAC15liA2i.5. sizes 43"through 64", are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4" through 36" are UL listed,and sizes 4" through Theasphalticoutsidecoatingisinaccordancewith lo" are FM Approved. Al"lSllAWWAE15'|l'A2'|.5l. When TytonJointPipe is used forbridgecrossings orother above-ground Asspeciï¬edinANSIIAWWAClSiM21.51, pipe installations. each length ofpipe must be supported in a mannerto restrict weightshavebeen calculated usingstandard barrel bothvertical and horizontal movement. weightsandweightsofhellsbeing produced. ATyton Gasket is the onlyaccessory required when installingTyton Joint ANSIIAWWA C104.-â€˜A.21.4,Cement- Pipe. It is a circular rubbergasketthat hasa modiï¬ed bulb shape in cross Mortar Lining for Ductile-Iron Pipe section. Gasketsare furnished in accordancewith ANSIIAWWA C11 if and FittingsforWater. A21.1. Composition and dimensions ofthe gasket have been carefuliy Thecement-mortarliningand insidecoatingarein engineered toensure a watertight and lasting seal.The standardTyton Gasket accordancewithAHSIIAWWAti[iiiA214. is manufactured of5BR â€”-styrene butadiene rubber. Gasketsofspecial Special liningsandiorcoatingscanhefurnishedfor speciï¬cconditions elastorners may be ordered forspecial applications.The gasket contourand bell socket contourensure thatthegasketwill remain seated during proper AHSIIAWWA C111r'A21.11, Rubber- assembly ofthe pipe. Whenjoint restraint is required forpushâ€”onjointpipe, GaslretJointsforDuctile-Iron Pressure two optionsareavailablefrom U.S. Pipe. Forjoint restraintof4"through 24", Pipeand Fittings. Field Lok 350 Gaskets may be used. Field Lok 350 Gaskets are ratedfor 350 psi TytonGasketsarefumishedin accordancewith in sizes4"through 24". In addition, for 4"through 36" sizes,TR Flex Pipe and AHSIIAWWA C1iliA2i.1l. Fittings maybe used, and for 30" through64" sizes, HP Lok Pipe and Fittings may be used.TP. Flex Pipe and Fittings are rated forworking pressures for350 AHSIJAWWA C1D5fA21.5, Polyethylene psi in 4" through 24" sizes, 2513 psi in sizes3D"through 36". ForHP Lok Pipe and Encasement for Ductile Fittings, theworking pressure is 350 psi for 30" through 64â€œ. For higher pressure Iron Pipe Systems. applications contact your U.S. Piperepresentative. Complete details on Field Ifspeciï¬ersandusersbelievethatcorrosivesoils willbeencounteredwhereourproductsaretohe Lok35DGaskets,TR Flerc Pipe and Fittings,and HP Lok Pipeand Fittings can be installed,pleaserefertoAlllSlr'AWâ€˜WAÂ£1051â€™All.5, found on our website. www.uspipe.com. forpropererrtemalprotection procedures. ASTM A746-D3 "Standard speciï¬cation forDuctile IronGravitySewer Pipe." ASTM A?1i5~Dï¬‚"Standard Speciï¬cation forDuctile Iron CulvertPipe." ASTM A536"Standard Specification forDuctile IronCastings.â€œ NOTE: U.S. Pipequalifies forFederal Procurementunder PublicLaw hlo.94-581], HDTE: Eachofthefollowing is a nationallyrecognized standardsorganization: Section6002,knownastheResource RecoveryActof19?-o, since, dueto American National Standards institute {ANSI},AmericanWaterworks modemtechnology,recycled ironand steel scrapare used toa largedegree in Association {AWWAL American SocietyforTestingand Materials |[ASTlv'l}, ourDuctile iron Pipe production. Underwriters Laboratories{UL}, National Fire ProtectionAssociation{l~lFPA], The piain end ofthepipe isfurnishedbeveled orwithaquartereliipse on the Ni"5iÂ°â€œPl 5â€˜=""l'PtlÂ°" FPâ€œ"dPFiP" ["551FPHPFYMUâ€œ-â€˜Pl (ml edgetoallowassembly. Morethannoyearsofsuccessfulerrperience have proved itssealingcapabilities. Hydrostatictests haveshown thatthe systemwill withstand pressuresfarin excessofrated pressures. U.5.Pipe AForrerroEorrrpony 2 HD Fowler Company Submittal-Water Sec. 25: Ln 19 Vendor: 85870 TYTON JOINTâ€œ PIPE â€” WEE Pewter 5'15 ""'5'""E55crass THICKNESS oursiocoiiuiicrcii B"â€œ"EL'â€EIG"Troot PEâ€œ WEIGHT PER LENGTH wcisiir PIER LENGTH I8-F001LAYING LENGTH 20-F0iI.'iT LAâ€˜iâ€™|iÂ»iiL~.Ll;i~ioTH 54 0.34 3.96 "1.-3 220 La-I-LI-I 55 0.32 3.96 "2.3 240 LU 56 0.40 3.96 "3.2 255 51 0.26 4.30 "1.3 225 235 J5-hr 52 0.29 '2.e 235 200 53 .422 1 4-4 _ 23 260 33.3 -Iii.-'-lb 54 0.35 4.3I 's.0 230 310 -I5 55 0.33 "-5.1 300 sso -lb 56 0.41 :P'.4-â€˜-â€˜.4â€™:ll-2'-'-Eil3'i_ii_ll_I'i_il'I_J 'z.s 320 355 50 0.25 6.9I "6.0 305 335 51 0.23 '2.3 335 320 52 0.31 P253â€˜â€˜-Q"-Q "9.6 320 410 53 0.34 6.0 21.4 400 445 54 0.32 6.91 23.2 435 430 U'i-C25-C2\C2'1C2â€™\C2"1 55 0.40 6.9Ii_i1_i-r_rr_i-r_i-=i_i 25.0 465 515 C21- 56 0.43 6.90 26.2 495 550 W. so 0.22 0.05 22.3 430 425 DD s1 i0;3L 0.05 i2!-iii 425 525 s2 _ 0.53 __ 0.05 22.2 520 525 ss oars 0.05 30.1 560 620 54 0.39 0.05 32.5 605 620 55 0.42 0.05 34.3 650 220 oooooooooo 56 0.45 9.05 32.2 690 265 5Â° are 1 30.1 520 52.â€˜? i 51 0.32 ' â€˜. 33 625 690 i 52 0.35 " ". 36.2 630 rso ï¬‚ 53 0.33 " ". 39.2 230 010 F 54 0.41 â€˜ ". 42 1 235 azo F 55 0.44 " ".1l.â€”|.-â€”l| 45.1 340 030 F 56 0.42 " ".T 43.0 390 000 DDDDDDD 11:!11:!11:!11:!1:!I3 Table continuedon nextpage P NOTE:Thicknesses and dimensionsof3"through 64"ductileiron â€˜Tolerance of0.0. ofspigotend: 3-12 in., 10.06 in.,: 14-24 in pipe conform to AN5ii'AW'iAlA Cl512A21.5l.Weights mayvaryfrom +0.05 in., -0.03in.; 30-43in.,+0.03 in.,-0.06 in.; 54-64 in , the standard becauseofdifferencesin bell weights. +0.04in.,-0.10in. â€œIncluding bell;calculated weightofpipe rounded offto nearest 5 lbs. U.5. Pipe AFoiterro-Cornpony Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 19 Vendor: 80580 TYTONÂ® JOINT PIPE ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot or beveled plain end and remove any TytonÂ® Joint sharp edges with a standard file. Pipe Outside Pipe Size *Dimensions In. Thickness In. Diameter Step 2. After making sure that the correct gasket is In. From To In. A B being used, insert it into the recess in the bell with the small end of the gasket facing the bell 3 .25 .40 3.96 5.80 3.00 face. 4 .25 .41 4.80 7.10 3.15 6 .25 .43 6.90 8.63 3.38 8 .25 .45 9.05 10.94 3.69 Step 3. Apply lubricant to the inside surface of the 10 .26 .47 11.10 13.32 3.75 gasket, making sure that the entire surface is 12 .28 .49 13.20 15.06 3.75 coated. Apply a generous coating of lubricant 14 .28 .51 15.30 17.80 5.00 to the beveled portion of the plain end. 16 .30 .52 17.40 19.98 5.00 18 .31 .53 19.50 22.00 5.00 Step 4. Guide the plain end into the bell and, while 20 .33 .54 21.60 24.12 5.25 maintaining straight alignment, push the 24 .33 .56 25.80 28.43 5.50 plain end into the bell socket. Once the joint 30 .34 .63 32.00 35.40 6.55 is assembled, necessary deflection can be 36 .38 .73 38.30 41.84 7.00 accomplished. When assembly is complete, the *Nominal laying length is 18 ft. bell face should be aligned between the two white depth rings, for TytonÂ® Joints. FastiteÂ® Joints have only 1 assembly stripe. NSF 61 ISO 9001 ATLANTIC STATES CLOW WATER PACIFIC STATES CANADA PIPE MCWANE CAST IRON PIPE CO. SYSTEMS COMPANY CAST IRON PIPE CO. COMPANY ULC CAST IRON PIPE CO. DIPRA 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E 1201 Vanderbilt Road Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 Birmingham, AL 35234 908-454-1161 740-622-6651 801-373-6910 905-547-3251 205-322-3521 atlanticstates.com clowwater.com pscipco.com canadapipe.com mcwanepipe.com HD Fowler Company Submittal-Water Sec. 25: Ln 19 Vendor: 80580 DIMENSION AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE Thickness Nominal Wt. of Barrel TytonÂ® Joint Pipe Size In. OD* In. Class Thickness In. Per Ft. â€ Lb. Wt. of Bell Lb. Wt. Per Lgth.â€ Lb. Avg. Wt. Per Ft.â€¡ Lb. 3 52 .28 3.96 9.90 9 205 10.40 3 54 .34 3.96 11.80 9 245 12.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 ATLANTIC STATES 14 55 .48 15.30 68.40 59 1290 71.70 CAST IRON PIPE CO. 14 56 .51 15.30 72.50 59 1365 75.80 16 50 .34 17.40 55.80 65 1070 59.40 183 Sitgreaves St. 16 51 .37 17.40 60.60 65 1155 64.20 Phillipsburg, NJ 08865 908-454-1161 16 52 .40 17.40 65.40 65 1240 69.00 atlanticstates.com 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 CLOW WATER 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 SYSTEMS COMPANY 18 50 .35 19.50 64.40 74 1235 68.50 2266 S. 6th St. 18 51 .38 19.50 69.80 74 1330 73.90 Coshocton, OH 43812 18 52 .41 19.50 75.20 74 1430 79.30 740-622-6651 18 53 .44 19.50 80.60 74 1525 84.70 clowwater.com 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 PACIFIC STATES 18 56 .53 19.50 96.70 74 1815 100.80 CAST IRON PIPE CO. 20 50 .36 21.60 73.50 80 1405 77.90 1401 E 2000 S. 20 51 .39 21.60 79.50 80 1510 83.90 Provo, UT 84603 20 52 .42 21.60 85.50 80 1620 89.90 801-373-6910 20 54 .48 21.60 97.50 80 1835 101.90 pscipco.com 20 55 .51 21.60 103.40 80 1940 107.80 20 56 .54 21.60 109.30 80 2045 113.70 CANADA PIPE 24 50 .38 25.80 92.90 101 1775 98.50 COMPANY ULC 24 51 .41 25.80 100.10 101 1905 105.70 1757 Burlington St. E 24 52 .44 25.80 107.30 101 2030 112.90 Hamilton, ON L8N-3R5 24 53 .47 25.80 114.40 101 2160 120.00 905-547-3251 24 54 .50 25.80 121.60 101 2290 127.20 canadapipe.com 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 MCWANE 30** 50 .39 32.00 118.50 170 2305 127.90 CAST IRON PIPE CO. 30** 51 .43 32.00 130.50 170 2520 139.90 30** 52 .47 32.00 142.50 170 2735 151.90 1201 Vanderbilt Road 30** 53 .51 32.00 154.40 170 2950 163.80 Birmingham, AL 35234 205-322-3521 30** 54 .55 32.00 166.30 170 3165 175.70 mcwanepipe.com 30** 55 .59 32.00 178.20 170 3380 187.60 30** 56 .63 32.00 190.00 170 3590 199.40 36** 50 .43 38.30 156.50 239 3055 169.80 36** 51 .48 38.30 174.50 239 3380 187.80 36** 52 .53 38.30 192.40 239 3700 205.70 NSF 61 ISO 9001 36** 53 .58 38.30 210.30 239 4025 223.60 36** 54 .63 38.30 228.10 239 4345 241.40 36** 55 .68 38.30 245.90 239 4665 259.20 DIPRA 36** 56 .73 38.30 263.70 239 4985 277.00 HD Fowler Company Submittal-Water Sec. 25: Ln 19 Vendor: 80580 LAYING CONDITIONS Type 1* Type 2 Type 3 Type 4 Type 5 Flat-bottom trench.â€ Loose backfill. Flat-bottom trench.â€ Backfill lightly Pipe bedded in 4 in. (100 mm) Pipe bedded in sand, gravel, or Pipe bedded in compacted consolidated to centerline of pipe. minimum of loose soil.++ Backfill crushed stone to depth of 1/8 pipe granular material to centerline lightly consolidated to top of pipe. diameter, 4 in. (100 mm) minimum. of pipe. Compacted granular Backfill compacted to top of or select material++ to top of * For 14 in. (355-mm) and Notes: pipe. (Approximately 80 percent pipe. (Approximately 90 percent larger pipe, consideration Standard Proctor, AASHTO T-99.) Standard Proctor, AASHTO T-99.) should be given to the use Consideration of the pipe-zone embedment conditions included in of laying conditions other this figure may be influenced by factors other than pipe strength. than Type 1. For additional information on pipe bedding and backfill, see ANSI/ AWWA C600. â€ â€Flat-bottomâ€ is defined as undisturbed earth. American Association of State Highway and Transportation Officials, 444 N. Capitol St. N.W., Suite 225, Washington, DC 20001. ++ â€Loose soilâ€ or â€œselect materialâ€ is defined as native soil excavated from the trench, free of rocks, foreign materials, and frozen earth. STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS ANSI/AWWA C151/A21.51 FEDERAL WWP421D, Grade C DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE ANSI/ASTM A746 DUCTILE IRON FITTINGS FOR WATER AND OTHER LIQUIDS 3 in. through 36 in. ANSI/AWWA C110/A21.10 DUCTILE IRON COMPACT FITTINGS 3 in. through 24 in. ANSI/AWWA C153/A21.53 FLANGED FITTINGS ANSI/AWWA C110/A21.10 ANSI B16.1 DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 COATINGS AND LININGS Asphaltic ANSI/AWWA C151/A21.51 ANSI/AWWA C110/A21.10 ANSI/AWWA C153/A21.53 Cement Lining ANSI/AWWA C104/A21.4 Various Epoxy Linings and Coatings MANUFACTURERâ€™S STANDARD Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 JOINTS â€“ PIPE AND FITTINGS Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11 FEDERAL WWP421D Flanged ANSI/AWWA C115/A21.15 ANSI B16.1 Grooved and Shouldered ANSI/AWWA C606 PIPE THREADS ANSI B2.1 INSTALLATION ANSI/AWWA C600 NSF 61 ISO 9001 ATLANTIC STATES CLOW WATER PACIFIC STATES CANADA PIPE MCWANE CAST IRON PIPE CO. SYSTEMS COMPANY CAST IRON PIPE CO. COMPANY ULC CAST IRON PIPE CO. DIPRA 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E 1201 Vanderbilt Road Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 Birmingham, AL 35234 908-454-1161 740-622-6651 801-373-6910 905-547-3251 205-322-3521 atlanticstates.com clowwater.com pscipco.com canadapipe.com mcwanepipe.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 42 Vendor: 65670 ADS, Inc. Drainage Handbook Specifications 1-1 ________________________________________________________________________________________________ ADS POTABLE WATER SERVICE PIPE (IPS) PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Pipe (IPS) pipe SIDR 15, SIDR 11.5, SIDR 9, and SIDR 7 for use in potable water service applications. Pipe Requirements ADS potable water service pipe shall meet the requirements of ASTM D2239, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Iron Pipe Size (IPS) standards. Material Properties Pipe material shall be high-density polyethylene conforming to the minimum requirements of cell classification 345464C as defined and described in ASTM D3350, except that carbon black content should not exceed 3.5%. The resin shall have a material designation code of PE3608 (formerly PE3408) by the Plastic Pipe Institute. Disinfection/Maintenance The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. Pipe Properties 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" Inside Diameter 0.622 Â±0.01 0.824 Â±0.015 1.049 Â±0.02 1.380 Â±0.02 1.610 Â±0.02 2.067 Â±0.02 in (mm) (15.8 Â±0.25) (20.9 Â±0.38) (26.6 Â±0.51) (35.1 Â±0.51) (40.9 Â±0.51) (52.5 Â±0.51) Wall Thickness 0.060 +0.02 0.060 +0.02 0.070 +0.02 0.092 +0.02 0.107 +0.02 0.138 +0.020 in (mm) (1.5 Â±0.51) (1.5 Â±0.51) (1.8 Â±0.51) (2.3 Â±0.51) (2.7 Â±0.51) (3.5 Â±0.51) SIDR 15 Pressure Rating 0 100 100 100 100 100 100 @ 73F psi (kPa) (689) (689) (689) (689) (689) (689) Weight 30 Â±2 39 Â±2 56 Â±2 97 Â±3 129 Â±3 200 Â±5 gm/ft (gm/m) (98 Â±7) (128 Â±7) (184 Â±7) (318 Â±10) (423 Â±10) (656 Â±16) Inside Diameter 0.622 Â±0.01 0.824 Â±0.015 1.049 Â±0.02 1.380 Â±0.02 1.610 Â±0.02 2.067 Â±0.02 in (mm) 15.8 Â±0.25 20.9 Â±0.381 26.6 Â±0.51 35.1 Â±0.51 40.9 Â±0.51 52.5 Â±0.51 Wall Thickness 0.060 +0.02 0.072 +0.02 0.091 +0.02 0.120 +0.02 0.140 +0.02 0.180 +0.020 in (mm) (1.5 Â±0.51) (1.8 Â±0.51) (2.3 Â±0.51) (3.0 Â±0.51) (3.6 Â±0.51) (4.6 Â±0.51) Pressure Rating 125 125 125 125 125 125 SIDR 11.5 @ 730F psi (kPa) (862) (862) (862) (862) (862) (862) Weight, 30 Â±2 50 Â±2 72 Â±2 125 Â±3 146 Â±3 248 Â±5 gm/ft (gm/m) (98 Â±7) (164 Â±7) (236 Â±7) (410 Â±10) (479 Â±10) (814 Â±16) ADS, Inc., December 2009 HD Fowler Company Submittal -Water Sec. 35: Ln 42 Vendor: 65670 ADS, Inc. Drainage Handbook Specifications 1-2 ________________________________________________________________________________________________ Pipe Properties (continued) Inside Diameter 0.622 Â±0.01 0.824 Â±0.015 1.049 Â±0.02 1.380 Â±0.02 1.610 Â±0.02 2.067 Â±0.02 in (mm) (15.8 Â±0.25) (20.9 Â±0.38) (26.6 Â±0.51) (35.1 Â±0.51) (40.9 Â±0.51) (52.5 Â±0.51) Wall Thickness 0.069 +0.02 0.092 +0.02 0.117 +0.02 0.153 +0.02 0.179 +0.02 0.230 +0.028 in (mm) (1.8 Â±0.51) (2.3 Â±0.51) (3.0 Â±0.51) (3.9 Â±0.51) (4.5 Â±0.51) (5.8 Â±0.71) SIDR 9 Pressure Rating 160 160 160 160 160 160 @ 730F psi (kPa) (1103) (1103) (1103) (1103) (1103) (1103) Weight 32 Â±2 53 Â±2 88 Â±3 155 Â±3 185 Â±5 330 Â±5 gm/ft (gm/m) (105 Â±7) (174 Â±7) (289 Â±10) (509 Â±10) (607 Â±16) (1083 Â±16) Inside Diameter 0.622 Â±0.01 0.824 Â±0.015 1.049 Â±0.02 1.380 Â±0.02 1.610 Â±0.02 2.067 +0.02 in (mm) (15.8 Â±0.25) (20.9 Â±0.38) (26.6 Â±0.51) (35.1 Â±0.51) (40.9 Â±0.51) (52.5 Â±0.51) Wall Thickness 0.089 +0.02 0.118 +0.02 0.150 +0.02 0.197 +0.02 0.230 +0.03 0.295 +0.035 in (mm) (2.3 Â±0.51) (3.0 Â±0.51) (3.8 Â±0.51) (5.0 Â±0.51) (5.8 Â±0.71) (7.5 Â±0.89) SIDR 7 Pressure Rating 200 200 200 200 200 200 @ 730F psi (kPa) (1379) (1379) (1379) (1379) (1379) (1379) Weight 38 Â±2 71 Â±2 116 Â±3 210 Â±5 227 Â±5 440 Â±8 gm/ft (gm/m) (125 Â±7) (233 Â±7) (381 Â±10) (689 Â±16) (745 Â±16) (1443 Â±26) * Additional SIDRs may be available. Contact an ADS Representative for regional availability. ADS, Inc., December 2009 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 42 Vendor: 73790 SUBMITTAL SHEET SDR-9 CTS 250psi HD PE4710 ASTM D-2737 NSF CERTIFIED Products Product Number Diameter Weight1 4CTS-075-###2 3/4" 10.3 4CTS-100-###2 1" 16.9 4CTS-125-###2 1-1/4" 25.0 4CTS-150-###2 1-1/2" 34.8 4CTS-200-###2 2" 59.4 1 Weights are per 100' of pipe. 2 Replace ### with the length of pipe. i.e. 4CTS-075-300 for a 3/4" x 300' coil. Specifications Diameter O.D. Calc I.D. Min. Wall 3/4" 0.875" Â±0.004" ~0.681" 0.097" Â±0.010" 1" 1.125" Â±0.005" ~0.875" 0.125" Â±0.012" 1-1/4" 1.375" Â±0.005" ~1.069" 0.153" Â±0.015" 1-1/2" 1.625" Â±0.006" ~1.263" 0.181" Â±0.018" 2" 2.125" Â±0.006" ~1.653" 0.236" Â±0.024" Standards & Certifications NSF/ANSI Standard #14, NSF/ANSI Standard #61 ANSI/AWWA C901 specifications for polyethylene (PE) pressure pipe, tubing, and fittings (1/2" to 3" for water) ASTM D-1248 specification for polyethylene (PE) plastics molding and extrusion materials ASTM D-3350 specification for polyethylene (PE) plastics pipe and fittings material ASTM D-2737 specification for polyethylene (PE) plastic tubing Interstate Plastic, Inc. HDPE pressure pipe and tubing are in compliance with the Trade Agreement Act (19 USC 2501) and are proudly made in the USA in beautiful Post Falls, ID Interstate Plastic, Inc. 3375 E Seltice Way PO Box 398 Post Falls, ID 83877 P: (208) 773-4538 (800) 776-7537 F: (208) 773-9400 (888) 206-3012 2014-MAY-15 -- INTERSTATE PLASTIC, INC. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 30: Ln 32 Vendor: 70720 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 22: Sec. 25: Ln 23 Vendor: 84890 23U - ANSI/AWWA C153/A2153 ï¬l Mechanical Joint Compact Ductile Iron Fittings TYLER U N IONâ€œ â€œ':"â€˜*:â€œâ€œâ€™*Â°:â€œ Quality Waterworks Products â€˜:| DOMESTIC E NDN_DDMES.nc SUBMITTAL: C153 MECHANICAL JOINT PRODUCT [Current revisions for the noted Standards Hï¬ï¬llï¬ SIZES: 2â€ - 54" (2â€ not included in ANSI/AWWA C153 standard] STANDARDS: ANSIIAWWA C153/1121.53, NFPA13j'24, 3â€-15" UL ancl 3â€œ-1oâ€ FM listed 8. approved {File - Tvler Union} MATERIAL: Cast of ASTM A535 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged ï¬ttings rated at 250 psi. Mechanical joints 2â€œ â€” 24" rated at 350 psi and 30â€œ â€”45" at 250 psi. *Note: With rubber annular ring flange gasket, 2â€œ â€” 24â€ Flanged fittings can be rated at 350 psi. Note: Wves over 12â€ are not pressure rated. Contact Tvler Union for rating in vour application. DEFLECTION: Joint deflection 5" max for 2"â€” 12â€ and 3Â° max for 14â€â€” 48". Reduces by 50% at nominal pipe Si fitting diameters NSF-51 81 NSF372: Meets all requirements including Annex G, Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. ASPHALT COATING: Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 INSTALLATION: Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. â€”-E L .31 2 _ Ã©"-â€˜:5 ' F 2 s â€˜5t.â€˜0\~- â€œ 2â€˜ _l:T 0.?5-- i<' 1 o c A 0.12--l F xâ€˜ NOMINALIUINTDIMEN5IDN5 |N INCHE5 B-ULT5 A Dla' . B Hub C Dia' . JDIa. K" Dia. K3Dia' . L NI T QW- D| Pipe Depth GLAND GLAND GLAND GLAND H 2.51 2 50 3 50 3-50 2.51 4 25 5.15 5 55 0.55 0 52 0.35 0.30 3,24 5}5x3 2 ass also .11.. 4.54 Ros s.1s 2.52 2.55 o.ss ofÃ©z o.Â§.Â§ o.ss am? 523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 225 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 2,33 3;â€™4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;â€™4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15.25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f2 10 15 12.40 3.50 15.50 15.54 12.54 21.00 2__:-'_:_.Â§_s 11?-I.-5Â° 0.05 1.Â§1 o.sa_ 0.50 10 324:4-1f2 1? 15 15.50 a.so 20.50 20.24 15.54 23.25 24.53 24.25 1.00 1.35 0.55 0.54 1/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1-44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 4.50 45.25 45.55 44.52 50.52 53.12 53.12 1.45 2.00 1.25 0.52 1-325 1-1_l'4x5-1;â€™2 25 43 50.50 4.50 52.05 52.25 50.92 52.50 50.00 50.00 1.45 2.00 1.35 0.50 1-325 1-12425-122 32 54 Availableon Request 50 Availableon Re-nest 54 Availableon Request Annlston 1501 W 12"" St I Anniston, AL 35201 I {E00} 225â€”2501 Elmer 201 liienvon Ave I Elmer, NewJersev03315 Corona: 1001 El EaminoAve. I Corona, EA 92329 I (B55) 522-B421 New Lenox: 2200 West l'l5â€˜lI'El'tl New Lenox, IL50451 Tyler: 11910 ER 492 ITvier, Texas 25205 I (500) 522-5425 Portland: 15520 N. Lombard St. I Portarid. 0R 92203 Dallas: 1201Ave. S. 5uite100 I Grande Prairie, TX 25050 Oxford: 1500Greenbrier Dear Road lAnniston, AL 35202 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 25: Ln 21 Vendor: 84890 280 - ANSI/AWWA C110/A21.10 Class 125 Flange Joint Full Body Ductile iron Fittings ER U N â€˜ O N5 Revised 4/2013 Quality Waterworks Products |:| DOMESTIC |:| NDN_DDMEs.|.|C SUBMITTAL: C110 FLANGE JOINT CLASS 125 PRODUCT _[Current revisions for the noted Standards appiï¬‚ SIZES: 2â€ - 54â€ (Contact Tyler Union for 54â€ â€” 64â€ flange fitting information) STANDARDS: ANSIXAWWA C110fA21.10, NFPA 13/24, ASME 516.1, 3â€ - 12" UL listed and FM approved MATERIAL: Cast ofASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings *2" â€” 48" rated at 250 psi. 54â€œ â€” 64â€ rated at 150psi. *Note: With rubber annular ring flange gasket, 2â€ â€” 2-'11â€ flanged fittings can be rated at 350 psi. DEFLECTION: Deflection is â€œnotâ€ recommended for flange joint due to the rigidity of thejoint. NSF-61 82 NSF3?2: Meets all requirements including Annex G, Tyler Unionâ€™s Underwriters Laboratory listing MH16439. COATING: Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox N140-1211. Contact Tyler Union for additional coating options. CEMENT LINING: Per ANSI/AWWA C10-ii/â€˜A21.-4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSIXAWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FLANGE5: ANSI Class 125 per ASME B16.1 and ANSI/'AWWA C111/A21.11. Bolt holes shall straddle the center line NOTE: Class 125 ASME 516.1 are not compatible with Class 250 Flanges NOTE: Class 250 ASME 515.1 ï¬ttings are available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111./A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSIIAWWA C151/A2151. FLANGE DETAlLS IN INCHES BOLTS Size Diameter Flange B.C. Flange Bolt Hole SIZE my Inches DI Pipe 0-.0. Diameter ThicknessT Diameter 2 2.51 5.00 4.75 0.02 0.250 515 it 2-1.14 ,,--____--._,, 4.30 0.00 2.50 0.34 0.250 510 X 3 ' '9 73;. Hâ€œ 0.30 11.00 3.50 1.00 0.325 3/4 2 3-1/2 ""_'_" \ 00Ch-Iiâ€˜- 5.05 13.50 11.25 1.12 0.025 3/4 it 3-1/2 D0-PI-IiiDD00 ' 10 11.10 15.00 14.25 1.10 1.000 Us x 4 12 ._ . "iâ€˜\â€™\, '1-.,_' - _ I 12 13.20 10.00 12.00 1.25 1.000 2/324 12 14 15.30 21.00 10.75 1.30 1.125 124-1/2 12 _.r- \s .3, â€”_,_â€” ,3 15 114Â° 2?:-52 21% 1.-1'3 15125. 1.54.-:1!Z 15 :~~l-_câ€˜__i-_- 1a 13.50 25.00 22.25 1.50 1.250 1-1/0 it 5 15 - ..... - 20 21.00 22.50 25.00 1.55 1.250 1-1/3 it 5 20 _|i in ,_I 24 25.00 32.00 20.50 1.00 1.325 1-1/415-1/2 20 30 32.00 3B.?5 36.00 2.12 1.3175 1-1,/4 x 5-1f2 23 if_i â€œ;:>~~..- .4 " --_____- ' 35 33.30 46.00 42.75 2.33 1.625 1-1,12 x 7 32 42 44.50 53.00 49.50 2.62 1.625 1-1/2 x 7'â€”1/2 36 54 Available on Request Annlston: 1501 W 1?"â€˜ 51:. 0 Anniston, AL 35201 l {B00} 225-1501 Elmer: I-'01 Kenyon Ave.o Elmer, NewJersey03315 Corona: 1001 El CaminoAve. o Corona, CA 528?-'5 I {BEE} 52?-5411 New Lenox: 2200 West Haven: NewLenox, ILE0451 E 11910 CR 452 -ITyler, Texas 3'51-'0Ei I (S00) 52?-34TS Portland: 15670 N. Lombard St. I Portland, OR 57203 Dallas: 1201Ave. 5. 5uite100 l Grande Prairie, TX T5050 Oxford: 1500Greenbrler Dear Road |Anniston, AL 3520? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 40: Ln 52: Sec. 40: Ln 53 Vendor: 77670 Specification & Compliance Guide Effective July 23, 2015 Brass Threaded Fittings Copper Fittings ASTM B62-93-93 (C83600) 85-5-5-5 Threaded Ends ANSI/ASME B1.20.1 ANSI/ASME B1.20.1 Solder Ends ASTM B88 ANSI/ASME B16.5 ASTM A306 ANSI B16.18, B16.3 Class 125 NSF-61 (Alloy C12200) ISO 9001:2000 UL/FM Listed & Approved EX15226 Forged Steel Fittings Fed Spec. WW-P460C MSS-SP-106 ASME A105, ASTM 182 (F301, F304L, F316, F316L, ASTM B584-93B F304H, F316H, F317L, F321, F11, F22, F91) Unions WW-U-516B ASME B16.11 NSF-61 Approved ASME B1.230.1 ASTM B 584 (Lead Free) MSS-SP-79/83/95/97 Normalized ISO 9001:2000 Brass Threaded Flanges 2000 lb., 3000 lb., and 6000 lb. ASTM B62 Threaded and Socket Weld ASME B16.24 ASME B1.20.1, Class 150 Brass Threaded Nipples ISO 9001:2000 ASTM B43 ANSI B1.20.1, WW-N-351 Malleable Iron Fittings ANSI/ASTM B687-96 ASTM A197, ASTM A153 NSF-61 Approved ASME 16.3, ASME B16.34 ASME B1.20.1, ASME B16.39 Merchant Steel Couplings Coating ASTM A164 LS or ASTM A865, ANSI/ASME B1.20.1 ASTM A165 NS S1255 ASME/ANSI B16.4 All fittings pressure tested to 300# Class ISO 9001:2000 UL/FM Listed & Approved EX15174 API Line API 5L Union WW-U-5116-B, EX9172 FED Spec WW-P-404 Others GS143, JIS H-0401 XH AAR, Recessed and BS 21 DIN 2999 Non-recessed ISO 9001:2000 Galvanized Fittings meet NSF-61 Steel Welded Nipples Sch. 40 & 80 Cast Iron Flanges Galvanized Nipples - NSF Approved ASTM A126 ASTM A733, ASTM A53 ASTM A48, ASME 16.1 ASME B1.20.1 ASME B1.20.1 ISO 9001:2000 ISO 9001:2000 ISO 14001:1996 Cast Iron Fittings Seamless Sch. 80 Nipples ASTM A126 ASTM A 106 ASME B16.4 Class 125 ASTM A733 ASME B1.20.1 ASME B1.20.1 ISO 9001:2000 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 40: Ln 52: Sec. 40: Ln 53 Vendor: 77590 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 40: Ln 51 Vendor: 77590 December 18, 2013 To our valued customer: We hereby certify that to the best of our knowledge and belief all brass nipples manufactured by Merit Brass Company in Cleveland, Ohio conform to specification ASTM B687-88. Nipples are threaded with American Standard taper pipe threads (NPT) in accordance with screw-threaded standard for Federal Services Handbook H-28. Brass nipples have a weighted average lead content of<= .25% and are in compliance with lead content requirements for lead free plumbing as defined by the U.S. Safe Drinking Water Act. Sincerely, c:m:pp~1 Chief Operating Officer --1 P.O. Box 43127 â€¢ One Merit Drive â€¢ Cleveland, OH 44143 Phone: 216 261 9800 â€¢ Toll Free: 800 726 9800 â€¢ Fax: 800 726 9880 â€¢ www.meritbrass.com â€¢ www.mbwebXpress.com 009001 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 40: Ln 51 Vendor: 83735 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 35: Ln 39 Vendor: 82790 April 4, 2016 ROMAC INDUSTRIES, INC. . @ 1;;33;?;;â€˜j,Â§â€˜;i?;â€˜;,,, Double Strap Servlce Saddles Certifiedto Certifiedto NSF/ANSI6iâ€”G NSF/ANSI6iâ€”G _'- Style 2o2u stge 202NU Style 202s Style 202NS Painted Saddle Nylon _ oated Saddle Painted Saddle Nylon Coated Saddle With U-|30|â€™IS With U-|30|â€™I$ with Stainless Steel Straps with Stainless Steel Straps 1/2" l.P, 3/4" & 1" l.P. or C.C. TAP 1 1/4" â€” 1 1/2" â€” 2" l.P. or C.C. TAP (2 1/2" IP ONLY) NOMINAL O'D' APPROX. PIPE SIZE R'j\',Â§('Â§E 2o2u 2o2|\|u 31$ 202s 202NS 31$ 2o2u 2o2|\|u 31$ 202s 202NS 81$ WEiï¬)l:l;ea. 2.38 2.50â€˜ 1Lo 3.5 # 3.502 5.0 # 3.45 4.05Z3 5.0 # 4.00 - 4.50 7.5 # 4.50 - 4.80 7.5 # 4.50 - 5.403 7.5 # 6.00 - 6.63 9.0 # 6.63 - 6.90 9.0 # 6.63 7.603 9 0# 8.00 - 8.63 â€˜0.0# 8.63 - 9.05 0.0# 8.63 9.803 â€˜0.0# 1 0" â€˜0.0' -â€˜1.10 â€˜1.5# *1.1-:- â€˜2.123 â€˜1.5# â€˜2.0' - â€˜3.20 "2.5# â€˜3.2' - â€˜4.38 3 oo-|>-|>-is-is-|>-|>ovovovo~|o1o-loooog; oo-|>-|>-is-|>-|>-|>owcÂ»ovo~|o1o1ooooEÂ§ â€˜2.5# â€˜5.3' - â€˜6.80 â€˜5.3# 1 6" â€˜7.4' - â€˜8.90 â€˜6.0 # 1 8" â€˜9.5' -21.10 â€˜8.0 # 20" 21.11 - 22.70 20.0 # 22" 22.71 - 24.30 POA POA 21.0 # 24" 24.31 - 25.90 23.0 # 26" 25.71 - 27.30 24.0 # 28" 27.31 - 28.90 24.5 # 30" 28.9' - 30.50 25.0 # 30.51 - 32.10 OOOOOOOOOJOJOOOOOO-l>-l>-l>O3CD-l>-l>-l>Oâ€˜lCJâ€˜lOâ€˜lO3CDCDO0O0 cooooooooooaoooooo-|>-|>-|>owov-|>-|>-|>o~|o1o~|ovowovoooo3 26.0 # Prices and weights shown are per saddle. Manufacturer Recommendations: For PVC applications select the saddle with the top of range number that is closest 1 202 - 2.50 can accommodate up to 1 1/2" l.P. to the diameter of the pipe. and 1 1/4" C.C. Service saddles with U-Bolts are not recommended for use on PVC pipe. 2 202 for 3" nominal size can accommodate up to 2" l.P. and 1 1/2" C.C. For Copper pipe, Romac recommends single strap saddles which should be pre- formed at the factory, or see pg. 4-6 for 304/306 stainless steel saddles. 3 Not recommended for iron pipe size To Order: Add tap size to the upper range of the saddle. PVC or ductile iron size PVC (C-900). When ordering for PVC pipe, _ UPPER TAP TYPE Specify O.D. (D.l. or IPS) STYLE RANGE SIZE THREAD Example: Painted Saddle with U-Bolt: 1202 â€” 7.60 x 3/4" lPi Stainless Steel Strapâ€”add letter "S": i202S â€” 7.60 x3/4" lPi Nylon Saddleâ€”add designation "NU": 202NU â€” 7.60 x 3/4" lPi Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 40 Vendor: 82790 ROMAC INDUSTRIES, INC. STYLE 101S & 202S SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610 and NSF 61 Certified. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coatings Shop coat applied to cast parts for corrosion protection in transit. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, on pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC, asbestos cement and other pipe: up to the maximum rating of the pipe. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See catalog, sizes up through 32.10. This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 27 Vendor: 82790 HD Fowler Company Submittal-Water Sec. 25: Ln 27 Vendor: 82790 ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe) with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 3 2 6 350 700 5Â° 4 2 7.5 350 700 5Â° 6 3 11 350 700 5Â° 8 4 16.5 350 700 5Â° 10 6 23 350 700 5Â° 12 8 29.5 350 700 5Â° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal-Water Sec. 35: Ln 44 Vendor: 70790 SUBMITTAL INFORMATION 80 Series Coppersetter - (VBH87-xxB-11-77-NL style) FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH BY-PASS (2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET 17" Meter Spacing Flanged Angle Flanged Angle Ball Valve Check Valve Meter Support Bracket Height Copper Tube By-Pass Ball Valve 2" 1" FIP Inlet FIP Outlet SERVICE LINE CONNECTION APPROX. CATALOG âœ“ SUBMITTED HEIGHT FIP INLET FIP OUTLET WT. LBS. NUMBER ITEM(S) 12" 32.0 VBH87-12B-11-77-NL 15" 33.0 VBH87-15B-11-77-NL 18" 34.0 VBH87-18B-11-77-NL 2" 2" 21" 36.0 VBH87-21B-11-77-NL 24" 37.0 VBH87-24B-11-77-NL 27" 39.0 VBH87-27B-11-77-NL FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for proper identification â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) â€¢ Constructed with Type K Copper and conforms to ASTM B-88, Copper Alloy #122 â€¢ All Ford Meter Setters are assembled with Lead-Free Solder â€¢ Meter Support Brackets are standard â€¢ Padlock Wing is standard on all Angle Meter Ball Valves or Key Valves The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 11/15/12 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 41 Vendor: 70790 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1000-xx-Q-NL style) AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET External Nut Stop EPDM O-ring Solid one piece tee-head and stem Molded EPDM rubber seat with reinforcing ring supports the ball Dual EPDM O-rings in the stem Body Outlet Threads AWWA/CC Threads Quick Joint Nut Stainless Steel Gripper Inlet Outlet Molded Buna-N Spring Tip Gasket provides Hydraulic Seal External Nut Stop Length Fluorocarbon-coated brass ball Image shown above is an FB1000-4-Q-NL. VALVE BODY OUTLET APPROX. PART SUBMITTED VALVE SIZE INLET SIZE OUTLET SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 3/4" 3/4" 3/4" 4-19/64" 3/4" Flare Copper 1.6 FB1000-3-Q-NL 1" 1" 1" 4-31/64" 1" Flare Copper 2.6 FB1000-4-Q-NL 1" 1" 1-1/4" 4-5/16" 1-1/4" Special Thread 3.4 *FB1000-45-Q-NL 1-1/4" 1-1/4" 1-1/4" 5-21/32" 1-1/4" Special Thread 4.3 *FB1000-5-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-45/64" 1-1/2" Special Thread 5.4 FB1000-6-Q-NL 2" 2" 2" 7-1/16" 2" Special Thread 8.2 FB1000-7-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Ends are integral or secured with adhesive to prevent unintentional disassembly â€¢ 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 03/30/16 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 45 Vendor: 70790 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART SUBMITTED LENGTH MALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" .5 C84-11-Q-NL 3/4" 1/2" 2-7/32" .5 C84-31-Q-NL 3/4" 5/8" 2-1/4" .6 C84-32-Q-NL 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1" 1-1/2" 2-9/16" 1.5 C84-46-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 * C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Body design provides octagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 03/17/16 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 40: Ln 54 Vendor: 70790 SUBMITTAL INFORMATION Quick Joint Coupling - (C14-xx-Q-NL style) FEMALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads External Nut Stop Quick Joint Nut Stainless Steel Gripper for Axial Restraint FIP Size Quick Joint Size Length Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal DESCRIPTION APPROX. PART SUBMITTED LENGTH FEMALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 1-9/16 0.4 C14-11-Q-NL 3/4" 3/4" 1-1/4" 0.6 C14-33-Q-NL 3/4" 1" 1-3/4" 0.9 C14-34-Q-NL 1" 3/4" 1-3/4" 0.7 C14-43-Q-NL 1" 1" 2-1/8" 0.9 C14-44-Q-NL 1-1/4" 1-1/4" 2-3/16" 1.5 * PJA4-45-C14-55-Q-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-Q-NL 2" 2" 2-5/8" 2.8 C14-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing * 1-1/4" Quick Joint has EPDM spring tip gasket FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/09/16 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 35: Ln 43 Vendor: 70790 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange Dimple 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP 4 SUBMITTED LENGTH NUMBER SIZE ID ITEM(S) INSERT-71 3/4" 0.824 1-11/16" ** INSERT-53-72 1" 1.049 2-5/16" Â©** INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET 4 SUBMITTED LENGTH NUMBER SIZE ID ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" ** INSERT-53-72 1-1/4" 1.069 2-5/16" Â©** INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" Â© INSERT-54-Q 1-1/2" 1.263 2-7/16" Â© INSERT-55-Q 2" 1.653 2-7/16" * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). Â© These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES â€¢ Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing â€¢ Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B) â€¢ Dimpled and flanged to retain placement within the service line â€¢ Key lock construction with a minimum of two key locks to maintain solid structural integrity â€¢ Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 10/30/12 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2â€-20â€) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Bubble Tight Hydrostatic Shell Pressure psi Seat Test psi Test psi AWWA 2â€ â€“ 20â€ 250 Water Works 250 & 400 500 ULFM 4â€ â€“ 16â€ 200 Fire Protection 250 & 400 500 Style No. Style No. Style No. Available End Connections (No Gear) Size With With With Range 2â€ Nut Hand wheel Post Plate Mechanical Joint (NRS) (no 2 Â½â€) 2â€-16â€ 7571 7571-HW 7571-P (3â€-16â€) Flanged Ends (NRS) 2â€-16â€ 7561 7561-HW 7561-P (3â€-16â€) Flanged End X Mechanical Joint (NRS) 3â€-16â€ 7572 7572-HW 7572-P (3â€-16â€) Push-on (NRS) (For PVC / SDR) 2â€-12â€ 7597 7597-HW 7597-P (3â€-12â€) Threaded (NRS) 2â€-3â€ 7057 7057-HW 7057-P (3â€only) Threaded (NRS)(With T-Head Nut) 2â€-3â€ 7067-07THN (With T-Head Nut) ***Threaded (OS&Y) 2â€-3â€ N/A 7067 N/A Tyton X Tyton (NRS) (For D.I. / C900) 4â€-12â€&16â€ 7901 7901-HW 7901-P (4â€-12â€&16â€) Tyton X Flange (NRS) (For D.I. / C900) 4â€-12â€ 7902 7902-HW 7902-P (4â€-12â€) ***Flanged Ends (OS&Y) 2â€-16â€ N/A 7068 & 7068A* N/A **Tapping Valve (NRS) 4â€-16â€ 7950 7950-HW 7950-P (4â€-16) M.J. Cutting-in Valve (NRS) 4â€-12â€ 7576 7576-HW 7576-P (4â€-12â€) ****Flanged End (Open Mitre Box) 3â€-12â€ 7211-O 7211-O-HW N/A ****Flanged End (Enclosed Mitre Box) 4â€-12â€ 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections (Bevel Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-B 7571-BHW Flanged Ends (NRS) 14â€-20â€ 7561-B 7561-BHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-B 7572-BHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-B 7901-BHW Flanged Ends (OS&Y) 14â€-20â€ 7068-B 7068-BHW **Tapping Valve (NRS) 14â€-16â€ 7950-B 7950-BHW Style No. Style No. Available End Connections (Spur Gear) Size With With Range 2â€ Nut Hand wheel Mechanical Joint (NRS) 14-20â€ 7571-S 7571-SHW Flanged Ends (NRS) 14â€-20â€ 7561-S 7561-SHW Flanged End X Mechanical Joint (NRS) 14â€-20â€ 7572-S 7572-SHW Tyton X Tyton (NRS) (For D.I. / C900) 16â€ 7901-S 7901-SHW Flanged Ends (OS&Y) 14â€-20â€ 7068-S 7068-SHW **Tapping Valve (NRS) 14â€-16â€ 7950-S 7950-SHW Note: 2â€ to 3â€ sizes full wall ductile iron (per AWWA Dimensions) *7068A is Tapped & Plugged in â€œAâ€ Position (2â€ â€“ 4â€ = Â½â€ tap)(6â€ â€“ 12â€ = Â¾â€ tap) **Each size accommodates a full size diameter tapping cutter.. ***2â€ OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18â€ and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on gate valves through 24â€ NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 RECOMMEND SPECIFICATIONS (NRS STYLE 7000)(OS&Y STYLE 7068)(2â€-20â€) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) RECOMMENDED SPECIFICATIONS (2â€-20â€) 1. Valves shall conform to the latest revision of AWWA Standard C515 covering resilient seated gate valves for water supply service. 2. The valves shall have a ductile iron body, bonnet, and O-ring plate. The wedge shall be totally encapsulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4. Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2â€ square operating nut or a handwheel with the word â€œOpenâ€ and an arrow to indicate the direction to open. 6. Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem (in NRS valves). OS&Y (rising stems) shall be bronze 7. All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8. The stems on 4â€-20â€ shall have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Valves 4â€ and larger shall accept a full size tapping cutter. 10. The body, bonnet and O-ring plate shall be fusion-bonded epoxy coated, both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11. Each valve shall have makerâ€™s name, pressure rating, and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body & cover castings. 12. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509 (and UL/FM where applicable). 13. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection (12â€ Centers) .12 in Chemical Analysis (percent) Phosphorus (maximum) .75 Sulfur (maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi SBR-STYRENE BUTADINE RUBBER â€“ ASTM D-5000 â€œO-Ringsâ€ & â€œWedge / Seat Rubberâ€ Hardness 78 5 100% Modulus (PSI) 800 ALTERNATE---EPDM â€œO-Ringsâ€ & â€œWedge / Seat Rubberâ€ Hardness 80 2 100% Modulus (PSI) 600 Tensile (PSI) 1,450 Elongation (%) 150 Compression set, ASTM D395 Method B 18% max. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) STANDARD CAST BRONZEâ€”ASTM B584 CDA836 (Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation (in 2 inches) 20% Chemical Analysis *Copper 84.0 â€“ 86.0 Lead 4.0 â€“ 6.0 Tin 4.0 â€“ 6.0 Nickel (maximum) 1.0 Zinc 4.0 â€“ 6.0 * = CU + NI = 79% Min CAST BRONZE â€“ ASTM B584 CDA867 (Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% Chemical Analysis Copper 55.0 â€“ 60.0 Lead (maximum) .50 â€“ 1.5 Aluminum 1.0 â€“ 3.0 Iron 1.0 â€“ 3.0 Nickel (maximum) 1.0 Zinc 30.0 â€“ 38.0 Manganese 1.0 â€“ 3.5 Tin (maximum) .2 ALTENATE CAST BRONZE â€“ NDZ-S ASTM B763 UNS C99500 (Stem ) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation (in 2 inches) 12% Chemical Analysis Copper 82.8 Lead (maximum) .25 Aluminum (maximum) 2.0 Iron (maximum) 5.5 Nickel (maximum) 5.5 Zinc (maximum) 2.0 Silicon (maximum) 2.0 September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 ITEM DESCRIPTION MATERIAL ASTM SPEC R1 HOLD DOWN HEX BOLT 304 STAINLESS STEEL â€”â€”â€” R2 HOLD DOWN BOLT WASHER 304 STAINLESS STEEL â€”â€”â€” R3 OPERATING NUT OR HAND WHEEL CAST IRON ASTM A126 CLASS B R4 BOLTS/NUTS (STUFFING BOX) 304 STAINLESS STEEL â€”â€”â€” R5 STUFFING BOX/SEAL PLATE DUCTILE IRON ASTM A536 70â€”50â€”O5 R6 Oâ€”RlNG (STEM) QW=3 NBR â€”â€”â€” R7 Oâ€”RING (STUFFING BOX) NBR â€”â€”â€” R8 THRUST WASHER DELRIN â€”â€”â€” R9 STEM (AWWA GRADE C) BRONZE ASTM B584 CDA 867 R1O HEX HEAD BOLTS & NUTS 304 STAINLESS STEEL â€”â€”â€” R11 COVER/BONNET DUCTILE IRON ASTM A536 70â€”50â€”O5 R12 STEM NUT (AWWA GRADE A) BRONZE EPDM ASTM A584 CDA 844 R13 WEDGE/DISC/GATE CAST IRON & SBR COATED ASTM A126 CLASS B R14 Oâ€”R|NG (COVER) NBR â€”â€”â€” R15 BODY â€” ALL TYPES DUCTILE IRON ASTM A536 70â€”50â€”O5 R16 POST PLATE CAST IRON ASTM A126 CLASS B R17 PIPE PLUG (OPTIONAL) GALVANIZED I I: i_ j] â€œÂ§!IÂ§ i_ IJ \ I â€”_ 1 _-.7-I>,///4' Ill !=Â¢/1%; â€” 2- 40 _*Â§ _ _ f Â§Â§EnQâ€˜: E_ 54 L_ ;4 L_ ; \ 44 E_ ; L ;; __ I ,_ -%,,@@, Â§\ Ij I- ,, L_ ~, . â€˜-1.â€˜--_I li-,, \\ /// >â€œÂ§ , > Â§ III_ ~,_ I1_â€˜.yâ€˜I >Â§ > 7 ,, >Â§ ,, LÂ§ â€”< ////////////////////////Â¢ \\\\\\\\\\\\\\ \Â§i I 0 I-I_| sâ€œâ€˜â€œ "â€/// Â§ â€// _ Q) â€™ \~\\â€œ (5) /0 â€//// â€â€™///// | G) G) gg 4â€ 12â€ MACH VALVE COMPANY RESILIENT SEAT GATE VALVE ANN'STÂ°NÂ»"â€˜â€"BAMA Dwg, NO, C515â€”NRSâ€”STYLE 7000 A DIVISION OF MCWANE INC. 7000 VALVE ASSEMBLY / MATERIAL LIST THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED. OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 77720 LISTED 7572 WITH 2â€ SQUARE NUT @ â‚¬% @E A.W.W.A Standard c515 7572-HW WITH HANDWHEEL WITH POST PLATE Â® 88% APPROVED 7572TID OPTIONAL T K HANDWHEEL 2" SQUARE OPTIONAL POST PLATE Md END IN I=1 ACCORDANCE TO ANSI/AWWA C111/A21.11 E1! G I [E] [E] â€˜ l!l |!| U 11:1] â€˜ Z I â€˜ Q // $ \ I Q D E0 E I 4 * \. / :â€˜Qm â€œâ€˜=iâ€”Q \|i, \\\â€˜ % I K I â€˜CT _T'FT_ NUMBER & 9121: FLANGED END â€˜N <â€”E3â€”> OF sous ACCORDANCE WITH Hâ€”FLANGED ENDS 125 LB. STD. DRILLING Jâ€”MJ END PER ASME/ANSI B161 VQIQIQE A B c 0 E F 6 1-1 J K WEIGHT 2" NUT **3 8 1/4 4 1/4 2 1/2 7 3/4 7 1/2 3/4 12 3/8 4-5/8 4-5/s 1O 38 4 91/4 43/4 21/2 91/8 9 15/16 143/4 s-5/8 4-3/4 10 75 6 101/2 51/4 21/2 113/8 11 1 19 8â€”3/4 6-3/4 12 120 8 12 5/16 6 9/16 21/2 13 3/4 131/2 1 1/8 221/2 8-3/4 6-3/4 14 185 10 141/4 7 3/4 21/2 15 3/4 16 1 3/16 261/2 12-7/6 6-3/4 18 331 12 15 8 2 5/s 18 19 1 1/4 30 12-7/8 8-3/4 18 523 NOTE: 3" MANUFACTURED TO c509 SPEC, BUT MADE OF DUCTILE IRON *HANDWHEEL--ADD 6.5# (3"-4"), 7#(6"), 1o#(s"), 16#(10" & 12") *lND|CATOR POST PLATE ADD 16# <3"-12") ONLY *PALLET QUANTITIES 2" NUT: 3o(3"), 4o(4"), 21(6"), 8(6)", 6(1o"), 4(12") *PALLET QUANTITIES HANDWHEEL: 30(3"), 4o(4"), 21(6"), s(s"), 6(1o"), 4(12") *TURNS TO OPEN: 1o(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(s"), 31 1/2(1oâ€), 37 3/4(12") **3" to C509 spec but ductile iron DWNI TRIJ 3" 12" I/I&H VALVE COMPANY RESILIENT SEAT GATE VALVE ANNISTON,ALABAMA _ A DIVISION OF MCWANE |1\1c. DWG"7Ng'72 |â‚¬_:|i5AIN5GEST>2ILkI-$7572 THIS DRAWINGANDALLINFORMATION IS OUR PROPERTYAND SHALLNOTBE USED COPIED, OR REPRODUCED WITHOUTWRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 25: Ln 24 Vendor: 75810 KENNEDY VALVE KS-RW '1/is it aur\"\r::|J5it|: atvvww.F1:2â€˜:redy"uâ€˜u|'.r|:.c0m_ RESILIENT WEDGE VALVES 1'!|â€˜~'v:|-:|| H "|I).'r'1IllI_. 'l|â‚¬ . Â¿:::~:i'\Y|:Â£ -.'|Ii '\.~M.|1. -|.1'== |\r|:â€˜ â€˜.ILr|| KENNEDY VALVE AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 UL-262/FM-1120/1130 ULC-Underwritersâ€™ of Canada 2 1/2" Figure No. Figure No. with Available End Connections & Size Range (STD) Post Plate 7702SS "#$%&$&'()*+,-''''''''''''''''''''./'0'1/''''''''''''''''''''''''''''''''''2342' Accessories (per AWWA C509 dimensions) Certified to â€˜\;,u|Lz>/4,0 NSF/ANSI 61-G ~56 NSF/ANSI 372 Gâ€œS 7am\Â°Â° "sMBvÂ§â€˜ .0 Sizes 2" - 12" Kennedy Valve/KS-RW 515 5-1 HD Fowler Company Submittal -Water Sec. 25: Ln 24 Vendor: 75810 RECOMMENDED SPECIFICATIONS FOR C-515 RESILIENT WEDGE GATE VALVES KENNEDY VALVE RESILIENT SEATED GATE VALVE 4"-24" C-515 Valves shall conform to the latest version ofAWWA Standard C-515 covering Resilient Seated gate Valves for Water Supply Service. The valves shall have a ductile iron body and bonnet. The wedge shall be totally encap- sulated with rubber. The sealing rubber shall be permanently bonded to the wedge to meet ASTM tests for rubber metal bond ATSM D249. Valves shall be supplied with O-Ring seals at all joints. No flat gaskets shall be allowed. The valves shall be either non-rising or rising stem, opening by turning left to right, and provided with 2" square operating nut or a handwheel with the "Open" and an arrow cast in the metal to indicate the direction to open. Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS&Y (rising stems) shall be of bronze. All stems shall operate with bronze stem nuts, independent of stem (in NRS valves). NRS stems shall have (2) O-Rings located above thrust collar and (1) O-Ring below. All stem O-Rings shall be replaceable with valve fully opened and subjected to full pressure. The NRS stems shall also have (2) low torque thrust bearings located above and below stem collar to reduce friction during operation. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depres- sions in the seat area. Valves shall accept a full size tapping cutter. The body, bonnet and stuffing plate shall be coated with fusion bonded epoxy, both inte- rior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 certified *(2" - 12" certified to NSF 61-G). PIV plates shall be painted black Each valve shall have a maker's name, pressure rating, and year in which it was manu- factured cast in the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to requirements ofAWWA. Valves shall have all brass components cast and assembled in the USA and shall be manufactured by Kennedy Valve Company or equal. * Certified to NSF/ANSI 61 Annex G (low lead compliance <: .25% Pb) Updated O1/31/13 Kennedy ValveIRSGV Submittal Sheets HD Fowler Company Submittal -Water Sec. 25: Ln 24 Vendor: 75810 KS-RW (c515) MATERIAL SPECIFICATIONS KENNEDY VALVE Material Specifications DUCTILE IRON Specification ASTM A536 Grade 70-50-5 Physical Properties Minimum tensile strength 70,000 psi Minimum transverse strength 50,000 lbs Minimum deflection (12" centers) 5% STANDARD CAST BRONZE - ASTM B763 C99500 (Stem Nut) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation (in 2 inches) 12% ChemicalAnalysis Copper Remainder Lead (maximum) .25 Aluminum 0.5 - 2.0 Iron 3.0 - 5.0 Nickel (maximum) 3.5 - 5.5 Zinc 0.5 - 2.0 Silicon 0.5 - 2.0 Manganese (maximum) 0.5 CAST BRONZE - ASTM B584 C86700 (NRS Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% ChemicalAnalysis Copper 57.0 - 60.0 Lead (maximum) .50 - 1.50 Aluminum 1.0 - 3.0 Iron 1.0 - 3.0 Nickel (maximum) 1.0 Zinc 30.0 - 38.0 Tin (maximum) 1.5 (EPDM) Ethylene Propylene Diene Monomer Hardness (Shore A) 801 5 Tensile (PSI) 1,500 min Elongation (%) 150 min Compression set, ASTM D395 Method B 20% max Updated 01/31/13 8-4 Kennedy Valve/RSGV Submittal Sheets HD Fowler Company Submittal-Water Sec. 25: Ln 24 Vendor: 75810 = LISTED APPROVED LISTED {-3 nu %@_ % TW < gmff 3 5 /6% in /- ; i IE1ii - Wâ€œ 1 Â°_iii_Â§iÂ§'-'5li| .. x _________ an.-:;\\\Â§i 12 â€™/0%; l_J' __ I |!iÂ¢Tâ€” E _ E3 3 â€˜_\â‚¬'/ III -E-3 III *3 E III -h 5 ,4// = â€˜ilgi"\\Â§ 35 â€˜~15! g $15: I _. lg: - -": \\\\\~.\\\\\\\â€˜/0////I/av///.1/.r G) 1 &$\\m\\\&Â§ \\\\\\\:;\\\\\\\\m\\\&Â§\~<\\ â€\ \ <9 w -17.- â€™/0 I L 9///_,6_ \H\* G) â€ -> 1 G) 2 G)-G) d C C AClass Stainless Steel AF593/F594 Stufï¬ng Box 12Ductile AA536Grade 70-50-5 Stufï¬ng Box O-Ring/gasket C/F594 Grade 70â€“50â€“5 Grade 70â€“50â€“5 (EPDM Encapsulated) Ductile Iron ASTM A536 Grade 70â€“50â€“5 Grade 70â€“50â€“5 HD Fowler Company Submittal -Water Sec. 25: Ln 24 Vendor: 75810 3"-12" R/S VALVE NRS FLANGED X = MECHANICAL JOINT ENDS GENERAL DIMENSIONS LISTED APPROVED LISTED 7572SS STANDARD 7702SS W/POST PLATE __ 2' so. _I!II ~â€œâ€™Pâ€˜< \\\<I /i1 1%? â‚¬//â€ -51%â€˜-"-El s?'i_i | Per" ANSI B161 CL 125 :7 - ~>\ :7-" III :- \\\\~.x\\\\\\Â° _=%i_.- ; ____ In- -_- -. liw â€' â€”-_ lb-, --. - ///5 .ommÂ»'/.'a///$'// I(Q â€˜ J2 m\\ ~mw'~Â§.\ Â» 5 ':\...\",\\\k "9 "/1 I//,9,///,7 Â® \\\_ @ PE!â€˜ ANSI P|â€”El1l VALVE SIZE A B C D E F 3 8 1/4 4 4 1/4 10 12 3/8 3 4 9 1/4 4 1/2 4 3/4 10 14 3/4 4 1/4 6 10 1/2 5 1/4 5 1/4 12 19 6 1/4 8 12 5/16 5 3/4 6 9/16 14 22 1/2 8 1/4 10 14 1/4 6 1/2 7 3/4 18 26 1/2 10 1/4 12 15 7 8 18 30 12 1/4 5-1 Kennedy Valve/KS-RW 515 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 45: Ln 58 Vendor: 77720 SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C502 FIRE HYDRANTS 0 Model 129$ 0 Traffic Model 6 250 PSI Working Pressure â€” 500 PSI Hydrostatic Test - AWWA 0 UL / FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502. la.test revision. Fire hydrants shall be ofthe compression type. with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be 5 Wâ€™ in diameter. Fire Hydrant shall be ofa dry barrel. dry top design. The nozzle section shall consist oftwo (2) hose nozzles and one (1) pumper nozzle or other as speciï¬ed. RATING Fire hydrants shall be rated at 250 psi water working pressure. tested at 500 pounds hydrostatic tbr structltral soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side. first with the rnain valve closed for the testing ofthe valve seat: second. with the main valve open For testing of the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 6â€œ fusion bonded, epozy coated mechanicaljoint shoe. Mechanicaljoint shoes shall be ï¬tted with strapping lugs. DESIGN The main valve seat oiâ€˜the hydrant shall be made ofrubber and be supported by a one-piece bronze top pla.te -" drain valve tnechanism. Drain valves shall be faced with rubber. The bottom stem threads ofthe main valve rod shall be ï¬tted with an epozy coated. cast iron bottom plate. sealing lower rod threads from the water. Changes in size or shape ofthe waterway {_hydrant nozzles} shall be accomplished by means ofeasy curves. Ezclusive ofthe main valve opening. the net area ofthe waterway ofthe barrel and the foot piece at the smallest part shall not be less than 120% ofthat ofthe net opening ofthe main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanicaily locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place. no czcavation will be required to remove the main valve and movable parts ofthe drain valve. Further. the hydrant shall be ofthe type that can be extended without ezeavating. Hydrants shall be so designed that. in the event ofaccident. or breaking ofthe hydrant above or near grade level; the main valve will remain closed. The main valve rod shall be made in two stainless steel parts and titted with a stainless steel breakable coupling at the ground line ï¬‚ange. The ground line connection between nozzle section and the barrel shall incorporate the use oftraffic ï¬‚ange. This connection shall be so designed that the nozzle section can be rotated in any incretnent of360Â°. The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads ofthe hydrant shall be so designed as to avoid the working ofany iron or steel parts against either iron or steei. The operating stem and operating nut threads shall be square or acme type. January 2017 / M&H C502 / Model 129S HD Fowler Company Submittal-Water Sec. 45: Ln 58 Vendor: 77720 suooesrao SPECIFICATIONS (Page 2 of 21 or-ssron (cont.) Operating threads shall be lubricated at factory with food grade grease (unless speciï¬ed to require oil as a lubricant). Access shall be provided t.o ï¬eld lubricate the operating mechanism through the top ofthe op nut ifgrease is required (or through a brass oil reserve plug in the side ofthe bonnet ifoil is required). The operating thread shall be scaled from water at all times when the valve is either in the opened or closed position. The operating rod shall be constructed ofStainless Steel and passes through the double "*0" ring seal in the one piece bonnet. The bonnet shall be weather proofand utilize a weather shield integral with the extemal wrench operating HUI. The operating nut shall be made ofbronze with a self-lubricating design. Hydrants shall be ofthe dry barrel type and hydrant shoe shall have two positive self-acting non-c-onosive drain valves that shall drain the hydrant completely by opening when the main valve is closed. and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal ofthe main valve. should maintenance be required. The nozzle section shall consist of two~2 U2" hose nozzles to the speciï¬ed thread designation (NST or other. as speciï¬ed} and one pumper nozzle 4 laâ€ in diameter to the speciï¬ed thread designation (NST or other. as speciï¬ed). or other combination ofnozzle outlets. including independent hose gate valves. as speciï¬ed. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts ofhydrants ofthe same size and model produced by the same marurfacturer shall be inter- changeable. Hydrant shall open by turning to the (left or right). Direction ofopening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape ofoperating nuts cap nuts shall conform to National Standard unless otherwise speciï¬ed. Bury shall be (specify depth ofbury) measuring depth from grade line to bottom oftrench or connecting pipe. Auxiliary shut-off(isolation) gat.e valves. when required. shall be ofthe same manufacture as the hydrant. COATING The inside ofall hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red {or as speciï¬ed}. Hydrant shoes shall have an interior and exterior thermosctting epoxy coating of5 to ti mils meeting AWWA C-550. MARKINGS Hydrant shall be marked with the name ofthe manufacturer. size ofvalve opening. direction ofopening and the year ofmanufacture all in accordance with the AWWA C-502. Country oforigin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H lvlodel 129$ HD Fowler Company Submittal-Water Sec. 45: Ln 58 Vendor: 77720 MQI-I Â§-lid" MUDEL I293 FIRE H"'|â€™DlilANT rrcrn so. orv. DESCRIPTION r\IAT'ERTAL T _n. _'vl'EA'Tl|ET{ STHELD f'AST IRON ASTM A-Ila,CL.-SSS B 0 Q0 â€˜I- n_| FLATHEADCAP SiTlil:'W l-'1-I3F112" El-EI'lI.â€˜TR.'[TIIIHEI PLATEDSTEEL .._d _| _ï¬‚P'ER.ATTl'~i(iNLIT BRASS .-â€˜TLL-l__l"â€˜r' LYHTRSU E_'tt3H.TtlI-'{'H4'-l=l'|'l'l -T- _| â€˜ii-'EA'TI-|Ii_RF'Rï¬‚ï¬ti-'D-RING#33] El"D?'r-1 _.l| n_| Hi_lIT.Dl'J(]'\\"NNUT H-RASS AI.l.'l'_}â€˜r''['l.i'.'T.iS!J CTi.'it':|'llIl tI_â€˜l~l4'l-Tl'lIl Q IF _-. SDCHTIT llF.ADSET SURE'\-'v'.Ht'_'lLD [ICE-T.-"~l NUT ill-SSTAINLESSSTEELT"i'Tâ€™E E -J n_- THRLIST W.-"rH-T-[ER Nâ€˜r'L(JN DIS Hrl'll'~i"JE.TWIT]-I'l'.TTl_ FTLT PHRT â€˜EAST Tï¬ï¬ii AST|'vl A-I213.CTASS Fl Q _- IJIL ILL-SE."v'l[lR PLLTG I-'4"l'~lT"T BRASS E-J: Iâ€™-J RU '[_.l-_T~l.l f?_;_ll*l____________________ P.l.__|l"-TA_ _.-N '44 T-TTITEELE SEETTON "STAl\1D PTFED=TllN-IS.=r3'-â€˜tr BLINA-M -1-4.._â€˜|._ I?â€˜ l:T-T_IlT'-JÂ»-'l;'-'1' --'N(Ji'HLLCAPSli."-RISE-â€˜S 1-'1-Til x1-l.~'-1" ELE1â€™_."T'i~â€˜.'T_JZIl"~r[' PLA'l'lEDS'i'IiI_-L -'44 lir- H1l'll'~r""-il=.T .-â€˜NHLâ€™-I FNUTS I-"3-I5 El.-FCTRDIIHC F'I.ATED STEF.i. I 2 IIUSE Zâ€˜-JLI-ZZLIE l.'AT-' r'nsT llttth .-tsnvr A-lib.t't..-ass e .-'41 1 PILTMFERNULLLECAP (IASTTRUTH ASTMA-llb.'LL.-â€˜tSS l.-T l4â€”T â€œ -5"- â€˜TI.- }i_osE a_o'zzr.E carcwsxsr RLIBBER ASH-Tl'Il3lIl_IfiI_!l' .-â€”-1 _- PLIT-lPERNEL?'..'-I.LECATâ€˜ T.'iASTi.E'T Rl_ll.tBET-2AST"t-l LTZETCITT -I3 Iâ€™-J HTISE STFI-?'_I[.F.1-T-'1" Fl-RASS AI.[.'l_.lI"r''T_'liTT!iiSiJ E'S.TT:t'li'I-'("S-ll-T-l'lIII l6â€”l E _Tâ€™LlMl"ERNUZELE-i-l"I" BETASS ALLCl"r" CSTS50 CSSHJU-'(â€˜ti-14lIHIl . "iÂ¥S'@ 3] J J'- _5'i'}ii'l'i.1-i'| Hl-..~â€˜tlJSET SL'Rh\lr'.l-IUSI-Q LTILIlLl:-I'l' E-Ill?-.34.1-â€˜-l 5'i'AlI'~|Ll:SS S'l'l*.l.-lL UR HREJT"h|'ti.". Lâ€˜L""""-..~ II _- -SUCHET HEAT}SET SCHF.'I.lv'.PIJMPER L-J'T_.7TT.ET Till]-.iliilr-1STATâ€˜-ll.ES5 STEE]. UR HRH?â€˜-.'I".E it H '\-J â€˜IIDSE '2'-TEI-ZZ.LE E!-RING I123-1 El-LINA-N I-T |_| Pllh-TFERTâ€˜-l[Il.'-I.-'."1T..E.G-RINGT-FESTT H-TJNA-N Tâ€˜1 24 _; STAINLESSSTEEL.LÂ§|â€˜PE.R REID 3-04STAT;"~Ti_ESSSTEEL 20-2j 4 â€˜S?i!lL,T-..a=r~.. "'â€”>."l--1-â€œ-;Q'_i"'JÂ£ E _4 lâ€˜.â€˜r|S'l'.-5r[-LA'l'I'[']N TAG EIT1 \_n "'5'"T-ItITTH t'HAlN ASST-IMFl-[."r' I-II.E'['TR.{TIll"-i[' Pl.ATl-ID STEET. Pas...2-1-â€˜9 r 2? "CIIAIN ELE'E'TTtDZINC FL.-â€˜tTE[1STEEL 2-2 T .1 Is -â€”-.|-a rrozzte szc"|"ror~r tns'|' ores .tÂ».s"1'r.rA-l_2n._i._TLAS':ia .3â€˜-l _ST.A_T_lâ€˜Â§-lLE.SS_STE._E]_.BFlE-_-â€˜rIii_C1[l-_T_.i_Pi.ING_ 5-T-'?~.T7?~'.l;E55.5T.E.E.L.-"~5_Tl~T A liâ€˜5l'll.'5|i'~'?\T3â€˜E--in '5' Lil] .r:- 'L"Lli'\-"lS l-â€˜IN -1-ll]Ct]LIJ URA"Pr-â€˜NS'l'AlNL1_'5iSS-'l'l_â€˜iiL â€˜II-* S)@@S)Â®Â®Â®@ In3| Tâ€™-J Ri'3_T;Â°*_lï¬'EE'_F_'.E!â€œ_ _-._ WT"-rlSTATNl_.F_SFiSTEEL Â® â€˜I .SAFET"r' FL.."tl"~iICiE. TITULTS .'i-â€˜S-I I x4" ELECTRUZINC l"â€˜LATEDSTEEL 33 I Srrl-'E'l":' FL.-5.htIiE nurs5.-s-|r ELEC'i'FtU3-1'.ll"~C I-â€˜LA'l'ED S'l'Et:L â€˜r 34 fa! _*i.iâ€˜-_E'Â§T?!'..E'..-i'slâ€˜i@E-...... T.-T.'?t.5.T..'lSâ€˜7i'.lÂ§"-;f't.â€˜~it.T."'_l_*â€™t:.'.3iir.S.i;-5.Â§.5.-E $11??? *3) _| STANDTâ€˜TTâ€˜['1 LlPPEllâ€˜. FLANGE T'JL|l."TTLE IRON ASTM A-536.GRADE Tit-50-ti} @ 45 EH3 _| :STANT'.|FTl'-â€˜ESl.lT-T-ASST TIlTJ{'TTl.E IRUN FIFE STâ€˜ _| -STAll"~li_.ESSS-TEE!.TI]WT-TR STEIN fl-TT4STATNTT-'.SSSTF.FI_. Qt 32' 3E â€˜J1 STTUE HEX HULTS 5.~'S-lI x3" T!-tiSTAINLESSSTEEL T"r'Tâ€™E E 3â€˜? _| _sTar~rn1=r|=r|.owr=.rr_ Flanon nt..Ir"r|t.r mow r-.-__'r_|'_M x_-s,tg._oaanr '."t'i-SI]-il5 ei d 1| 3:. STICIE |lE_.'lriNUTS Sill-II ill--SSTAINLESSSTEEL T"â€˜r'T'E E O I ii Q::F;. ..r.'â€˜Kill 4| -J -DRA]N "|."AL'\."E FACTNti RU!-T-HERS-1|!"-'.l-I SPT-IT.HT}. EDT] ill â€˜DC .T_'iZ*.|.'_|â€˜.!t-iâ€˜-.T.l...Tiif'rf.ETÂ§i.. P-ET.-it-.|.bi.Tfl.5_~"i.5_T.ti.E.l.- 43 _|. TLEH-'-â€˜ERSTEMPIN 3-"trxE-l."t'I" tit-3STAINLESSSTEEL T"'r'PE E 44 |_q SEATl{IT's"T.i ALlJlâ€™t-llINL|M-BRTJNIEALLITPrâ€™_-'tSTl'~.-I B-T-illT."i.|'SST.lT.l- @ =15 |_n. SEATRINGl_-'T'T'ET\â€˜.D-RING NSF:-l BLINA-N 4'5 -J DRA]bi HULE LTLISHTNUS I.-lii-T.Ll'NÂ£T_'.A.Sl'I'v1H435 35 4? SEATlitll"r'Gl..-t'l"Aâ€™ER H-RING#155 HT-|N.A-N All |_-.1 R.|;T.-"til"-l|_'lit Rl'\liÂ§_li_h-Ttllâ€˜-IISr'.'l-SS Li-L|l'\lA-N tiâ€˜? |_- Rl;"T'A[."~lER .l~â€˜.1I'~l-Li BEL-it':i-SALL'TJ"r''T.'lSTS_â€˜i|IIl L'T!l3I!â€˜:T.lTlI.-'-l'_"li-T-1-T.|'lIl Slit _-. 'LlT'PER it-â€˜AL"v'E PLATE aEliTtTTiF11]airttav.=5r;.rrtrav;tarttt-irtrasse SI |_n â€œo-rnnc.rowrazoostar El-LINA-N 51 _- TvTAl=â€™~Â£ "r-'A[.â€˜r.-'l-'.SEAT H-LTNA-N st _-. _Lt'_}'t-'r'ER â€˜T.-'ALâ€˜vE F'L.-"tTE LT_â€˜ltQ'l=-'.lN'El'lA'ASlTE-R rs.'risT.Â»nr~rr.|zssSâ€˜l'EE.L rvrs |=. S4 LLW|'El~â€˜.â€˜tr-â€˜ALâ€˜T-â€˜EPL-â€™L'I'E -L'ASTIHUN A':i'TMA-llï¬.ICLASSH SF _||_- Sl-lOl=.- M-L [Tl.l'[TI[_.F. TEETH ASTM A-S36-.GRADE '.I't'l-f'l'J-ilI5 ill MEETS OR EXCEEDS AWWA C502 250 PSI WORKING PRESSURE AWWA eeeeg Â®Â®Â®Â®@@Â® 200 PSI WORKING PRESSURE UL/FM 500 PSI HYDROSTATIC TEST PRESSURE _ _ nï¬h - â€˜T r4.-.._.â€˜.3.___ 111''=B':0'-I---*"' ~t._./1-â€˜S?-1â€œ!!--------clâ€˜-. _v-r .zl_/L- |\|s|= @g 9 Q THISIJ-W5.ANDMLIHIGIMATTDHISGUIFICtIP!l'l"|'ANDSI-lAlLHUTB!IJSIEI-.CDHED.GIIEPIHJDTICEIIIWIHIDUT '|'r'I.Tl'l'B~lCONSENT.DESTGHlrHDIIWETTITTD-HIIGIIISRES-HVED. Â»ww=~@r~r=wÂ»~v~<- SSTEâ€˜ Â°3iOâ€˜5/20'? & COUPLING. OIL FILL BONNET ursisriiiiiiiiiï¬aame "O" l:lâ€˜l- l -T Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 45: Ln 60 Vendor: 72810 HD Fowler Company Submittal-Water Sec. 45: Ln 60 Vendor: 72810 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 40: Ln 50 Vendor: 90850 ZURN. Model 350XL Double Check Valve Assembly WILKINS Application Ideal for use where Lead-Free* valves are required. Designed r _- i_ ._ for installation on potable water lines to protect against both I - - F L . . F backsiphonage and backpressure of polluted water into the I.â€™='i'i==-5-."--"-*â€˜I:-I-I'_|_ I-i.'--n." -I11.. â€˜I water supply. Assembly shall provide protection where a â€˜I .1"-.. â€˜iiâ€™... -c 1'. potential health hazard does not exist. Standards Compliance (Horizontal &Vertical) v ASSEÂ® Listed 1015 Zlï¬‚ï¬‚l ~ lAPMOÂ® Listed 9 CSAÂ® Certified B64.5 9 AWWA Compliant C510 ~ Approved by the Foundation for Cross Connection PRODUCTS NSF/ANSI 61 Control and Hydraulic Research at the University of Southern California Options 9 ULÂ® Classified (less shut-offvalves only) (Suffixes can be combined) 9 C-ULÂ® Classified (less shut-offvalves only) with full port QT ball valves (standard) ' Meets the requirements of NSF/ANSI 61* _ I-- less ball valves, male pipe thread *(O.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) E S- with Model SXL lead-free bronze "Y" type strainer Materials : FT- with integral male 45Â° flare SAE test fitting Main valve body Low Lead Cast Bronze, BOF with blow out / flush fitting ASTM B 584 (3/4-1") f PF- with Z-BiteT"" push fit connections*(1/2"-1 " only) Housing Reinforced Ny on _ PR- with Z-PressT"" press fit connections* Fasteners Stainless Stee , 300 Series Elastomers Silicone (FDA Approved) *Fittings ship in box with valve and must be threaded into Buna Nitrile (FDA Approved) valve by hand on site. Internals Delrin Spnngs Stainless Stee , 300 Series Accessories Ball Valves Low Lead Cast Bronze, ASTM B 584 D Repair kit Struts Stainless Stee , 300 Series Thermal expansion tank (Model XT) Handles Stainless Stee , 200 Series QT-SET Quick Test Fitting Set IIIIIU Winterizing Blow out/Flush fitting (RK34-350BOE RK1-350BOF or RK114-350-375BOF) Features Sizes: 3/4",1",1-1/4",1-1/2",2" Maximum working water pressure 175 PSI Maximum working water temperature 180Â°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 OPTIONAL(MODELLEAD-FREESXL) STRAINER B H >1 uu â€” â€” @@ ' _(}_p_I! % !_%/_ - _5':~=l=Â»ix_. I | râ€”â€˜= 7 '->, T: ! ii â€˜Ln E 2 - "[9: Iiâ€™I4 IIII!I \\Â§_._Ii IQ 9 4- 176PSlG 9 I! ii?â€˜$91 Z Z â€”â€˜-5 I _II _ ILKINS350XL ,,IB-is 2%B4 ï¬g- fÂ§|iiiiii|1'Â¢~.5-9. 1217; a\g|ii DC |=:> ~â€˜!n.__ .Lm i â€˜ Q-w WULMIIMS az~c â€˜ Hi- F |â€˜uâ€”> Imi\/|9 C 0 l< A j L. I< G (3/4" -1") <1 (3 IÂ» (1-1/4" - 2") Dimensions & Weights (do not include pkg.) DIVIENSIONS (approximate) WE GHT MODEL B 350XLS|ZE A LESS BALL c D E F G H LESS WITH BA_L BALL VALVES \/ALVES \/ALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg lbs. kg 3/4 20 11 279 65/8 168 17/8 48 33/4 95 3 76 11/4 32 151/8 384 117/16 291 2.3 1.0 4.3 2.0 1 25 121/4 311 7 178 21/16 52 41/8 105 31/4 83 13/4 45 17 431 12 5/16 313 3.0 1.4 6.0 2.7 1-1/4 32 14 7/8 378 143/8 367 31/8 80 61/4 159 3 3/4 95 21/4 57 201/2 521 181/2 470 17.2 7.8 19 8.6 1-1/2 40 151/4 387 143/8 367 31/8 80 61/4 159 3 3/4 95 21/4 57 22 559 20 1/4 514 17 7.7 20 9.1 2 50 16 406 143/8 367 31/8 80 61/4 159 3 3/4 95 21/4 57 24 609 20 3/4 527 18 8.2 22 10 Zurn Industries, LLC Wilkins Rev. H 1747 CommerceWay, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 9/16 In Canada | Zurn Industries Limited Dowment N9 BF'35OXIâ€” 3544 Nashua Drive, Mississauga, Ontario i_4v 1L2 Ph. 905-405-8272, Fax 905-405-1292 Paleâ€œ NO 7i434i593i 7i784i483i &T905259 ProductNo. Model35OXL www.zurn.com Page 1 of 2 HD Fowler Company Submittal -Water Sec. 40: Ln 50 Vendor: 90850 FIOW CharaCteriStiC$ <>RaiedPlow(establishedbyapprovalagencies) MODEL 350XL 3/4" & 1" (STANDARD & METRIC) FLOW RATES (I/s) 0.00 1.26 2.52 3.79 5.05 .7 ,7 1033); _ -E AA :GPS -i___.__--n L_.4-â€œ_ 69 A5kpa u-iou-i (JO -i> PRESSURELOSSV 0""ii______ O PRESSURELO 0 20 40 60 80 FLOW RATES (GPM) MODEL 350XL 1-1/4", 1-1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/s) 0.0 3.2 6.3 9.5 12.6 15.8 15 103$ 4% --- O A VAo5 5 GPS kpa SSURELOSS 0 ---------- ov00Oco-i> PRE PRESSUREL 0 50 100 FLOW RATES (GPM) 150 200 250 Typical lnstanatmn Capacity thru Schedule 40 Pipe Local codes shall govern installation requirements. To be _ _ installed in accordance with the manufacturersâ€™ instructions P'pe 8'29 5 It/Sec 7'5 It/Sec 10 It/Sec 15 It/Sec and the latest edition of the Uniform Plumbing Code. Un- 1/2" 5 7 9 14 less otherwise specified, the assembly shall be mounted at 3/4" 3 12 17 25 a minimum of 12â€ (305mm) and a maximum of 30â€ (762mm) 13 20 27 40 above adequate drains with sufficient side clearance for testing H and maintenance. If installed below grade, be certain adequate 1 1/4 23 35 47 70 drainage is provided to prevent the device from being sub- 1 1/2" 32 48 63 95 m@F9ed- 2" 52 78 105 157 LÃ©ilj PROTECTIVE OPTIONALLEAD-FREESTRAINER ENCLOSURE ï¬g.I1 I (MODELSXL) -"ll;_/â€˜L@141 I I I I I I I I I I I I I I ilmillAE5' :3IA !â€”! !â€”! . ll 9ZÂ°= I| i " " :@,â€”_' !â€”!9 AQâ€”Q--I iii-ii "=1,1%_ :E5 - '!I:-I-9!I_I"-11I _ _| "1----"I@ idÂ» \i Ellaâ€˜'| ' i i iillizi I/:11gala)â€˜. i I % 12" MIN. ________I . T 30" MAX. OECT Â§>DR_NOFFLOW -_â€” _____________jâ€” â€”mâ€”B Bâ€”mâ€” â€”Q%â€”%W; EI \\\\\\\\\\\\\\\\\\\\\\\\\\ tmgï¬g %Â¥mÂ¥i iÂ¥mÂ§% %Â¥mÂ¥mI~I Q ' amima Emir '|l:m3 Emims 1ii|I|i Ã© 9 -iiI||Ill El"ll:_||' 'I|_:"I?II Ill||IIll i /is Qv DIRECTION OF FLOW Q) QV / 4;â€˜? INDOOR INSTALLATION OUTDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be certified to NSF/ANSI 61, shall be ASSEÂ® Listed 1015, rated to 180Â°E and supplied with full port ball valves. The main body shall be low lead Bronze for sizes 3/4" & 1 and Nylon for sizes 1-1/4" to 2". The housing shall be reinforced Nylon and the seat disc elastomers shall be silicone (FDA Approved). The first and second checks shall be accessible for maintenance without removing the device from the line. The Double Check Valve Backflow Preventer shall be a ZURN WILKINS Model 350XL. Zurn Industries, LLC | Wilkins 1747 CommerceWay, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada | Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 40: Ln 56: Sec. 40: Ln 57 Vendor: 67710 Municipal Water Specification Grade 1730 COVER: Style: Flush Material: HDPE Model: 17â€ x 30â€ Weight: 10 lbs Std. Fasteners: 3/8â€ Hex Bolt Options: Logos and Special Markings Surface: Skid Resistant & Marked* Performance: Pedestrian, ASTM C857, WUC 3.6, MarkedMarked Marked WaterWater Water SewerSewer B.M.I.D-Do Not Drink C ICVB.M.I.D-Do No Drink 12â€ & 15â€ Body B K.I.D-Do Not DrinkB.M.I.D-Do Not Drink ElectricalK.I.D-Do Not Drink K.I.D-Do Not Drink BODY: Material: HDPE A Model: 17â€ x 30â€ G Weight: 12â€ Depth: 19 lbs 15â€ Depth: 24 lbs F 18â€ Depth: 26 lbs Wall Type: Flared E D Performance: Pedestrian, ASTM C857, WUC 3.6, Cover Marked A B C D E F G Water 12â€ 33-1/2â€ 20-5/8â€ 39-3/8â€ 26-1/2â€ 35-7/8â€ 23â€ Sewer ICV 15â€ 33-1/2â€ 20-5/8â€ 40-1/4â€ 27-3/8â€ 36-5/8â€ 23-3/4â€ Electrical BMID-Do Not Drink KID-Do Not Drink 18â€ Body Light Duty: Pedestrian Only For use in non-vehicular traffic situations only. We do not recommend installation in concrete or asphalt. Coefficient of Friction <0.5 *Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 8/2013 Â©2013 Oldcastle, Inc. HD Fowler Company Submittal-Water Sec. 40: Ln 56: Sec. 40: Ln 57 Vendor: 67710 Municipal Water Specification Grade 1730 Options: Available Plastic Covers: Flush Solid (Standard) Flush with Plastic Reader Door Flush with Cast Iron Reader Door T Cover Solid Available Plastic Cover Colors: Black (Standard), Green, Grey, Tan, Purple Reader T Solid Cover Door Detail Add On Options for Plastic Covers: AMR Friendly Solutions Touch Read Hole Locking Options for Plastic Covers: Bolt Down Feature L Bolt Feature Flush Solid Cover Drop-N-Lockâ„¢ Available Body Colors: Black (Standard), Green, Grey, Tan, Purple Bolt Down Detail L Bolt Detail Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Rating: Light Duty : Pedestrian Only Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 8/2013 Â©2013 Oldcastle, Inc. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 35: Ln 46: Sec. 35: Ln 47 Vendor: 67710 Municipal Water Heavywall 1730BCF 12â€ BODY: Material: HDPE 3 4 in 1 2 in Model: 17â€ x 30â€ 17 20 in Weight: 25 lbs 303 4 Wall Type: Straight in 31 2 Mouseholes: 0-4 3 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12â€ in 2 in 25 1 9 in 2 6 in 1 18â€ BODY: Material: HDPE Model: 17â€ x 30â€ Weight: 33 lbs DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Wall Type: Straight Mouseholes: 0-4 3 4 in 1 2 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 17 20 ASTM C857 A-8, Exceeds 20,000 lb in 303 4 minimum load failure in 331 2 18â€ in 2 in 25 1 9 in 2 Medium Duty: 6 in Non-deliberate Traffic 1 For use in non-vehicular traffic situations only. D*Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.IMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. HD Fowler Company Submittal -Water Sec. 35: Ln 46: Sec. 35: Ln 47 Vendor: 67710 Municipal Water Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 28 Vendor: 79700 @Q Ifmo W A+K/7///W//////////////f///////////Ã©ï¬‚////////////f/////////////W/////Ã©ï¬‚/////////////f///////F///////////Â¢//////////// $7/////d_7///////////H_////_,//////_â€™///////////Ã©ï¬‚/////_7////////////////////////_â€™J0//////////_ï¬‚//////67/////J? K MWÂ£5GNUAUMAH_DAlB5LUE\__|_____| /%+ 3\ /////Nâ€/////4â€////ï¬ï¬////Jâ€/ï¬/////Ã© ///Jâ€?////Z////J)/7///JV///ï¬ï¬/% n? 5 H 3ffwe _H_ 5 Ifâ€}5 %N T"8D/JMn_2%N 3 If"4 F MM _|_Ca lamn ASTM A48, CL3O RATNG H A/__0 ART NO_ 940 1PPROX W_k 35 LbS REW A DATE W 6QO03 NeW bOMH RAEV DOCUMENTAPPROVED DWM CL DATE Wâ€ 6QOO3 ToLERANCE REV DATE XXL 1 XXX+ O6 CHKD CL DAE W 6QO03 _ DWG # 940 24 BOTTOM SCALE NM SHEE_h OF 1 XXXX+ 03U Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 29 Vendor: 79700 a ma," mm. 6 Us" [I-IA. 2?. - 6 5-H" - T 1 MATING SURFACES 1; 1 1,/15" 7â€œ' -,1 TO BE MACHINED "=r a F") ,__ O O '00H: '_ U3 '- â€˜kW\%~\â€˜k â€œ&Â§~\â€˜%\Â®~\Wk\\â€œ1Â§Â®\\â€œcÂ§~&1k\\ â€˜Â¥\%%\â€˜\%\ t 9 1,/4" D-IA TOP VIEW E$1â€˜. Asâ€˜\â€˜&QÂ§\\}Â¥â€˜.\ sisâ€œ 0|A.?Â¢Â¢ â€˜~\\\\ ,'_ \\\\\â€˜Â§\\\R\â€˜%â€˜~\ â€˜Q\\â€˜~.\\\\â€˜\\\â€˜l\\\\â€œâ€˜\:Â§3â€˜.\Iâ€˜k\\â€˜Q\\3â€˜.?:\~\ Tr-P6 1,58" D|A.â€”-I 7' 3,/15" BIA.L OTES: OLYMPIC FOUNDRY INC. 18" VALVE BOX TOP ATLI Cast Iron ASTM A48, CL3O â€˜PPROX WT: 33 Lbs REV: A DATE: 7/16/2003 New border REV A OCUMENTAPPROVED DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: Y: DATE: XX+- .1 CHKD: CL DATE: 7/16/2003 XXX+-.06 DWG #: 940 18 TOP SCALE: N/A SHEET: 1 OF 1 XXXX+â€”.030 <+-2 DEG Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 30 Vendor: 79700 '~ 5 3/4â€ DIELAA â€”~ ?/16â€ 5 DEGREE DRAFT â€”*â€˜**'â€”~â€”._I \. Marked Hr EEEE ~ï¬ Water ï¬‚ H @111 I ii Irrigation fl WATER In 55/8 Cw U V I I I I I I __L '\ L__________________ \.; =â€”-"' r"â€” 5/6â€ TOP VIEW I/\& _'_â€™ 2" IF}? â€”'-I r"â€”I5/16" I/2Â» /' / //'923}. BOTTOM VIEW OTES: OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER A-I-LI Cast Iron ASTIVI A48, CL3O â€˜ PPROX WT: 12 Lbs REV: A DATE: 7/16/2003 New border REV A OCUMENTAPPROVED DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: Y: DATE: XX+- .1 CHKD: CL DATE: 7/16/2003 XXX+-.06 DWG #: 940 DEEP SKIRT LID SCALE: N/A SHEET: 1 OF 1 XXXX+â€”.030 <+-2 DEG Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 28 Vendor: 84175 N00 go _ >> TMI 38 _| 2mQ___O_/_>|> @h SNGQGOI __ Smmm 8: 2% l|lâ€˜l_ I L @L_OO 1WOI_E1_J_wUâ€˜mg_ZUC3_ï¬‚Em\m_wÂ§_<__Â§ï¬‚_wâ‚¬:_IOC___â‚¬E%H_wZ_m___Im_"__w_Â§_mm_OZEmENOUCO]:OZQâ€œ_Zmg_zUCm;_mm\w_Â£>z__OÂ§____>W]_,>72U7}/SZOOF>m_m:5>Him]_lI_m_Z_HOE<_>]_]_OZ<<IO_L_mM05OOZ]_l>_Z_mU___~o_u_h_m;_~<_u__ï¬‚O_____wWâ€˜_)<_ZOm>20ooz_â€œ_U_m_â€™___>_ E>Umwg_3_O_/_OhmOOWML mo};U0mm/\_m_O_/_Z9_Hmâ€œQ/rmwlmmU_~><<__/_O_OT_ _â€œW@ _n_Z_mIgm_N_m<U/>\O_Oogzmzaï¬‚_/_O_ cum>Z/[K_S>A_m_~_>__>5Uzm*_zâ€œ0_>_U_0__Ox_O_UÂ®:>_/_QmmH"_o$50N25U55>59mMWm7w_mrÂ§_ww%o2>_%_O;_ugvEmb_Q___a____&\%___w__E__~:_____\_ Q__Q<___O___12U_N>/5/__>25_ km o__Â§glÃ©lgÂ§___6_860:052:Bi:_Kwow_â€œwgwwlg EggUgg/ZÂ®rm:O__an3Â°: ___O_|_%>7_O_w_ Mï¬‚wmwmmmï¬wW/<%wm_Nm%P1mMUHÂ§__<>__<_mâ€œoxmamï¬g Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 29 Vendor: 84175 1|76:9â€œ[|iWja__l__ GOId F > @ 1â€˜â€˜JS08 __â€œOHD} $202>|> 1|[JS@_@@___ Say; SN?â€œ _____A__ L |_|_|_ :8 1WOI_E1_J_wUâ€˜mg_ZUC3_gm\m_wÂ§_<__5_ï¬‚_w<<:_IOC___â‚¬E_____,_wZ_m___Im_"__w_Â§_mm_OZ_ï¬‚_mENoUCO]:OzOm_Zm_1_zUCm1_JEmm\m_mW>Z___OEU__>72___>W]_lOWOF?/SZO>m_m:5>HIM]_lI_m_Z_HO_HC<_>]_]_OZ<<IO_L_mMOEOOZ]_l>_Z_mU_v_~o_u_h_m;_ï¬‚<_u__ï¬‚O_____wWâ€˜_)<_ZOm>20noz_â€œ_U_m_â€™___>_ 500 _| h OD:>Ummg_3_O_/_<UzmmE wO>_|_wU0mm<_m_OZZ9_mgrmHmU_~><<__/_O _MWN 1_Z_mT_gmU29Ooggmzau_/_O_ gm/1%Â§g_>r-gmmo__w8%umH\W/AU_N>3_ZN>_U_U_OX_>__ï¬‚_QmwuO83MO":Wï¬‚wmgmï¬ormwwwoo3Â°:>50â€œâ€œEm>_U_Â§_E:gw_Â§___Â§___%\%_s______â€˜______\_ 92__Â°__U_N>2_/__12_ >m;>>2â€œ 0__Â§Â§___6_Om\Oo\;3%_8|Â§|@_wow__â€œTQXHq_w$ww|2K >ZOrmm%_Mg\]_/my ___O_|_%>7_O_w_ U_7>_mZm_OZm<>__<mÂ£5â€œ>mmE/__|_m$____o_u__Z__m__woxO____|__m_N<<G_m_ZQ__mm%_mn_1__mU_ OU15___ go 2|__m_m_O_H_ _N_m< Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 25: Ln 30 Vendor: 84175 mUh_ 1||_____Sam 69$_LwiwSmogI @_$__m_gL1% I.% L_b___mLI J3_Pll /_â€™__ J___| Â§H__%_H__DOmg__mZ2_UÂ§Â£_zmmm{__w__UzEn_EÂ§_~_ï¬Hï¬E__m__ï¬‚__bÂ§ï¬__Â§_M_Hï¬___FPE300%UmÂ§_3_Oz_Z:__________)__â€œE___:____â€œ______ï¬‚_*__â€™____=m_~___r___=__gmUm5___:__â€œ_________Â£___ï¬_________d__â€œ.__J_____â€˜:____U_J_â€œ_%__T____H_____I_â€œNm________z_U_2;______H_z_mI_Â£_:1________â€™____:____m%_:_w=_____Â£mm:_n_"U___________L_m____GH____E______m_____=_3__â€œ_n__m________â€™__an________u 7|__m_n__ QI_|_m_______m_~____ _I |_| mmgoz}|__P NR5 â€˜_U_m}{____z_____m_____'____Fmz}__S_ï¬‚â€˜Ira_â€™___}n___@______tâ€œ_____â€™__Dam_}__|___H_|_r_m___H_______1ï¬xDm}q1_}ï¬m__rm:_uâ€œ__=____â€œ_H__1___E1__}g__uK_U_UÂ¢:Em_u_n g___U5H__E"_H__E________H___=Q_=hH_2_m_â€œ\_%mï¬a=H%Q:__\m:_;_u_D_{__Â£HEm E|Â§'&_E%__"___"_EH____i___;D__32%m__Â§__hmD%__E|Â§T_m__j~Â¥Ill.â€˜I _|L w__mm_ï¬__H_"uD__Um_EngMac:_U___{__w 5:mm_â€™%__nmuUmmuUE_mZm__U_EwM__ï¬_â€____p__m_mEaâ€œ:â€œOFgram_Z____________<_mUHIm_Â§_mm_Zï¬Imm____u_M_u_mn_1_5"103EEO _M H}_|mQ__Ewig "H? Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 49 Vendor: 83010 830 South West Street, Sikeston MO 63801 800-876-3020 / 573-472-2990 / FAX 573-471-3134 UF/TWU Irrigation Wire Description: Regencyâ€™s single conductor UF/TWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National Electric Code NFPA-70. Conductor construction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-8. Gauge sizes 18 thru 8 are solid conductors. Sizes 6 thru 4/0 are stranded conductors. The insulation is a high quality polyvinylchloride (PVC) for systems applications of up to 600 volts and conductor temperatures up to 60 C. The UF/TWU Irrigation Wire is constructed in accordance with Underwriters Laboratories, Inc. standard 493 and 83, as well as CSA 22.2 No. 75. Application: Suitable for use as power and control wire for irrigation systems. Construction: Conductor: Soft drawn bare copper (ASTM Spec. B-3 and B-8). Solid (18 awg to 8 awg) Stranded (6 awg to 4/0 awg) Insulation: Polyvinylchloride (PVC) Temperature: 60 C Voltage: 600 volts Conductor Size Insulation Thickness Colors 14 .060 1-12 12 .060 1-12 10 .060 1-9, 11 8 .080 1-8 6 .080 1-5 4 .080 1, 2, 3, 5 2 .080 1, 2, 3, 5 1/0 .095 1, 2, 3, 5 2/0 .095 1, 2, 3, 5 HD Fowler Company Submittal -Water Sec. 35: Ln 49 Vendor: 83010 Available Colors: 1-Black, 2-White, 3-Red, 4-Blue, 5-Green, 6-Yellow, 8-Orange, 9- Gray, 10-Pink, 11-Purple, 12-Tan. Material must be able to pass the following tests without showing signs of degradation: Cold Bend â€“ The insulation shall not show any cracks when sample is bent around a 3X mandrel after being subjected to â€“25 C for four (4) hours. Electrical - AC test voltage, 60 seconds at 5000 volts. Sunlight Resistance Test - Samples conditioned for 300 hours of carbon-arc or xenon-arc exposure. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal-Water Sec. 35: Ln 49 Vendor: 84040 Manufacturing quality. Delivering service. UF / Type TWU 600 Volt Copper Description & Features: Specifications & Standards: C(UL) listed Single Conductor Type UF/Type TWU is suitable UL 493; UL1581; RoHS Compliant for use as Sprinkler Irrigation Control Wire for general purpose Federal Spec AA-59544, CSA C22.2 No. 75 lighting and power. Construction provides solid or stranded soft annealed copper conductor insulated with PVC that provides Construction: Pump and Irrigation excellent abrasion, acid, chemical, oil and moisture resistance. Conductors: Soft annealed copper â€¢ UL listed Type UF 600 Volt (#14 thru 4/0 AWG) Solid (18 AWG to 8 AWG) â€¢ C(UL) Listed Type TWU 600 Volt (#14 thru 4/0 AWG) Stranded (6AWG to 4/0 AWG) â€¢ Direct burial rated Insulation: Thermoplastic PVC â€¢ Resistant to acids, alkali, grease and chemicals Temperature: 60Â°C Voltage: 600 Volts â€¢ Abrasion, crush and moisture resistant Applications: â€¢ Suitable for use as power and control conductors for irrigation systems â€¢ For use in accordance per NEC Article 339 TYPE UF SINGLE CONDUCTOR Conductor Dimensions (inches) Standard Packaging Weight Part Number AWG (Lbs./Mft.) Insulation O.D. 500' 1000' 2500' ULE18 18 (solid) .045 .130 X X 13 ULE16 16 (solid) .045 .141 X X 15 UF14 14 (solid) .060 .184 X X 27 UF12 12 (solid) .060 .201 X X 36 UF10 10 (solid) .060 .272 X 50 UF8 8 (solid) .060 .303 X 81 UF6 6 (7 str) .060 .342 X 121 UF4 4 (7 str) .080 .389 X 176 UF2 2 (7 str) .080 .450 X 261 UF1/0 1/0 (19 str) .095 .557 Bulk 408 UF2/0 2/0 (19 str) .095 .602 Bulk 502 UF4/0 4/0 (19 str) .095 .715 Bulk 763 UL Listed - UNDERGROUND LOW ENERGY 150 VOLT CIRCUIT CABLE SUNLIGHT RESISTANT. * All values are nominal; all weights are exclusive of packaging. All diameters and weights are subject to normal manufacturing tolerances. STANDARD COLORS RD WE BE GN YW OE BN BK PE GY PK TN Single cond. size 18 and 16 S S A A A A A S A A A A Single cond. size 14 S S S S S S S S S S S S Single cond. size 12 and 10 S S A S A A A S A A A A Single cond. size 8 and larger A A A A A A A A A A A A NOTE: S = Stock, A = Available All sales are subject to Standard Terms & Conditions of Sale. 81 servicewire.com Phoenix, AZ Culloden, WV Houston, TX 877-623-9473 800-624-3572 800-231-9473 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal -Water Sec. 25: Ln 20 Vendor: 85870 FIELD LOK 350Â® GASKET 2018 EDITION P3 BBBDlP.PlPE FIELD LOK 350@ Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating dueto thrustforces. Thrust forces generally occur atchanges of ill'|SliltlNllWl BlItilt2l.1l Standard tor direction in the line. Usually, a calculated length ot pipeline extendingfrom the location of ltulzber-Basket lointsfor Ductile Iron thethrusttorce is restrained in thejoints so that this force can betransmitted to the soil Pressure Pipe and Fittings. surrounding the line. The entire pipeline is often restrained for installations in poor soil orfor crit- ical lines. FIELD LDH 35D Gaskets are avaitable in rl"â€”2it" sizes and the pressure rating is DE. P'peâ€™s FIELD LDK350 Gasket has proven to be an extremely successful. trouble-free means based on the performance requirements ofjoint restraint forwell overone million Ductile Iron pipe and fitting joint assemblies across of ittlSlitttllWA C111iA21.11. North itmerica. By simply inserting a FIELD Ltllt35D Gasket into the socket of a IYFDN lDIttT@ Pipe, Fitting or â€˜ilalve, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LDH 35D Gasket grip the pipe to prevent joint separation. FIELD LDH 350 Gaskets, utilizing patented improvements, are rated by U.S. Pipe for operating pressures up to 350 psi â€” a rating that now matches that of Pressure C-iass 35D pipe â€” giving the engineer and user new flexibility in designing piping systems. Â® Underwriters Laboratories lists the 1l"-2!!" sizes for 350 psi. Factory Mutual, utilizing a safety factor of it, approves the ll"-16" sizes for 25D psi and the 18"-24" sizes for EDD psi service. With the use atthe FIELD LDK 35D Gasket. push-on joint Ductle Iron l"tTDN JDINT P-â€˜pe or Fittings can be quickly and securely restrained as thejoTnt is assembled. The restraint provided shall be a beltless. integral restraining system and shall be rated for350 psi in accordance with the per- formance requirements of ANSIiilW'Iâ€˜tk C1l1ih21.l1. Field cut pipe are no longera problem to restrain. No pipe surface preparationâ€˜ or grooving is required forfield cut pipe other than the cut end needing to be beveled as required for any pushâ€”on joint spigotend. With the FIELD LDH 35D Gasket in place, thejoints are restrained without thrust blocks. bolts, grooves, rods, clamps or retainer glands, resulting in savings ot labor, material and time. l'iltl.lTItItl: i.i..Sâ€˜. Pipe does not recommendHELDLDK350 Gaskets foruseahoveground. Fhe tong-terrneffectofcjrciicaimoverrrenfscan hegraduatjointseparation to thepoint thattheseat on thegasketouttr iscompromised. Sources oicyciicatmovements inctude vibration asmayhe toundon bridge crossings, andthermaiexpansionandcontraction resortingfrom atmospheric temperature changes. These conditions arenot experienced withburiedpipe tines. *See note onpage 5regardingpipe with thicir coatingsortape wrap. FiEttT'tDit""", FiEt.i.?tiftii350*â€. FTTUNE, TFFONititillimâ€˜ and FRâ€˜FtEX"i' are Registered iiradernarks atU.$. PipeandFoundryCompany. NOTE; itspecifiers andusers hetievethat corrosive suits wiiibeencounteredwhereproductsare to ire instaiied. pieaserotortoritIr'Srlrâ€˜rllltâ€™l*liti l'IttI?5f1l2i..5 Polyethylene Encasement for Ductile Iron Pipe Systems iorproperexternaiprotectionprocedures. Pressure Hating; The working pressure rating ofthe FIELD LDH 35D Gasket Restrained Joint System does notexceed that of the working pressure rating ot the pipe in which it is installed. u.s. PIPE FIELD Lox sapâ€ ansulsr also-pen FiE~"5E'3' "13 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) GRANINC-02 LMORELOS DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/21/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Hub International Northwest LLC PHONE (425) 489-4500 FAX (425) 485-8489 P.O. Box 3018 (A/C, No, Ext): (A/C, No): Bothell, WA 98041 E-MAIL now.info@hubinternational.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Peleus Insurance Company 34118 INSURED INSURER B : Grandview North, LLC INSURER C : P.O. Box 159 INSURER D : Arlington, WA 98223-0159 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 103 GL 0022768-02 03/21/2019 03/21/2020 DAMAGE TO RENTED 50,000 X X PREMISES (Ea occurrence) $ 5,000 MED EXP (Any one person) $ 1,000,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY X PRO-JECT LOC PRODUCTS - COMP/OP AGG 2,000,000 $ STOP GAP 1,000,000 OTHER: $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION PER X OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y / N 103 GL 0022768-02 03/21/2019 03/21/2020 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N / A 1,000,000 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Project #PWD-1333; Emory Lofts - 104 S Olympic Avenue City of Arlington is included as an Additional Insured per the attached form(s)/endorsement(s). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Arlington ACCORDANCE WITH THE POLICY PROVISIONS. Permit Technician 18204 59th Avenue NE, #B Arlington, WA 98223 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) Â© 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Policy #103 GL 0022768-02 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED â€“ OWNERS, LESSEES OR CONTRACTORS â€“ SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II â€“ Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal and advertising injury" "property damage" occurring after: caused, in whole or in part, by: 1. All work, including materials, parts or 1. Your acts or omissions; or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf; maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the in the performance of your ongoing operations for location of the covered operations has been the additional insured(s) at the location(s) completed; or designated above. 2. That portion of "your work" out of which the However: injury or damage arises has been put to its 1. The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law; and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 04 13 Â© Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these 2. Available under the applicable Limits of additional insureds, the following is added to Insurance shown in the Declarations; Section III â€“ Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable Limits of Insurance shown in the will pay on behalf of the additional insured is the Declarations. amount of insurance: 1. Required by the contract or agreement; or Page 2 of 2 Â© Insurance Services Office, Inc., 2012 CG 20 10 04 13 Policy #103 GL 0022768-02 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED â€“ OWNERS, LESSEES OR CONTRACTORS â€“ COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II â€“ Who Is An Insured is amended to 2. If coverage provided to the additional insured is include as an additional insured the person(s) or required by a contract or agreement, the organization(s) shown in the Schedule, but only insurance afforded to such additional insured will with respect to liability for "bodily injury" or not be broader than that which you are required "property damage" caused, in whole or in part, by by the contract or agreement to provide for such "your work" at the location designated and additional insured. described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and CG 20 37 04 13 Â© Insurance Services Office, Inc., 2012 Page 1 of 2 B. With respect to the insurance afforded to these additional insureds, the following is added to Section III â€“ Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 Â© ISO Properties, Inc., 2004 CG 20 37 07 04 Policy #103 GL 0022768-02 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV â€“ Conditions: We waive any rights of recovery we may have against any person or organization because of payments we make for injury or damage resulting from your ongoing operations or â€œyour workâ€ done under a contract with that person or organization and included in the â€œproducts-completed operations hazardâ€ if: a. you agreed to such waiver; b. the waiver is included as part of a written contract or lease; and c. such written contract or lease was executed prior to any loss to which this insurance applies. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. U047-0310 Includes copyrighted material of ISO Properties, Inc., Page 1 of 1 with its permission. Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 â€¢ 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 February 26, 2020 Page 1 of 1 Mike Wolanek Arlington City, Water 154 W Cox Avenue Arlington, WA 98223 RE: 20-06778 - Emory Loft Phase II Dear Mike Wolanek, Your project: Emory Loft Phase II, was received on Tuesday February 25, 2020. All samples were analyzed within the accepted holding times and were appropriately preserved and analyzed according to approved analytical protocols, unless noted in the data or QC reports. The quality control data was within laboratory acceptance limits, unless specified in the data or QC reports. If you have questions phone us at 800 755-9295. Respectfully Ceann K Knox Lab Manager, Bellingham Enclosures: Data Report FORM: COVER Rev 2 Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 â€¢ 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-06778 154 W Cox Avenue Project: Emory Loft Phase II Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-13325 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 1 Sample Type: D - Drinking Water Date Collected: 2/25/20 09:51 Sample Purpose: Investigative or Other Date Received: 2/25/20 Sample Location: Fire Line Date Set: 2/25/20 17:34 County: Snohomish Date Analyzed: 2/26/20 12:12 Sampled By: Augusto Tararan Report Date: 2/26/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200225b 3 E. COLI Absent per 100mL SM9223 B m_200225b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 â€¢ 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-06778 154 W Cox Avenue Project: Emory Loft Phase II Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-13326 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 1A Sample Type: D - Drinking Water Date Collected: 2/25/20 10:29 Sample Purpose: Investigative or Other Date Received: 2/25/20 Sample Location: In Road East Side Date Set: 2/25/20 17:34 County: Snohomish Date Analyzed: 2/26/20 12:12 Sampled By: Augusto Tararan Report Date: 2/26/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200225b 3 E. COLI Absent per 100mL SM9223 B m_200225b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 â€¢ 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-06778 154 W Cox Avenue Project: Emory Loft Phase II Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-13327 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 2 Sample Type: D - Drinking Water Date Collected: 2/25/20 00:00 Sample Purpose: Investigative or Other Date Received: 2/25/20 Sample Location: Not Provided Date Set: 2/25/20 17:34 County: Snohomish Date Analyzed: 2/26/20 12:12 Sampled By: Augusto Tararan Report Date: 2/26/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200225b 3 E. COLI Absent per 100mL SM9223 B m_200225b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) Portland, OR Microbiology/Chemistry (c) 1620 S Walnut St - Burlington, WA 98233 - 800.755.9295 â€¢ 360.757.1400 9150 SW Pioneer Ct Ste W - Wilsonville, OR 97070 - 503.682.7802 Bellingham, WA Microbiology (b) Corvallis, OR Microbiology/Chemistry (d) 805 Orchard Dr Ste 4 - Bellingham, WA 98225 - 360.715.1212 1100 NE Circle Blvd, Ste 130 - Corvallis, OR 97330 - 541.753.4946 Bend, OR Microbiology (e) 20332 Empire Blvd Ste 4 - Bend, OR 97701 - 541.639.8425 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 20-06778 154 W Cox Avenue Project: Emory Loft Phase II Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-13328 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 2A Sample Type: D - Drinking Water Date Collected: 2/25/20 10:13 Sample Purpose: Investigative or Other Date Received: 2/25/20 Sample Location: In Road West Side Date Set: 2/25/20 17:34 County: Snohomish Date Analyzed: 2/26/20 12:12 Sampled By: Augusto Tararan Report Date: 2/26/20 Sampler Phone: 360-403-3533 Comment: Approved By: ckk,jln Authorized by: Ceann K Knox Lab Manager, Bellingham DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_200225b 3 E. COLI Absent per 100mL SM9223 B m_200225b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: labresults@arlingtonwa.gov AFTER RECORDING, PLEASE RETURN TO: Public Utility District No. 1 of Snohomish County Attn: Franklin Bolden Real Estate Services P.O. Box 1107 Everett, Washington 98206-1107 E- WO#100042778 N# 10000086529 ________________________________________________________________________ DISTRIBUTION EASEMENT Grantor (â€œOwnerâ€): The City of Arlington, a Washington municipal corporation Grantee: Public Utility District No. 1 of Snohomish County Short Legal Description: Ptn. Of NW Â¼ NE Â¼ Sec. 11, Twp. 31 N, Rng. 5 E, W.M. Tax Parcel No: 31051100100600 THIS DISTRIBUTION EASEMENT (â€œEasementâ€) is made this day of ______2019, by and between The City of Arlington, a Washington municipal corporation (â€œOwnerâ€), and Public Utility District No. 1 of Snohomish County, a Washington State municipal corporation (â€œDistrictâ€). . The Owner, and District are sometimes referred to individually herein as â€œPartyâ€ and collectively as â€œPartiesâ€. The District is referred to as â€œGranteeâ€. WHEREAS, Owner is the owner of certain lands and premises situated in the County of Snohomish, State of Washington, legally described as follows (hereinafter â€œPropertyâ€): See Exhibit A, attached hereto and by this reference made a part hereof. WHEREAS, the Grantee is desirous of acquiring certain rights and privileges across, over, under, upon and through the Property. NOW, THEREFORE, the Parties agree as follows: 1. Distribution Easement. Owner, for good and valuable consideration, receipt of which is hereby acknowledged, hereby conveys and grants to Grantee, its agents, contractors, successors and assigns, a non-exclusive easement for the perpetual right, privilege, and authority to patrol, construct, erect, reconstruct, alter, improve, extend, repair, operate, and maintain overhead and/or underground electric distribution lines and facilities, Grantee-owned communication wires and cables, and other necessary or convenient appurtenances, across, over, under, through and upon the following portion of Ownerâ€™s Property (hereinafter â€œEasement Areaâ€): That portion of the above-described property being a strip of land ten feet (10â€™) in width having five feet (5â€™) of such width on each side of the centerline of the electrical facilities as constructed, to be constructed, extended or relocated within the above described real property. The exterior boundaries of said easement being widened accordingly to provide Grantee 8 feet of easement area adjoining all sides of Granteeâ€™s ground mounted transformers, switch cabinets, and/or vaults. 2. Access To and Across Property. Grantee has the right of ingress to and egress from the Easement Area across the adjacent Property of Owner where same is reasonably necessary for the purpose of exercising its easement rights described in Section 1. 3. Ownerâ€™s Reservation of Rights and Use of Easement Area. Owner reserves the right to use the Easement Area in a manner that does not interfere with the Granteeâ€™s use of the Easement Area, and/or present a hazard to Granteeâ€™s electric distribution lines and facilities, communication wires and cables, and other appurtenances. The Owner shall not construct or permit to be constructed any structures of any kind in the Easement Area without prior approval of the Grantee. 4. Clearing of Power Line Right of Way. Grantee has the right at all times to clear said Easement Area and keep the same clear of all brush, debris and trees. 5. Trimming or Removal of Hazardous/Danger Trees. Grantee has the right at all times to cut, slash, or trim and remove brush, timber or trees from the Property which in the opinion of Grantee constitute a hazard to said lines and facilities, communication wires and cables, and other appurtenances or the Grantee's access thereto. Trees, brush or other growth shall be deemed hazardous to the lines or facilities or access of the Grantee when they are of such a height that they could, upon falling, strike the nearest edge of the Easement Area at a height of more than fifteen feet (15â€™). Except in emergencies, Grantee shall, prior to the exercise of such right, identify such trees and make a reasonable effort to give Owner prior notice that such trees will be trimmed or removed. 6. Title to Removed Trees, Vegetation and Structures. The title to all brush, debris, trees and structures removed from the Easement Area and the Property pursuant to Sections 4 and 5 shall be vested in the Grantee, and the consideration paid for this Easement and rights herein described is accepted by Owner as full compensation for said removed brush, debris, trees and structures. Owner shall be entitled to request fallen timber be set aside for Ownerâ€™s personal use. Grantee shall make reasonable effort to set aside said fallen timber provided doing the same is safe in Granteeâ€™s sole opinion. Title to any fallen timber set aside in this manner shall revert to the Owner. 7. Restoration Provision. To the extent that Ownerâ€™s Property is disturbed and/or damaged by Granteeâ€™s exercise of its rights hereunder, Grantee shall restore the condition of the Property as nearly as reasonably possible to its existing condition prior to said exercise of its rights. 8. Title to Property. The Owner represents and warrants having the lawful right and power to sell and convey this Easement to Grantee. 9. Binding Effect. This Easement and the rights and obligations under this Easement are intended to and shall run with the Property and shall benefit and bind the Parties and their respective heirs, successors and assigns. 10. Governing Law and Venue. This Easement shall be governed by and construed in accordance with the laws of the State of Washington. The venue for any action to enforce or interpret this Easement shall lie in the Superior Court of Washington for Snohomish County, Washington. 11. Authority. Each party signing this Easement, if on behalf of an entity, represents that they have full authority to sign this Easement on behalf of such entity. 12. Grantee Acceptance. By recording this Easement, Grantee hereby accepts all provisions set forth under this agreement. IN WITNESS WHEREOF, this instrument has been executed the day and year first above written OWNER: The City of Arlington, a Washington municipal corporation By: _____________________________________ Its: ______________________________________ (REPRESENTATIVE ACKNOWLEDGMENT) State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that (he/she/they) (was/were) authorized to execute the instrument and acknowledged it as the of the City of Arlington to be the free and voluntary act for the uses and purposes mentioned in the instrument. . Given under my hand and official seal this ______ day of _____________, 201_. Signature of (Seal or Stamp) Notary Public Print Name: Residing at: _ My appointment expires ! 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