RYCON, INC. MARSH LANE WATER LINE REPLACEMENT ADDISON, TEXAS 1 
TABLE OF CONTENTS I. PIPE-C909 PVC ULTRA BLUE PVC WATER PIPE II. PIPE-SDR-26 PIPE m. GATE VALVES IV. FIRE HYDRANTS V. VALVE BOXES VI. D. L FITTINGS VIL METER BOXES VIIL TAPPING SLEEVE
IX. BRASS-CORP. STOP, CURB STOP, COUPLING, SADDLES X. CASINGSPACERS XL COMBINATION AIR VALVE XIL MISC.-FLANGE BOLT & GASKET SET, POLYWRAP, DETECTABLE TAPE, MEGALUGS, HYDRANT MARKERS,
COPPER TUBING, DOUBLE DETECTOR CHECK VALVE, BRASS VALVE 2 
L PIPE-C909 ULTRA BLUE PVC WATER PIPE 3 
® oponor Uponor ETI Company Ultra-Blue ClOD Molecularly Oriented for HighStrength and SuperiorPerforIuance Ultra-Blue ClOD AWWA C909 Class 150PVC Molecularl.y 0J.ienred PressurePipe
with omhonODs J J ..􀁾􀀠􀁎􀁯􀁮􀀭􀁃􀁯􀁲􀁲􀁯􀁤􀁩􀁮􀁧􀀬􀁾􀀠􀁾􀀮􀀠Ductile Iron Pipe O.D.s No transition gaskets or special fittings required Larger I.D. than Ductile Iron or Conventional
PVC Superior flow capacity and less head loss Lighter Weight than Ductile Iron or Conventional PVC 43% lighter than C900-DR-18, safer and easier to handle, lower installed cost and more
footage installed per day Higher Impact Strength Four limes regular PVC and no linings to crack or flake off Greater Cyclic and Hoop Strength Higher Design Basis Compared to Conventional
PVC Pipe HDB of 7100 psi versus 4000 psi Superior Notch Resistance Resists splitting and crack propagation Pipe will not split from end to end One of the Safest and Easiest Pressure
Pipes to 'lap Go with the flow... Go Ultra-Blue ClOD 
L. ,'oduction Ultra-Blue PVCO Pressure Pipe manufactured by Uponor ETl combines innovative engineering design with years of experience in PVC pipe manufacturing. The result is a higher
performance, lighter weight, more cost effective pressure pipe for potable water and force main systems. PVCO stands for Molecular Oriented Poly(Viny\ Chloride) (PVC). The process of
molecular orientation has long been used to strengthen many materials. Ultra-Blue is manufactured by a process that reorients the molecules of conventionally extruded pVC pipe. The pipe,
approximately half the diameter and twice the wall thickness of the finished Ultra-Blue product, is placed inside a mold sized to the proper outside diameter of the finished product.
The temperature of the pipe is raised to the appropriate level for expansion and internal pressure is applied. This internal pressure 􀁣􀁡􀁵􀁾􀁥􀁳􀀠the pipe to uniformly expand to the
inside dimensions of the mold. The mold is designed So that during the process, the bell and gasket groove are also formed, producing a high quality bell. During the pipe expansion process,
the molecular orientation is changed and the physical properties of the finished pipe .product are established. Improvements in design and physical properties include: • Greater Hoop
Strength • Lighter Weight .• Greater Impact Strength • Larger Inside Diameter ,. Enhanced Cyclic Fatigue Resistance ,. Greater Flow Capacity Ultra-Blue meets all the requirements ofAWWA
C909 Class 150 psi with a 2.5 to I safety factor. Mnnufactured with ductile iron pipe diameters, coventional ductile iron fittings can be used without the need for transition gaskets.
I . Features Greater Hoop Strength The unique material structure of Ultra-Blue gives it a burst strength gteatly in excess of conventional PVC -ossure pipe with the same wall thickness.
Long terr. jdrostatic pressure tests show Ultra-Blue has a Hydrostatic Design Basis (HDB) of 7100 psi. Conventional PVC pressure pipe has an HDB of 4000 psi. With equivalent safety factors,
the wall thickness of Ultra-Blue can be reduced to approximately half that of conventional PVC pipe and still maintain the same pressure rating. Lighter Weight Ultra-Blue is lighter
weight than ductile iron and conventional PVC pipe. The table below compares the weight of Ultra-Blue, ductile iron and conventional PVC pipe. The difference results in easier handling
and installation. AWWA C909 " Class ISO psi Nominal Pipe Size "' 6" ...-8" 10" 12" ____..L____.l...-______􀁌􀁾____' Greater Impact St.("ength mpact tests per ASTM D2444 demonstrate Ultra-Blue's
uperior impact resistance when compared to conventional 'VC pressure pipe. Ultra-Blue has an impact strength three o four "'11es greater than conventional PVC pipe of the same la"s.
􀁓􀁄􀁒􀀱􀀸􀁾, OJ Approx. I UB Approx. I Wght. (Ibs.IfL) . Wght. (lbs.IfL) Wght. (lbs.IfL) 5.12 16.50 2.80 I 8.89 22.00 4.82 13.47 28.25 7.70 19.00 36.25 i 10AS I ! Stress Regression
Line Ai; shown above, by orienting conventionally extruded PVC pipe, actual pressure capability is dramatically increased. . Non-Corrosive Ultra-Blue, because it is non-metallic, will
not corrode . 
Performance . 􀁾􀀮􀀠Enhanced Cyclic Fatigue Resistance Abrupt pressure changes in a pipe line contribute to cyclic stresses and expansion and contraction of the pipe. Ultra-Blue's oriented
configuration contributes to exceptional cyclic !t::....􀁾􀀭􀀮􀁾􀁾􀀭􀀮􀀭􀀭􀀬􀀭􀀭􀀭􀀺􀀺􀀺􀀾􀀬􀀮􀀮􀀮..... 􀁾􀀻􀀬􀀮􀀬􀀠􀀭􀀭􀀬􀀭􀁾􀀡􀀡􀀧􀀭􀀢􀁾􀀭􀀭􀀭􀀮􀀢..' ! I fatigue resistance, which
is much greater than conventional PVC pipe, Ultra-Blue allows four times !he number of cycles to failure, , compru:ed to conventional PVC pipe. • r---.--''''l''''-----..----, Larger
Inside Diallleter Equals Superior Flow Capacity 􀁕􀁬􀁴􀁲􀁡􀁾􀁂􀁬􀁵􀁥􀀧􀁳􀀠high hoop strength results in equal pressure ratings, while being lighter weight than ductile iron or conventional
PVC. Consequently, when Ultra-Blue is manufactured with a CI O. D., larger 1. D.s result, and cross sectional areas are increased by approximately 9%, Because it has the same smooth
interior (C=150) as all PVC pressure pipes, and is supplied in the same 20 foot laying lengths, Ultra-Blue will supply approximately 9% greater flow capacity over ductile iron and conventional
PVC pipes ofthe same pressure rating. DR18 -C,I,O,D, Ductile lron* mtra-Blue C.LO.D, O.D. 􀀧􀁉􀀱􀁏􀁤􀁣􀁲􀁥􀁊􀁳􀁾􀀠""Inn O.D, Wall I.D.Nominal PSIRaling O,D. Wall I.D. PipeSiu @73°F Nom.
Thlckness Nom.Nom. Thickness Nom. Nom. 􀁾􀁾􀀠6,90 0.18 6.025 6.90 0.209 6.486.90 0.383 6.134-6" 150 9.05 0.18 8.175-S" 150 9.05 0.274 8.509_05 0,503 8.044 􀀱􀀰􀀧􀁾􀀠150 11.10 0.18 10.205
11.10 0.336 10.4311.10 0.617 9.866 13.20 0.20 12.26512" 150 13.20 MOO 12.4013.20 0,733 11.134 .Oll$dOil PC JSS dut:tile iron pipe. ifthickness cfl.wes Me Ufet4 waJllhicknesSts Increase
and I.D. decreases lU:cordillgly --Basel!. Dn PC JSO duett/e iron pipe (puAWWA CIS] snd M41) and sublect tq tDlmmces •••]ncluding cemtnt mDrtar lining Installation The Sealing System
The retained gasket is a combined lip and compression seal. which is locked inside !he bell groove. Making the seal an integral part of the pipe eliminates many of the disadvantages
of separate sealing rings. The seal is positioned in 􀁴􀁨􀁾􀀠 bell by the pipe manufacturer. The unique design. with the reinforcing plastic element. is a one piece seal, which holds
the sealing ring securely in position during transport and pipe ru;sembly. Backfilling and Testing Backfilling should be done immedia<ely after installing each length ofpipe. Backfill
that will lay adjacent to the pipe should contaln no wge rocks Or hard clods. Tamp around and under the pipe to insure adequate soil support. Pipe may be tested at any time after installation.
Prior to testing, make sure the line is properly !hrust blocked and all air has been evacuated. Do not exceed the maximum W<lter pressure rating of the pipe. Fittings Ultra-Blue hru;
ductile iron (DI) outside diameters (0. D.). making standard PVC gosketed fittings compatible. (Note: solvent weld PVC fittings cannot be used.) Ducrile iron or iron mechanical joint
fittings and iron push on type fittings can be i directly onto UItI':l-Blue, using tht! ":,,,nn"'rl MJ, gasket made: for (;;}st iron or iron pipe. Joint Restraint Devices Any joint restroim
devices: that are commonly used wilh standard PVC can be used wilh Ultra-Blur::. .Joint Assembly 􀁲􀁮􀁴􀁲􀁡􀁾􀁂􀁬􀁵􀁥􀀠wiU arrive on the jobsite wi!h the gasket installed, ready for
ru;sembly. Assemble as follows: 1. Inspect the bell and remove any foreign matter such as mud, sand or ice. 2. Clean off the spigot end of the pipe and apply lubricant to the spigot
end covering the beveled nose and sealing surface all the way to the stop mark. 3. Place the beveled end in !he companion bell and provide straight alignment. 4. Push the pipe straight
home with a bar and block until the srop mark on !he spill'" end is even with the end of the bell. S. After ru;sembly to the stop mark. the joint may be deflected axially up to 2 degrees.
Note: 1. Do not assemble the joint by swinging 01" stabbing. 2. Ultra-Blue can not be solvent welded. Tapping Ultnl-Blue is one of the easiest and safest pipes to tap. Ultm-Blue may
be tapped with !he same tapping .addles used on conventional C900 PVC pipe. The service: dumps or saddles used should: a) pnwidc full gUPPOI't 􀁾􀁜􀁲􀁯􀁵􀁮􀁤􀀠the circumference of the
pipe. b) provide a bearing area of sufficient width :llong the axis of !he pipe, 
Standards & Listings Ultra-Blue (PVCO) pipe 'hall be manufactured in accordance with the following standards: • AWWA C909 • AWWA Standard for Molecular Orienred Poly(Vmyl Cltloride)
(PVCO) Pressure Pipe, 4"-12", for Water Distribution ASTM D1784 _ Spcdlication for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compound,. ASTM
D3139 _Sl'cdlication for Ioints for Plastic Pressure Pipes Using Flexible Elastomeric Seals UNI.B.1 _Reconllllendcd Specification for Thermoplastic Pipe Ioints -Pressure and Non-Pressure
Applications ANSIlNSF STAN1)i\lU> NO. 61 -Drinking Water System Components· Health Effects TIL STANDARD 12115 • Pipe and Couplings, Poly(Vinyl Chloride) (PVC) for Underground Fire Service
FM CLASS #1612 -Approval Standard Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings for Underground Fire Protection Service Pipe DiInensiol1s & Weigbts SMItO.D. I [ :} , I lOlI 􀁾􀁶􀁾􀀠Nominal
Pipe Size (nun), 􀁾􀀠(152) /8 (203) 10 (254) 12 (305) 􀁉􀁾􀁉􀀠ellis., (iv73u I" 150 150 150 ISO ISO Nomin.1 Bell O.D. in. (mm) 􀁾􀀮􀀴􀀰􀀠(213) 10.75 (273) 13.23 (336) 15.48 (393) Nominal
BarrelO.D. in. (mm) 6.90 (175) 9.05 (230) 11.10 (282) 13.:20 (335) Min. wan Thiclmess (t) in. (mm) .209 (5.31) .274 (6.96) .336 (8.53) .400 (10.16) Nominal Barrel I.D. in. (mm) 6.48
(165) 8.50 (216) 10.43 (265) 12.40 (315) NooDnaISkJp Mark(v)" in. (mm) 5.75 (146) 6.50 (165) 1.25 (184) 1.15 (197) Approx. 􀁗􀁾􀀠2.8 4.8 1.1 10.05 Approx. Wgbt. LbsJJnt 56.0 %.0 154.0
210.0 'plus or mmus 111.. Warranty All products sold arc subject to the following warranty: Uponor ETI (ETIl warrants for a period of one year from date of delivery to the Original purchaser,
that the product is free from defects in flIntc!'Ial, ,md workmanship. ETI makes no other warranty of any kind, express or implied, in fact or In law, including without limit'llion.
the wmnmty of merchantability or the warranty of fitness for a particular purpose, other than the limited warranty ,et ['orth "bove. Every claim under this warranty shall be deemed waived,
unless in writing and received by ETf within thirty l.lOl DUYS of the date the defect to which each claim relates is discovered, or should have been discovered. LilIlitation or Liability
It is expressly unDer,tood and agreed that the limit of ETI's liability shall be at ETI's sale option, repair or resupply of a like quantity of nondclcctivc product. and that ETI shall
have no such liability except where the damage results solely from breach of ETI's warranty. II is also agreed that ETI shall not be liable for any incidental, consequential, or other
damages for any alleged negligene". 11l'cac!l of warranty, strict liability, or any other theory. other than the limited liability set forth above. The' physical (or chemical) properties
of ETI products represent typical average values obtained in accordance with accepted test methods, and arc "uhjec! to normal manufacturing variations. They are supplied as a technical
service and are subject to change without nol icc. @) oponor Plants Missouri 800·341·0053 Uponor ETI Company CustQmer St'rvkc Centers Missouri 􀁾􀁏􀁏􀀭􀀺􀀻􀀴􀀱􀂷􀀰􀀰􀁓􀀳􀀠fax 57.;.474·1760
West Virginia 􀁾􀁏􀁏􀂷􀀶􀀲􀀴􀀮􀀳􀀱􀀱􀀱􀀠fax .104.412-0142 fax 573·474·1760 West Virginia 800·624·3111 fax 304·472·0742 Texas 936·􀀷􀀶􀀰􀂷􀀲􀀸􀁾􀀠fax 936·760·1357 1700 Broadway, Suite
1710 Denver, CO 80290 363·893·1101 Fax· 363-893-4140 www.uponoreti.com 
----II. PIPE-SDR-26 PIPE .. _"---4 
􀁌􀁏􀁃􀁁􀁔􀁉􀁏􀁎􀀮􀀮􀀮􀀮􀀡􀁄􀁾􀀽􀀽􀀮􀀻􀀧􀀭􀀷􀀭􀁾􀁾__ USFDISTRII1UTION A3331IMNG BLVD.. 75247 􀁔􀁅􀁌􀁅􀁐􀁉􀁩􀁾􀁅􀀠214-631'<;>410 P,O, BOX 569250 fACSWJlE 214'905{)768 DAllAS, IX 75356<1250
CERTIFICATION OF CONFORMANCE THIS CERTIFIES THAT THE FOLLOWING MATERIAL(S): 2" THRU 12" CLASS 160 SDR26 PVC WATER PIPE AS FURNISHED BY U.S. FIL TERIDISTRIBUTION GROUP TO: PURCHASER r
PROJECT:n ....ycon. nco Marsh Lane Wtr. Line Replacement Addi.son. Texas MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION(S): ASTM 02241 -POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE
(SDR-PR) PVC NSF-PW -NATIONAL SANITATION FOUNDATION ASTM 01784-(COMPOUNDS) CERTIFICATIONS FORWARDED: SUBSCRIBED, AND SWORN TO U.S, FIL TERIDISTRIBUTION GROUP BEFORE ME THIS DAY OF DATE
.Tub" 1. 2002 BY__􀁾􀁾􀁾􀁾􀁾􀁾􀁾_____ 􀁂􀁲􀁾􀁥􀀠Ell' NOTARY 􀁙􀁮􀁡􀁢􀁾􀁾􀀮􀁾􀀠Mary Li. asey .....􀁾􀁾􀁾.........--.-"'-."""liPf{'f:. MARY LINDSEY 􀀡􀁜􀁾􀁽􀀪􀀠NOTARY PUBLIC 􀁾􀁾􀀺􀀨􀀡􀀠State
of Texas 􀁾􀀧􀀺􀁾􀁏􀁦􀁾􀀠Comm. Exp. 01-2(>.2004 
<.". ill GATE VALVES 5 
, '. MUELLER® 2360 SERIESTM RESILIENT WEDGE IMueller Ca.) 10A..1GATE VALVE RE'/.3-97 MUELLER' 2·112"·12" Resilient Wedge Gate Valva Features o TWO ANTI -FRICl'lON o TRIPLE O-RING SEALS
-WASHERS -polymer washers two above the !:rUSt colJar, one below. Uppermost(one above and one below the 􀁾􀁥􀁬􀀢􀀧􀁙􀁥􀁳􀀠􀁡􀁾􀀠dirt seal. Retain lubrication on thrust coUar thrust collar)
fur!her reduce nnd isolate it from waterway and outside 􀁣􀁯􀁮􀁛􀁡􀁭􀁩􀁮􀁮􀁾􀀠opcrnting torque in both the tioll. Top tWO can be replaced with valve fully openopening and closing directions,
and under pre:'iSure. o STEM -machined fipm forged mangnnese bronze bar stock for strengthwhere it js needed most, at the thruSt collar'. o WEDGE --ca.,t iron, fully encapsulated in
molded rubber complying with ASTM 02000. o MUELLER" PRO-GARD'" FUSION EPOXY COATING-of nominal 6 mils prolects all interior and exterior exposed Lron surf.ces .nd complies fully with
AWWA 550 and is sertified to NSF 61. o MANUFACTUREDANDTESTED-in compliance with ANSI/AWWA CS09 Standard and is certified to ANSIINSF 61. Manufactured at facility with ISO 900 I ccrtilication
and UL 262, FM 1120/l130. , o BI-DIRECl'lONAL FLOW o FLAT BOTTOM SURFACES-allow all 2360 series valves to stand upright tor ensc of handling and storage. o 250 PSIG MAXIMUM WORKING PRESSURE--hydrosta
tica!ly IeSted .t5oo psig. Surpasses ANSl/AWWA C509 standards by 25% (UUFM 200 psig working pressure, 400 psig . hydrostotic pressure). o EXTENDED WEDGE GUlDESmolded as jlllrt of the
wedge, fit into guide channels in the valve body and mllintjjn optimwn wedge aUgnmentwith the stem throughout the wedge'stravel, preventing the disc from tilt.ing downstream during operation.
o GUlDE CAP BEARINGS protective guide cap bearings made of a polymer bearing material snap over ench robber Cllcapsulated 􀁾􀁩􀁤􀁥􀀮􀀠on !he wedge. providing a i>eanng _ i.rerCace between
the wedge guideSand the body's interior guidechannels, protecting both ITom wear, . even after !hOWland< of cycles under sevCfC pressure and now conditions. o SMOOTH, OVERSIZED FLOW
WAY -all Mueller2360 series RW V.lves h.ve a fuD, round, unobslfUCted •Row way which accommodates fullsized shell cutterS without interference and Which provides superior flaw charncteristics.
o TEN YEAR UMlTIID WARRANTY -(see separateMueller Warr.mty document for tcrm...). o DUCTILE IRON BODY & BONNET-with aU interior and 􀁥􀁾􀁴􀁥􀁲􀁩􀁯􀁲􀀠exPO!led 􀁾􀁵􀁲􀁦􀁡􀁣􀁥􀁳􀀠protected
by fusion epoxy coating. o FUSION EPOXY eOA TINO-protects all interior and exterior exposed uon 5urfaces.. Complies fully with AWWA CS50. o NON-RlSINO STEM -mode of stainless steel.
o SOFT SEATED WEDGE --made of Ductile Jron with EPDM elastomer seal. o FLAT BOTTOM SURFACES-allow nil 2360 series valves (0 stand uprigh, for ease or handling nnd 5l0r.lge. o DOUBLE
O-RING SEALS -above thrultt collar are<:l. o EYEBOLTS --for groote,convenience during handling. o 250 PSIO MAXIMUM WORKING PRESSURE-SIlO pSig (3447 k!'.)static leSt pressure. o TEN YEAR
LiMITED WARRANTY -(sec ,opa"lIcMueller Warranty documenl for terms). o SMOOTH, OVERSlZED FLOW WAY -aU Mutllel' 2360 series RW ValvC5 have a fun, round. smooth. unobstructed. oveISized
flow way which accommodOles full-sizod shell cutters without interference and which provide." 􀁾􀁵􀁰􀁥􀁲􀁩􀁡􀁲􀀠flow 􀁣􀁢􀁡􀁲􀁡􀁣􀁴􀁥􀁲􀁩􀁳􀁴􀁩􀁾􀀮􀀠
... (Mueller Ca.I 􀀴􀀱􀁾􀀺12".. MUELLER® A-2360RESILIENrWEDGE 􀁾􀀠GATE VALVES WITH M.J.x FLENDS10.6 J (;atalog numberA-2360-16 mechanical joint x flanged ends (with mechanical joint
unassembled accessories) A-2360-19 mechanical joint x flanged ends (less mechanical joint accessories) ] Sizes-4'" 6'\ 811 ,10",12" J Meets or exceeds all applicable requirements of
ANSIJAWWA 009 Standard and is certified to ANSllNSF 61 J Flanged end dimensions and drilling comply with ANSI B16.1. class 125 J Mechanical joint end complies with ANSIJAWWA Clll Standard
] Iron body with nominal I 0 mils MUELLER® Pro-Gar<:IrM Fusion Epoxy Coated interior and exterior surfaces ] Epoxy coating meets or exceeds all applicable requirements of . ANSJiAWWA
050 Standard and is certified to ANSllNSF 61 ] Iron wedge, symmettical & fully encapsulated with molded rubber; no exposed iron J Non-rising stern (NRS) J Triple O-ring seal stuffing
box (2 upper & I lower O-rings) J 2" square wrench nut (optional handwheel avaJlable)-open left or open right MJ. ruxessoriesJ 4"-12" sizes-250 psig (1723 kPa) maximum working pressure,
shipped t1D4lSSe1l1bled 500 psig (3447 kPa) static test pressure J UL Listed, FM Approved -200 psig (1379 kPa)-A-2360-16 )ptions lee pages 10.Shnd 10.69 for more information on Resilient
Wedge Gate Valve options ] Position indicators 0 Slainless steel fasteners: Type 304, Type 316 J ASTM B98-C661001H04 stem o Handwheel 1esilient wedge gate valve parts DescriptionCatalogPart
No. 0·16 Bonnet 80lts & Nuts 041 Sruffing Box Bolts & Nuts 049 Stem 0 ·rin., (3) 0-200 Wrench Nut Cap Screw 0·201 SlUffing Box S ..I 0·202 Wrench Nut : Cast Iron 0·203 Slem ; Bronze
0-204 Hand Wheel (nol shown) cast Iron g-205 Stem Nut Bronte 0·206 Guide 010 Bearimls Celcon 3-207 Stuffing Box Cast iron 0-208 Anti-friction Washers (2) Celcon 􀁇􀁾􀀲􀀰􀀹􀀠Wedge. Rubber
Encapsulated Cast Iron'" 􀁾􀀠"3onnct Ctl.St Iron 0-211 I Bonner O-ring Rubber ;.212" IBody Cast Iron Fully 􀁥􀁾􀁰􀁳􀁵􀁊􀁡􀁲􀁥􀁤􀀠in molded rubber with no iron exposed • Previous to 1999
there parts on 􀀴􀀢􀁾􀀡􀀲􀀢􀀠,,",Ives were de.«igned with.1 gasket lnste!ld oCan Q.ringand im .1ddiliOllaJ bolts. Contbm the type orst!.11 wbc:n ordllring .1 rcpl:uxment gasket or C.ring.
Malerial Carbon Steel Carbon Steel Rubber Carbon Steel Rubber Material standard ASTM A307 Orade B. Zinc PllIIed ASTM A3\)10red. B. Zinc Plated ASTMD2000 ASTM A3010rede B. Zinc PI.ted
02000 AS1M A 126 CL.B AS1M 8138 AS1M AI26CL.B ASTM B62 ASTM AI26 CL.B ASTMAI26CL.B ASTM AI26CL.B ASTM D2000 ASTM A 126 CL.B .."" G.'" .."" 􀁇􀁾􀀧􀀠.."" C..,. """(1.110(1.111 G-2U'" ..,..
Q.'21r" 􀀻􀁾􀀠..." ..," 􀁾􀀠"!,' 
􀀴􀀢􀁾􀀱􀀲􀀢􀀠􀁍􀁕􀁅􀁌􀁌􀁅􀁒􀁾􀀺􀁁􀁾􀀲􀀳􀀶􀀰􀀠RESILIENT WEDGE (Mueller Ca.1 10.7GATE VALVE DIMENSIONS 􀁾􀀠M.J. x FL. ENDS [ ".....................................REV.,...99 o A VY---t·1
Dimensions Dimension' Nominal size 4" 16" X 8" 10" 12" A 14,19 : 18,00 21.50 25,50 28,62 􀀮􀁾􀀠L 2,5{j 12.50 2.50 250 2.50 M 4.90 7,00 9,15 11.20 13.30 􀀬􀁾􀀠N 9,12 11.12 13,37 ' 15,62
17,88 o(number and size ofhl?les for MJ) 4-718" 6-718" 6--718" 18·-718" 8-718" FF 4.30 6.30 8.30 10,30 12.30 00 (bolt cin:!e diameter for MJ) ,7,50 9.50 11.75 114.00 16,25 ,'!TI' 19.00
[11.00 13.50 :16,00 .•'19,00 UU {boll circle diameter for FL1 i7,.?O '950 11.75 14.25 17,00 􀀬􀀬􀁾􀀠yy 19,50 !11,00 12.00 , 13,88 [M4 F'F'F (number and size: of holes for FL) '8--314"
:8·-718" 8--7/8" [2-··[" 12-1" TUrns to open 1[4 :20,5 126.5 133 385._. Weight· 1115 1168 1275 1400 570 :-... •All dimensions 3.l'e In inches. AI! weights include ",ccessorles and are
in approximme pounds. J 
-........... '*'-􀀭􀀭􀀭􀀭􀁾􀀧􀀭􀀬􀁾􀀠 tOA.6 IMuelier Ca.1 MUELLEW A..2360 RESILIENT WEDGE ..􀀱􀁱􀀺􀁄􀁾􀁕􀁉􀀺􀀺􀁴􀁾􀀠GATE VALVES WITH M.J. x M.J. ENDS l" o Catalog nurnberA·2J60·20 Mechanical
joint ends (with mechanical joinl unassembled accessories) A·2J60·2J Mechanical joint ends (less mecllanica1 jeint accessories) o Sizes--2", 3", 4", 6",810.10'\ 12" o Meets Or exceeds
all applicable requirements of ANSI/AWWA C509Slruldard o Standard mechanical joint ends comply with ANSl/AWWA CIII o Iron body with nominal 10 mils MUELLER'" Pro·Gan:\TM Fusion 􀁾􀁰􀁯􀁸􀁹Coated
interior and exterior 􀁳􀁵􀁲􀁦􀁡􀁣􀁥􀁾􀀠 'D Epoxy coating meets or exceeds all applicable requirements of ANSIIAWWA C550 Standard and Is certified to ANSl/NSF 61 o Iron wedge, symmetrical
& fully encapsulated with molded rubber; no exposed iron o Non·rising .tern (NRS) o Triple a-ring seal stuffing box (2 upper 8< 1 lower a·rings) o 2" square wrench nut (optional handwheel
available)-open left or open right o 2"·12" .izes-250 psig (1723 kPa) maxiroum working pressure, 500 psig (3447 kPa) static lest pressure J Options See pages 10.54 and 10.55 for more
Information on Resilient Wedga Gate Valve optIons o Position indicators 0 Stainless steel fasteners: Type 304, Type 316 o ASTM B9S-C66100/H04 stem 0 Handwheel A·2360-20 Resilient wedge
gate valve parts 􀁦􀁩􀀺􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁅􀀺􀀠COIaIog !Description IMaterial Material standard PartNo. 0-16 Bonnet Bolts &. Nuts I C3rbon Steel :ASTM A,307 G<3rle B ZInc PIOWld 0-41
Stuft'ioll Box Bolt,r; & Nut.'I ICarbon Steel ASTM /t:N1 Grade B. Zinc Plated 0-49 Stem 0 -finJtl! (3) IRubber ASTM02000 0-200 Wrench Nut CaP Screw iCarbon Steel ASTM A3Q7 Grode B. Zinc
PL1tcd 0·201 SruiTlJur Box Seal Rubber AS'l'M D2000 0·202 Wrench Nul OIst Iron ASTM AI26 CL.D G-203 SI... Brnme ASTMBI38 G-204 HaM Wheel {Ilotshown) Out Iron ASThI AI 26 CL.B ·O·20S
Stem Nut Bronze ASTM 862 10.206 Guide CaP 􀁂􀁥􀀺􀁴􀁲􀁩􀁮􀁾􀀧􀀠Cclcon : G·207 Stuffing Box Cast iron ASTM AI26 C,L,a G-208 Anti-friction Washers ('2) Ce!c:on G-209 Wedge. R􀁵􀁢􀁢􀁥􀁉􀀺􀀮􀁾􀁣􀁡􀁄􀁓􀁵􀁬
􀀡􀁕􀁥􀁴􀀮􀁉􀀠Clls{ Iron· ASTM A126 CL.B 0·210 Bonnet Cast iron ASTM AI26 CL.B Co ., I Bonn!.'!t (ia...ket Rubber ASTM02000 ,,.", Bod, . Cast Iron ASTM A126 C,L,a ,: .., ...., ..." ...,.
M1. .... SEE PAGE 10.59 FOR ORDERING INSTRUCTIONS 
-...----􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀠MUELLERiil A·2360 RESILIENT WEDGE IMueller Co.11OA.7 GATE VALVE DlMENSlOOS· MJ. x MJ. ENDS"·""·""""'u.. .... Dimensions Dimension' Nominal size I 2" 13" !4" Is"
If Is" X 10" 112" r A 9.88 I12.3S :14.19 ' 18.00 􀀲􀀱􀀮􀀵􀁾􀀠25.50 :28.62 K 8.50 :9.00 : 10.00 , It.SO 1250 14.7S 114.8&-12.50 12.50L 2.50 '2..50 2.111 250 12.50 :M 1.75 14,06 4.90 ,7.00
9.15 :11.20 113.30._, , .. .N 4.62 17.5,0 9.12 lU2 .. 13.37. 15.62 17..􀀸􀀡􀁌􀀮􀀮􀀮􀁾􀀠o inumberund size arhale!'!) .....7/B ....,/R .. ....7/& 1>-7/'0 1>-7/& H 7/8 .. 8 118 .. -DO 3.50
., 4,00 ,5.00 ",-' 6.50 7.5ll 9.75 9.88.. FF 2.30 :UG 4,30. 5JO 8.30 10.30 12.30 00 (boll circle diameter) 5.00 6.19 7.50 9.50 11.75 14.00 16.25 Tumsto onen is 11 Ii... .. 20.5 26.5
33 38.5 Weiclltit :40 83 : 120 186 280 436 546 "'All dimensions: are in inches. All wcightlt include acceS:ione., and: 3I'e in approximate pounds. 
, :. IV. FIRE HYDRANTS 6 
-.......... ,.-------.. 􀁾􀀠 .. MUELLER® SUPERCENTURION® IMUElUer Ca.1 􀀼􀁬􀁖􀁉􀁃􀁗􀁾􀁕􀁉􀁬􀁟FIRE HYDRANT 􀁁􀁅􀁖􀀺􀁾􀀧􀀠MUELLER SUPER CENTURION 􀀲􀀵􀀰􀁾􀀠3-Way Fire Hydrant Features
o HOLlJ..DOWN NUT-with integral weather seal. Design discoumg<' unauthorized remo".1o ANTI-FRICTIONWASHER-of the hold-down nut Of bronze operating nut Resilient wiper seat between hold-down
nut andhelps assure easy turning operation operating nut prevents water entry to protect operating nut from freezing. W'iper seal material isfor the life ofthe hydrnnt. . resistant to
ultra-violet ray deterioration. O-ring seal provides second levc' of protection... o OIL FILLER PLUGpermii, quick check of oil level. Lets you .dd oil without removing bonnet:. seal
oil in. woter out. o STAINLESSTEEL SAFETY STEM COUPLlNGpull. free if hydrant is hit by a vehicle preventing damage to the stem and mwn valve, Coupling wiU not brenk into pieces that
could drop into lnwer bnm:J and valve operation. Top of lower stem is below the top of the lower barre! so that a tire connor depress the stem and open the main valve. Repair is easy
and economical. o SAFETY 􀁆􀁌􀁁􀁎􀁇􀁆􀁾breaks cleanly to help prevent barrel damlIge. yet i. strong enough to withstand normal handling. Allows economical repair, adding of extwrion
section. rotation or changing of upper without digging or water shut-<lff. o BRONZE UPPER VALVii: Pl..TW.• _ conical design tor smooth flow. o DRAIN VALVE FACINGSspecially designed,
long-life f..cings provide effective sealing. o DUCTILE IRON CAP NUTretains main V<'llve, Seats again. ..t cap nut gasket to prevent corrosion Il1rends. Locked in pll1Cc by a stainless
st..llock washer. o 250 PSIG-3·way hydrant: 250 psig (1723 kPa) maximum working p ........... 500 psig (3447 kPo) o SHOE DESIGNED FOR MAXIMUM FLOW AND EASY CONNECTION-with its smoorh
transitional contours, extended neckand integral rutti..rOfalion Pilds. aUowing use of standard .ee·head bolts. The inside of the shoe is covered with MUELLER HP"' Epoxy Coating. Tbi,
thermosetting epoxy fol"fm fm a tough. corrosion-resistOlnl barrier to chemic:.ds. phY:i'il!:11 impllct and elC(.);.'rical currents, o MEl','TS OR EXCEEDS::Ill applicable requirements
of ANSI/AWWA CS02Standmi and UL 246 and FM 1510 speclfication's, o O·RING SEALS AT BONNET, GROUND, AND SHOE FLANGESfor beuer le:tk resistMce. easier maintenance. o SEALED OIL RESERVOIR-O-ring
,,,,"ed to prevent leskage. Provides positive lubrication of stem threads and beming surfaces each time the hydrant is opmled. Filled at the factory. o I'ULL 􀁾􀀧􀁌􀁏􀁗􀀠OPENINGSJu.rge
radius bose and pumper openings produce Jow friction loss. o FIELD REPI.ACEABLE HOSE AND .\ PUMPER NOZZLES-O-ring ,;eaJed Thf'e<'ded in place and retained by stainless steeJ locks. Nozzles
are easily replllCed, o ELECTRO·GALVANlZEDIlOLTS AND NUTS--provide corrosion protection. NON-KINKING CHAINSheavy-duty chains are securely awJ.ched to the hydrant. Special chain loOp
pennits free turning of me cap. o BRONZE SEAT RING-mreaded into drain ring and O·ring sealed. Seat ring is e:!Sily removed or installed from above ground, Each time main valve is opened
or closed. double drain valves force-flush borb drain valve openings to keep them open for effective IxuTcl drninngc:. Bron:t.e drain valves are integral parts of main valve assembly.
o REVERSIBLE, COMPRESSION·TYPE MAIN VALVE(Patenl Pending) c1o.se.1i with pressure for positive seal. Rubber tnateri::tl 􀁨􀁡􀀮􀁾􀀠long service life. yet is revertible providing a convenient
􀀻􀁻􀁾􀀨􀁃􀀺􀀠in place. 
􀀭􀀽􀁾􀁴􀁴􀁴􀀭􀂭Front view detail ' .. ',: MUELLER® SUPER CENTURION®.4 ".... FIRE HYDRANT•Super Centurion 250m 3-way catalog numbers (approved to UL 262, FM 1120/1130, ANSI/A WWA CS02
Standards)A42I4-1I2" main valve opening three way (two hose nozzles and one pumper nozzle) • A423 5-1/4" main valVe opening three way (two hose nozzles and one pumper nozzle) Super Centorion
2()01M 2-way catalog numbers (approved to ANSI/AWWA C502 Standards)A420 4-1/2" main valve opening two way (rwo hose nozzles) A422 5-1/4" main valve opening rwo way (rwo hose nozzles)
A425 5-1/4", main valve opening rwo way (rwo pumper nozzles) 'i"')Super Centurion 200"" I-way catalog number (approved to ANSI/AWWA C502 Standards).' A424 4-1/2" main valve opening one
way (one pumper nozzle) 10 year limited warranty on material and workmanship Meets,all applicable parts of ANSJJAWWA C502 Standard ,Pas< type dry barrel design Dry top design with O-ring
sealed oil reservoir Traffic fearure with stainless steel safety stem coupling Compression-type main valve closes with pressure for positive seal; itis made of rubber and is conveniently
reversible providing a spare for long service life (Patent Pending) Operating nut available in wide variety ofshapes and sizes-open left or right Field replaceable hose and pumper nozzles
Hose and pumper nozzles have large radius, full flow openings for low friction loss , Contoured shoe is dll:!igned for full flow I Du onze drain valves provide effective barrel drainage
i 250 psig (172:3 kPa) maximum working pressure, 500 psiS (3447 kPa) static test pressurefor 3Cway hydrants;200 psjg (1379 kPa) maximum working pressure, 400 psjg (2758 kPa) static test pressure for 2-way and j-way hydrants 􀁎􀁯􀁮􀁾􀁲􀁯􀁴􀀺􀁵􀁩􀁮􀁧􀀠bott 􀁤􀁥􀁳􀁩􀁧􀁮􀁾􀂭nO [001 need on baCK
side of bolt for easier instalilltion limensions T Mechanical joint 0-150 ,< .. _' -standard and of Me<:hanical joint(Standard only) T ",:'])0, 􀁾􀀠,,. '"""" I Flange Vertical Flange'
􀀽􀀭􀀭􀀭􀁩􀁾􀀠I ) , Bury ·1' 6" (1l.46m) 􀁾􀀧􀀱􀀲􀀧􀀠1-'..' minimum; long., by 6" !fl.'sm.fl (1$2 mm) !nttNafs. .. 4"' Veroclll shoe \lvllilable fOt A420 and A-42! hydrants. ) 
--.....,.".. -MUELLER® SUPER CENTURION® IMueller Ca.1 9.5'-FIRE HYDRANT PARTS MUELLER Super Centurion Fil'1l Hydrant Parts --A1􀁉􀁾􀀺􀀻􀀣􀀠! M.torinl IMatsrial standard lA-O.._.n" a'....
IASTMBS84 IA-2 Omim" IASTMA' IA-3 Hold """'" 􀀭􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀠IASTM mooo BUNA N ,,-' I 􀁂􀀢􀀢􀀬􀁾􀀠iASThI BS",I IM_ R,""" .N 'A-6 ,w"..., "","", A· on ,I." 'anw ,ASTMB1. A-8 !B,_
"'" ir,.. IASTM AI26CLB ',,-9 I􀁂􀁾􀀢bolt ",d no! 5"" lAS)".1,tA:l07 􀁐􀁉􀀮􀁾􀁤􀀠! A-1O 􀀧􀁾􀀠,".,'" iRubbeT I ASTM mlIOO BI.JNA N : -A·II ' S'ee' 'ASrM A-'Z 5,,,,, O-';n. IR.""" ASTM
D21100 BI.JNA N ' A-13 -N_.lock IA5TM@' I A-14 IP.m,."",,,,, 􀁂􀁭􀁮􀀷􀁾􀀠IA$l"M BS", 'A-IS Pum"" 'ozzl. """', -Rubbo, IASTM 021lOO 1'1<00,,",' IA-'6 Rubbo< 􀁾􀀠TM D2000 BUNA N :A-17
􀀧􀁾􀁩􀁭􀁮􀀠..-\-18 -B= IASTMBSR• 􀁾􀁾􀀠Ru_ 􀁉􀁁􀁓􀁔􀁨􀁉􀁾􀀠IMber ' i.STM' Omimn 'ASTM 'u, R IA-22 c..,,,..i, :Sled 11'I.1Cd IA-23 􀁃􀁨􀁾􀁮􀀠ri,. 5'0:1 IPI""" 1,0.-2. c..t'';;';IASTM
A12. CWl 1>.2,5 S.IOIv' ."li,. IASThI A890 A-26 ' Salet. .... bolt ...." 'S,eel , A301 p,,,,,, 'A-27 􀁾􀀻􀀻􀁲􀁵􀀻􀀮􀀻􀀮􀁾􀀬􀀠,.... ,""'" _cl, Rub'" ICd'.,... A-i:&-'Sltl",. n",,, : c'"
iron .B IASTMA27.'A-29 -􀁾􀁁􀀱􀀷􀀧􀀠'. __.A-l0 •CIe.i, ain . . ... A5..,' 1M ".m OR.S .,0..32 C",i",. IASTM A'Z6 CL.B 1M3 Su"" ,in IASTM Al1. A-)4 Dr.lin' p'".ie A-J> 􀁄􀁾􀀻􀀮􀀠IASTMA216
A-)6 -U,,,,,"' 􀀧􀁾􀁤􀀠A-J» am",. IASTM BS'" IA·31 Shoe bolt nnd not S • .,. IASTM ""111 PI""'" :A-)8 􀁾􀀠􀀡􀀢􀀻􀀱􀁲􀀮􀁈􀁾􀁤􀁨􀀧􀀠1-' :Rubbe, IASTM ,N 1",·)9 􀁾􀁵􀀬􀀠nn<tO. O-n.. Rubllu
I,,5Th! 02Il00 BUNA N :A-"<l 􀁄􀁾􀀻􀁒􀀠rio. housm. :D" iron IA31M AI260•. B iA-41 DmiR tin", t ",ew", • .." ""'Y '5."", IASTM Al07 PI"", IA-42 'Il"i, ".. :Un"", IA-43 'S....i•• Bn"""
IASTM .sa4 _ --A-2 ---􀁁􀀭􀁒􀁾􀀠'A-3 ,--.--A-4 j 􀁾􀁾􀁁􀁾􀀴' 3::::::::-A-5 􀁾􀁾􀁾􀀠􀁾􀀠􀁁􀁾􀀠􀁟􀁾􀁁􀀭􀀹A-10 A-l1 "= A-12 􀁾􀀠􀁾􀀠A-13 A-14 /' "" A-15 􀁾􀁁􀀭􀀱􀀶􀀠􀁾􀀠􀁉􀁴􀁪􀁾􀁾􀀺􀁾􀁾A-21
A-22 A-24 rm 􀁾􀀠A-25 􀁉􀁾􀀠A-26 A-27 "'" M!8 A-29 A-30 A-31 􀁾􀀠A-32 􀁾􀁾􀀠􀁾􀀠"r. A-38 A-39 ...a: ;.,r ::::=-:::::::A-40<: I ;:--:: __ --A-41 􀁾􀀠t3 l: A ,,, .A-4A A-45::::::::::=::'''....
:S... ,O··rin. "u""', ,BUNAN 􀀧􀁾􀀠t::::A-46 IA..." ,Rubber ! 􀁾􀀠r---:.A-47."'" ""'" 1 􀁲􀀭􀀺􀀭􀀺􀁾􀀭􀀴􀀸􀀠A-46 t 􀀬􀀢􀀻􀀬􀁾􀀢􀁲􀀧􀀭􀁾􀀭.Cast iron 􀁾: A-50 41 IC..." ..oJ 'R.b"'" 􀁾􀀠A-51
1<:-43 Lock wttSlte, I􀁓􀀢􀁩􀀬􀁾􀀬􀀬􀀺􀀠'A216 , ... 9 Law<t'""' IC".i",o I A-50 IShoe IC"" iron ASTM AI26 CLB i.A.84 Held down out :Om,,_. ,STM a'84 ,·85 I',b"', <sTMmooo A·51 110,5
'L hvunmt , , 􀀨􀁮􀁯􀀢􀁨􀁾􀁷􀀢􀀧􀀠: SEE PAGE 9.26 FOR ORDERING INSTRUCTIONS 
':' ...:. !, 􀀭􀁬􀀬􀁾􀀠􀀬􀁾􀀠"." V. VALVE BOXES, 7 
􀁾􀀠 Tyler Pipe Subsidiary of Tyler Corporation SOl( Camp'.'" Extension, nom In Inches WI. l J Skin WI. y, 13 I 13 2 13 _._f---._........ 􀁾􀀢􀀠•• •• ...1 i 􀁾􀁩􀀻􀁾􀁧􀁾􀀻􀁾􀀠BOX COMPLETE
TOP 5'1. DROP LID tVariable Skirt Depfh. CAST IRON VALVE BOXES, TWO.PIECE Accommodate. 4" Through 12" Valves 5'1.·lnch Shafts, Screw.Type &850 Seri.. Top Sedlon, w/Lld. Bottom 􀁾􀁐􀀧􀁴􀀮􀁣••
length WI. tength WI. 􀁐􀁾􀁵􀀧􀀠Pkg•. )0 35 10 35 16 45 16 45 16 45 26 65 26 65 26 65 26 65 15 25 24 35 24 35 20 -30 40 20 36 45 20 30 40 20 36 45 20 ""'48 70 20 ·-60 80 20 *-Moy be
􀁦􀁬􀀱􀁲􀁴􀁴􀁩􀁤􀁵􀁾􀂷􀁤􀀠in two pieces scre_d !(lgethnt' to max. tM length requirod. 461·5 462-5 562·5 563-5 564-5 . 662·$ 664·5 666-S 668·5 19·22 27-32 27·37 33·43 39·50 36·52 39·60
51·71 62·82 60 70 80 85 90 105 110 135 145 -= For special application components. see pases 􀀸􀁾􀀱􀀰􀀮􀀠LIDS ARE MARKED "WATER" OR "GAS" i Unles. specified otherwise. , "Water" will
be shipped. 5'1. LOCK LID WI. 18 􀀶􀁾􀀲􀀠i 􀁾􀀺􀀠Ii .. 60 EXTENSION , Height Ineree". Helghl Introu$O< Item WI.lhl'm WI. 58 14 25 60 24 35 59 18 30 lh.:u, eXNn$ion'l also fit Serf..
&860 thr••·plocu vol". BOnOM b.... 6·2 Tyler p;pe/Ulm,;., Di.;,;,,"' P.O. Box 2027' Tyler. Texa, 75710 '19031 882·5511 'FAX 19031 882·7043 9·10·92 -I 
:'.r " ... "" VI. D. L FIllINGS 8 
• • MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS Sample 􀁓􀁰􀁥􀁣􀁩􀁬􀁬􀀬􀁡􀁾􀁯􀁮􀀠3" iI1rough 16" Mechanical Joint Duc61. Iron Fitting. sholl be produced in striel accordance
with all applicablelerm, ond provisions of ANSI!AWWA C 153/1>.21.53 and ANSI/AWWAC111/A21.1118'lh",24' diomele... ,hall b. manufacturer's ,,,mdards wiil1 weI/thickness equivalent fo
Closs 56 ductile iren pipe. Theworking pressure rating ,holl be 350 PSI. Joint Dlmension$ in Inches SIn AOlo. COlo. 0 Dlo. r Oia. J Dill. K! OIa. K,Dla.• 3 3.96 2.50 4.84 4.94 4.06 6.19
7.62 7.69 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 8 9.OS 2.50 10.17 10.27 9.15 11.75 13.31 13.37 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62
15.62 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 18 19.50 3.50 20.60 20.74
19.64 23.25 24.83 24.75 ) 20 21.60 3.50 22.70 22.114 21.74 25.50 27.08 27.00 24 25.00 3.50 26.90 27.04 27.04 25.94 30.00 31.58 31.50 BENDS //' /'> 􀁃􀁁􀁾􀀠.R T 􀀹􀀰􀁾􀀠Bond. (1/4) 45'
Bend.(1!8) 5·600 5·605 SilO Dlmonsion, Weight' DI..,.rts'onJ: Wots,hta T A R A R 3 .34 4.5 4 20 2.00 3.62 16 4 .35 5.0 4.5 26 2.49 4.81 22 6 .37 6.5 6 48 3.50 7.25 38 8 .39 7.5 7 68
4.00 8.44 59 10 .41 9.5 9 107 5.01 10.88 81 12 .43 10.5 10 141 5.98 13.25 111 14 .51 12.0 11.5 220 5.50 12.06 164 16 .52 13.0 12.5 264 5.98 13.25 202 18 .59 15.5 14.0 410 7.5 14.5 289
20 .60 17.0 15.5 505 8.0 16.88 348 24 .62 20.0 18.5 695 9.0 18.12 475 "lS" '''ru 24" not included in A'NWA (153 05 of August. 1992Tyler PI,. Subsidiary of ".􀁾􀀠Tyler Corporation 􀁾􀁉􀀠BoftL
M S T XOla. 􀁾􀁩􀁬•• No, .59 .62 .38 .34 '/.. %x3 4 .60 .75 .41 .35 'k 'l. x 3\\ 4 .63 .S8 .43 .37 % 0/. ,,3\\ 6 .66 1.00 .45 .39 'I. 'I. x 3'/, 6 .70 1.00 .47 .41 'l. 0/,,, 3Y: 8 .73
1.00 .49 .43 'I. 􀀧􀁾􀁸􀀠3'/' 8 .79 1.25 .56 .51 % o/.. x4 10 .85 1.31 .57 .52 'I. 't.x4 12 1.00 1.38 .63 .59 l\ o/.x4 12 1.02 1.44 .69 .60 '/, %x4 14 1.02 1.56 .75 .62 '/.. o/.x4Y:
16 R 􀁜􀁾!1m . T \---I ill 22)1,􀁾􀀠Bends (1/16) 􀁉􀁉􀁾􀀧􀀠(1/32) 5·609 5·611 armonllon' 􀁗􀁯􀁬􀁧􀁨􀁾􀀮􀀠Dlmena!ons W.tghfs A A 1.50 4.98 15 1.25 7.62 15 1.82 6.66 21 1.55 10.7 20 2.59
10.5 37 1.81 13.26 33 2.85 11.8 51 2.06 15.8 48 3.35 14.35 67 2.32 18.36 61 3.86 16.9 80 2.56 20.9 79 3.93 17.25 148 2.59 21.25 131 3.98 17.5 179 2.62 21.5 159 7.5 30.19 292 7.5 60.94
292 8.5 35.19 364 8.5 71.07 377 9.0 37.69 460 9.0 76.12 457 9·10·92 Tyler fiipe/Utililies Divi$ion· P.O, Gox 2027 .. Tyler, TC1'05 75710 -1903J 882-55)1 .. FAX (903) 882·7043 
. 􀁾... 1'yIerPlpe----------------:....::......--".. 􀁾Subsidiary of MECHANICAL JOINT SSB-DUCTILE IRON ",--Tyler Corporation. CLASS 350 FlnlNOS GLANDS 'Itl' Ml x flanp Bend (114)BENDS
q , JPl5·'00 F Dlm4fndons W.lgh.. Gland. T A R F 5·690 3 .3A A.5 4 5.5 20 $I:r.. W.lght'" .,,. W4Ig"'''' 4 .35 5.0 4.5 6.5 26 3 3 11 12 6 .37 6.5 6 8.0 48 4 4 14 16 8 .39 7.5 7 '.0 U
6 6 16 20 10 .41 9.5 9 11.0 107 8 8 18 25 1012 .43 10.5 10 12.6 141 10 20 31 lA .51 12.0 11.5 14.0 227 24 39 16 .52 13.0 12.5 15.0 280 .18" thru 24" notinciuded in AWWA C153 o. 01 Ave"st.
1992 90' Swivel x MJ Hydrant Ell"'Ill .. ,. E F D 5-<'98 Size Deminsion$ TAB C D E F r I -_.... 􀁾􀀠..-􀀭􀁾􀁬􀀭􀀭􀀺􀁬􀀠􀁾􀀴􀀮􀁴􀁪􀀽􀁌􀀠,R )I' -1----/'/I 􀁾􀁟􀀠":__􀁾•• ______ ..􀁾􀀧􀀠)
1J 6 .37 10.5 15.5 7.10 11.2 6.90 8.02 -with gkmd$ A ,0' Ml XPE Send (I 14) 45° MJ "PE aend (1/8) 22%· Ml x PE lIend (1/hl) Ill!.' MJ "PI Bend (1/32) *5·603 '5·607 '5-610 *5-412 --::;'7-:7"'--=51,.
Olm.nsfilnl W.I,hh tUm_n.atonl W.lghh Dim_haloN W.lght. Dlm.nslons w.lllits T A Y A Y 􀁾􀀠A Y R A 􀁾 y• 3 .34 4.5 10.0 4.0 20 2.0 7.5 3.62 16 1.50 7.00 4.96 16 1.25 6.75 7.62 16 4 .35
5.0 10.5 4.5 25 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 19 6 .37 6.5 12.0 6.0 45 3.5 9.0 7.25 37 2.56 8.08 10.50 3S 1.80 7.30 13.25 22 . 46 8 .39 7.5 13.0 7.0 65 4.0 9.5 8.44
56 2.84 8.34 11.80 49 2.05 7.55 15.80 10 .41 9.5 15.0 9.0 109 5.0 10.5 10.68 83 3.35 8.85 14.35 66 2.31 7.81 HI.36 60 􀀮􀁾􀀮􀀭􀁾􀀮􀀢􀀠12 .43 10.5 16.0 10.0 135 6.0 11.5 13.25 108 3.86
'.36 16.90 79 2.56 8.06 20.90 78 14 .51 12.0 20.0 11.5 220 5.5 13.5 12.06 165 3.93 11.93 17.25 152 2.59 10.59 21.25 133 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50
181 2.62 10.62 21.50 161 18 .59 15.5 23.5 14.0 405 6.0 15.5 14.50 290 7.50 15.50 30.19 290 7.50 15.5 60.94 2118 20 .60 17.0 25.0 15.5 465 7.5 16.5 16.88 340 8.50 16.50 35.19 345 8.50
16.5 71.07 360 24 .62 20.0 26.0 16.5 710 9.0 17.0 18.12 460 9.00 17.00 37.69 445 9.00 17.0 76.12 1018" thru 24" not included in AWWA C153 0$ of Augu$l', 1992 5·20 Tyler ?rpe!Ulilitic$
Divisioo • P.O, Sox 2027 '" Tylet. Texas 75710" !903} a82-5511 • FAX {90ll 882·7043 9·10·n 
MECHANICAL JOINT SSB·DUCTILE IRON CLASS 350 FlnlNGS TEES To I F 'J, : 􀁾􀀠"" J, I _L+___-H -H􀁴􀀺􀀭􀀭􀀻􀀻􀀪􀀽􀁾+ T MJ r.... MJ. FEr.... 5·620 5·623 Sll. Olm.nsion. T T' H J' J' 􀁾􀀠.􀁾..
;.-3 .34 .34 3.5 3.5 5.5 􀁾􀀠, 4.3 .35 .34 3.5 ... 6.5 4 .35 .35 4 4 6.5 6x3 .37 .34 3.5 5 8 6X4 .37 .35 4 5 8 6 .37 .37 5 5 8 8x3 .39 .34 4 6.5 9 8x4 .39 .35 4.5 6.5 9 8x6 .39 .37 5.5
6.5 9 8 .39 .39 6.5 6.5 9 12 .43 .43 8.75 8.75 12 14.6 .51 .44 6.5 10.5 14 14x8 .51 .45 7.5 10.5 14 14.10 .51 .46 8.5 10.5 14 14x12 .5\ .47 9.5 10.5 14 'f)IerPipe Subsidiary of ".􀁾􀀠Tyler
Corporation ...-1 CROSS T, I : 'I!.'i 􀀮􀁾􀀠,1-,--. ... ,I--"H 􀁈􀀭􀁾􀀠bot: '" "" Ii) I '-;'''tI ' MJ x Swivel Te.; Cross 5·625 5-631 W.'gbtl 􀁾􀀮􀀠, , TIre:' : .,:J, _-r T 1i-l !"'"
"" 􀀭􀁾􀀭-H Tt-H,+ -J' 5-623 5-62st 5-6:11 24 26 29 32 34 38 35 38 42 40 43 54 51 54 60 10.5 60 64 77 72 67 68 71 72 81 11.5 80 83 89 94 11.5 90 94 116 108 83 61 83 89 93 13.0 93 107
113 106 13.0 111 115 129 131 120 130 144 98 106 104 115 114 14.25 115 120 128 12' 14.25 123 146 146 149 140 153 174 181 10x3 AI IOx4 .41 10x6 .41 10x8 .41 10 .41 􀀭􀁾􀀬􀀭􀀮􀀠12.3 .43
12x4 .43 12><6 .43 12x8 '.43 12.10 .43 .34 .35 .37 .39 AI .34 .35 .37 .39 .41 4 4.5 5.5 6.5 7.5 4 4.5 5.5 6.5 7.5 7.5 7.5 7.5 7.5 7.5 8.75 8.75 8.75 8.7S 8.75 11 11 11 11 11 12 12 12
12 12 178 198 214 10.0 183 205 211 210 206 227 231 22' 244 255 235 276 269 14 .51 .51 10.5 10.5 14 16x6 .52 .45 6.5 11.5 15 16,,8 .52 .46 7.5 11.5 15 16x10 .52 .047 8.5 11.5 15 16x12
.52 .48 9.5 11.5 15 16x14 .52 .51 10.5 11.5 15 16 .52 .52 11.5 11.5 15 uMad. 10 􀁯􀁲􀁤􀁾􀁲􀀠only, Not r.turnable. 9·10·91 T)'faf 􀁐􀁬􀁰􀁥􀀯􀁕􀁬􀁩􀀡􀁩􀁉􀁩􀁾􀁵􀀠Di"ision • P,O. Sox 2027.
Tyler, Texas 75710.19031882-5511 • FAX (903) 982-7043 5·21 17.0 281 229 248 265 281 302 213 260 287 312 248 34.& 250 264 286 310 317 323 348 374 363 410 11ndud., ,wi......1g;cnd 
-----I MECHANICAL JOINT SSB.DUCTILE IRON TrIer Pipe .. Subsidiary of ".􀁾􀀠Tyler Corporation ...--1CLASS 35D FITTINGS REDUCERS 􀁲􀀭􀁌􀁾􀀠I L ':-!'1'" I!.. ,. -, 'I ' \ t " 􀁾􀁬􀁬􀁾􀀠􀁾􀀠""i􀁾􀀠T
. r.I-' To T 1. MJxMJ MJSEB MJLEB , PExPE 5·635 5·63{, 5·637 5·638 SI,. Olm.lI.ron. Wefght. >'\ r-Z_ T I A_ WYES $"" 5·636 ...., $.... T 1" L L L L 5-<3$ 5·636 5-<31 '-"II Walght. 4x3
.35 .34 4 • 9.5 9.5 15.0 18 17 18 14 T l' 6x3 .37 • 34 5 • 10.5 10.5 16.0 21 21 21 18 .34 36 6x4 .37 .35 4. 9.5 9.5 15.0 27 26 22 22 .34 40 8x4 .39 .35 5. 10.5 10.5 16.0 36 34 29 30
.35 45 8x6 .39 .!'fl 4 . 9.5 9.5 15.0 . ":'40 37 32 31' 􀁾􀁾􀀠 ¢ . *5-628 􀀭􀁾􀀬􀀠Six_ Dlm4h1tlOna A Y--" 3 2.0 8.5 .34 4x3 1.0 9.0 .35 4 2.5 9.5 .35 6x4 1.5 11.0 • !'fl 6 3.0 13.0 •
!'fl .35 67 10x4 .41 .35 7 • 12.5 12.5 18.0 !;'., 47 46 ,:.48 .48 .37 93 ;42IOx6 .41 .37 5. 10.5 10.5 16.00 ': ' 47 48 42 .39 .35 93 10xB .41 .39 4 • 9.5 9.5 15.0 54 52 􀀮􀁾􀀴􀁳􀀠44
.39 .!'fl 113 12x4 .43 .35 9. 14.5 14.5 20.0 67 61 52 54 .39 136 12,,6 .43 .37 7. 12.5 12.5 18.0 18.0 67 58 53 56 8x4 0.5 13.0 8x6 2.0 14.5 8 3.5 16.0 .39 IOx4 0 15.0 .41 10x6 1.0 16.0
.41 .35 118 12x8 .43 .39 5. 10.5 10.5 16.0 64 62 55 58 .31 136 12x1O .43 .41 4. 9.5 9.5 15.0 78 62 57 60 .39 170 14x6 .51 ,44 9. 17.0 14.5 22.5 108 107 112 109 .41 199 14x8 .51 .45 7.
15.0 12.5 20.5 104 107 108 101 .43 .35 150 14xl0 .51 .46 5. 13.0 10.5 18.5 100 102 100 96 .43 .37 184 14,,12 .51 .47 4. 12.0 9.5 17.5 100 101 100 85 .43 .39 188 16x6 .52 .45 11. 19.0
16.5 24.5 136 132 144 12B .43 .41 223 16x8 .52 .46 9. 17.0 14.5 22.5 132 128 136 112 .43 .43 272 16xl0 .52 .41 1. 15.0 12.5 20.5 128 124 128 123 .51 .44 256 16xl2 .52 .48 5. 13.0 la.5
18.5 125 123 !1I9 113 10x8 2.5 17.0 .41 10 . 3.5 19.0 .41 12x4 0 16.5 12x6 1.5 18.5 12xB 1.5 lB.S 12xl0 3.0 20.0 12 4,5 22.5 14x6 0 19.5 14xB 1.5 21.0 14xl0 3.0 22.5 .51 ..45 286 16x14
.52 .51 4 . 12.0 12.0 20.0 140 139 ;13B 133 .51 .46 322 18x8 .59 .45 14. 22.0 19.5 27.5 194 190 .195 170 .51 .47 387 18x10 .59 .47 12. 20.0 17.5 25.5 196 180 ,illlS 175 .51 .51 465 18x12
.59 .49 10. 10. 18.0 15.5 23.5 185 170 '190 181 .52 .45 300 18x14 .59 .56 8. 16.0 16.0 24.0 190 181 1200 185 .52 ."6 327 190 18818x16 • 59 .57 7 • 15.0 15.0 23.0 196 180 .52 .47 375
210 11lS .52 ."8 465 20x12 • 60 .49 12 • 20.0 17.5 25.5 210 200 20xl0 .60 . 47 14• 22.0 19.0 27.5 225 210 210 195 .52 .51 492 20x14 .60 .56 10• IS.O 18.0 26.0 208 198 205 195 .52 .52
575 20,,16 .60 .57 8. 16.0 16.0 24.0 225 215 222 212 24x18 .60 .59 1. 15.0 15.0 23.0 233 220 225 210 24xl0 ... ... ... ... 225 ... i ... ... 24xl2 .62 .49 16. 24.0 21.5 29.5 310 300
:210 290 24x14 .62 .56 14. 22.0 22.0 30.0 315 325 iUS 310 24Xl6 .62 . 57 12 . 20.0 20.0 2S.0 324 319 1310 304 􀀬􀁾􀀠24x18 .62 .59 10. lS.O 18.0 26.0 312 310 ,315 304 24x20 .62 .60 8.
16.0 16.0 24.0 315 305 1307 304 ·18" tn,u 24" not induded in AWWA <:153 as of Augu:it, 199'2 , 5·23Tyler Plpc/Ulilitil,'!$ Di."i$icn • P.O. Bctl' 2027. Tylt,lr, Texcs 75710 • (903) 􀀸􀀸􀀲􀁾􀀵􀀵􀁩􀀠1
• FAX. 􀀱􀀹􀀰􀀳􀀱􀀸􀀸􀀲􀁾􀀷􀀰􀀮􀁩􀀳􀀠14x12 4.5 24.0 14 6.0 25.0 16x6 0 21.0 16x8 0.5 22.5 16x10 2.0 24.0 16x12 3.5 25.0 16x14 5.0 26.5 16 6.5 28.0 9·10·92 
-."::-'􀀧􀀭􀀧􀀭􀁾􀁾􀀧􀀢􀀠Tyler Pipe Subsidiary of Tyler Corporation PLUGS & CAPS '" 3'Q2" 􀀱􀀴􀀧􀁾􀀲􀀴􀁮􀀠MJ Plug Solid 5·650 Topt 5·652 , 3'!.12" JA'!.24" MJCap Solid 5·65<1 Tapt5'65S
SIn Olman.lont. Weight. Max. 5-650 & 5-65<1& T Top ....2 5455 .46 3 6 7 .46 4 10 10 ..46 4 18 17 ..46 4 26 2S .56 4 36 35 3 " 6 8 10 12 14 16 18 20 24 -18" thru 2411 ,56 4 46 44 .62
4 85 79 .62 " 93 100 .65 4 130 122 .66 4 153 202 .68 4 202 214 MECHANICAL JOINT SSB.DUCTILE IRON CLASS 350 FITTINGS SLEEVES T T "".', ", '" '" .. + ,L I 1 !--L, Shart 5'0445 long 5·644L
stx. tUm"mlon. Werghts T L' L' 5-4oU5 5'-L 3 .34 7.5 12 13 21 4 .35 7.5 12 17 2S 6 .37 7.5 12 28 39 8 .39 7.5 12 38 53 10 .41 7.5 12 49 64 12 .43 7.5 12 14 .56 9.5 15 16 .57 9.5 15 18
.68 9.5 15 20 .69 9.5 15 56 82 111 141 137 172 200 270 24 .75 9.5 15 370 oot induded in AWWA e153 05 ol August, 1992 ADAPTERSTAPPED TEE ,r-Ll I -t l I T t--L''I MJxFE FExPEMJ Tapped
Teo 5·658 5·6615·642 Size Dlm_nllan. WeightsSize DlmCHufonl Weight, T L' L' 5-6581 L Max. Tap ."'1 3 4 6 8 10 .34 6 2".35 6 3 .37 6 -4 .39 6 4 .41 6 " 3 .34 6 1219 4 .35 6 1223 6 .37
6 1237 8 .39 6 1253 10 .41 6 1271 18 24 36 52 67 18 24 33 52 69 12 .43 6 12 eo 8812 .43 6 4 82 14 .51 6 12 127 12714 .51 6 127 16 .52 6 12 166 149 5·2" Tyler Pipe/Uliliiies Division·
P.O. Box 2027. Tyler, Texas 757iO. (903) 882·5511 • FAX (903) 882*7043 9·10·92 16 .52 6 " 4 164 
1JterPipe DUCTILE IRON AND GRAY IRON Subsidiary of "..􀁾􀀠FLANGED FITTINGS Tyler Corporation .--1 "REDUCING BASE BENDS "FLANGES L-􀁹􀁾􀀠r'---0 ------.J '--0 ._J Under 12" BUnd FlongeFlong_lor
Steel Pipe 5·750 x u RedUcing Flange L lar St..1Pipe 5-752 􀁾􀁾􀀠􀁌􀁳􀁾􀀠s--l L-0---': lIo.e Under Base Under 12" and lorger Blind Flange large End Small End 5-702 lE 5·702 SE Flan,e
far CI Pipe 5·751 Blind Reducing Flange lor CI Pipe 5·753 Flange. Sin Dfm.n.ions WI. 􀀵􀂷􀀷􀀵􀁾X S u SI.. Olm.nllona WI. 􀁾􀁸􀀳􀀠5.5 6 . 5 45 y0 Q x ,5·750 $·151 􀀵􀂷􀀷􀁾6"4 7 7 .62
75 2 6 .62 1 􀁾􀀠48x4 8.38 9 .88 115 2'/, 7 .69 1.13 6 78d 8.38 9 .88 130 3 7.5 .75 1.8 1.19 7 7 8IOx6 9.75 9 .88 170 A 9 .9. 1.89 1.31 12 12 1.4IOd 9.75 9 .88 195 6 11 1.00 2.1 1.56
17 17 2512,,6 11.25 11 1 230 8 13.5 1.12 2.31 1.75 25 28 40 12x8 11.25 11 255 10 16 1.1'1 2.52 1.94 35 38 60 12xl0 11.25 11 285 12 19 1.25 2.73 2.19 55 58 80 ') 'Not included in AWWA
CliO 14 21 1,38 2.875 2.25 75 110 14 23.5 1.« 3.188 2.5 95 lA5 18 25 1.56 3.125 2.69 105 190'FLANGE FLANGE AND FLARE 20 27.5 1.69 3.5 2.88 135 250 24 32 1.88 3.687 3.25 160 370 30 38.75
2.12 4.875 255 sapXi 36 46 2.38 390 6ao 􀁎􀁏􀁔􀁅􀁾􀀠AU flange. cQnform to ANSi/AWWA 􀁃􀁬􀀱􀀵􀀯􀁁􀀲􀀱􀀮􀀱􀁓􀀻􀁾􀀶􀀳􀀠Standard•• .•. -L' "'TRUE WYE • FLANGE SLUDGE SHOE . ",."." X " rL"-D--J
v ljI. F1ang. ond Flar_ 900 Bond FIGng_ and Flare Pi.... X..5·7665·7&5 LL s;..,. Oim..n.lonl WI. Sh. Dlm.ntiotls WI. D X Y 􀀵􀁾􀀷􀀶􀀵􀀠D 5·766 D 3 7.5 5.5 6.5 25 3 7.5 8 20 4 9 6.5 9.5
.0 '1 8 30 True Wye Flang" Slud,. Sho"• 5·7686 11 8 12 70 6 II 8 40 5·761 Siu Olnt.nllonl WI. 􀁄􀁬􀁲􀁍􀁮􀁬􀁬􀁾􀁴􀁴􀀧􀀠WI.8 13.5 9 13 110 8 13.5 10 70 St"" St_m Btonch., X Y 0 x y10 16
11 15 175 10 16 10 95 12 19 12 16 2A5 12 19 12 155 4 4 6.5 3 50 3 5.75 12 6 25 6 8 3.5 75 1 12 6 35􀁉􀁾􀀠21 14 22 4SO 14 21 12 225 •6 " 6 8 3.5 80 6 7.87 12 6 4516 23.5 15 23 545 16
23.5 16 330 16 25 16.5 24.5 675 18 25 16 355 8 6 9 A.5 120 8 10.12 12 6 &5 460 8 8 9 4.5 125 10 12.25 12 6 8520 27.5 18 26 860 20 27.5 18 12 15.25 12 6 12024 32 22 30 1195 24 32 18 635
"'Not Includ.clln AWWA CliO. 'Not included in AWWA (110 ANSI/AWWA CIlO/All.IO. ANSI/AWWA Cl I 1/A21.1 I 9'10-92 Tyler Pipe/Ulilities Division· P.O. Box 20'27 • Tyler, Texm 75710 • (903)
882·5511 • FAX (903) a82-7043 5·55 
Vll. METER BOXES 9 
'._,_..-_.._--.._----------------􀀭􀁾􀁾􀀬􀀠....•. -';<6'1''2='''''&'''',;* ...:"; # 548 Series Galvanized Meter Boxes with 24" dia. corrugated cans Part no. Height Weight # 548 A 18"
.. .. 80 1bs # 548 B 24" 85 1bs 􀁾􀀠" 548 C 30" 90 1bs # 548 D 36" 95 1bs 􀁾􀀠" 548 E 42" 100 1bs # 548 F 48" 105 1bs # 548 G 54" 110 1bs # 548 H 60" 115 1bs # 55 Series Galvanized Meter
Boxes with 28" dia, corrugated cans He; ghtPart no. x 18"# 55 A 18"# 55 A1S 􀁾􀀠18"rr 55 A2S 24"# 55 B 30"# 55 C 36"# 55 D 42"# 55 E 48"# 55 F Weight 125 1bs 125 1bs 125 1bs 130 1bs
135 1bs 140 1bs 145 1bs 150 1bs # 55 A1S 18 ga. can -Dallas std 57 
vm TAPPING SLEEVE 10 
IMueller Ca.I 1.4-99 FOR CENTRIFUGAL C.I., D.I., & PVC PIPE . .'2.2 􀁾􀁾􀁃􀁾􀁾􀁾􀁾􀁾􀁾􀁌JOINT 􀁔􀁁􀁐􀁐􀁉􀁎􀁇􀀺􀁓􀀧􀁌􀁅􀁾􀁖􀁾􀁪􀁾􀁾• Catalog numberH-615 Mechanical Joint Tapping Sleeve
Sizes--4" -24" main and outlet (see chart below for available size combinations) Outlet flange dimensions and drilling comply with ANSI B16.1. class 125 and with MSS SP-60. Cenified
to ANSIINSF 61. Iron body with 314" NPT test plug. 4"-12" s;zes---250 psig (1723 kPa) maximum working pressure. 14" -24" sizes--150 psig (1034 kPa) maximum working pressure. H-615 .",'.'.J
.pping Sleeve pipe information lominal ,0.0. range of sleeve Class and type of pipe End Gasket ,j:ze of main part . numbersInch Imm Cast iron ciasses loo. 150.100 and A· all cl::xsses
ductile iron -CJSt iron 0.0. PVC plastic pipe . !•.74"-4.86" , 120.5-123.3 195&24classes 150 and 200 I 4.87"·5.32 1123.8-135.0 C3.5t iron classes 8. C. and 0 -A-C ClllSSeS 100 and 150
195653 Cast iron classes 100. 150.200. and A • aU clnsses ductile iron -cast iron D.O. PVC plastic pipe 6.84"·6.96" 1173.8-116.7 195825cI;lSses 150 and 200 6.97"·7.-10" 1177.1-187.9
," C.lS( iron classes B. C. and 0 -A-C classes 100 and 150 195654 C;lSt iron cia.sses 100. 150.200. A and B 􀁾􀀠ail cktsses ductile iron 􀁾􀀠C.lSt iron 0.0. PVC plastic pipe 8.99--9.
1I " ;22SA-23 1.3 195826, cmses 150 .lnd :200 9.12".9.61" :231.7<Z44.2 Cast iron cl:lsses B. C. and D· A-C classes 100 and 150 195655 ,C.lSt iron cla.sses 150.200.250. A and B ·all cl:1sses
ductile iron· cast iron 0.0. PVC plastic pipe 0" 11.04'"·\ !.l6" 􀀱􀀲􀀳􀀰􀀮􀀵􀁾􀀲􀀳􀁊􀀮􀀭􀁉194680'classes !50 nnd 200 Cast iron da.sseS: 150.100.250. A;md B· all cla.sses ductile iron·
ca.st iron 0.0. PVC plastic pipe 19463811" 113.1-+"'-13.16" 133l.9-336.7 classes 150 and 200 J4" 115.22".15.]5" i386.7-389.8 q95127 16" 117.31"-17..15" _.0-43.1 􀁃􀁾􀁴􀀠iron cla.sses
50. 100, 150.100.150. A and B -aU classes ductilo: iron Cnst iron classes SQ, 100. 150.200. 150. A and B -all classns ductile iron 195128 1&" : 19.-42"-19.55" 1 493.-l-I96.5 195266 20"
12<.ST·.lL65" 15"6.7-5J9.8 Cast iron classes 50. 100. 150.200,150. A ;md '8 • all da.sses ductile iron Cast Iron cla.sses 50, 100, 150.200.250. A and B 􀁾􀀠aU ciOlSSeS: ductile iron
:195129 , " , ..," "'l " i.. , ,􀀱􀀱􀀵􀀮􀀷􀁾􀀠15.85 ,6.)3.....656,5 ,CJ.St Iron CI.lSSES )0. lOG. 150. _00.150, A;md B -all cla.sses ducnle Iron 1195130 10utlet size I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀺􀁾􀀺􀀻􀀻􀀮􀀺􀀩;izes available Nominal size at 14" 16" 18" pO' 112" 114" 116" 118" 120" 24" Imain 4" Ix -I-I. I· .' 1-'--Ix i i-.. I-I· I·x .'o· -. · 8" 'x X IX .. .-'. I· I--10"
Ix X Ix I-I. ,.iX -, -· 12" Ix Ix Ix :x Ix I· , I--, ---,---14" Ix Ix Ix !x Ix I-" I-10" IX IX Ix oX IX Ix x I-I· · la" Ix x Ix Ix Ix I· IX X I· I· 20" Ix IX IX lx IX 􀁾􀁸􀀠Ix x :x 2-f'
IX ,x Ix !x Ix IX :x x IX Ix J <'':'''0'' 
IX. BRASS-CORP. STOP, CURB STOP, COUPLING, SADDLES 11 
--5.6 -----------_. -_._--_._------------------[Mueller Ca.l 1.1/2 11 &211 MUELLER® 􀁏􀁒􀁉􀁾􀁃􀁏􀁒􀁐􀂮􀀠CORPORATION VALVES MUELLER® ORI-CORP® MUELLER® ORI-CORP® Corporation Valve Corporation
Valve Inlet: AWWA taper Inlet: AWWAI.P. thread. (MUELLER "CC") thread Outlet: MUELLER® 11()\1lOutlet: MUELLER® 110<1> Conductive Compression Conductive Compression Connection for CIS
0.0. tubing*H·15013 Connection for CIS 0.0. tubing* H.15023 ;,\2" 􀁲􀁬􀁬􀀭􀁟􀁉􀁉􀀲􀁾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀱􀀲􀁾􀀢􀀧􀀭􀀧􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀧􀀠) 􀁾I-In" MUELLER ORI-CORP MUELLER ORI-CORP Corporation
Valve _ fr.)Corporation Valve Inlet: AWWA taper (MUELLER Inlet: AWWAIP. thread "CC") thread Outlet: MUELLER Pack Joint Outlet: MUELLER Pack Joint Connection for CIS 0.0. Connection for
CIS 0.0. tubing* tubing*P·15013 P·15023 11-112" 12" 11•112" 12" •• MUELLER ORI-CORP MUELLER ORI-CORP Corporation Valve Corporation Valve Inlet: AWWA taper Inlet: AWWAI.P. thread (MUELLER
"CC") thread Outlet: F.r.P. thread Outlet: F.l.P. thread 1"3 H·15014 H·15015 11• 112" * 12"1 11.112" t 21" * MUELLER ORI-CORP MUELLER ORI-CORP Corporation Valve Corporation Valve Inlet:
AWWA taper Inlet: AWWAIP. thread (MUELLER "CC") thread Outlet: M.LP. thread Outlet: M.lP. thread H·9968 H-9969 􀀬􀀬􀁾:.s., -: :'1" "11.112" 1-11-112" 12"" I· ,. See charts on pages 5.10-5
. .13 for rubing and pipe (har may be used on these connections. "'* For use with Sl!rvicc Saddle only---caonol be machine insel1ed. :j: Requires minimum ordering quanticy. Comuct MUELLER
􀁃􀁵􀁳􀁴􀁯􀁭􀁥􀁾􀀠Service: CemCf for minimum tmler requirements :lnd avaU:lbilitjl. 
1/211 -211 GROUND KEY 􀁄􀁅􀁓􀁉􀁃􀀺􀁩􀁾510 (Mueller CD.I • CORPORATION VALVES Ground Key Corporation Valve Inlet: AWWA taper (MUELLER "CC") thread Outlet: FLP. thread Ground Key Corporation
Valve Inlet: AWWA I.P. thread Outlet: FLP. thread 􀁾􀀠􀁾􀀠H-10045 H-10046 1117: 3/4"1Ground Key'Corporation Valve Inlet: AWWA taper (MUELLER "CC") thread Outlet: LP. thread copper flare
connection -this connection thread is one size larger than theH-15002 copper tubing to be flared '3/4' 11' ,H14't l!-ln' 12' Ground Key Corporation Valve Ground Key Corporation Valve
'S)Inlet: AWWA taper Inlet: AWWA LP. thread 􀀬􀁾􀀠(MUELLER "CC") thread Outlet: M.I.P. thread Outlet: M.l.P. thread H-10013H-9996 k 􀁾􀀠3/4" , I" jl-ll2"t 12" II' Ground Key Corporation
Valve Ground Key COIpOration Valve􀀢􀀬􀀬􀁾􀁪􀁵􀁩􀁪􀁾􀁩􀁾􀀧􀀠􀁾I' . Inlet: AWWA taper􀀢􀀢􀀢􀀬􀁾􀀧􀁜􀀢􀁩􀁉􀀱􀀧􀀺􀀡􀁦􀁬􀀠Inlet: AWWA LP. thread(MUELLER"CC) thread Outlet: Increasing I.p.
thread a-Outlet: Increasing I.P. thread (outlet is one size larger than (outlet is one size larger than inlet)H-10003 inlet) H-9979 J 1314' 11" 11·112"; 12" t I' !II2' 15/B" (314" outlet)
1314" !1" 11-112' 12' Ground Key Corporation Valve Ground Key Corporation Valve : .. :';") Inlet: AWWA taper Inlet: AWWA LP. thread (MUELLER "CC") thread Outlet: MUELLER Coupling Outlet:
MUELLER Coupling threadH-9971 H-9976thread : 􀀱􀀱􀀲􀁾􀀠i518" (314' outlel) 13/-1" 11" 11-114" i 􀁬􀁾􀁉􀁦􀀱􀀢􀀠h." II" i1-111"P" " e!::" 􀀺􀀲􀁾􀀠:I: Requites minimum ordering quantity.
Contacl MUELLER Customer Servlec Cerner for minimum order requireltll."nts and .wuilabiliiy. NOTE: Size;; shown above represent nominal size of inlet :md nUIIct conncellonl>. MUELLER"'Corporation
Valves are manufactured and tested in accordance with ANSIIAWWA C800. 
IMueller Co.l GROUND KEYANGlE METER VALVES80.10 &SERVICE VALVES -3/4"-.211<.REV.4-99 Ground Key Angle Meter Valve MUELLER llO® Conductive Compression Connection for CTS O.D.* tubing
x meter flange 1800 turn check -lock wing H-14277 X CamIOvsize 1·112 2tt 1-112.2Metersiu l-lll Pioesize 1·112 2 Ground Key Angle Meter Valve Copper flare nut x meter flange 1800 turn
check -lock wing H-14276 Ground Key Angle Meter Valve MUELLER® Pack Joint . Connection for CTS O.D. *tubing x meter flange 1800 turn check -lock wing P-14277 .P.'ip.'e'.iz.e C4talOI!
size 1􀁾􀀠112 :2tt Melersize 􀁬􀁾􀁬􀁮􀀠:I-lfl.. 2 ........I•.I.Il..........:2............ 􀁾􀀠 Ground Key Angle Meter Valve EI.F. x meter flange 1800 turn check -lock wing H-14286 􀁾􀀠dze
􀁾􀁾􀀠le TubinP size I·III 2tt 1-112 1-112.2 1-112 2 Ground Key Angle Meter Valve MUELLER Solid Tee Head ELP. x ELP. Roundway Meter Stop 1800 turn check -lock wing ELF. x ELP. 3600 turn
-lock wing H·10281 H·14285 ICamlogslu ICatalog size lin ':J. " • ", ,'. " " . 1 I • 1 I' , • 
6.8 (Mueller ta.l. SERVICE FITIINGS WITH MUELLER 110® COMPRESSION CONNECTION Straight three part union Straight coupling MUELLER llO®Conductive MUELLER 110 Conductive Compression Connection
for Compression Connection for CTS 0.0.* tubing-both ends CTS 0.0.* tubing xF.I.P. 􀁩􀁾􀀠thread 􀀧􀁾􀀧􀀮􀁊H·15403 H·15451 112' ,3/4' I' 11'<3/4' 11.114" 11.1I4'xl' 11.112' 12' 3/4' Straight
co.upling Straight coupling MUELLER liO CompressionMUELLER 110 Conductive Connection for IPS PE* pipe Compression Connection for x M.LP. threadCTS 0.0* tubing x M.I.P. thread H·15429
Straight three part union Straight three part union MUELLER 110 Conductive MUELLER 110<1> Compression Compression Connection for Connection for IPS PE* CTS 0.0.* tubing x 110 pipe-both
ends Compression Connection for H-15409 .' ",';j)"'"H·15404 IPS PE*pipe .,' .. II'X3/4' Straight coupling . r 0' MUELLER 110 Compression '(]I'.I. I , Connection for IPS PE* pipe I •
xF.LP. thread H-15454 II' .) ....)'" 
MUELLER® BR2B & BR2S SERIES BRONZE SERVICE SADDLES· DOUBLE STRAP AEV....99 , I. .LLER® Service Saddles.tor use on A-C, cast iron, ductile iron, and AWWA C900 PVC plastic pipe 􀁾􀀠0 Outlet
tapped with either AW'jIA taper (C.C.) or AWWA J.P. tbread (FJ.P.T.) , 0 For use on A-C pipe. cast iron or ductile iron pipe and cast iron 0.0. PVC pipe o 200 psig (1319 kPa) maximum
working pressure o Available in single and double strap designs o Brass body%0 Flattened silicon bronze straps (standard) ;. 0 Optional 3Q4L stainless steel straps o Rolled strap threads
o O-ring sealed outlet o 3/4" thru 2" tap sizes0, 0 Meets all applicable parts of ANSlJAWWA CgOO 􀀬􀁾􀀠0 NSF 61 certified range Kind and Inch nun A·C Castor , ductile iron, , COOOPVC
. plas1lc pipe BR2SSeries Size of tapping (add Ie ·B...• Ie MUELLER® Service Saddles with AWWA iron pipe thread Pipe 0.0. range Kind and size 01 i Castor ductile tron,mm A·CInch C900PVC
􀁰􀁬􀁡􀁳􀁾􀀮􀁰􀁬􀁰􀁥􀀠􀁾􀀠) • A·C pipe. classes 15(}"200 per ASTM. C296;md A WWA 􀁃􀀴􀀰􀀰􀁾􀀭􀁡􀁣􀁴􀁵􀁡􀁩􀀠0.0. of pipe being used must fall within the pipe 0,0. range listed in the:
preceeding chi.U:ts. Centrifugally cas' pipe. clllsses SO-250per ANSIIAWWA C1Q21A21.2; ANSIIA WWAC106lA21.6; ANSIIAWWA CIOSlA21.8. and Feder.ll specification WW-P-421. Ductile iron pipe.
classes 􀀵􀀰􀁾􀀵􀀶􀀠per ANSUAWWAC151fA21.51; Cast iron 0.0. PVC plastic pipe per A WWA e900. These machines may be used with the service saddles illustrated on this page Machine I Service
saddle tap size 112" 314" I l' 1-112" 2" ".M " >,< O·5TM '. X X X X TRU-ClITTM -X IX IMEGA·CU'fl'M X X X ,x 'x PL·2T'M -,x IX -
, L X. CASING SPACERS 12 
... 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀭rael patented casing spacers [or cased pipelines 48" Ductile lion through steel casing rtKI, the leaders in casing spacer technology, has been in business since
1952 and are ISO 9002 CERTIFIED. Their uniquely designed, engineered and patented spacers are respected and their dependability has made them the number one choice of specifiers and
installers world wide. 􀁾􀀠.. \ •GIl Casing Spacers isolate water, sewer and gas pipelines from casings simply and cost effectively. Insulators are required to separate casing and carrier
pipeswith the following criteria. • Must ensure electrical insulation between the two pipes • Permanently prevent bells from sliding or resting on casing pipe • Must fasten tightly on the
carrier pipe to ensure no horizontal movement during insertion • Must be made of materials which do not conduct electricity and are permanently resistant to chemical corrosion • Must
be resistant to both mechanical and thermal shocks and stresses, particularly during installation installation 9tIO ft. 20' CSOS PVC through steel ""singPage 1 •rael SPACER ADVANTAGES:
rael spacers meet the above requirements with the following advantages over the standard skid and strap application and other models of manufactured spacers. • Spacers are manufactured
entirely out of high density polyethylene with NO METAL 􀁾􀁉􀁴􀁳􀀠or attachments required • Spacers are quickly and easily assembled by manually fitting elements one into the other •
Tooth insertion method allows on site adjustment to fit a wide range of pipe diameters and coatings • Spacers slide into casing with ease • • Spacers maintain continual long term support
for the carrier pipe and its contents • Spacers provide constant projections around the entire circumference of the carrier pipe. • Spacers provide long term corrosion protection • Spacers
can ba installed on coated or plain concrete, ductile iron, plastiC, ribbed, and steel pipe. The spacers are divided into four groups which address a wide range of pipe sizes and weights.
Within each grouping there are varying support heights that allow the spacer to clear beli joints, flanges, couplings, and other jointing methods. These heights range from .78 inches
to 5.11 inches (20 -130 mm) 
SPECIAL APPLICATIONS: For applications with continued o!'or,ating temperatures in excess of 60'C/140' F, spacers are , 3ble in nylon. ') On request. spacers can be manufactured in other
types of , plastic material according to the mechanical and temperature requirements of the pipeline. The HDPE spacer is manufactured by injection molding. This gives it a high impact
strength and a low coefficient of friction which exceeds industry standards. Each spacer element represents. a fiexible section that has a toothed male butt strap at one end and an appropriately
toothed female slot on the other end. Absolutely no metallic parts are involved in their assembly. This design allows for on site adjustments for any variances witbin the 0.0. range.
Coupled with their flexibility they cover all . types of pipe from 0.0. range 1.1.8 inches (30 mm) and upward. ) • Pe:.ot> ? 
• Spacing The spacing of the rings must ensure that the carrier pipe Is fully supported throughout its length. To ensure against the effects of differential loading at the entrance and
exit points of the casing, two rings are used at the beginning and end of each casing, regardless of pipe size or length. Where mechanically joined pipes, flanges, couplings or bells
are involved rings should be installed wrthin 1 foot ,1.,3 m) on each side of the bell and one in the centre of the pipe, when 18 to 20 foot lengths are used. Selection Guidelines The
selection of spacer type depends on the following dimensions; • exact carrier pipe 0.0. • exact bell, flange or coupling 0.0. • exact casing pipe 1.0. • clearance desired between casing
and carrier pipe • length of application and linear weight of filled carrier pipe With the above information and using the charts on pages 5 and 6, the type and number of spacer elements
required for each ring and how far they will be spaced can be determined. 36" Concrete Pressure Pipe through steel casing Instructions For Ring Assembly • In cases where the carrier
pipe is plastic, the contact zone between the pipe and spacer shall be taped to ensure a textured contact area. It is recommended to use tape on all types of pipe. Double backed tape
should be either self amalgamating or bituminous. • Insert the male butt strap three teeth into the slotted female end of the next element. Continue until you have formed a chain of
the required number of elements. • To complete the ring, wrap the spacer loosely around the pipe and complete the last linking by hand. • Pull each of the butt straps together by hand
until the spacer is tightened uniformly on the pipe. • The TInal tightening is done using the speCial clamping tool for the spacer type. • The miOimum and maximum operating temperatures
are -4 to 140°F or -20 to 60·C. 
..__._--_. ract spacer assembly and insertion Specification suggestions for casing spacers Casing spacers shall be used to install carrier pipe inside the encasement pipe. To provide
support around the periphery of the pipe should the pipe twist as it is pushed through the casing. The spacers shall be of a projection type that has a minimum number of projections
around the circumference totalling the number of diameter inches. For example, 8" minimum of 18 projections. Casing spacers shall use double backed tape to fasten tightly onto the carrier
pipe so that the spacers do not move during Installation. Installation instructions shall be provided with each shipment. Casing spacers shall have a span of 10 feet to 6-1/2 feet dependent
on the total load antiCipated with the pipe full of liquid. On sewer pipe, the maximum span should be 6-1/2 feet to prevent sagging of the carrier pipe. The maximum load Shall not exceed
the load limits per spacer listed in the brochure. These values in the brochure include conservative safety factors for class spacer used. Spacers shall have minimum height that clears
the pipe bell or as otherwise indicated on plans. Casing spacers shall be prOjection type totally non-metallic spacers constructed of preformed sections of high·denslty polyethylene.
Spacers shall be ISO 9002 certified for strength and quality. Projection type spacers shall be RACI type spacers by Raci Spacers North America Inc. (SpeCification suggestion available
in electronic form; e-mail or dIsc) TYPICAL ROAD CROSSING 􀀭􀀭􀀭􀀭􀁾􀀢􀀭􀀮􀀯􀀠􀁛􀁟􀀱􀁴􀁧􀀡􀁾􀁴􀁭􀁡􀁊􀁾􀁾􀁾􀁾􀀺􀁦􀀺􀀻􀀺􀀻􀁥􀁾􀁾􀁨􀁾􀀮􀁾􀁾􀁽􀁬􀁩􀀡􀀱􀁴􀁩􀁪􀁬􀁷􀀮􀀱􀀡􀁬􀀠􀁭􀁾􀀠shall have
a minimum of 8 projections and 18" pipe shall have a 48" Ductile Iron tflrough 66" easing .J 
rael SPACER OPTIONS: Spacer elements Sand T These spacers are linked by a tongue and groove method. Sand T spacers are able to support a maximum weight load of 250 Ib.j110 kg. per ring.
They are best suited for pipe ranges 1.18 -4.13 inches (30 -105 mm). For installation the Clamping Tool Type 3 is used -0.0. range 1.18·6.46 inches (30 ·164 mm) Spacer elements F and
G These spacers are engineered to be used on small to medium sized pipe and are able to support a maximum weight load of 1102 Ib./500 kg. per ring. F and G spacers are best suited for
pipe ranges 3.62 to 17.56 inches (92 to 406 mm). For installation the Clamping Tool Type 1 is used. Channel Lock tool also available. Spacer elements P and Q Special The P and Qspacer
is designed for that middle pipe 0.0. range application. They are able to support a maximum weight load of 1213 Ibs. I 550 kg. per ring. The P and Qspacers are best suited for the pipe
range 6.00 to 12.00 inches (152 mm to 305 mm). For 0.0. Ranges above 12" contact your distributor. For installation the Clamping Tool Type 6 is used. 'MAXIMUM LOAD MUST SPACER TABLE:
SMALL TO MEDIUM DIAMETER PIPE *MAXIMUM LOAD MUST NOT .1:102 LBS OR 500 KGS PER RING I I 􀁾􀀠[ t \ It 􀁾􀀠tI n d 396 421 4 1 *6-10 1.8-3.0 ).15.59 16.57 1.8-3,016.61 19.86 422 505 : 5
: -6-10 19.92 23.23 506 590 6 13.31 15.55 338 395 4 1.8-3.0 *MAXIMUM LOAD MUST NOT EXCEED :1213 LBS OR 550 KGS PER RING 1 
are able to support a maximum weight load of f ; Ib./2700 kg. per ring and are best suited fa, (he pipe range above 24 inches (609 mm). For installation, the Clamping Tool Type 2 is
used for support heights up to 90 mm. Tool Type 4 is used for the E 130s. NOTICE Distance between spacers must be calculated so the maximum load per spacer ring does not exceed the max.
load carrying capacity for the type used. (S&T 250 Ib/ll0 kg, F&G 1102 Ib/500 kg, P&Q 1213 Ib/550 kg, M&N 2204 Ib/l000kg, E&H 5952 2110 2430 2860 '3414 􀁾􀀠27 1.9 0.6 1.9 0.6 􀀭􀀭􀁾􀁾􀀭􀀭5952LB5
OR. Maximum load per spacer is calculated based on 2700 KGS PER RING the weight of the pipe filled with liquid divided by the number of spacer rings installed. The maximum distance of
10 feet/3 meters shall not be exceeded due to the danger of the pipe sagging between the spacers support points unless the pipe manufacturer states differently. PHYSICAL CHARACTERISTICS
OF SPECIRCALLY DESIGNED HIGH DENSITY POLYETHYLENE FOR RACI SPACERS 3625 PSI 25 Njmm2 ASTM ASTM D 638 2900 PSI 20 N/mm2 ASTM D 638 ) 800% 800% ASTM D 638 65 65 ASTM D 2240 -4. F -20·
C >940 Kvjinch >37 Kv/mm ASTM 149/64 yes yes Spacer elements M and N The M and N spacer is designed for that middle pipe 0.0. range application. They are able to support a maximum weight
load of 2204 Ib./l000 kg. per ring. The M and N spacers are best suited for the pipe range 13.31 to 29.88 inches (358 to 764 mm). For installation the Clamping Tool Type 5 is used. Channel
Lock tool also available. Spacer elements E and H For large diameter pipe, heavier applications or long casings where maximum strength is required the E and H elements are used. They
, Ib/2700 kg) . /spacer ring. 'MAXIMUM LOAD MUST NOT EXCEED 2204 LBS OR :1000 KGS PER RING EIH SPACER TABLE: LARGE DIAMETER PIPE MIN SPACER TABLE: MEDIUM DIAMETER PIPE 0,;.. 'MAXIMUM
LOAD MUST NOT 
----------------------._-..---_._.'-􀀭􀁾g-----,􀁾􀀠--􀁾􀀠-=Public Works Marketing, Inc, Wrap Around End Seal Carrier o.n 􀁾􀀠I[§J 1,1,1,1,1,1 rfJ s.s. Worm Gear 0) 118" Neoprene t Casing
O.D, p,o, Box 38174 Dallas, Texas 75238'() 174 Phone: SOIl·517·0395 Fax: 214·343·7105 Email: PWM12@aoLcolll 
""'1' •. ,;. XL COMBINATION AIR VALVE l3 
􀀭􀁾􀀮􀀭 \, ':_ -􀀬􀀮􀁊􀀺􀁾􀀮􀀠". -.,' '. COMBINAflON AIR VAlves SIB]!!; ,]1.JDC STANDARD COMBINATION SINGLE BODY MANUFACTURED TO AWWA C-512 STANDARDS /50 FLANGE CONNECTIONS AVA/LABLE
SERlE.S 1800 CUSTOM COMBJNAT10N bUPlU BODY ...:", 1.J.10). WRIGHT BLVD. SCHAU."tIJURG. Il h!)I')j·.J,:i99..... .... ,.... ,-,,,,, 
SINGLE BODY Double Orifice 1-THROUGHti" STYLS: BUILT FOR :too PSI SERVICE SPECIFY IF OPERATING PRESSURES BELOW 50 P.S.f. MATERIALS USED IN BOTH STYLE COMBINATION AIR VAlVES '(i, Body.
Cover. Lever Frame, , , , .. , , Cast Iron Float , ................... Stainless Steel Seat, ......................... Buiia-N Lever Frame 0" & 2" size)......... "'5eiiiii Leverage Mechanism
(8" size) ................. Stainless Steel All OTHER INTERNAL PARTS STAINLESS STEEL OR BONZE 8" STYLE TO SIZE AIR VALVES FOR PIPEUNE SERVICE USE APeO AIR VALVE COMPUTER orAPSUDE COMPUTER
SOFTWARE I I Height 10" · Height 12 1/4" · Height 15 112" Height 17 1/8" Height 27 114" Height 25 3/4" Width 7" · Width 8" · Width 10" Width 11" Width 13" Width 17 112" Length 11" ·
Length 14" • Length 16" Length 18" . Length 18 3/a" Length 22 114" Weight 35 Ibe. · Weight 75 lbs. • Weight 100 lb•. Weight 170 lb•. ' Weight 205 Ibs. Weight 300 lb•. 􀁾1" PIPe l'H1\&./)
...!!!!! 􀀲􀁾􀀠PIp( TliRfAD ....!!!!! 3:" PIPE Thl1fAO ..2!!:€! 4" PIPE Y'HRt:AO INlET INW INW ourur OUl1.!!l" 0,""" ourur 125 & 250 LB. flANGE 125 & 250 LB. flANGE 125 & 250 1.6. FlANGEs
125 & 250 lB. FlANGES OUTI.ETOFTIONS Olffi.ET OPnONS X 􀁾􀀠PLAIN WITH HOOD .. PLAIN WITH HOOD .. EXCEPT POPPET ALSO AVAILABLE ALSO AVAILABLE • THREADED [,Is SHOWN) HEIGHT FlANGED 161/2"
HEIGHT FLANGED IS" • FLANGEO • ftANGEO SINGLE BODY SPECIFICATIONS Combination Air Valve sizes 1" through 8", (single body. double orifice) allows large volumes of air to escape out the
large orifice when filling a pipeline and closes when liquid enters the valve. When the valve is closed and pressurized. the small air release orifice will open to allow small pockets
of air to escape automaticaUy and Independently of the large orifice. The large'orifice shan also allow large volumes of air to enter during pipeline drainage to break the vacuum. The
body inlet must be baffled to'protect the float from direct forces of rushing air and water to prevent premature valve shut-off. The Buna-N seat must be fastened to the valve cover without
distortion for drop tight shut-off. The floats shall be heavy stainless steel. The plug or float shall be center guided through hex bushings for positive shut-off. valve exterior to
be painted wfth Red Oxide Primer Paint as accepted by the FDA for use in Potable Water. All materials of construction shall be certified in writing to conform to AS.T.M. specifications
as foUows: Body & Cover Cast iron Root Stainless steel Needle & seat 􀁂􀁵􀁮􀁡􀁾􀁎􀀠Plug Bronze Leverage frame Delrin/Cast iron ASTM A126 OR.B ASTMA240 ASTM B124 ASTM D2133/ASTM A126
OR.B Valve to be APeO Model (Engineer to Name) Combination Air Valve as manufactured by Valve & Primer Corporation. Schaumburg, minois. USA 
"J (HERE ARE BASICALLY TWO TYPES OF AIR VALVES: TYPE 1. AIRNACUUM VALVES with<!) LARGE ORIFICE to vent large volumes of air for efficient filling and draining of pipelines. This protects
against vacuum and water column separation or pipeline coliapse, TYPE 2, AIR RELEASE VALVES with @SMALL ORIFICE for continuous venting of air pockets as they accumulate in a pressurized
pipeline, When the above types are combined, the result is a COMBINATION AIR VALVE. The Combination Air valve is available in a SINGLE BODY DOUBLE ORIFICE shown here. or in a DUPLEX
arrangement (see Back Page). The single body is most popular due to its smaller overall si;re and resulting space saving inside a valve vault It is available in 1" to 8" sizes. HOWITWORKS:
Sizes 1" through 6" incorporate a poppet (or plug) which rests freely inside the lever frame. The center stem of the poppet has a SMALL ORIFICE through it When water enters the main
valve body it raises the float and float aom which puts the needle, attached to the aom, in contact with the poppet stem while lifting the poppet to the shut-off position against the
LARGE ORIFICE. As air accumulates inside the main valve body the water is displaced. The float aom falls avvay from the poppet stem to expose the small orifice and the pocket of air
is vented. Water re-enters the main valve body lifting the noat anm back to the shut-off position and the cycle repeats as air accumulates. As long as the main valve body is under pressure.
the poppet stays closed because the pressure , differential across the large orifice is more than the poppet can overcome. If, however, a negalive pressure occurs inside the main valve
body, the poppel will drop open 10 allow air in and prevent a vacuum from fonming in the pipeline. Size 8" functions in the same manner, but instead of a poppet, a floal is used for
shutting off the large orifice and a separate internal float operated lever mechanism is incorporated with a small orifice for venting smaller pockets of air when the system is pressurized,
8.tel)' tel)' Combination Air valve is hydrostatically seat and shell tested before illeaves our factol)' to insure quality perfoomance in the field. TYPICAL PIPEUNE SHOWING ITS HYDRAULIC
GRADIENT ApntJ )vHERE TO INSTALL x ApJ:jJ AlIWACUUM Vill'!! 􀁾peak$ and 􀁾chang. in I,ltadienl near end 01 100 wIlet's no :$I9t1i1'icanl amour.t el3it is 3fIl.idpated • AlRNACUUM VAlYE
• AlRRaEASSVALVE • COMBIflATlON AIR VAlYE AlRlVACtJUMVAt.VE on pump 􀁾􀁾d'u:;k 􀁾(nat I\eOI!:S8&fY fir pumps with post!tYe $UdSOn head) titI'\ydI1NUcsIIy' c.on. 1'ROU.ED A»WAC1)UM VAl.YI!
wbent A 􀁾I]IJb) va/¥e i& I'lCf1MltVdoGed dutmg pump start-up to deYeklp heo<L • HYDRAUUCALLY CONIROu.m AlRNACUUM VALVE HaJ'E! lNSTAWNG MAHNA'tS PIUffE'RIfAlS 'IN LARGER 􀁾Pft'IE.l.JHES
PR(MDI$ AN EXCEl.lBfl' POINTTO INSTALl. JURVAU'ES. ORIFICE SIZES for 300 psi working pressure I !O @MODEl 􀀧􀁌􀁁􀁒􀁇􀁾􀀠SMAll : !􀁏􀁒􀁉􀁒􀁃􀁾􀀬􀀠ORIACE 143CI 1" 5/64" 145C 2" 3/32" 147C
3" 3/32" ':49C 4" 3/32" 150C 6" 1/8" : 151C 8" 5/32" 6 5 DISCHARGE CAPACITI ES FOR COMBINATION AIR VALVE CURVES SHOWN ME AC11JAl. R.OW ClJlACmES AT 14.7 PSI 􀁾􀁅􀁭􀁉􀁃PRESSURE AND 70"
FTEMPERAnJRE aASl! ON ACT'lLt\1. TEST. THESE fiGURES ARE NOT ONlY THE FlilW CAPACmES ACROSS 'THE ORIFICE aur now ACROSS THE ENTIRE VA1ll'E. IN THE TEST SET-UP. APPROACH VElOCfTY 10 THE
VALvt:: IS NEGUGlBL£ THEREFORE ACTUAl. CAMCUY EXCEEDS THE vALUES SHOWN ON CHART. TEST CONOUcrro av: PHIWP P£:TROlEUM COMPAHV ENGINEERING DEMRTMENT 􀁾􀀠TEST OM510N EDMOND PlANT OCTOBER
1. 196t 1" 2" 3" 4" 6" 8" VALVE SIZE AND MODEL NO. 143C 145C 147 149C 150C 151C DO 􀁎􀁾􀁾􀁴􀁾􀁉􀁾􀀧􀀻􀁊􀀧􀀻􀁾􀁾􀁅􀁾􀁌􀁾􀁾􀁾􀁾􀁾􀀺􀁾􀀧􀀠'·:}}i; j)1 􀀮􀀩􂂬􀁾􀀡􀁩􀀻􀀬􀀯􀀠, -:11-;;􀀭􀀭􀀮􀁾􀀠..
.􀀺􀀭􀀺􀀺􀁾􀀺􀀧􀀬􀀠.' " :"C.:i'. ,',', to 􀁾􀀭􀁾􀀠\ " , .'.;' " .:--;:"::; 􀁾􀀺􀀠,.. .-,:''',::; ::'; :} 􀁯􀁾1/f L,11 􀁣􀀧􀀧􀀻􀀧􀁦􀁾􀀺i'S";; 􀀬􀀬􀁾􀀺􀀺􀀠::t ':!.; 􀂷􀀵􀁾􀀧􀀺􀀡􀁽􀁻􀀬􀀠"
􀀮􀁾􀀠4i· " , II 􀁾􀁾􀁦􀁩􀁊􀀢􀀠/, , ," "'" , :1;;;': 􀁾􀀺􀀠, ]:, .> 􀁾􀀮􀀠, -,.' ,,' 􀀬􀁾􀁾􀁾􀀠-.. .. 3, -I, -': .. /'li/, /! 2: 00 NOT EXCEED 2 PSI WHEN EXIfAUSTING AIR //V V/!j I 1
V V V ""....,/0,5 1 2 3 4 5 7 10 20 30 50 100 200 300 AIR FLOW THROUGH VALVE IN STANDARD CUBIC FEET OF FREE AIR PER SECOND (SCFS) 
-. :-,'.--. ..." " . '-'. XU. MISC.-FLANGE BOLT & GASKET SET, POLYWRAP, DETECTABLE TAPE, MEGALUGS, HYDRANT MARKERS, COPPER TUBING, DOUBLE DETECTOR CHECK VALVE, BRASS VALVE 14 
􀀭􀀧􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭B·Rite 1h. Right Gasko, Wor1.,S B-Tite Bolt Sefs lM:! Fit -Bull Sirong Tough PrrxJucrs for TO\19h Jabs 3320 Stuart Dr. Ft Worth, TX 76110 817-921-6501 817-921-2782
fax BOLTING SPECIFICATIONS -PLAIN FINISH Standard Bolt and Nut Sets, Capscrew Sets and Flange Paks contain Hex Head Machine Bolts and Hex Head Capscrews IIAIW ASTM A307 Gr. A. Their
dimensional specifications are IIAfW ASTM A563 Gr. A. All Bolts, Screws and Nuts have National Coarse threads, C 1.2A fit. BOLTING SPECIFICAnONS -STAlNLESS STEEL 80ft and Nut Sets contain
Hex Head Machine Bolts VA/VII ASTM F593 Gr. 18·8. Their dimensional specifications are IIAJW ANSIIASME 818.2.1. Finished Hex Pattern Nuts are 1IA/V11 ASTM F594 Gr. 18-8. All Bolls and
Nuts have National Coarse threads, C 1.2A fit BOLTING SPECIFICATIONS -87 Alloy Stud Bolt ar.ld Heavy Hex Head Bolt material is I/A/VII ASTM A 193 Gr. 87_ Threading is ASME 81.1 class
2A National Coarse threads for bolts up to 1 inch and 8 thread series for bolts above 1 inch. Nut material is IIAlW ASTM A 194 Gr. 2H. Heavy Nuts IIAlW ASME B18.2.2 have Cl.2B course
series threads for nuts up to 1 inch and 8 thread series for nuts above 1 inch. Standard Bolting Material provided wiJl generally be of an import manufacturer. Domestic materia! available
on request. GASKET SPECIFICAnONS Flange Gaskets dimensional requirements are I/AlW ANSi/ASME 916.21. For physical characteristics please reference the attachment. 
POLYWRAP (Polyethylene Encasement for Ductile Iron Pipe) Allpolywrap supplied by Standard Hardware, Inc., will meet or exceed the following specifics: AWWAC105 ASTM D1248-84 Thickness:
8 mil (tolerance +1-10%) Material: Linear Low Density, Type I, Class C-Black, Grade E-1, Manufactured from 100% virgin resin. Colors & Clear =: same specifications. Tensile Strength:
1200 PSI (8.3 MP) minimum . Elongation: 300% minimum Dielectric Strength: (raw material) Volume resistivity ohm*cm= minimum Dielectric Strength: (fmished film) 800V/mil (31.5V/um) thickness
minimum .", . 
Detectable Underground Utility Marking Tape Specifications, Test Data, Approvals and Color Code I. SPECIFICATIONS Consists ofa minimum S.O mil (0.005') overall thickness, with no less
!:han " 3S gauge (0.00035') solid aluminum foil. core. The foil must be visible from BOTH sides. The layerS shall be laminated together with the extrusion lamination process. not adhesives.
Further, there shall be NO inks or printing eII.'tending to the edges of the tape. The adhesive will NOT contain any dilutants. pigmentS, or contaminants and is specially formulated
to re:sist 􀁤􀀬􀀬􀀡􀁾􀁲􀁡􀁤􀁡􀁴􀁩􀁯􀁮􀀠by elements normally encountered in the soil. All printing shall be encased to avoid ink rub-off. ' II. TEST DATA PROPERTY METHOD YAL!fE lhlckness
ASTMD2103 5.0 mils Tensile strength ASTMD8S2 25 Ibs {mch (.5S00 PSI) Elongation ASTM D882·83 <$0% at break Printability ASTMD2S7& >50 􀁤􀁾􀀧􀁉􀀱􀁥􀁳􀀱􀁣􀁭􀀲􀀠Flcribility ASTMD671411
pliable: hand Inks Mfg. specs. hear !,ct Mylex Message repeat Mfg. specs. every :W incheS Foil Mfg. specs. doadsoft/annealled Top layer Mfg. specs. virgin PET Bottom Jayer Mfg. specs.
virgin LDPE Adhesives Mfg. specs. >30%. solid l.5#1R Bond strength Boiling fi'o .5 hours wlO peel @lOOoC Colors APWACode see below IIL APPROVALS A. Department ofTransportarlon, Materials
Transportation Bureau, Olli"" ofPipeline Safety. USAS code for pressure piping B31.8, paragraph 192.321 (.l B. National Transportation Safety Board, Washington, DC, Special Sludy Prevention
of Damage to Pipelines. Adopted Iune 7. 1914. Report NTSB·PSS-73·l. C. American Petroleum Institute (API). Recommended practice fur !l1llrking buried liquid petrolcum pipelines-API RP
1109. D. G=ral Services Administration, Washington, DC, Public Building:; Service Guide Specification for Mechanical and Electrical Equipment-PBS 4-150J, Arnendmcnt2. page 1 501-14,
paragraph 18, subparagraph 13.1. clause 18.1.1. E. Rural Electrification Authority·(REA). U,S. Depe. ofAgriculture, Washington, DC. National Electric.'ll Saillty Code fur Underground
Construction for J:1'mote and immediate hazards. IV. COLOR CODE Safety Red-Electric power, distribution and transmission and municipal electric systems. High VISibility Safety Yellow-Gas
and oil distribution and transmission, <i:lllgerous materials, product and steam. Safety Alert Oranee-Telephone and telegraph systems, police and fire col1llnunications and cable television.
. Safety Prec:lutlon Blue-Water systems and slurry pipelines. Safety Green-Sanitary and stann sewer systems. Safety Brown-Force mains, reclaimed water lines and effiuenr re-use lines.
Alert Purpk-Rcc!airncd non-pot:lble water lines. 
Fl' 􀁬􀁾􀀠•.1ognoTe(® The standard detedable product used for location and early warning protection for underground lines. • Multi-layer construdion offers permanence of message, strenglh
and locllfabilily. • No ink extends to the edge of the lope providing Ihe slrongest bond be1ween lovers to prevent delamination• • Bold black letters include. message ond inslallotion
-recommendllfions. -• Silver fail shows through an Ihe fronl and the bad< for excellent dig·in visibilily. lise widest/ope possihle and hury as close to the surfoce as prat:lical• •
WATER UTILITY TAPE -MAGNATEC STOCK X 􀁾􀀬􀀦􀁾􀀺􀀠essaQ 􀁾􀀠􀁾􀀢􀀢􀀬􀁪􀀢􀀬􀀺􀀠􀁾􀀠g ;;' 3 2" x 1000' CAUTION WATER UNE BELOW Blue/sliver 5.0 31",.!2 3',1000' CAUTION WATER LINE BELOW
BlUe/silver 7.0 31-024 􀀶􀁾􀀠x 1000' CAUTION WATER UNE BELOW Blue/silver 14.0 :IV 31-016 3' '1000' CAUTION POTABLE WATER UNE BELOW Blue/Silver 7.0 31"()S2 2"1000' CAUTION SEWER UNE BELOW
Greenlsilver 5.0 3Hl53 3' , 1000' CAUTION SEWER UNE BELOW Green/sUver 7.0 31-OSS 6" x 1000' CAUTION CAUTION SEWER LINE BELOW Green/sliver 14.0 :IV 31..()31 3" X 1000' CAUTION STORM DRAIN
BELOW Green/sUver 7.0 EW 31-042 2', 1000' CAU1l0N FORCE MAIN BELOW Green/silver 5.0 EW 31-043 3" , 1000' CAUTION FORCE MAIN BELOW Green/silver 7.0 EW 31-122 2" x 1000' CAUTION FORCE
MAIN BELOW Tanlsilver 5.0 EW 31-123 3" x 1000' CAUTION FORCE MAIN WATER Tan/sUver 7.0 EW 31-099 2" x 1000' CAUTION RECLAIMED WATER UNE BELOW Purple/silver 5.0 31-100 3-x 1000' CAUllON
RECLAIMED WATER Purple/silver 7.0 BELOW DO NOT DRINK 􀀱􀀺􀁲􀀧􀀢􀀭􀀧􀁾􀀧􀀠.-.-:----..􀁾􀁾􀀭􀀭􀀬􀀮􀀮􀀮􀀮􀀮􀀭􀀮􀀧􀀭􀀭GAS UTILITY TAPE -:MAGNATEC 􀁾􀀭􀀢􀀭􀀭􀁾􀀧􀀭􀁾􀀭􀀭􀁾􀀠. 􀀭􀁾􀀭􀀭􀀮􀀠STOCK
ltem No. Width X Length Message Color Indv. WI. 31-140 2', 1000' CAUTION GAS LINE BELOW Yellow/silver 5.0 31-141 3' x 1000' CAU1l0N GAS UNE BELOW Yellow/silver 7.0 31-143 􀀶􀁾􀀠x 1000'
CAUTION GAS LINE BELOW Yelfow/silver 14.0 31-087 2' , 1000' CAUTION OIL LINE BELOW Orange/silver 5.0 6 30.5 ,".-; -: 4 30.5 2 30.5 4 30.5 6 30.5 4 30.5 2 30.5 4 30.5 6 30.5 4 30.5 6
30.5 4 30.5 6 30.5 4 30.5 -----Pkg. Oty. PI<g. Lbs. 6 30.5 4 30.5 2 30.5 6 30.5 􀀢􀁬􀁾􀁾􀀺􀁎􀁯􀁾􀁾􀀧􀁗􀁦􀁾􀁩􀁨􀀺􀁆􀁌􀁥􀁮􀁧􀁩􀁨􀁾􀁾􀀬􀀽􀁾􀁾􀁵􀁟􀁾􀁾􀁾􀁾􀁾􀁋􀀱􀁥􀁳􀁳􀁡􀁾􀀽􀀢􀀧􀀠. ".,; 􀁾􀀺􀀭􀀬􀀠􀁾􀁾􀀭􀀢
􀀠􀀢􀁾􀀧􀁾􀀨􀀪􀁾􀁲􀀠'. 􀁟􀀺􀂷􀀱􀁾􀀮􀀹􀁾􀁾􀁾􀂷􀁾􀁾􀁧􀁾􀁾􀁡􀁲􀀮􀀻􀁾􀁾􀁾􀁾􀁧􀀪􀀮􀁾􀁓􀀺􀂷􀂷':-􀁟􀀻􀀺􀀻􀀧􀀻􀁾􀁙􀁾􀁾􀀺􀁾􀀺􀁬􀀺􀀡􀁩􀀺􀀻􀁴􀀧􀀠31-106 2' x 1000' CAUTION ELECTRIC LINE BELOW Red/silver
5.0 6 30.5 31-107 3' x 1000' CAUTION ELECTRIC LINE BELOW Red/silver 7.0 4 30.5 3,.,09 6" x 1000' CAUTION ELECTRIC LINE BELOW Red/silver 14.0 2 30.5 
Series 2000PV MECHANICAL JOINT RESTRAINr GLAND FOR USE WITH C·900 OR IPS OD PVC PIPE I􀀧􀀢..., 􀁾􀀮􀀠'􀁾 '."""" ::OOOPV mochanical jaml tsstmmts can beU$sd on DOth C-.900st1d IPS 00
PVCPlP8. Aspacer 1$ prcvidsd underGeCh /Olqw, limifing $CrOwlO aacommadmetho diffhlSflf ammeters. 􀁔􀁨􀁾􀀠2!lOOPV 􀁭􀁥􀁾􀁨􀁵􀁮􀁩􀁌􀀢􀁴􀁉􀀠joint restraint is tht f.lstcst :lOd most (."Conomi":II
method of restmining PVC pipe to 􀁭􀁾􀀧􀁣􀁨􀀢􀁮􀁫􀁡􀁬􀀠joints. Now the: need fot' 􀁌􀁾􀀩􀁳􀁤􀁹􀀠concrete thrust blocks "nd corrodible 􀁾􀀨􀁥􀁤􀀠ttC rods i,s climimned. It em be used
in stf"Jighr alignment or ott the pre--set detlection rccomult::ndcd thr the flu:chanica1 joint. The 2000PV was the n:rst PVC joint restraint to be tested to UNl·B· 15, Underwriters
L'loorntories, and Factory Mutulli. M..."Ct' "II oj' lile rcquil'emenrs of UNHH3 "Recommended 􀁓􀁾􀁭􀁤􀁡􀁲􀁤􀀠l'errormance SpcLificmioll forJoinl RC:;lrninr O ....."iccs ror """ wilh
Polyvinyl Chlmide (PVC) pipe." UJAisred in ale fOllr thmugh twelve inch sizes fur joining 􀁕􀁌􀁾􀀱􀁩􀁩􀁳􀀨􀁴􀁤􀀠ductile iron finings to UI.·[i::itcc.l, Class ISO I've pressure pipe.
The l11"ximmn .tlloWilblc jOint dct1ct:tioJl is tiye degrees. FaclOry Munllli appl'Ovcd f()r use on DRill PVC pipe in tbur Ihroullh twc[vc indl 􀁳􀁩􀁺􀁥􀁾􀀬􀀠For InslaHatkm on IPS pvcPtpe
remove spacers and replace $Craws, lMiaU per instructions. 􀁾􀀠For Instal/allon ilfl c·gao pvc PIpe uS() as racal¥oo and install par inslrucli01lS,• CWS"PVC P1PE S IPS PVC PIPE 11t4
lastsst and most eoonomfcal melhod of r8sJJalnitJg PvCpipe to mechanicalJoin/&. Eliminates costlyc.om:rale thft.tStbIcr:ks snd corrodibla steel fie rods, The pressure rating for the
2000PV joint restrnint is the standardized pressure rating of the PVC pipe on which il is used. 2000PV joint restraints can be used on both C-900 and IPS OD PVC pipe, 3" through 12".
STANDAROIZED PRESSURE RATINGS FOR OR!llNARV WATER WORKS WmtiRANSLENi SURGES 􀁑􀁎􀁌􀁙􀁾􀀠RATINGS ARE FOR PVC PIPEAND20nn PV. AN5IJAWWA caoo ASTMC:!241 CIOO IPS DO OR14 2.00 PSI SOR 11
250 PSI ORIS 150 PSI SOR21 200 psf DR 25 100 PSI SOR. 26 160 PSI RATINGS FOR' PEAK PFlESSUHES USWIN SEWAGE FORCE MAINS AND: OTHER INSTAL.LAnONS CESIGNED FOIf CYCLIC SURGES OF1.MILUON
CYCLES. RATINGS ARE FOR pvc PIPE ANQ2QOOPV, ANSIJAWWA CSOQ ASTM 0224' Cl 00 IPSOC DR 14 200 PSI SOA 17 20QPSI ORiS 150 PSI SQR2t 160 PSI OR25 100 PSI SQA2S 126P$! 
,", . . ...M· 􀀧􀁟􀀮􀁟􀁾􀀧􀀲􀀧􀁟􀀠-----.•...=>t" t'· Series 2000PV MECHANICALJOINT RESTRAINT GLAND FOR USE WITH C-905 PVC PIPE The large Diameter 20001'V Is • mechanical joint restraint
for use with C-90S PVC 'pipe with nominal size diameters from 14 through 24 inches. NOMINAL PVC PIPE SERIES PIPE PRESSURE SAFETY SIZE NUMBER ClASS RATING FACTOR " 2014PV DR25 2014PV
ORIS 18 2016PV 􀁄􀁒􀁾􀀵􀀠20H,PV OR18 18 2018PV DR25 20,SPV Dfi1B 20 2020PV DR25 2020PV DRiB 2. l2C24PV DR25 2024PV OR18 165 Full Pipe Capadly 235 Ft!l! Pipe CapaCity Since the lorgc
diametcr 2000l'V i. u:;ed 165 Full PEpe Capacity with only One pipe diameter, there arc no 􀁳􀁰􀁡􀁣􀁾􀁲􀁳􀀠􀁾􀁳􀀠235 Full Pfpe Capacity used with [bt: 􀀴􀀢􀁾􀀱􀀲􀀢􀀠2tlOOPV serit!S.
165 FuU PI"" Cap.oiIy 235 2.5:1 The large diameter 2000PV ='trnints have 165 Pw'Plpac._ bc..'Cn tested to pres.'iures t:xceeding the minimum 23S 2.5: 1 quick bUfl!t prc",sure requirement'
for tbe pipe HIS Full PIpe Capacity shown in the table. and have the s-.une pres,'iure 235 2.5: 1 ratings as the pipe. Al'PLICATION VERSATILITY Other EBAA Products for Use on PVC Pipe
Series 2000SV This series is a split restraint 􀁾􀀢􀁹􀁬􀁩􀁴􀁥􀁭􀀠for the mecha.nic..--ru joint. This split rcstrnint .dlows tnr tht: repair of existing V<tJvt!:), fitting!:), and hydrants
where it is advis· able to re!:itrain. mechnnical joints on e."Cisting PVC pipe systems. The insmllation Is simple :md it L, uV'.tj)ab!e in the 4" through 12'1 Size:i. Series 1600 This
series is a split, serr::oted restraint for C-900 PVC pipe hells. It is composed of a .serrated rcstr:lint 􀁲􀁩􀁮􀁾􀀠that is :Isscmhled On the spigot "nu ;t .'iplit hen ring that is
􀀻􀀱􀀮􀁾􀀱􀁩􀁥􀁭􀁢􀁩􀁣􀁤􀀠behind the helL The lings :tnd tie holt."i are made of ductile i["(m. Availzlble in 4" chrough 12" !>ir.c!i. Series 2100 The Megllfl'Ulgc" flange ad:.pter iii
a 􀁦􀁩􀁤􀁤􀀭􀁡􀁤􀁡􀁰􀁴􀀻􀁾􀁢􀁬􀁣􀀮􀀠restrainedflanging 􀁾􀁹􀀺􀁩􀁴􀁥􀁭􀀮􀀠11)c MegarL'mgc atia.ptcr has a rcstrnint ring ;tnu ;t gasket ring to give the maximum ammmt of flexibility during and after instuJhltion, It is 􀁡􀁶􀀺􀁴􀁩􀁬􀁾􀁬􀁢􀁬􀁥􀀠for
use "n PVC pipe in the 3" through 24" 􀀡􀀺􀁩􀁢􀁾􀁥􀁳􀀮􀀠TI can also be used on ductile iron in aU ::;izcs and on steel in some sizes. Series 2500 This series is It split, se:t'l"ated
restraint for C-907 PVC fitting bells. The ""sembly ,uld com· ponents art: simi1nr to the 1600 Series. AV'.ul.ablc in 4",6" anti H" si;{.t'$. Series 2800 TItis series .is a solid ring
harness for use on C·905 PVC pipe bells. It is composed of a wedge action restr.lint ring that L'i assembled on the spigotl and a belt ring that is positioned behind the pipe bell. All
of the components are mn.de of ductile iron. Awilable in 14' through 24" sizes. EBAA-Seal'· Gasket Tins i..'i an improved 􀁭􀁥􀁣􀁨􀁡􀁮􀁩􀁾􀀠cal joint g."ket designed til combine the
􀁣􀁾􀁣􀀠of assembly of the mechanical jutOt with the scaling cap.tbiHtit:s of the rnlSh.on joint. The EBAi\..$eal 􀁧􀀺􀀱􀀢􀁫􀁾􀁴􀀠can 􀁨􀁾􀀠split .Uld used with the 2000SV to repair
c.."ci:;ring me· cl1nnical jdillt probkllL'i. Avnilable in 4" 4" through 48" sjzcs. 
-...􀁾.... 􀀭􀀭􀀭􀀭􀀮􀁾􀀠-2000 I'V JOINT RESTRAINT FOR PVC I'II'E Sample Specification· Ustings and 􀁁􀁰􀁰􀁲􀁯􀁶􀁡􀁾􀀠Mct..'hanicid joint 􀁲􀁴􀀮􀁾􀀾􀁴􀁲􀁡􀁪􀁮􀁲􀀠shall h,: incorpnr,ltcd
Sizc,:-; 1" through 12" (we lisred by Um.lcrwrir<!rs. illw the design Hf {lie thlluwcr 􀁾􀁉􀀺􀁭􀁤􀀮􀀠The rcsrr;lint Lab{HitWrk:>, Inc,. category UJKJI "t'itling.'\, Rdclim:r lllt.."chllnism
NilaU (;unsist ofa plurJ.lity "rindlvklually' Type." with it ddlc:.:ctiClIl angle of five d(.."grccs when "elUatcd gripping :mrf:lCC5 to m:odmi;;:e resfr.dnt 􀁴􀀮􀀮􀀧􀀨􀁾􀀠 tllicd on
\!I.-listcd, <:la:>:> t50 PVC: pre.'isure pipe :.U1d a l11.·H.'Stcd .tPP1.lrtcruulec. The listing number iN f!X2H:'I6. Sizes 4'" through 12" af<.: appmveu by r"l'tctory MUlU:l1 pahillty,
Wands 􀁎􀁨􀁾􀁴􀁕􀀠be matUl(aclured ofductile iton 􀁴􀀺􀁵􀁮􀀡􀁨􀁮􀁮􀁩􀁮􀁾􀀠wASTMA53lHiO. fur U.'iC on appmvctl DRlB PVC pipe ;tllu mechanica.l'11l(.' 􀁾􀁉􀁡􀁮􀁤􀀠I)h:lll he sudl 1hat
it L"iUl replace the j<)im appurtenanct!."i. 'nrc 200(WV 􀁲􀁥􀁾􀀢􀁴􀁲􀀺􀁵􀁬􀁬􀁴􀀠cx.cel'tls:It:!mlardi....cu med'tMlicul f!lim 􀁾􀁦􀀺􀁕􀀱􀀨􀁪􀀠anti t . .'<Ill he tlst.+d all rcquirem<':fl[s
of UNl·n·13·92. wilh thc 􀁬􀀧􀁩􀁲􀀺􀁬􀁬􀁬􀁵􀁾􀁬􀁮􀁬􀁬􀀱􀀮􀁣􀁴􀁬􀁬􀀱􀁬􀁣􀀨􀀬􀀧􀁨􀁡􀁮􀁫􀀧􀁏􀁉􀁬􀀠jofm bcll confom)' illg lu 􀁾􀁜􀁎􀁓􀁪􀀯􀁁􀁗􀁗􀁉􀁜􀀠CllI/A21.Il :md l\NSl/AWWA C 1 t;3/A21.
53 uflottcst revision. 1\Vist uff flllt.'!, sized Patent Information samc as lcc·head hofl'i •. 'ih:dl bt, Ul)cd (I) in:lurc proper '111<: prUdtlcts IU'cscnrctt herein ;u-c covered Dy
􀀺􀁉􀁜􀀮􀀺􀁬􀁵􀁡􀁴􀁩􀁮􀁾􀀠(If rCSll."".tinin!, ucvice.... one or more of the l'oUuwing I>atcnfs: 45&1ol12. The rcstr.tining ghmus .'ih:tll Imvt· a prl!s:mre 􀁲􀁡􀁴􀁾􀀠􀁬􀁩􀀶􀀲􀀷􀀷􀀷􀀧􀁾􀀬􀀠489690,.50
7117,). ing equo[ tIl th.u (If the pipc un which it I:> \lsed. 'l1lC rcstr.lining 􀁾􀁉􀁡􀁮􀁵􀁳gila!! havC' been It.i>lCUU> 􀁉􀁉􀁎􀁉􀁾􀁮􀂷􀁬􀀮􀀿􀂷􀀠Special Notes92. be listctl by t Im.Jcrwriters
I.:tbor.ttnr!t."!i. :Jlld be :tpproved b)' Fat.1nfj' M\ttual. The 􀁲􀁣􀁾􀁴􀁲􀁡􀁩􀁮􀁴􀀠shall he Fur te:>c pres...urcl" .;il)(lVC the rolled 􀁰􀁮􀀺􀀧􀀡􀀧􀁬􀁾􀁭􀁲􀁣􀀡􀁬􀁬􀀬􀀠conthe ImAA
irun Series 20nUt)V (ir appruvetl t·tlu<tI. ,'{ult lhe 􀁾􀁮􀁊􀀻􀁩􀁮􀁣􀁣􀁤􀁮􀁧􀀠department DC ElM Iron, Inc. !bT TCcommentl'lu.JOIl.'i. pvc PIPE 00 ClOD IPSASTld Dimensional Data NOOP
HOOF PWITH HIlTS PIPE SHIPPING AWWASEHIES C 0 F J M X WfrDOU £I0LTS P TWlSTEnOFF K. $OU W£!Ck't CiOO 1)11" "'" 2003PV 4.64 1.55 3.60 6.19 0.50 3/4 4 4 9.8 8.6 7.69 3 7.0 3.5 2004PV 5.92
1.68 4.90 7.50 0.50 7/8 4 4 10.5 9.5 9.13 4 8.6 4.8 4.5 2006PV 8.02 1.68 7.00 9.50 0.50 7/6 6 6 13.0 12.1 11.13 6 12.1 6.9 6.525 2008PV 10.17 1.68 9.15 11.75 0.62 7/8 6 5 14.5 13.5 13.38
8 16.3 9.05 8.625 2010PV 12.22 2.10 11.20 14.00 0.52 7/8 8 8 17.0 16.0 15.63 10 26.0 11.1 10.75 2012PV 14.32 2.10 13.30 16.25 0.75 7/8 8 8 19.0 18.1 17.88 12 31.4 13.2 12.75 2014PV 16.40
2.25 15.49 18.75 0.875 7/8 10 10 21.7 20.85 20.38 1. 47.8 15.3 2016PV '8.50 2.25 17.58 21.00 0.875 7/8 12 12 23.8 22.95 22.63 16 52.8 17.4 2018PV 20.60 2.25 19.68 23.25 1.125 7/8 12
12 25.9 25.05 24.88 18 61.8 19.5 2020PV 22.70 2.25 21.79 25.50 1.250 718 14 I. 28.0 27.15 27.13 20 70.9 21.6 2024PV 25.90 2.75 25.99 30.00 1.420 718 16 15 32.3 31.45 31.63 2. 92.9 25.8
2030PV CALL FOR AVAILABILITY 30 32.0 2036PV CAlL FOR AVAILABIUTY 35 38.3 .. SPACER p c SECTION 8.) jSECTION A-A EBM1..IRONTM F.BAA lRON SAI.ES, [NC. 􀁉􀁾􀀠n BOX H"7 􀁅􀁁􀁾􀁔􀁌􀀭􀁜􀁎􀁉􀀩􀀮􀀧􀁉􀀧􀁅􀁘􀁁
􀁓􀀠76·HH tlSA B17/629 1731 Hnll/4;; 1716 FAX HI7 /629 H95 J 
Hydrant Spotters Fire-Lite markers are blue. 8right, unmistakable blue. These reasonably priced ----'------:...•.:..:......:.j. When seconds 􀁣􀁯􀁵􀁮􀁴􀁾􀀠count on 􀁓􀁴􀁩􀁭􀁳􀁯􀁮􀁩􀁴􀁥􀁾􀀠
FI -LI Instantly spot hydrants from as far as 1000 feet! The Fire-Ute Hydrant Spotter guidance. 8ut only pavement marker helps Ilre departments immediately locate their city's fire hydrants-saving
crucial time on every alarm response. Inexpensive Placed on the roadNay directly across from each hydrant, on either the center line or the right hand lane line, the brilliant blue reflective
marker Signals hydrant location from up to 1000 feet away. The raised marker is the same markers offer greater cost-effectiveness than other hydrant marking systems. Fire department
personnel can install them when not busy with other duties. Easy to instal! Stimsonite's high strength adhesives. Pressure-sensitive adhesive pads are also available. Spotlight your
hydrants with Stimsonite Fire-Lite Hydrant Spotters. For information or a quote, quote, type that your state highway Each Fire-Lite takes only a couple contact your Fire-Lite distributor.
department approves for trar.ic of minutes to install using Or call or write St:msonite today. Distributed by: [ 􀁓􀀷􀁩􀁍􀁓􀁏􀁎􀁉􀁾􀀠Stimsonite Corporation 75.12 N. Natchez Ave., Niles,
IL 60648-3804 (708) 6.17-7717 FAX (70B) 647-1205 
C. Optkal T 􀁾Proo:du.-e A random lot 􀁯􀁦􀁾􀁬􀁬􀁾sball be rested. Specific inl<!lSity sball be 􀁾at 􀀳􀀰􀀮􀁾􀀠m (100 (...tl to:!! 􀁤􀁩􀀮􀁾􀀠$p'ICing between sourte ""lIter md =-.,.Ulr
_ sball be 5.33 em (2.1 in). 􀁾dl4meter md ,.,= di_sWill """h be 2.54 cm(I.0 in). Othd:" test distan<:d 15.2 III (50 feet) and above IIlIiJI be u.ed provided that lb. aoguJar 􀁾􀀠requirc::nent:!
ore met (&e ASTM E809, 􀁾Photom<<ric Clwac!l::ristiC3 􀁯􀁦􀁒􀁥􀁴􀁲􀁯􀁾􀀢􀀢􀀧􀀢􀀧􀁽􀀠J.. COLOR , Color sball conform to the color requirements ofASTM 04280. Test melblld i. pnmdal in
ASTM 4280 ifrequired. PHYSICAL PROPERTn!S I. F1..EXURALSTRENGTH REQUIREMEl'lTS , Mart... conditioned to 23'.,.'·2"C (73.4'./+3.6'F).ru.n support ,load of909 kg (2000 100.) lIS applied
in tl!e following IllBlUl<t: A r>.ndool sample of tluee marl:;"", .ru.n be selected for _ purpo.... In IIWlrdance wilb 􀁁􀁓􀀱􀀧􀁍􀁄􀀴􀁾􀀸􀀰􀀬􀀠center !he 􀁾boise down ova !he 0Jl<'l
end of. h<>Uow me!al cylindcrB em (l in.) high. 7.6 em (3 in.) J.D., 8.9 em (3.5 in.) 0.0. Apply aload to !he lop of the marl= lhrougb.. 2.5 cm(l in.) diameter by 2.5 cm (1 in.) high
me!al plug =tered on !he lop oithe aw:!:er. Rate ofloading.ru.n be 0.5 em (0..2 ill.) p::rminute. fmure.ru.n eoMitu!e either b!eobie or signili=t d..{OI!IllIlioll .rthe marl= at rwy
loed 00""" than 909l:g (2000 lb•.). 2. RESISTANCE TO LENS CRAt.."XJNG (Note: On _ color 1IllilS, the l1!d I""" may not be glass ""vered end ifso should not be $1lbjeeted to impact t<ot.)
tf. SamplIng A random sample ofmarl:;"", to provid.. 10 lenses for eacl! test (20 tolal) sball be $cl""ted.from each lot B. Impaet ruting Condition the mad:m in. COl1vectiOll ov.en lit
S4"C (l30"F) for _ hour. Set !he llllIrlrer on. 3kc1 Jlxtu.re daigned to hold tl!e reflecting face hotizonlallllld $Cl Ule fixture in & ""tid surface such as 11 concrete floor. While
at lbe ele'/ated _perature, impact tb.! re!lective face by allowing. 190 gm (0.42 lb.) dart fitted with a 0.64 em (Q.25 i.n.) tsdiwr spheriC'll held to drop 45.7 em. (18 i.n.) pcrpendi<:UJarlyonto!he
=t<rofthe reilectivc surf=-Crack:; in the impact an::! shall be generallye,,,,,:mb::U: in "PP""I""ce. 1'l!crc shall be no more than two rodiai eraeb longer than 0.64 em (0..25 in,} There
. shall be no rodial craclts .:<Iending to u.. edge of the glass. , c. r""'J>fflJtvl'f! Cycling Subject """pi.. to 3 cycles of W"C (14O"F) fot 4 ho"", funowed by 1"C (200F) for 4 hours.
1'l!crc shall be no """lcing or delamination following temperature cycling. D. Toltrrancl!s In either the impact or <emperature cyelillg test, if 90% (9 1.",..) of !he test samples m
...' the 􀀮􀁢􀁯􀁶􀁾􀀠requirement9, the lot shall be aceoptshle. Failure of 31=ofthe sample shall be C4l1S<! retrojection ofthe lot. F>ilure of21= sIulll 􀁯􀁾􀁷􀀮􀁯􀀮r""""'ple of 10 additionall..,....
Failure of more than I I""" of lb. ''''''''''Ple.ru.n be co", .. for rejocuon of !helot J. BOND STRENGTH TEST S4nd bIOS! <lid on.l en (2 in.) diatlk!ter by 5,7 cm (2-114 in.) 1011/!
<t<cl t.e:;t plugs with • threaded hole in lb. o!.h.,. <nd. Condition test plug•• paVe:Il""t rn.arl:e1"s, and :!pOcifioo. adhesiv. (Stimsonil<! T]"p.: 􀀸􀁾􀀠Epoxy) at 13>+/-1"C (73.4'.1+3.6'F)
for at l...t 4 hours before testing. Mi." the spe.:iJied adhesive until the mi=31\0'"''' DO streaks. PI= adheoiVe on the cenu:r of the bottom surf""" of !he marie... and spreod • layer
of adhesive OIl the sandblasted surface of the test plug. Press plug firmly in the cen(ct of the fIl.iIfW with a lwi,"ting motion. With. squared o:ilool remove rwy adhesive which cxl!\lde:l
from under the plug. AJkr 14 hours cure .113'+1. 2"C (73..·+1. 􀀳􀀮􀀶􀀢􀁆􀀩􀁾bond stu:n&th 􀁾􀀮tensile te.ting machine adju.sted to traVel at 0.5 cm(0.2 in,) p<r minute. T<:!t iixtute..u
be d..signed [0 provide uniforn:11oed distributioo. Bond 􀁳􀁴􀁲􀀮􀁾􀀠I",", than 35.1 kg fem' (500 psij ,ball be considered a failure. ' . . March, 1994 Printed in U.S.A. (Sup:1"..ode.
JanUM'/. 1992) 
."".. . SP£cmCATIOI'IS fOR .\lIRASIO/'l Ju:sr5rAl'17 PRIsMATIC lUTIt01U:FUCTlV! P."ViMli:lfT MARXZR GlNERAL DE.'lOUl'TION Marlrers aMll consist of an =-ylio plastic shell fill«! with
a tightly adhaent potting compol1llrl. The >hen .tJaJ1 contain one or two glas., cover«! prismatic ,.troreflo.:!ive JlIce3 as required to ",11",,( inl:id<:nt light from a :ringle or
oP1'<ll'i!e direeticns, 1ll!1'AlLlll Sl'!!.ClFIC.\TIOI'IS 1 • . DESIGN AND FABRICATION A. Dimoulonal Detu.iu Ovu.lll Dimensions 10, 16 an){ 10. 16 c:n x!.78 c:n (4 in. X 4 in, XO. 70
in.) Slope ofR!'o'la:ting 􀁆􀁾􀀠30'10 base . Are., of E:l<:h R¢llectirtg 􀁓􀁾􀀠21.0 sq. em (3.25 sq. in.) B. Material The ,hoil ,hall b¢ mold«! ofmettlyl me'J\al:ry!ato conforming 10
ASTM D788 Gr!1&: 3. Filler shall b¢ • po<l.inJ! compound l!elC<;'.ed for 􀁾􀀮rosili.:ncc, and .adhesion 6dcquatc to pass physical requirements as outlincll:<:!ow. " . C. Surfo« Thln
lUlt=pered glass shall be bonded m the prismatic retroretlective fa= tQ provide UI ememely hard duroblc illrmsiOll rcsislOnt ,urliIc<:. The area cover«! by lbe gllW shall not be less
than 19.35 sq. em (3.00 sq, in.). The oule: 􀁾o(the .'!hell shall b¢ smoot!\ ex'"'!'! (or putpo= ofid.:ntification, The base o[\he nwi:.-:r ,hall be subotantially free from gloss and
subotances that may reduce it, bond 10 adhesive. OPTIC..\{.. REQ1;TRF.:o.fl11'TS 1, DEFllfiTIOl,,'S.'" Horizontal entrance angle shall mean the IUIglo in the horizontal pi.... betwee:l
the direetion o( lncide:lt !ish! and the noritial to the 􀁬􀁥􀁡􀁤􀁉􀁮􀁧􀁾􀀮􀀠of the marker. . . Obse1">'ation iUlgksball 􀁭􀁾!he llIlglc at the r.O""tor between the illumination axis
IIIld the 􀁯􀁾􀁁􀁴􀁩􀁯􀁮axis: Coefficient ofLuminous Intensity (cn.) shall mean the ratio of the luminous i.n=ity o(lbe retrore&.:tor in the direction of oOs<:"\'.uon to the iIlllllli.arulcc
at !he rctrorcOe:;tor on a plane !'efP<'lldloular to the dire<:tiOll of the lncide:lt light. For llll!IX=, ClL is ex?resscl in milliCJll1delas per ineld.:nt lux (mcdJbc). 1M equival<:ut
En&Iisb. tenn i$ Specific lDhmsity ($1) exp!1e:!Sed in candles per foot ."mlle (cdllt c). ]. OPTiC.l. Pfi.ilFO/I.\I,4NCII A. Cocffiei<nt ,,[Luminous Intensity (Specific Intensity) For...,h
lot 􀁣􀁯􀁮􀀮􀁾􀁪􀁳􀁴􀁬􀁮􀁧􀀠o( 10,000 mark.,.. or !<ss, !lelect 20 =kc:rs at random for """ffie;",,! o(luminous .ip!e:l!ily oheok. Photomet.". in =rdance '.ith procedure lC. Coefficient
ofluminous in!ClSity of """I>. retrotefleeting SUIf""" ,ball be not 1... than sho'Wll in rable I wilon the inl:ident light is parallel to the bas<: o( the marlcers. Failure of more trisn
10% of the rctrorcfl""Ung roc", .hall be c:!!.use for rejection o(thelol. TABLE I COEmCIF.NT OF tuMJ:IOUS rl-o'TENSITY (SPECIF1C INTENSITY) lI.£QUllU':ME."'1'S 􀁾􀀧􀁵􀁩􀁯􀁯􀀠Hcri'!.ootoU
tntr.1.ncS 􀁃􀁾􀀧􀁬􀁥􀁴􀀧􀀡􀁩􀁣􀁩􀁥􀁮􀁴􀀠of't..um1.oous lnttnsity Sp«ilic !ntcmity .""1>1' 􀀬􀁾. mcdilu, OIlitt (&'l'-) (do!>"",) l\'hiU ¥cUtlW Rod Grec:l B!ut; Iliblte Y cHow Rod 0-..
au.. 01 o ')7' 167 70 93 23 3.0 U o.n 1.0 0.Z8 0.1 10 III 07 28 37 10 l.l 0.7 0.3 M 0.11 B. Abrosi(.lll Resi:rtance S.led at random lour 'ctrordla:tivo fa= previously 􀁲􀀮􀁡􀁾􀀬􀁾􀁾􀀠the
spo:ific intensity requir=!l!. P!Ju:e on "",I>. rctroroll«tiv< r""".1 5 +1·0.1 em (1.0 +/. 0.2 in.) diam<"'" pad orNo. 3 ='"stc:l wool confonni.ns to Federal Speciticotion Fl'·W.] S25A.
Apply • load 0(22.7 +1· Q,lkg (50 +1· 0.5 lb!.) ond rub the entire;;urtlu:e 100 􀁴􀁩􀁭􀁥􀁾􀀬􀀠PhOIOIll<!c.' Ul 􀁾􀁏􀀢􀀡􀀧􀁕􀁬􀀼􀀡􀀺􀀠'>lith procedure 2C. Failure shall constitute loss
in ",!lex of greo.tet than lS% oforigin;ll val..,. The failure or m"'< Qld" one retro,"Il¢;'ive f= sh.1U 1:<: c.o= for rejc:tion of the lot (Note: On two 􀁾􀁯􀁬􀁯􀁲􀀺􀁭􀁩􀁴􀀺􀀡􀀠!he
red 1= may no! he 􀀬􀁯􀁶􀀢􀀬􀀮􀁾􀀠with 􀁾􀀡􀀢􀀭􀀼􀀻􀀮􀀼􀀠and if,,,, sn,mlJ nOt 1:<: 􀀺􀀬􀁢􀁲􀀮􀁾􀁊􀀮􀀩􀀠.,,<',''". ,..: :.< . Continued .. 
􀀨􀁾MUELLER BRASS CO. PORTHURON,MICHIGAN48060 Date _________ Contractor _____________Customer Street 􀁎􀁯􀁾􀀠____􀁾____--___ Address ______________ City & State ______ -_____ Contract
No. Order No. Job Description Attention ______________ Location PRODUCT SPECIFICATIONS CERTIFICATION OF CONFORMANCE Mueller Brass products are manufactured in conformance to the latest
revisions of the following recognized industry standards. o WRO, COPPER AND COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS -To ANSI B16.22. o CAST COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS
-To ANSI B16.18. o CAST COPPER ALLOY FITTINGS FOR FLARED COPPER TUBES -To ANSI B16.26. f STREAMLINE COPPER WATER TU8E -TYPES K. L & M -To ASTM B88 and WWT-799. o REFRIGERATION FLARE-TYPE
FITTINGS-To SAEJ513, and Military Standards MS-16993. MS-35867 thru M5--35873 inclusive, MS-35919 and MS-35926. o STREAMLINE COPPER REFRIGERATION SERVICE TUBE -To ASTM 8280, and WWT-77S.
o STREAMLINE NITROGENIZED ACR HARD DRAWN COPPER TUBE -To ASTM 888 -Type L, in accordance with ASTM B280. o OXYGEN SERVICE TUBE -To ASTM 888, Types K and L -hard drawn lengths only -in
accordance to CDA cleanliness specifications and NFPA 56F, Seamless Copper Tube cleaned for Oxygen Gas Service. o WROT COPPER AND COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS -DWV -To
ANSI B16.29. o CAST COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS DWV -To ANSI 816.23. o STREAMLINE COPPER DRAINAGE TU8E -DWV -To ASTM B306. o COPPER PIPE -To ASTM B42. o REO BRASS PIPE
-To ASTM B43 -Can be supplied in hard temper. Yours truly. MUELLER BRASS CO. By 
,enes 007 W'. 2", 007DCDA 2" ?ouble 􀁣􀁨􀁥􀁣􀁫􀁶􀁡􀁬􀁾􀀠assemblies Backflow preventers designed to protect potable water supplies in accordance with national plumbing codes for non-health
hazatd cross connections and continuous pressure applications. PrOvides protection against back siphonage and backpressure backflow. Specifications • All sizes supplied with resilient
seated shutoffs • Sizes: l1' -I" (15-25 mm) have tee handle shutoffs. , 1'I," -2" (.32-50 mm) have lever handle shutoffs. • For supply pressures up to 175 psi (j2.1 bars). • Water temperature:
sizes Yz" -2" (13-50 mm) from 33°F to IBO'F (.55'C to Bl'C). F{ow Charts see page 37, 38. Di17lensionslVVgts_ Features • Line sized construction for reduced fouling o Replaceable seats
and sea! discs 007M3QT%" o No screws in the watelWay for reliable operation • captured splings for safety o Top entry. single cover for access ease o Top mounted les! cocks to simplify
testing For additional information. ""iuest ES-007. For WltlsBox Enclosures, ""iuesl ES-ES-WB and ES-WB-T. Options add Suffix: PC -with Internal polymer coating 5 -with bronze sttainer
L1' -without shutoff valves LH -with locking handle ball valves (open position) SH -with stainless steel ball valve handles U .. union connections HC -with fire hydrant connectIons (female
hose swivel X male NST) add Prefix: 5S -with 316 stainless steel backllow preventer and ball valve shutoffs, Size (DI'I) In. mm in. M mm In. 1'1 mm 'N,in. mm B \0\ 15 * 20 1 25 1114
32 1\0\ 40 2 50 2*3¥t.6 3% 4'l\, 4% 50/" 70 81 95 113 124 151 2V. 2% 3 3\1 4 5 57 70 76 89 102 127 10 254 10 254 12 305 20 50822* 57B 2B 711 STRAINER DIMENSIONS •Dlmens,ons ""iuired
for screen removal. P Weight Model No§ Order Size (01'1) A e C D in. mm In. mm in. mm in. mm in. mm Ibs. kg. 007QT 62131 --4111 2.0111 15 10 250 3% 79 2% 60 % 19 --5 2,3007M3QT 62020
% 20 1114 282 4 100 3% 79 􀁾􀀠22 007M1QT 62306 13V. 337 5).1 130 31<& 98 1% 321 25 --12 5.4 007M2QT 62681 1% 32 16% 416 5 127 3Y! 89 1111 38 --23 10.4 007M2QT 62436 -27 12.2 007M1QT
.........-62427 lY! 40 , 16% 425 5 127 3111 89 lY! 38 19111 495 6% 159 3% 95 2\1 64 --25% 11,7 007QT-S 62132 2 50 -5Y! 2.5Y! 15 10 250 6 150 2% 60 % 19 --6% 3,1007M3QT·S 62021 % 20 llVe
282 6J.i 156 3J.i 79 % 22 --14 6,5007M1QT-S 62308 1 25 1314 337 W-197 3',oi 98 W. 32 007M2QT-S 62450 160/, 416 7 178 3111 89 111 38 --26 11.71'A 32 --3511 16.0007M2QT-S 62616 1111 40
160/4 425 7 178 3\1 89 1\1 38 00-' "QT-S 62428 19111 495 8lIi 222 30/4 95 2\1 64 --33\1 15.2 'Ol )AOSY:j: 62665 2 50 2 50 35Va 892 11 279 12% 311 2V. 57 i ! 12\14 311 97 44 ,§-Contacl
your local Watts Agent or call Cuslomer Service (978) 689·6060 for olher models ond order numbers or re(er to PL·WR. For Union Models refer to ES·OO7. * . mode/!; come with CFMIGPM melers.
For GPM codes see price list. 'B dimension is from Ihe lowesl parl of the valve (the unmachined relief port) to the highest part of the gate/ball valve shUloff. watts regulator. backflow
products division 
Pilimbin & Heatin Valves tIammond plumbing and heating valves are designed for the end user. To the wholesalers, engineers and con.ractors this means you are buying, specifying and installing
valves that have become the mainstay in the plumbing-heating-cooling industry. Every valve made by Hammond sees service before it goes into the jobbecause 1t passes rigorous quality
checks before it leaves the factory. , GATE VALVES Features Features • 125WSP·2OQ • 125 WSP· 200 WOG (to 3,53'F) 􀁗􀁏􀁇􀀨􀁴􀁯􀁾􀀳􀀧􀁆􀀩􀀠Rating Rating <I BranzeBody " BroauBody " Threaded
Ends " SolderEnds " Tb.ruded BoMtt " Threaded Bonnet 􀁾􀀠 " Non-Rising Stem 􀁍􀁁􀁄􀂣􀁉􀁈􀁮􀀱􀁅􀁕􀁾􀀠" 􀁎􀁭􀁾􀁉􀁬􀁉􀀮􀁳􀁩􀀮􀁮􀀦Stem " SolJd Wedge: " Solid Wedge • Intqral Seat • IntqralSut
• _Handwhecl • _lfmdwbecl " stu! 114" tbru 3" " S1u:s 311l' thru 3" . 667 . 668 Features Features • 200 WOG Rating • 200 WOO lUlllng " BrassBody " BrassBody " ThreadtdEnds " Solder Ends
" Threaded Bonnet " Thread«! Bonnet " Non.R1sing Stem • N...·RJsiug Stem • Solid Wedge Wedge • SoUd Wedf!<! • IntqralSut • IntqralSu' " IronHandwbed " Sizes 114" thru 4" • Iron Handwbecl
" Sizes 3/8'" thru 3" 667-20 668-20 Features Features Features Features ·200 WOG Rating ·2ooWOG Rating • 150WOG Rating • 150WOG Rating " Dr2inable Br8$$ Body " DnlnabJe Brass Body "
BrsssBody " 􀁾􀁡􀁤􀁥􀁤􀁅􀁮􀁤􀁳􀀠" BrassBody " SolderEnds • Threaded Ends " Solder End$ " ThreadedBormel " Threaded Donntl • Threaded Bonnet " 'I'hnadedBcmnet " Non.RJslng Stem " Nco-RisIng
SUm • Noo.RJsiug S_ • N....RIsIng S_ • Solid Wedf!<! " SaUd Wedge • SolldWedge • Integral Sut • Solid Wedf!<! Intqral Seat .. Integral Seal " Iron Handwhed • InlqralSeat " JronHandwheeJ
" Iron Handwhed " Iron Handwbee.l • Sizes Il4" thru 4" SileS J12tf 1hru 2" • Sizes 1/21' thru • Sizes 112" thru 1" Qua'lity Since 1911 27401 10192 12 HAMMONDVALVE 
RYCON, INC. MARSH LANE WATER LINE REPLACEMENT ADDISON, TEXAS , 􀁾􀀯􀀠) 1 
TABLE OF CONTENTS I. PIPE-C909 PVC ULTRA BLUE PVC WATER PIPE ll. PIPE-SDR-26 PIPE IlL GATE VALVES IV. FIRE HYDRANTS V. VALVE BOXES VI. D. L FITTINGS VIL METER BOXES vm. TAPPING SLEEVE
IX. BRASS-CORP. STOP, CURB STOP, COUPLING, SADDLES X. CASING SPACERS XL COMBINATION AIR VALVE XU. MISC.-FLANGE BOLT & GASKET SET, POLYWRAP, DETECTABLE TAPE, MEGALUGS, HYDRANT MARKERS,
COPPER TUBING, DOUBLE DETECTOR CHECK VALVE, BRASS VALVE 2 
I. PIPE-C909 ULTRA BLUE PVC WATER PIPE 3 
6ponor Uponor ETI Company Ultra-Blue ClOD Molecularly Oriented for HighStrength and SuperiorPerformance Intra-Blue ClOD AWWA C909 Class 150PVCMolecularly Oriented J.>resJure Pipe witlJ.
CastIron 0.Do5 Non-Col"["oding Ductile Iron Pipe O.D.s No transition gaskets or special fittings required Larger I.D. than Ductile Iron Or Conventional PVC Superior flow capacity and
less head loss Lighter Weight than Ductile Iron Or Conventional PVC 43% lighter man C900-DR-lS, safer and easier to handle. lower installed cost and more foolage installed per day Higher
Impact Strength Four limes regular PVC and no linings to crack or flake off Greater Cyclic and Hoop Strength Higher Design Basis Compared to Conventional PVC Pipe HDB of7100 psi versus
4000 psi Superior Notch Resistance Resists splitting and crack propagation Pipe will not split from end to end One of the Safest and Easiest Pressure Pipes to Tap Go with the flow...
Go "(Jltra-Blue ClOD 
i 1 odllction •Ultra-Blue PVCO Pressure Pipe manufactured by Uponor ETl combines innovative engineering design with years of experience in PVC pipe manufacturing. The result is a higher
performance, lighter weight, more cost effective pressure pipe for potable water and force main systems. PVCO stands for Molecular Oriented Poly(Vinyl Chloride) (PVC). The process of
molecular orientation has long been used to strengthen many materials. Ultra-Blue is manufactured by a process that reorients the molecules of conventionally extruded PVCpipe. The pipe,
approximately half the diameter and twice the wall thickness of the finished Ultra-Blue product, is placed inside a mold sized to the proper outside diameter of the finished product.
The temperature of the pipe is raised to the appropriate level for expansion and internal pressure is applied. This internal pressure 􀁣􀁡􀁵􀁾􀁥􀁳􀀠the pipe to uniformly expand to the
inside dimensions of the mold. The mold is designed so that during the process, the bell and gasket groove are also formed, producing a high quality bell. During the pipe expansion process,
the molecular orientation is changed and the physical properties of the finished pipe product are established. Improvements in design and physical properties include: • Greater Hoop
Strength • Lighter Weight , • Greater IInpact Strength • Larger Inside Diallleter • Enhanced Cyclic Fatigue Resistance • Greater Flow Capacity Ultra-Blue meets alI the requirements of
AWWA C909 Class 150 psi with a 2.5 to 1 safety factor. Manufactured with ductile iron pipe diameters, coventional ductile iron fittings can be used without the need for transition gaskets.
Features Greater Hoop Strength Stress Regression Line The unique material structure of Ultra-Blue gives it a As shown above, by orienting conventionally extruded PVC burst strength gr:eatly
in excess of conventional pipe, actual pressure capability is dramatically increased. PVC 􀁾􀁲􀁥􀁳􀁳􀁵􀁲􀁥􀀠pipe with the same wall thickness. Long terr. 'drostatic pressure tests show
Ultra-Blue has a Hydrostatic Design Basis (HDB) of 7100 psi. Conventional PVC pressure pipe has an HDB of 4000 psi. With equivalent safety factors, the wall thickness of Ultra-Blue can
be reduced to approximately half that of conventional PVC pipe and still maintain the sume pressure rating. Lighter Weight Ultra-Blue is lighter weight than ductile iron and conventional
PVC pipe. The table below compares the weight of Ultra-Blue, ductile iron and conventional PVC pipe. The difference results in easier handling and installation. AWWA C909 -Class 150
psi Non-Corrosive Ultra-Blue, because it is non-metallic. will not corrode. 􀀮􀁾􀀢􀀭Nominal SDR18Approx. DI Approx. UBApprox. : Pipe Size Wght. (lbsJlt) Wghl (lbsJlt) Wght. (lbsJlt)
, --:;0 (1' 5.12 1650 2.80 􀁾􀀸􀀢􀀠8.89 22.00 4.82 10" 13.47 28.25 I 7.70 12" 19.00 36.25 10.45 J-reater Impact Strength mpact tests per ASTM D2444 demonstrate Ultra-Blue's uperior impact
resistance when compared to conventional 'vc pressure pipe. Ultra-Blue has an impact strength three o four times greater than conventional PVC pipe of the same lass. , ( I· I I 'I 
o conventional PVc. Consequently, when Ultra-Blue is manufactured with a CI O. D., larger I. D.s result, and cross sectional areas are increased by approximately 9%. Because it h<lS
the same smooth interior (C=150) as all PVC pressure pipes, and is supplied in the same 20 foot laying lengths, Ultra-Blue will supply approximately 9% greater flow capacity over ductile
iron and conventional PVC pipes of the same pressure rating, DRIS -C.I.O.D. Ductile Iron' rntra-Blue C.I.O.D. _ir NetJ.mNominal PSlRa1ing O.D. wan r.D.O.D. Wall I.D. O.D. Pipe Size @73°F
Nom. Thickness Nom.Nom. Thickness Nom. Nom. 􀁾􀁾􀀠,..-tj" 150 6.90 "1[Is 6.025 6.90 0.209 6.486.9Il 0.383 6.134 9.05 0.18 8.175--8" 150 9.05 0.274 8.509.05 0.503 8.044 10" 150 11.10
0.18 10.205 11.10 0.336 10.4311.10 0.617 9.866 , 13.20 0.20 12.26512" 150 13.20 0.400 12.4013.20 0.733 11.734! -SaSta (In PC JSS ducliu iron 􀁰􀁩􀁰􀁾􀀮􀀠if􀁬􀁨􀁩􀁣􀁫􀁮􀁾􀁳􀁳􀀠classes
􀁲􀁵􀁾􀀠used, wail thiiknmu incN!f1re and J.D. 􀁤􀂫􀁲􀁾􀁬􀁬􀁓􀀶􀀠I1ccardingly ••BfJ#d Ott 􀁐􀁃􀁊􀀵􀀰􀁤􀁤􀁵􀁣􀁲􀁩􀀯􀁾􀀠iron pipe (per AW'WA CISI and M41) and subject to 101enmcet ."Including
cement ml1rtar titlittg Installation Performance Enhanced Cyclic Fatigue Resistance Abrupt pressure changes in a pipe line contribute to cyclic stresses and expansion and contraction
of the pipe. 􀁕􀁬􀁴􀁲􀁡􀁾􀁂􀁬􀁵􀁥􀀧􀁳􀀠oriented configuration contributes to exceptional cyclic fatigue resistance, which is much greater than conventional PVC pipe. Ultra-Blue allows
four times the number of cycles 10 􀁦􀁯􀁩􀁬􀁵􀁲􀁥􀀮􀁲􀀭􀀺􀀺􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀻􀀽􀀺􀀺􀀺􀀺􀀻􀀻􀁾􀁾􀀽􀀺􀀻􀀺􀀺􀀺􀀽􀀽􀁾compared to conventional PVC pipe. •1􀁢􀀽􀀽􀀬􀁾􀀧􀀡􀀡􀀡􀀢􀀢􀀧􀀭􀂷􀀭􀂷􀂷-''-..
􀁾􀀠Larger Inside Diameter Equals Superior Flow Capacity 􀁕􀁨􀁲􀁡􀁾􀁂􀁬􀁵􀁥􀀧􀁳􀀠high hoop strength results in equal pressure ratings. while being 􀀻􀁲􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁾􀀠!i
F""'''---·'''-.•--·---''........ I I ,\;.-----;;;I--;---+-..----i. lighter weight than ductile iron or The Sealing System The retained gasket is a combined lip and compression seal,
which is locked inside the bell groove. Making the seal an integral part of the pipe eliminates many of [he' disadvantages of separate sealing rings. The seat is positioned in the bell
by the pipe manufacturer. The unique design. with the reinforcing plastic element, is a One piece seai, which bolds the sealing ring securely in position during rranspon and pipe assembly.
Backfilling and Testing Backfilling should be done immediately after installing each length ofpipe. Backfill that will lay adjacent 10 the pipe should contain no large rocks or hard
clods. Tamp around and under the pipe to insure adequate soil sup· port. Pipe may be tested ill any time after installation. Prior to testing, make sure the line is properly thrust bJocked
and all air bas been evacuated. Do not ex.ceed the max.imum water pressure rating of the pipe, Fittings Ultra·Blue has ductile iron (OI) outside diameters (0. D.). making standard PVC
gasketed fittings compatible. (Note: solvent weld PVC fittings cunnot be used.) Ductile iron iron or iron mechanical joint tittings and iron pusb on type fittings can be 􀁩􀁾􀁾􀀮􀁾􀁾􀀮􀁾􀁾􀁾􀀠dirtedy
onto Ultra-Blue. using tbe SI M.l. gasket made for cast iwn or iron pipe, Joint Restraint Devices Any joint IT:Stnilnt d\...􀁶􀁫􀀱􀀬􀀮􀁾􀀠mat am cI;lmmonty used with standard PVC C'Jn
be used wilh Ullnl-Blut!. Joint Assembly Ultra-Blue wiH arrive on the jobsite with the gasket installed, ready for assembly. Assemble as follows; J. Inspect the ben and remOve any foreign
matter such as mud, sand or ice, 2. qean off the spigot end of the pipe and APplv lubricant to the spigot end, covering the beveled nose and s_ealing surface all the way to the stop
mark, 3. Place the beveled end in the comp:mion bell and provide str.:.tight alignment. 4. Push the pipe straight home with a bar.nd blocl: unlil the stop mark on the spigot end is even
with the endof the bell. 5. After assembly to the stop made. the joint may be deflected axially up to 2 degrees. 􀁾􀀠1. Do not assemble the joint by swinging or stabbing, 2, Ultra-Blue can not be
solvent welded. Tapping U1tra·Blue is one of the easiest and safest pipes to tlp. U1tra·Blue may be tapped with the same tlpping ,addles used on conventional C900 PVC pipe. The service
damps or saddles used should: a) provide full support around the circumference of the pipe. b) provide a bearing area of suffidmt witllh along the :.lxi!'i of tht! pipe. 
-_._..... . ....... "-'-"---'-"--" 􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀠Standards & Listings mira-Blue (pVCQ) pipe shall be manufactured in accordance with the following standards: • AWWA
C909 _ AWWA Standard for Molecular Oriented Poly(Vtnyl Chloride) (PVCO) Pressure Pipe, 4"-12", for Waler Distribution ASTM D1784 _ Spcdlication for Rigid Poly(Vinyl Chloride) (PVC) Compounds
and Chlorinated Poly(Vinyl Chloride) (CPVC) Compoullds, ASTM D3139 _Spcdlication for Joims for Plastic Pressure Pipes Using Flexible Elastomeric Seals UNI-B-l _ Recommcndcd Specification
for Thermoplastic Pipe Joints -Pressure and Non-Pressure Applications ANSI/NSF STANI)i\IW NO. 61 -Drinking Water System Components Health Effects UL STANDARD 1285 -Pipe and Couplings,
Poly(Vinyl Chloride) (pVC) for Underground Fire Service FM CLASS #1612 -Approval Standard Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings for Underground Fire Protection Service
Pipe Dimensions & Weights"􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠:r: i lor"'-<--1-[ 􀁾􀁶􀁾􀀠Min. WnIJNominal Nominal NominalStopNominal Bell Approx. Appro..
IPSI ClllssNominal Thickness (t)BarreIO.D. Barrel I.D. Mark(v)*O.D. Wgbt.lJ:&IR. Wgbt. LbsJJntl(IP73° ItPipe Size in. (mm) in. (mm)in. (mm) in. (m",)in. (mm)(mm) 6.90 (175) .209 (5.31)
6.48 (165) 5.75 (146)8.40 (213) 2.8 56.0ISO(152) .274 (6.96) 8.50 (216) 6.50 (165)9.05 (230)10.75 (273) 4.8 96.01511v8 (203) 11.10 (282) .336 (8.53) 10.43 (265) 7.25 (184)13.23 (336)
7.7 154.0Isn10 (254) .400 (10_16)13.20 (335) 12.40 (315) 7.75 (197)15.48 (393) 10.05 210.0ISO12 (305) *plus or rrnnus lr-" Warranty All products sold arc suhjcct to the following warranty:
Uponor ETI (ETI) wan'ants for a period of one year from date of delivery to the original purchaser, that the product is free from defects in matcrials and workmanship. ETI mnkes no other
warranty of any kind, express or implied. in fact or in law, including withOUllill,i[;]lion. the wa.rra.nty of merchantability or the warranty of fimess for a particular purpose, other
than the limited warranty set li,rlh above. Every chum under thIS warranty shall be deemed waived, unless in writing and received by ETI within thirty 1.10) days of the date the defect
to which each claim relates is discovered, or should have been discovered. Limitation of Liability It is expressly unde",tlltxl and agreed that the limit of ETI's liability shal! be
at ETI's sale option, repair or resupply of a like quantity of nondei'<'Ctive product. and that ETI shall have no such liability except where the damage results solely from breach of
ElTs warranty. !t is also agreed that ETI shall not be liable for any incidental, consequential. or other damages for any alleged negligence, hreach of warranty, strict liability, or
any other theory, other than the limited liability set forth above. The physical (or chemical) properties of ETl products represent typical average values obtained in accordance with
accepted test methods, and are suhject to normal manufacturing variations. They are supplied as a technical technical service and are subject to chunge without {1(like. @oponor Plants
Uponor Ell CompanyMissouri 800-341-0053 1700 Broadway, Suite 1710 fax 573-474-1760 Customer Sl'l'Vit"C Centers Denver, CO 80290 West Virginia 800-624-3111 ....../Missouri 800-341-0053
303-893-11O!fax 304-472-0742fax 573-474-1760 Fax -303-893-4140 Texas 936-760-2888 West Virninia 8011.624-3111.. www.uPQnoreti.comfax 936-760-1357 rax .10-1-472·0742 
􀁾􀁾􀀠',",' :, ..... . ,' .": II. PIPE-SDR-26 PIPE 4 
US-//;=fr USF DISTRIBUTION 4333 IIMNG 8tVD.,75247 TElEPHONE 214-631-9410 P.O. SOX 569250 FAe<..lMl1E 􀀲􀀱􀀢􀂷􀀹􀀰􀀮􀀵􀁾􀀷􀀶􀁂􀀠DALlAS, lX 7535&9250 CERTIFICATION OF CONFORMANCE THIS
CERTIFIES THAT THE FOLLOWING MATERIAL(S): 2" THRU 12" CLASS 160 SDR26 PVC WATER PIPE AS FURNISHED BY U.S. FIL TERJDISTRIBUTION GROUP TO: PURCHASER: I PROJECT: Marsh Lane Wtt. Line Beplaeement
n .-yean, ne. Addison, Texas MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION(S): ASTM 02241-POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR-PR) PVC NSF-PW -NATIONAL SANITATION FOUNDATION
ASTM D1784-(COMPOUNDS) CERTIFICATIONS FORWARDED: SUBSCRIBED, AND SWORN TO U,S. FIL TER/DISTRIBUTION GROUP BEFORE ME THIS DAY OF 􀀭􀀮􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁨􀁾􀁾􀀠MARY LINDSEY 􀁲􀀻􀀫􀁜􀁾􀀠NOTARY
PUBLIC 􀁾􀁜􀁬􀀡􀀡􀀯􀀺􀁐􀀠State of Texas 􀀢􀀺􀁾􀁏􀁦􀁾􀀠Com",. Exp. 01-2&-2004 
m. GATE VALVES 5 
-.............. -􀁾 ---------. MUELLEI{® 2360 SERIES™ RESILIENT WEDGE IMuellet Ca.\ 10A.1􀀢􀁾􀁾􀁾􀁉􀁬􀁬􀁾GATE VALVE REV.3·97 " MUELLER· 2·112"·12" Resilient Wedge Gate Valva Features
o TWO ANTI -FRIC!10N o TRIPLE O-lUNG SEALS WASHERS -polymer wash"" two above the trust coilar; ene belew. Uppermost(one above and ene below the serves llS dirt seal. Retain lubrication
on thrust collar thrust coilar) funhor reduce and isolate tt from waterway and outside 􀁣􀁯􀁮􀁴􀁡􀁭􀁪􀁯􀁡􀁾operating torque in both the tion. Top two can be replaced with val vc fully
openopening imd closing directions. l.tod under pressure. o STEM -machined from forged manganese bronze bat stock fur strengthwhere it il> needed most, at the thrust collar, o WEDGE
--ca..t iron, fully encapsulated in molded rubber complying with ASTM 02000. o MUELLER'" PRo-GARDTM FUSION EPOXY eOATING-of nomina16 mils protects aU interior and exterior exposed iron
surfaces nnd complies fully witb AWWA 550 and i. senified '" NSF 61. o MANUFACTURED AND TESTED -in oompliance with ANSI/AWWA C509 StilI1dard llI1d is cardfied to ANSI/NSF 61. MllI1ufnctured
at facility with [SO 900 1 cenificntion and UL 262, FM 1I20/l130. OBI-DIRECTIONAL FLOW o FLAT BOrrOM SURFACES allow all 2360 series valves (0 .!'itlnd upright tor C:lSC of handling and
srorage. 0250 PSIG MAXIMUM WORKING PRESSURE-hydrostalicnlly tesled at 500 psig. Surpasses ANSI/AWWA 􀁃􀀵􀀰􀀹􀁳􀁾􀁳􀁢􀁹􀀲􀀵􀀥􀀨􀁕􀁾􀀲􀁯􀁯􀀠psig working pressure, 400 psig . hydrostatic
pressure). o EXTENDED WEDGE GUlDESmolded as pnn of the wedge, fit into guide channels in the valve body llnd maintain optimum wedge alignment 􀁾􀀠with the stem throughout the wedll"'s
trnvcl. preventing the disc from tii.... ing downstream during operation. o GUIDE CAP BEARlNGS protective guide: QP 􀁢􀁥􀁡􀁲􀁬􀁮􀁾􀀠made of a polymer benring material snap over each
rubber encapsulated guide on the wedge, providing a bearinginrenace between the wedJe guideSand the OOdy's inrerior gUIde . channels, protecting betll from wear, . even after thousands
of cycles under severe pressure and flow conditions. o SMOOTH, OVERSIZED FLOW WAY -all Mueller 2360 selies flW. Valves have duD, round, uoobstructcd ,flow way which accommodates fullsized
shell cutters without interference and which provides superior flow characteristics. o TEN YEAR UMITED WARRANTY -(see separateMuellcrWaJr.ll!ty document for terms). MUELLER" 14"·24"
Resilient Wedge Gate Valve Features o DUC!1LE IRON BODY & BONNET-· with un interior and exterior ¢xposed surfaces protccted by fusion epoxy cooring. o FUSION EPOXY eOATINGprotects all
interior and exterior exposedlrtln surfaces. Complies fully with AWWA C550. o NON-RISING STEM -mo:de of stainless seeel. o SOFT 􀁓􀁅􀀮􀁾TED WEDGE --made of Ductile Iron wtlh EPDM elwaomer
seal. o FLAT BOrrOM SURFACES allow .11 2360 series v.lves to 'rand uprighTfor ease of handling and storage. o DOUBLE O-RING SEALS -above thru5it coUar area. o EYEBOLTS -for gro.terconvenience
during handling. o 250 PSIG MAXIMUM WORKING PRESSIJRE-500 pslg (3447 kPal slatic test pressure. o TEN YEAR LIMITED WARRANTY -(sec separntcMueller Warranty document for terms). o SMOOTH,
OVERSIZED FLOW WAY -all Mueller 2360 series R W Valves have a full. round, smooth. unobstructed. oversized flow waywhich accommodates full·sized ,hel! cutter.; without interference and
which provide.<; superior flow charneteristics. 
IMueller Ca.1 􀀴􀀱􀁾􀁾􀀱􀀲􀁮􀁍􀁕􀁅􀁌􀁌􀁅􀁒􀂮􀀠A-2360RESILlENTJIVEDGE 􀂷􀀻􀁴􀀻􀁩􀁾􀀻􀁾􀁉􀁏􀁾􀀶􀀠... ". : GATE VALVES WITH M.J.x FLENDS ·.:C,EV.4-99 ] <-.wog numberA-2360-16 mechanical
joint x flanged ends (with mechanical joint unassembled accessories) A-2360-19 mechanical joint x flanged ends (less mechanical joint accessories) ] Sizes-4", 6'" 8".10",12'1 ] Meets
or exceeds all applicable requirements of ANSUAWWA C509 Standard and is certified to ANSUNSF 61 ] Flanged end dimensions and drilling comply with ANSI B16.1, class 125 ] Mechanical joint
end complies with ANSUAWWA Cll1 Standard ] lron body with nominal 10 mils MUELLER® Pro-Gard1M Fusion Epoxy Coated interior and exterior surfaces ] Epoxy coating meets or exceeds all
applicable requirements of . ANSUAWWAC550 Standard and is certified to ANSIINSF 61 ] lron wedge, symmetrical & fuily encapsulated with molded rubber; no exposed iron J Non-rising stem
(NRS) J Triple O-ring seal stuffing box (2 upper & 1 lower O-rings) ] 2" square wrench nut (optional handwhee1 availab1e)--<lpen left or open right 􀁍􀁊􀀮􀁾􀁯􀁲􀁩􀁥􀁳J 4"-12" sizes-250
psig (1723 kPa) maximum working pressure, 'hipped urmssembled 500 psig (3447 kPa) stlItic test pressure J UL Listed, FM Approved -200 psig (1379 kPa) -A-2360-16 Jptions lee pages 10.68
and 10.69 for more information on Resilient Wedge Gate Valve options ] Position indicators 0 Stainless steel fasteners: Type 304, '!ype 316 J ASTM B98-C661 OOIH04 stem 0 Handwheel !esilient
wedge gate valve parts Catalog Description IMaterial Material standard ?art No. ::;·16 Bonnel Boits &: NUls ICorbon Steel ASTM A307 Grade B. Zinc PI.ted ::;-41 Sl\lffing Box Bolts &
Nurs :CMbon Steel ASTM A307 Grade B. Zinc Plated 3-49 Stem 0 ·rings (3) iRubber .ASTMD2000 j-200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B. Zinc PI.,.d ::;·201 Stuffing Box
Seal Rubber ASTM D21lOO 3·202 Wrench Nut Cast fr(ln ASTM AI26CLB ::;-203 Stem Bronze ASTMBI38 􀁊􀁾􀀲􀀰􀀴􀀠:Hand Wheel (oot shown) Cast Iron ASTM A125 CL.B 􀁊􀁾􀀲􀀰􀀵􀀠Stem Nut Bronze
ASTMB52 􀁊􀁾􀀲􀁾􀀠Guide CaD Bearines Celcon J.207 Swmng Box Cast iron ASTM A )26 CL.B 3-20& Anti-friction Wn.sbers (2) Celcon 3-209 iWedge• I Rubber EnctlllSl.lillted Cast Iron· ASTM
A126CLB J-11' 'Bonner Casr Iron ASTM A126 CLB J-21 t IBonnet O·ring Rubber ASTM D2DOO 3-212·... Bodv CZ1St Iron ASTM A126 CL.B Fully .:-ncilpsulated in molded rubber with no iron exposed
, Previo\ls [0 1999 􀁲􀀮􀁨􀁥􀀳􀁥􀁾on 4--Ir valves were 􀁤􀁥􀁳􀁩􀁾􀁮􀁥􀁤􀀠wilh:! gnskellnsle:ldof;m Q..ring .'Jnd im :tdditit'mAi bollS. Confirm the type of seal when onknng:l n:pJ;)Ccmem
g:t5W Of Q..ring. I I ..... ..,....,.,..., .."" 0-'" G-111)"""'" G·I, 􀁾􀁾􀀠0-'''""'" G-2i:t"" tfJ)􀀬􀀮􀁾􀀬􀀧􀀠..". 0-",. 
411 .1211 MUELLER® A·2360 RESILIENT WEDGE .[Mueller Ca.1 10.7GATE VALVE DIMENSIONS· M.J. x FL ENDS REV. 4-99r o A YY--i,1 Dimensions Dimension' 1 Nominal size 4" 6' X S' A 14.19 18.00
' '21.50 r!7-. 2.50 2.50 2.50 M 4.90 7.00 9.15 N 9.12 11.12 13.37 o{number and size ofhples for Ml) 4-7/8" 6-7/8· 6-7/8" FF 4.30 6..30 8.30 00 (bolt cin::le diamcler for MJ) 1.50 9.50
11.75 TI' 9.00 11.00 13.50 UU (bolt circle diameter for 􀁆􀁾􀀩􀀠7.50 9.50 11.75 yy 9.50 11.00 12,00􀁾􀀮􀁾􀀭. FFF (number and size afholes for FL.) 8..3/4" a-71l!" 8---7/8" Turns to aoen
14 20.5 :26.5 Weise:ht115 168 1275 110" 112" 25.50 1 28.62 12.50 2.50 : It.20 i 13.30 i 15.62 /17.88 LS--7111" 8-7111' 􀀭􀁾􀀠110.30 . Q1Q. 14.00 16.25 116.00 19.00 : 14.25 117.00 113.88
􀀮􀀭􀀭􀁾.. 114M ,... 12---1" 􀁾􀀭􀀭􀀭... 33 :2 I" ..􀁾􀀠38.5 400 570 􀁾􀀬􀀠• AJi dimensions .are in inches. AU weights include tlccessories and are in ::IpproxUnlite pounds.:J 
·:1· 􀀭􀀭􀁾􀁾􀀧􀀮􀁾􀀠10A.6 IMuellerCa.1 MUELLEW A-2360 RESILIENT weDGE 4 A__􀁾􀁕􀁏􀁟􀀠GATE VALVES WITH M.J. x M.J. ENDS L 􀁾.................................. o Catalog numberA·23!1O-20
Mechanical joint ends (with mechanical join! unassembled accessories) A·2360-23 Mechanical joint ends (less mechanical joint accessories) o 􀁓􀁩􀁺􀁥􀁳􀀭􀁾􀀲􀀢􀀬􀀠3", 4". 6", 8", 10",12"
o Meets or exceeds all applicable requirements of ANST/AWWA C509Standard o Srandani mechanical joint ends comply with ANSl/AWWA Clil o Iron body witlt nominal 10 mils MUELLER'" Pro·GardTM
Fusion Epoxy Coated interior and exterior 􀁳􀁵􀁲􀁦􀁡􀁣􀁥􀁾􀀠 , 0 Epoxy coating meets or exceeds all applicable reqUirements of . ANSI/A WWA C550 Standard and is certified to ANSl/NSF
61 o Iron wedge, symmetrical & fully encapsulated witlt molded rubber; nO expo:red iron o Non·rising stem (NRS) o Triple G-ring seal srufliog box (2 upper & I lower G-rings) w. accessorieso
2" square wrench nut (optional hnodwheel avalJable)-open left or shipped_open rigbl o 2"·12" .izes-250 psig (1723 kPa) maximum worlting pressure, 500 psig (3447 \(Fa) Sialic test pressure
r Options See pages 1 a.54 and 10.55 tor more InformaUon on Resilient Wedge Gate Valve options o Position indicators 0 􀁓􀁴􀁡􀁩􀁮􀁬􀁥􀁾􀁳􀀠steel fasteners: Type 304, Type 316 o ASTM
B98-C66100/H04 stem 0 Hmdwheel A-236Q-20 Resilient wedge gate valve parts CSialog Description Material Material standard Part No. 0·'6 Bonnet Bolts & Nuts Co!Wn S""I : ASTM A307 Orn<le
a Zill<: PI=! 0-<1 Stuffing Box BO[(11 & Nut!> Carbon Steel :ASTM A307 Grode B. Zinc PI:a:rcd 0-19 Stt:rn Q -rinKS (3) Rubber iASTM 02000. 0·200 WrenclJ Nut Cap Serew Carbon Steel ASTM
A307 (imde B. Zinc PI:ned 0·201 Stutrl!'lt Box Seal R,bbet AS,!¥.02000 0·202 Wrench Nut Costlroo ASTM AI.26 a..B 0·203 Sl<rn iaronu: 'ASTMBI38 0·21)4 Hand Wheel (not shown) , Cast Iron
i ASTM A126 CL.B 0-20.5 Stem Nut Bronze IASTMB62 0·2!l6 Onkl<: Cap BominllS Ceteon 0·207 ,SlUffinR Box Cl:>t iron ASTM AI26 a..a 0-208 Ami·friction Washers (2) Cck:oo !!0-209 Wedge.
:Cast Cast Iron· ASTM AI26 a..a 􀁾􀀰􀀧􀀲􀁉􀁮􀀠Rubber.J!nettoswoted Bonnet Cast Iron ASTM AI26 CLB 􀁾􀁣􀀺􀀠"II} !Bonner Gru;kct Rubber ASTMDZOOO ..II , , Body Cost Iron ASTM AI26 a.,B
I SEE PAGE 10.59 FOR ORDERING INSTRUCTIONS 
.-............. -􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀠 MLiELLEW A-2360 RESI LI ENT WEDGE IMueller co.11 OA.7GATE VALVE DIMENSIONS -MJ. x MJ. ENOS'",a>M__"a. 4-95 o A t 00 DImensIons Dimension' Nominal size
2" 13" 4" Is" :r 8" X 10" 1211 I A 9.88 12.38 14.L9 18.00 21.50 25.50 28.62 K 8.50 9.00 10.00 L1.50 12.50 14.75 14.8f1.. L 2.50 2.50 2.50 2.50 2.50 250 250.. M 2.75 4.06 4.90 7.00 9.15
11.20 Il.lO -.. ... N 4.62 '7.5.Q 9.IL. 11.12 . Il.l7 15.62 􀀱􀀷􀀮􀁾􀀸􀀠o (number und size of hole.";) 4-7/8 4-7/8 4-7/8 6-7/8. 6-7/8 8-7/8 .... 8-7/8 .DO l.50 4.00 5.00 .. _. 650 7.50
9.75 9.88.. FF 2.30 l.lO 4.l0 6.l0 8.30 lO.30 12.30 . ... 00 (boll circle diameter) 5.00 6.19 7.50 950 11.75 14.00 16.25... . Tums 10 open 8 " 14 205 26.5 II l8.5.. Weight'" 40 8l 120
186 280 416 546 "All dimen5ions an: in inches. All weighl" include ac.cessurie.'i ilIld are in 3ppruximalC pounds. 
"', .•.. ;". IV. FIRE HYDRANTS 6 
-,...... ,,-MliELLER® SliPERCENTURION® IMueller Ca.1 9.1􀀮􀁴􀀬􀁾􀁾􀀢􀀧􀀴􀁾FIRE HYDRANT REV•..,. MUELLER SUPER CENTURION 􀀲􀀵􀀰􀁾􀀠3-Way Fire Hydrant Features o HOLD·DOWN NUT-with integral
wenther seal. Design discourages unauthorized removalo ANTI-IIRICTION WASHER-of the hold-down nut or bronze operating nut. Resilient wiper seal berween hold-down nu. andhelps assure
easy turning operation operating nUl preventS water entry to protect operating nut from freezing. Wiper Seal material isfor the life of me hydront. re:;:l.sroot to 􀁵􀁬􀁴􀁲􀁡􀁾􀁶􀁩􀁯􀁬􀁥􀁴􀀠rt:ry
deterioration. O-nng seal provides second level ofprotection. " o OIL FILLER PLUGpelJlliis quicl< check ofoil o MEETS OR EXCEEDSlevel. Lets you add oil all applicable requirements of
without removing bonner.. ANSUAWWA C502 Slm_ and UL 246 lind FM 1510 o OIL RESERVOIR O-RING SRALS􀁳􀁰􀁾􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀀤􀀮􀀠seal oil in. water out. o STAINLESSTEEL SAFETY STEM COUPLING-o
O-RING SEALS AT BONNET,pulls free ifhydrant is hit by n vehicle GROUND, AND SHOE FLANGES-preventing damage fO me stem ll1Id main for betler le:lk resistlnce, easier vnlve, Coupling will
not break into pieces maintenance. that could drop into lower barrel and valve operation. Top of' lower Stem is below the top ofthe lower barrel so thaI a o SEALED OIL RESERVOIR-O-ringtire
cannot depress the stem and open (he sealed to prevent leakage. Providesmain valve. Repair is easy and eoonomieal. positive lubrication of stem threads and bearing surfaces eacb lime
the hydrant is o SAFETY 􀁆􀁌􀁁􀁎􀁇􀁆􀁾breaks cl.."ly to help operated. Filled al the ""'tory.pr.:vent barrel stronS enough 10 withstllltd Allows economical repair. o I<1JLL FLOW OPENlNGSsection.
rotation or 􀁣􀁾􀁾􀁾􀀺􀁾􀁾􀀬􀀻􀀺􀀺􀀧􀁦􀁦􀀮􀀠large radius hose and pumper openingswilhout digging or" produce low friction loss. o BRONZEUPPERVALVEPLATE··o FIELD REPLACEABLE HOSE AND
conical. design for smooth flow. PUMPER NOZZLES-O·ring liCaIed. Threaded in plnce and reEained by stainless steel locks. Nozzles are easily replaced.o DRAIN VALVE FACINGSspeciolly designed,
long·Ufe '<icings provide effectivc seaJing. o ELECTRO-GALVANIZED BOLTS AND NUTS-providc corrosion protection. o DUCTILE IRON CAP NUTretains main valve. Se<:tlS against cap NON-KINKING
􀁃􀁈􀁁􀁾􀀢􀁓􀂭nut: gnsket to prevent corrosion 􀁨􀁥􀁡􀁶􀁹􀁾􀁤􀁵􀁴􀁹􀀠chain.'i art securely attnched to thrends. Locked in place by a sminle.<i!t the hydrant. Special chain loop permitssteel
lock washer. free turning of the cap. o BRONZE SEAT R1NG-threaded into drain ring and ()..ring sealed. Seat ring iso 250 PSIG-3-wny hydrrutt: euiiy removed or tnstn11ed from above250
""ig (1723 kPa) m""imum ground, Eaeh lime main valve is opened orworlting pressure. 500 psig (3447 kPa) dosed. double dtain valves 􀁦􀁵􀁲􀁣􀁥􀁾􀁦􀀱􀁵􀁳􀁨􀀠both dr.:tin valve openings
to keep them open for effective bOlTel droinage. Bronz:edrnin valves are integral parts ofmain valve assembly. o SHOE DESIGNED FOR MAXIMUM FLOW AND EASY CONNECTION-with its smooth tt:msitional
contours, extended neck arid imegral llfUt-rollltion pnds. allowing use of o REVERSIBLE, COMPRESSION·TYPE standard tee-head bolts. The inside of the shoe is MAIN VALVE(p.tent Pending)
.covered with MUELLER HI"" Epo.y Coating. Thi< closes with pressure for positive seal. Ihermosecting epox.y 􀁦􀁯􀁲􀁭􀁾􀀠a tough. Rubber material 􀁢􀁵􀀮􀁾􀀠long service: life. yet corrosion-resistant
lmrrier 10 Chemicals. physic:11 is reversible providing 11 􀁣􀁯􀁮􀁶􀁾􀁮􀁩􀁣􀁮􀁴􀀠spare impuct llnd electrical currents. in phlce. 
1.4 􀀭􀀭􀀮􀀭􀀭􀀮􀁾􀀠MUELLER® SUPER CENTURION® I.-FIRE HYDRANT-Super Centurion 2S1J1" 3-way catalog numbers (approved to UL 262, FM 1120/1130, ANSI/A WW A CS02 Stantiards)A-4214-112"
main valve opening three way (two hose nozzles and one pumper nozzle) 􀁾􀀠A-423 5-1/4" main valve opening three way (two hose nozzles and one pumper nozzle) Super Centurion 201Jl"2-way
catalog numbers (approved to ANSI/A WW A CS02 Standards)A-420 4-112" main valve opening two way (two hose nozzles) A-422 5-1/4" main valve operung two way (two hose nozzles) A-42S 5-114",
main valve opening two way (two pumper nozzles) Super Centurion 200™ I-way catalog number (approved to ANSI/A WW A CS02 Standards)A-424 4-112" main valve opening one way (one pumper
nozzle) 10 year limited warranty on material and workmanship MeetS,a11 applicablepans of ANSlJA WW A C502 Standard . PoSt type dry barrel design Dry top design with O-ring sealed oil
reservoir Traffic feature with slllinless steel safety stem coupling Compression-type main valve closes with pressure for positive seal; itis made of rubber and is conveniently reversible
providing a spare for long service life (Patent Pending) Operating nut available in wide variety of shapes and sizes---open left or rigbt , Field replaceable hose and pumper nozzles
i Hose and pumper nozzles have large radius, full flow openings for low friction loss I Contoured shoe is 􀁤􀁾􀁩􀁧􀁮􀁥􀁤􀀠for full flow i Dn 'Pnze drain valves provide effective barrel
drainage I 250l'sig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure for 3-way hydrants; 200 psig (1379 kPa) maximum working pressure, 400 psig (2758 kPa)static
test pressure for2-way and I-way hydrants '7)'... , " -limensions BUry· l' Ii" (OMm1 mlnlmutm klnget by S" 􀁜􀀱􀁾􀀠mmJ 1nttMJ.. Meehanical joint-standard and 1).150 􀁎􀁯􀁮􀁾􀁦􀁏􀁴􀀺􀁵􀁩􀁮􀁧􀀠bolt
de$ignno (001 need on back side -.:::::re+tt-of bolt for easier installation Front view detail of Mechanical ioint (Standard only) Vertical Flange' ·4" Vertical sboellvailnble for A420
A420 and A-42! 􀁨􀁹􀁤􀁲􀀮􀁭􀁾􀀮􀀠) 
--............ MUELLER® SUPER CENTURION® IMueller Ca.) 9.5􀁁􀁴􀁊􀁰􀀮􀀬􀁾􀁕􀁕􀁾FIRE HYDRANT PARTS MUELLER Super Centurion Fire Hydrant Parts Cat. Description I Material ,Matsrlal slandard
part# '1':[,A"-4"9,-,,,Co,,,_=-,,vol,,-',,e,,p,,,<,,,,..,,,o,,",,--_ •. ____•_____-\'c:"'."""',ro,,o"--j' ASTM Ai26 Q..S ! 􀁲􀁁􀁾􀀮􀀿􀁬􀁏􀁾􀁓􀁾􀁾􀁾􀁾____-----_----______􀁾􀁄􀀽􀀧􀁾􀀢􀁾􀀧􀁲􀁯􀁾􀁮􀀭􀀭􀁾
􀁁􀁾􀁓􀁔􀁍􀁾􀁾􀁁􀁾􀀱􀀲􀁾􀀶􀁾􀁡􀁌􀁾􀁂􀀭􀀭􀀭􀁩􀁬􀀠􀁲􀁁􀀺􀀭􀀧􀀺􀀺􀀸􀀧􀁾􀁈􀀬􀀺􀀬􀀺􀁯􀀢􀀬􀁬􀁤􀀬􀀬􀁾􀁯􀁷􀁮􀀠nut •__•___􀁾___-r.:D"'m7""'-'tt •• _-l"A..SThI"""'B"'5B4"'-__-'I, 􀁾􀁟);leather
seal , ... 􀁾􀀢􀀠_, _______1'",,',,""'='_-t"AS1'M=""D2000""""-__-'i' 􀁁􀀬􀁾1 10.5 IYl. !!ydf'Hnilu/)ric:1I1nl; oil {!'lor $110""111 I: • Pre-1m IMtI.:l$ mlly be 􀁵􀁰􀁾IQ 􀁕􀁾lhe reversible
m2in lrurVlo1 by abu repJ.'l(:ing lite luwcr vnlvc pl:m: wtln the 1m Ill(ldel. SEE PAGE 9.26 FOR ORDERING INSTRUCTIONS 
V. VALJIE BOXES, ) 7 
􀁾􀁡􀁲􀁾􀁰􀁥􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Subsidiary of Tyler Corporation CAST IRON VALVE BOXES, TWO.PIECE Accommodates 4# Through
12" Valves S 'I. ·l.ch Shafts. Screw· Type 6850 Series BOll Complota Extension. TQP Section. w/Lld Bottom "'Pl&C1n lhtm In Inch"" WI.􀁾􀁾__􀁾􀁾_______􀁬􀁾􀁡􀁾􀀬􀀹􀁾􀁴􀁾􀁨__􀁾􀁗􀁾􀀬􀁾􀀮________􀀭􀀽􀁬�
�􀁾􀀮􀁾􀁧􀁬􀁾􀁨__􀁾􀁗􀀧􀁾􀀮______􀁐􀁾􀀮􀁾􀀬􀁾􀁐􀁫􀁾􀁧􀁾􀀮____----_.. 461·S 19-22 60 10 35 15 25 462·5 27·32 70 10 35 24 35 562-5 27-37 SO 16 45 24 35 20 -563·5 33-43 85 16 45 30 40 20
564-5 . 39·50 90 16 45 36 45 20 662-5 36·52 105 26 65 30 40 20 664.$ 39-60 110 26 65 36 45 20 666-5 51-71 135 26 65 "48 70 20 668-$ 62·82 145 26 65 "60 80 20 "Tylor may ship looso pillXf"
if packaging dolays your ordcrr ·-May be turnished in two piece!!' strewed logemer 10 make the lengfh roquired. 5'/. DROP tiD IVarroble Skirtl J Depths Skirt Wt. 'I, 13 1 13 2 13 for
spedal application compononts. s.,.pages 8·10. LIDS ARE MARKED "WATER" OR "GAS" i Unless specified otherwise. • 'Water" will be shipped.! I 􀁉􀁾􀀠+,􀀧􀁾􀀧' 􀀬􀁾􀀬-:-( .,r--• , ! •' ,
' ,' I !I , ,W ! ,, ,,..J J ., , « OJ ! , i-,,0:: ,, ,« ,, I> ,/( ...._._., , !I:' . ,6Y2 ; , ! !,􀁬􀁾􀁳􀀠; , "ll--a----l I I . ··.. IO/4·----l BOTTOM 􀁾􀀵􀀳􀀱􀀴􀁊􀀠 􀀧􀁲􀁾􀀭􀀧􀀠􀁾􀀺,
􀁾􀀬􀀠I 􀀧􀁾􀀻􀀭􀀬􀀮􀀬􀀮􀀮􀀺􀀠II.: : '4 i I. ' . , , ! , ! I,, !,,, 58 AND 59 EXTENSION Height Item lrtcroos. , -g;r>-, =-5'1. LOCK LID Wt. 18 60 EXTENSION . Height WI. jtum Ilter_,.:,."
Wf. 58 14 25 60 24 35 59 18 30 Thes. sJ(htrt.ions also, fit SoOrl•• &1160 th,.....pl.... vol.,o bOX9'BOX COMPLETE TOP 6·2 Tyler Pipe/Utilities. Division. P.O. Sox 2027 Tyler. Texos 75710"
(903) 882-5511 • fAX (903r 882-7043 9-10-92t 
....􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀽􀀠,", ,ft -'. " ',;". VI. D. I. FITTINGS 8 
• • • • 0 . MECHANICAL JOINT SSB-DUCTILE IRON CLASS 350 FITTINGS Sample Spedlication 3" through 16" Mechanical Joint Ductile Iron Finings sholl be produced in slTid accordance with all
applicable terms and provisions of ANS/AWWA CI53/A21.53 and ANSI! AWWACll1/A21.l118'thru24" diameters shall be manufacturer', slandards with wall thickness equivalent to do" 56 ductile
iron pipe. The working pressure rating shall be 350 PSt Joint Dimensions in Inches Sla A Dltt. B C􀁄􀁴􀁡􀁾􀀠3 .34 4.5 4 20 2.00 3.62 4 .35 5.0 4.5 26 2.49 4.81 6 .37 6.5 6 48 3.50 7.25
8 .39 7.5 7 68 4.00 8.M 10 .41 9.5 9 107 5.01 10.88 12 .43 10.5 10 141 5.98 13.25 14 .51 12.0 11.5 220 5.50 12.06 16 .52 13.0 12.5 264 5.98 13.25 IB .59 15.5 14.0 410 7.5 14.5 20 .60
17.0 15.5 505 B.O 16.88 24 .62 20.0 18.5 695 9.0 18.12 475 9.0 37.69 460 9.0 76.12 457 􀀧􀁈􀁾􀁉􀀧􀀠thru 24(1 not induded in AWWA e153 as of AtJgust. 1992 16 22 38 59 81 111 164 202 289
348 Tyler PI... Subsidiary of .,.􀁾􀀠Tyler Corporation 􀁾􀁉􀀠BoltM S T XO!Q. .59 .62 .38 .34 .60 .75 .41 .35 .63 .BB .43 .37 .66 1.00 .45 .39 .70 1.00 .47 .41 .73 1.00 .49 .43 .79 1.25
.56 .51 .85 1.31 .57 .52 1.00 1.38 .68 .59 1.02 I.M .69 .60 1.02 1.56 .75 .62 􀀲􀀲􀁾􀀬􀂷􀀠Bands (1/10) 5·609 1.50 4.98 15 1.25 7.62 15 1.82 6.66 21 1.55 10.7 20 2.59 10.5 37 l.Bl 13.26
33 2.85 11.8 51 2.06 15.8 48 3.35 14.35 67 2.32 18.36 61 3.86 16.9 80 2.56 20.9 79 3.93 17.25 148 2.59 21.25 131 3.98 17.5 179 2.62 21.5 159 7.5 30.19 292 7.5 60.94 292 8.5 35.19 364
8.5 71.07 377 Sb:. No. \'. 't.x3 4 '/. 􀀢􀀯􀁾􀀠x 3Y2 4 % \'. x 3% 6 '/. 􀀧􀁫􀁸􀀳􀁾􀀠6 'I. 'i'.x3l\ 8 '/. %" 3'b 8 '4 lI'kx4 ,10 'I. 'AX4 12 0/, x 4 12'"'!. 0/. x.4 14 􀁾􀀬􀀠􀁾􀀠􀀩􀀨􀂷􀁈􀁾􀀠16
"" 􀁜􀁾􀀮􀀠--I i ar! 􀀱􀀱􀁾􀂷􀀠(1/32) 5·611 nOlo. FOld. 4.94 4.06 6.62 4.90 B.12 7.00 10.27 9.15 12.34 11.20 I4.M· 13.30 16.54 15.M 18.64 17.54 20.74 19.64 22.84 21.14 27.04 25.94 J
Dla. K,Dia. 6.19 7.62 7.50 9.06 9.50 11.06 11.75 13.31 14.00 15.62 16.25 17.88 18.75 20.31 21.00 22.56 23.25 24.83 25.50 27.08 30.00 31.58 45· Bands(1/8) 5·605 􀁋􀀬􀁄􀁦􀁡􀁾􀀠7.69 9.12
IL12 13.37 15.62 17.88 20.25 22.50 24.75 27.00 31.50 3 3.96 4 4.80 6 6.90 8 9.05 10 11.10 12 13.20 14 15.30 16 17.40 18 19.50 20 21.60 24 25.80 BENDS 2.50 2.50 2.50 2.50 2.50 2.50 3.50
3.50 3.50 3.50 3.50 4.B4 5.92 8.02 10.17 12.22 14.32 16.40 18.50 20.60 22.70 26.90 9·10·92 Tyler Pipa/Ulililies OJ...􀁩􀁾􀁪􀁯􀁮􀀠• P.O, 130)( 2027. Tyler, Texas 7571 O. (9031882-5511
• FAX t903) 882·7043 5·19 r 90· Bends (1/4) 5·600 􀀭􀀭􀀮􀀭􀁾􀀠Six:. Dlmonslonl Wei9.hh Dlm.n.lan_ Wolghts-Dhnol1llonl Wolght. Dlm.n.to". w.rlJhfl T A A A A 
, ..' 􀁾􀀢􀁰􀁥􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭...􀁾Subsidiary of MECHANICAL JOINT SSB.DUCTILE IRON .,---Tyler Corporation. CLASS 350 FlnlNGS GLANDS
90· MJ x "Dngellend (1/4)BENDS 􀁾􀀭IP5·600 F 􀁾􀁟..?Im.n.loft' W.'eb'l ... W.llhrs-=D;::lm::.:.;;nll::::.::::n.:....,_;::.WO.:.:'..:9h:::b:......._......::D.::;'􀀽􀀢􀀮􀀺􀀺􀀻􀀧􀀮􀀺􀀺􀀻􀁮􀀮􀀻􀀻􀀮􀀮􀀮􀀮
􀀮􀀭􀀺􀀭􀁟􀁗􀀺􀀮􀀺􀀮􀁯􀁉􀀺􀀺􀀹􀀢􀀧􀁨􀀺􀀮􀀻􀀺􀀧􀀮􀁾􀁟􀀭􀀽􀁏􀀺􀀧􀁭􀀮􀁮􀁳􀁦􀁯􀁮􀀮􀀠__T__􀁾􀁁__􀁹􀁾􀁾􀁒􀁾_____􀁾􀁁􀁾􀁟􀁙􀁾􀁾􀀮_____􀀭􀁏􀁁􀀺􀁟􀁾􀁹􀁟􀁾•._____􀁾􀁁􀁾􀀠y R --I---F 3 .01 6 8
10 12 14 16 r A F• .34 4.5 4 5.5 .35 5.0 .01.5 6.5 .37 6.5 6 B.O .3' 7.5 7 9.0 .41 9.5 9 11.0 .43 10.5 10 12.0 .51 12.0 11.5 14.0 .52 13.0 12.5 15.0 20 26 4B 68 107 141 227 280 T .37
Glands 5-690 51%• Wel,ht· .... WeI.ht3 4 6 8 10 3 .01 6 8 10 12 14 16 18 20 12 16 20 25 31 24 39 ·18ij tltrtJ 2,411 !'lot included in AWWA C153 a, of August, 1992 90· Swivel X MJ Hydrant
Ell 5·698 Oeminsions ABC 0 E F ER .:>' 10.5 15.5 7.10 11.2 6.90 8,026.0:.-85 r---j A q. q. I r I )!l A I,/........",,"""""''''''1L_ ..._ _. 􀁾􀀢􀀧􀀭􀀭􀀮􀀢􀀠____ )' C---y -.. -J 6 􀁾􀁷􀁩􀁲􀁨􀀠glands
90· MJ X PE Bend (1/4) *5·603 3 .34 4.5 10.0 4.'0 20 4 .35 5.0 10.5 4.5 25 6 .37 6.5 12.0 6.0 45 8 .39 7.5 13.0 1.0 65 10 .41 9.5 15.0 9.0 109 12 .43 10.5 16.0 10.0 135 14.51 12.020.0
11.5 220 16 .52 13.0 21.0 12.5 254 18 .59 15.5 23.5 14.0 405 45· MJ x PE Send (1/81 2.2l1." MJ x PE Bend (1/16) llY.· MJ x PE !lend (1132) '5·607 '5·610 *5·612 2.0 7.5 2.5 8.0 3.5 9.0
4.0 9.5 5.0 10.5 6.0 11.5 5.513.5 6.0 14.0 6.0 15.5 3.62 16 1.50 7.00 4.98 16 1.25 6.75 7.62 16 4.81 22 1.82 1.32 6.66 20 1.55 1.05 10.70 19 7.25 37 2.58 8.0B 10.50 35 LBO 1.30 13.26
32 8.44 56 2.84 8.34 11.80 49 2.05 1.55 16.80 . 46 I0.88:.....::8:::3__􀀮􀀮􀀺􀀺􀀳􀁾􀀮􀀳􀀺􀀺􀀵􀀭􀀭􀀽􀀸􀀺􀀮􀀺􀀺􀀮􀀸􀀺􀀻􀀵􀁾􀀱􀀴􀀺􀀮􀀺􀀺􀀮􀀳􀀺􀀺􀀵􀁾􀀮􀀺􀀺􀀶􀀺􀀺􀀺􀀮􀀶__..::2:::.3:-1_..:7.:;.B:,.:I_l;,;8
c;;.3:.:6--".6O 13.25 108 3.86 9.36 16.<)0 79 2.56 8.06 20.<)0 18 12.06 165 3.93 11.93 17.25 152 2.5910.5921.25 133 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 14.50 290 7.50
15.50 30.19 290 7.50 15.5 60.94 288 ...,::.20:...;,.60"'-.:.:11"'.O;...::2c;;5.:.:0_';..:5.;,;.5:.....46=5__..;7"'.5:....;1.::.:6."S._1;...6"".8.:.8-.;,34..;0:....._...:.;8."'50:...;.1..;6.:.:50:....
;35.:..:.:,I''-.:.345:..:.-__8:.:.:..S.0 16.5 11.01 360 24 .62 20.0 2B.O 18.5 710 9.0 17.0 lB.12 460 9.00 17.00 37.69 445 9.00 '7.0 76.12 ... •18" thru 24" nut included in A'WWA C153
(IS of August, 1992 5·20 Tylor Pipe/Utilities Division· P.O. Sox 2Q27· Tyler, Tex0175710· {903j8S2-5S11 • FAX {9031 882·7043 9·10·92 
MECHANICAL JOINT SSB·DUCTILE IRON CLASS 350 FITTINGS TEES ""􀁔􀁯􀁾􀁐􀀠ITo i!>'" J. I 􀁾J_+-__, f.-HT"T"'"HL'+' t} T Tyler Pipe Subsidiary 01 P'􀁾􀀠Tyler Corporation .--1 , CROSS; i ir:::,
􀀱􀁬􀁉􀁔􀁾􀀮􀀺􀀠' "! J> I--r , To-l ..,. "'" -,-H,I--H -+ i1 I ,To '1 I;"j 1"'J, i "" +-4-:'-'Ii H-"":1\ l' : 'T, , 􀁍􀁊􀁔􀁑􀁾􀀠MJ x Swlv..1􀁔􀁾.. Cross 5·620 5-625 5·631 Size 6 .37
.37 8.3 .39 .34 8x4 􀀮􀁾􀀠􀁾􀀠8x6 .39 .37 8 .39 .39 W.lght, $·423 5-626t 5-63. 26 29 3" 3a 38 42 43 54 5" 60 10.5 60 64 77 72 67 68 71 72 81 11.5 80 83 89 94 11.5 90 9" 116 108 81 89
93 107 113 106 115 129 131 130 144 106 115 114 120 128 129 146 149 140 174 181 198 214 205 211 210 227 231 244 255 276 269 302 344 213 248 250 260 264 287 286 312 310 348 363 374 410
11nclud., )wMtI glond 9·10·92 Tyler PipelUtilitie:. Division. P.O. Box 2027. Tyler, 􀁔􀁥􀁸􀁯􀁾􀀠75710· {9Q3) a82-551 i • fAX (903) 882·7043 5·21 
• • 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀢􀀧􀀭􀁾􀀭􀀢􀀧􀁾􀀭􀀼􀁾􀁾􀀵􀁾􀀠",-',';: TylerPipe. Subsidiary of ".􀁾􀀠Tyler Corporation 􀁾􀁉􀀠􀀢􀀢􀁾􀀭􀀧􀀠L :rl---i MECHANICAL JOINT SSB·DUCTILE
IRON CLASS 350 FITTINGS f---y , A WYES *S-628 Slza Olmantlonl A. y T 3 2.0 8.S .34 4x3 1.0 9.0 .35 4 2.S 9.5 .35 6,,4 1.5 11.0 .37 6 3.0 13.0 .37 1x4 0.5 13.0 .39 8x6 2,0 14.5 .39 8
3.5 16.0 .39 • 10x4 0 15.0 .41 IOx6 1.0 1&.0 .41 10x8 2.S 17.0 .41 10 ' 3.5 19.0 .41 12x4 0 16.5 .43 REDUCERS @T T, 􀁾􀀠T t " , , I ' 1 t. . MJxMJ MJSEB MJLEB . 5·635 5·636 5·637 $1%.
Dlm.ntlen. .-635 '·636 ....,. '·631T l' l L l L 5·634 5·636 .·637 Waigh.. 4x3 .35 .34 4. 9.5 9.5 IS.0 18 17 18 14 l' 6,,3 .37 .34 5. 10.5 10.5 16.0 21 21 21 18 .34 36 6x4 .37 .35 4.
9.5 9.5 15.0 27 26 ,22 22 .34 40 8x4 •39 .35 5 • 10.5 10.5 16.0 36 34 29 30 ".35 45 8x6 .39 .37 4. 9.5 9.5 15.0 ':'40 37 "32 31 .35 67 10x4 .41 .35 7. 12.5 12.5 18.0 : •.' 47 46 ,d40
40 .37 93 IOx6 .41 .37 5. 10.5 10.5 16.0 i': 47 48 '·;"42 42 .35 93 10x8 .41 .39 4. 9.5 9.5 15.0 54 52 52 􀀺􀁬􀁾􀀵􀀠M .37 113 12.4 .43 .35 9. 14.5 14.5 20.0 67 61 :52 54 .39 136 12,,6
.43 .37 7. 12.S 12.5 18.0 67 58 ;53 56 ,35 118 12x8 ,43 .39 5. 10.5 10.5 16.0 64 62 55 58 .37 136 12.10 . 43 .41 4 • 9.5 9.5 15.0 78 62 57 60 .39 170 14x6 .51 .44 9 . 17.0 14.5 22.5
lOa 107 112 109 .41 199 14x8 .51 .45 7. 15.0 11.5 2O.S 104 107 108 101 .35 150 14xl0 .51 .46 5. 13.0 10.5 18.5 100 102 100 96 I '. ..L I +.f PE" PE 5·638 W.lghff 5_ 12,,6 1.5 18.5 .43
.37 la6 14x12 .51 • 47 4 . 12.0 9.5 17.5 100 101 100 85 12x8 1.5 18.5 .43 .39 188 16x6 .52 .45 11. 19.0 16.5 24.5 136 132 1M 128 12,,10 3.0 20.0 .43 .41 223 16"S .52 • 46 9 • 17.0 14.5
22.5 132 128 136 112 12 4.5 n.5 .A3 .43 272 16.10 ,52 .47 7. 15.0 12.5 20.5 128 124 128 123 14x6 0 19.5 •51 .44 256 16x12 .52 .48 5 • 13.0 10.5 18.5 125 123 1119 113 14xS 1.5 21.0 .51
.45 286 ;13816.14 .52 .51 4. 12.0 12.0 20.0 140 139 133 1'1,,10 3.0 22.5 .51 .46 322 18,,8 .59 .45 14. 22.0 19.5 27.S 194 190 ,195 170 14x12 4.5 24.0 .51 .47 387 18xl0 .59 .47 12. 20.0
17.5 25.5 196 ISO i185 175 14 6.0 25.0 .51 .51 465 18xl1 .59 .49 10. 18.0 15.5 23.5 185 170 :190 181 16x6 0 21.0 .52 .45 300 18x14 .59 .56 8. 16.0 16.0 24.0 190 181 ,200 185 16,,8 0.5
22.5 .52 .46 327 18x16 .59 .57 7 • 15.0 15.0 23.0 196 180 188 16xl0 2.0 24.0 •52 .47 375 􀀱􀁾􀀹􀀰􀀠20xl0 .60 .47 14. 22.0 19.0 27.5 225 210 210 185 16x12 3.5 25.0 .52 .48 465 2Ox12 ,60
.49 12. 20.0 17.S 25.5 210 2011 210 195 16,,14 5.0 26.5 .52 .51 492 20:<14 . 60 .56 10 • 18.0 18.0 26.0 208 198 1205 195 16 6.5 28.0 .52 .52 575 20:<16 .60 .57 8. 16.0 16.0 24.0 225
215 ;222 212 24,,18 24xl0 24x12 24x14 24x16 .60 .62 .62 .6'1 .59 .49 .56 . 57 7. ... 16. 14. 12 . 15.0 ... 24.0 22.0 20.0 15.0 ... 21.5 22.0 20.0 23.0 ... 29.5 30.0 28.0 233 225 310
315 324 220 ... 300 325 319 "225 i ... ,210 335 310 210 ." m 310 304 24x18 24:<20 .62 .62 .59 .60 10. 8. lS.0 16.0 18.0 16.0 26.0 24.0 312 315 310 305 315 307 304 304 9·1(}92 "18'" furu
24:" nol included in AWWA (153 05 of August, 1992 Tyler Pipe/Utilities. Div;sien • PO, Box 2027. Tyler, 10xo$ 75710· (903} 882-551 \ • FAX (903) S62-70,43 ! , 5·23 
􀁾􀁾􀁰􀁥􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾.. Subsidiary of MECHANICAL JOINT SSB.DUCTILE IRON Tyler Corporotion PLUGS & CAPS "" 􀀳􀀧􀁾􀀱􀀲􀀢􀀠􀀱􀀴􀀧􀁾􀀲􀀴􀀢􀀠MJPlug
Solid 5·650 Tap15.652 $Ix. elm.nllona Weight. T Max. Top 5·650& 5-652 5-654& 5-655 3 .46 4 .46 6 .46 a .46 10 .56 12 .56 14 .62 16 .62 18 .65 20 .66 24 .68 3'!-12" 􀀱􀀴􀀯􀁾􀀲􀀴􀀢􀀠MJCop
Solid 5·654 Tapt5.655 3 6 7 4 10 10 4 18 17 4 26 25 4 36 35 4 46 44 4 85 79 4 '13 100 4 130 122 .. 153 202 4 202 214 "IS" thru 24" nol iru:lud.d in AWWA C153 •• 01 Aug.,t. 1992 TAPPED
TEE I f MJ Topped T .." 5·642 SID 01me",lcm, Weight. T L Max. Tllp " 3 .34 6 2\1, 19 .35 6 3 23 6 .37 6 4 37 8 .39 Ii 4 53 10 .41 6 4 71 12 .43 6 4 82 14 .51 6 A 127 16 .52 6 " 164 CLASS
350 FITTINGS SLEEVES J Tl I 1 -I • L .. t,,· . <", ',' [-.1f'M:"*"""'flI.. . . -11-1-1_1_ _ I i--L,---I Short Long 5-6445 5·644L 51%e Dlmendon. W<tlght. T t' l' 3 .34 7.5 12 ·13 21 4
.35 7.5 12 17 25 6 .37 7.5 12 28 39 8 .3'1 7.5 12 38 03 10 .41 7.5 12 49 64 12 .43 7.5 12 56 82 14 .56 9.5 15 111 141 16 .57 9.5 15 137 172 18 .68 9.5 15 200 20 .69 9.5 15 270 24 .75
9.5 15 370 ADAPTERS 􀁲􀁾􀀧􀁾􀀠I--L'j T MJxFE FExPE 5·658 5·661 lib. Dhnltn,lon. W.lght. T t' l' 5·658 5.661 3 .34 6 12 18 18 4 .35 6 12 24 24 6 .37 6 12 36 33 8 .39 6 12 52 .2 10 .41
6 12 67 69 12 .43 6 12 80 88 14 .51 6 12 127 127 16 .52 6 12 166 149 5·24 Tyler Pipe/Ulilitio:; Division' P.O. Sox 2027" Tyier. Tex•• 757l0' 1903)882·5511 • FAX (903) 882·7043 9-10·92

. , .......,.Tyler Pipe DUCTILE IRON AND GRAY IRON Subsidiary of ".􀁾􀀠FLANGED FITTINGS Tyler Corporation ..---1 .. REDUCING BASE BENDS "FLANGES 􀁾􀁑•'--0 -."J Flange for Sta.1 PI""
5·750 R""uclng Flange for St..1PIp" 5·752 􀁾􀁾􀀠s-l L-...-0 ----.: Ba,. Und.r So." Und.r 12" and Large. Blind Flang •.large ene! Small end 5·7n2 LE $·702SE Flange for CI Pip" 5·751 Blind
$b:. Dlm_nllon. WI. Reducing Flang .. for CI Pip" 5-753 Flange. 􀀵􀀭􀀷􀁾X 511:. O'lm_"I10rtl W•.4.3 5.5 6 .5 45 0 Q x V 5·750 􀁓􀂷􀀷􀁾􀀱􀀠5·75.016x4 7 7 .62 75 2 6 .62 I 4 48x4 8.38
9 .88 115 2t/i 7 .69 1.13 (, 78x6 8.38 9 .88 130 3 1.5 .75 1.8 1.19 7 7 810x6 9.75 9 .88 170 9 .94 1.89 1.31 12 12 1.4IOxB 9.75 9 .88 195 6" 11 1.00 2.1 1.56 17 17 2512x6 11.25 11 1
230 8 13.5 1.12 2.31 1.75 25 28 40 12x8 11.25 11 255 10 16 1.19 2.52 1.94 35 38 60 12xl0 11.25 11 285 12 19 1.25 2.73 2.19 55 58 80 \ 'No. included in AWWA ClIO I. 21 1.38 2.875 2.25
75 110 1(, 23.5 1.44 3.188 2.5 95 145 18 25 1.56 3.125 2.69 105 1'10.FLANGE AND FLARE 20 27.5 1.69 3.5 2.88 135 250 24 32 1.88 3.687 3.25 160 370 30 38.75 2.12 4.875 255 58PXI 36 46
2.38 3'10 880 NOTE: AI! frangel conform to AN51/AWWA C115/A21.IS·U3 5h:lndaro•• ,--L' I "TRUE WYE • FLANGE SLUDGE SHOE l-·-D---' Flange ane! Flare Pi.... • Flange and Flare 90° BIIJ"d
5·7665·765 Dlm.nllonl Wt. 511:. Dim_olio"" Wt. o X Y 5765 0 L 5766 , D i3 7.5 5.5 8.5 25 3 7.5 8 20 Flange Sludge Shoe4 9 6.5 9.5 40 4 9 8 30 True Wye 5.7686 11 8 12 70 6 11 8 40 5·767
8 13.5 9 13 no 8 13.5 10 70 Sin Oim..n,lon, Wt. II"" Dimeft.ion, Wt. $t.m Bronch., X Y y10 16 11 15 175 10 16 10 95 " X 12 12 16 245 12 19 12 155 4 6.5 3 50 3 5.75 12 6 25 14 21" I.
22 450 14 21 12 225 " 6 8 3.5 75 7 12 (, 35 16 23.5 15 23 545 16 23.5 16 330 6 "6 8 3.5 80 " 6 7.87 12 6 45 18 25 16.5 24.5 675 18 25 16 355 8 6 9 4.5 120 8 10.12 12 6 65 125 10 12.25
12 8520 27.5 18 26 860 20 27.5 18 460 8 8 9 4.5 6 12 15.25 12 6 12024 32 22 30 1195 24 32 18 635 "Not Inciud.d In AWWA Cll0. 'No. included in AWWA <:110 ANSI/AWWA Cll0/A2l.10. AN5I/AWWA
Cl11/A21.11 9·10·92 Tyler Pipe/Ulilitie, Divi,ion * P.O. 80x 2027' Tyler. 1""0' 75710 *19031882·5511 * fAX 19031882·7043 5·55 
VB. METER BOXES 9 
..,.... 1/548 Series Galvanized Meter Boxes with 24" dia. corrugated cans Part no. Height Weight ,1/548 A 18" " 80 1bs 1/548 B 24" 85 1bs 􀁾􀀠rr 548 C 30" 90 1bs ,i {} 548 0 36" 95 lbs
JI !rr 548 E 42" 100 1bs rr JI 548 F 48" , 105 1bs rr " 548 G 54" 110 1bs 1/548 H 60" 115 1bs II 55 Series Galvanized Meter Boxes with 28" dia. corrugated cans !WeightPart no. Height
x i 18" 125 1bs i•" 55 A i 125 lbs18"1/55 A1S I 125 1bs18"55 A2S•" i 130 1bs24"1/55 B ! JII 135 1bs I 1/55 0 30"rr 55 C 140 1bs 1/55 E 36" 145 1bs42" I 150 1bs I i # 55 AIS 18 gao can
-Dallas std 48"1/55 F 57 
vm. TAPPING SLEEVE 10 
l! > •• ... IMuelletCc.1• 􀁍􀁅􀁃􀁾􀁾􀁾􀁾􀁾􀁾􀁌JOINT 􀁔􀁁􀁐􀁐􀁉􀁎􀁇􀁾􀁾􀁾􀁾􀁅􀁾􀁾􀁩􀁾􀁾2 2 FOR CENTRIFUGAL C.I., 0.1., & PVC PIPE··· .....􀁾􀀯􀀬􀀠4-99-Catalog numberH-615 Mechanical Joint
Tapping Sleeve Sizes--4"-24" main and oudet (see chart below for available size combinations) Outlet flange dimensions and drilling comply with ANSI B16.1, class 125 and with MSS SP-60
. • Certified 10 ANSIINSF 6L i Iron body with 314" NIT test plug. : 4"-l2'; sizes---250 pslg (1723 kPal maximum working pressure. I 14" -24" sl=--150 psig (1034 kPal maximum working
pressure. H·615 ::')..',J .pping Sleeve pipe information lominal ize 01 main • 0,0. range of sleeve lnel! Imm !Class and type 01 pipe I End Gasket part .. -numbers " 4.74"-4.86" 120.5-123.3
Ca.u iron classes tOO. 1S0.200:md A 􀁾􀀠all cwses ductile iron -cast iron 0.0. PVC plastic pipe ,cl.a<;ses [SO and 200 195824 4.87"·5.32 J23.8-135.0 Cast iron classes 8. C. and D 􀁾􀀠A-C
clllSSes 100 and ISO 195653 " 6.84"·6.96" 173.8-176.7 ellSt iron cinsses 100. 150. 􀀲􀀰􀀰􀀺􀁾A·.:J.ll classes ductile iron -cast iron O.D. PVC pklstic pipe 􀁾􀀸􀀲􀀵􀀠classes 150 and
200 6.9T'-7.<O" 177.1·187.9 ens, lCO" clnsses B. e.:rnd D· A.t:: clns", 100 ",d ISO 􀁾􀀶􀀵􀀴􀀠.. 8.99-·9.11" 2'28.4-231.3 Co..st iron clo.sses 100. 150.200. A and B-all ciasses ductile:
iron -cnst iron O.D. PVC plastic pipeclasses 150 and :200 826 􀀹􀀮􀀱􀀲􀀢􀀧􀁾􀀹􀀮􀀶􀀲􀀢􀀠:231.7·244,2 Cast iron cl:lSses B. C. and 0 􀁾􀀠􀁁􀁾􀁃􀀠classes loo.:tnd 150 1195655 O· , 1.04"
·11.16" 230.5<!83A Cast iron c!:lSses 150.200,250. A and B ·o.ll clJ5ses ductile Iron· cast Iron O.D. PVC plastic pipe classes 150 nnd 200 194680 '" 􀁾􀀱􀀭􀁉􀀢􀀭􀀧􀀳􀀮􀀲􀀶􀀮􀀧􀀠333.9-336.7
COS( iron c!o.sses 150. 200.1.50, A ilnd B -illl classes ductile iron. cast iron O.D. PVC plastiC pipe classes ISO:u:Jd 200 194638 -I" .:::2"-15.35" :386.7-389.8 COS! iron classes 50,
100. 150. ::00. ")50. A ilnd 8 -illl classes duccilt: iron 195m 0·' 17.)2"·17.-15" 􀁩􀁾􀀴􀀨􀁬􀁏􀁾􀀮􀁷􀀮􀀳􀀮􀀱􀀠Cast iron classes 50. 100. 150.200.250. A and B • nil classes ductile iron
195128 S" 19.4.2"-1955" '493.-I--l.965 ICast iron ciosses 50. 100, 150.200.150. A and B -0111 classes ductile iron 195266 0" 11.52"·11.65" 546.7-5-19.8 ICost Iron closses 50, 100, 150.
2oo.1S0. A and B -aU classes ductile iron 1951:::9 -I" 25.72..􀁾􀀱􀀵􀀮􀁓􀀵􀀢􀀠653.-1-656.5 ICo.st iron c!o.sses SO. 100. 150. 2.00.1S0. A.md B -all clo.sses ductile iron 1195130 ":",:>'􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀁾􀀬􀁾􀁾􀀩 ,izes available lominal ;ize of nain iOutlet size 4" i6!! I IS" 110" 112" 114" 116" 118" 20" 124" I" ," \" 0" 2"-X IX ,X Ix X i,x IX ,x,x :. x IX ,X
,1, I' Ix Ix :. 1Ix --. -----· · · --1· · -· :--. -J J" 6" • jx Ix Ix x x Ix Ix Ix Ix x x I' Ix · I: I· I-" :0IX Ix Ix Ix Ix Ix Ix Ix Ix Ix Ix 1Ix Ix Ix Ix Ix Ix Ix Ix Ix 1Ix x 
.. 􀁾􀀮􀀭􀀭􀀭􀀭􀁾􀀠-.. . . 􀁾􀀮􀀬􀀠. ;. IX. BRASS-CORP. STOP, CURB STOP, COUPLING, SADDLES .'-," ." .' 11 
5.6 .[Mueller Ca.1 􀀱􀁾􀀱􀀯􀀲􀀢􀀠&2" MUELLER® 􀁏􀁒􀁉􀁾􀁃􀁏􀁒􀁐􀂮􀀠lEV • .;.99 CORPORATION VALVES MUELLER® ORI-CORp® Corporation Valve 􀁾􀁾􀀻􀀻􀁯􀁾􀂮􀁖􀁾􀁾􀁾􀀭􀁃􀁏􀁒􀁐􀂮􀀠6) Inlet: A
WWA taper Inlet: A WWA LP. thread. (MUELLER "CC") thread Outlet: MUELLER® llO® Outlet: MUELLER® llO® Conductive Compression Conductive Compression Connection for CTS O.D. tubing*H·15013
Connection for CTS O.D. tubing* H.15023 ;'l2" 􀁲􀁬􀁬􀁾􀁟􀁬􀁾􀁮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾:2" •• .-MUELLER ORI-CORP MUELLER ORI-CORP Corporation Valve Corporation
Valve 􀁾􀀢􀀩,>' -Inlet: AWWAtaper(MUELLER Inlet: AWWALP. thread "CC") thread Outlet: MUELLER Pack loint Outlet: MUELLER Pack Joint Connection for CTS O.D. Connection for CTS O.D, tubing*
tubing*P·15013 P·15023 2" 12" ••1II-In-II-In.. MUELLER ORr-CORP MUELLER ORI-CORP Corporation Valve Corporation Valve Inlet: AWWA taper Inlet: AWWA LP. thread (MUELLER "CC") thread Outlet:
ELP. thread Outlet: ELP. thread f) H·15014 H·15015 II'ln"t 2"+ 11-112" + 12":11MUELLER MUELLER ORI-CORP MUELLER ORI-CORP Corporation Valve Corporation Valve Inlet: AWWA raper Inlet;
AWWALP. thread (MUELLER "CC") thread Outlet: M.I.P, thread Outlet: M,LP, thread H-9968 H·9969 􀀬􀁾􀁾...:: 12" ...II-In" 11' II-In" I, .. See ch<lJ1S on pages 5.10-5.13 for tubing and
pipe that' may be used on these connections. *'" For use with S{!fVICe Saddle 􀁯􀁮􀁬􀀾􀀬􀁵􀁾􀁣􀀺􀁬􀁮􀁮􀁯􀁴􀀠be machine inserted. .,'" :j: Requires minimum O1"denng qU.Jnrity. Contact
MUELLER Customer St!!'vi<;c Center for minimum order rcqlllrcments ;and av::ulabllllY,\,I""''''''r 􀀬􀀢􀀬􀀧􀁾___ '-___ 􀁾􀁟􀀮􀀠__􀁾􀁟􀀧􀁾􀁁􀁾􀁟􀀧􀀠__ 􀁾􀀻􀁟􀁾􀁉􀀠􀁾􀀺􀀠___ i '_,_, __
-' _""_' 􀁾􀀢􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀠
-01 ·.....􀁾􀁣􀀺􀁾􀁾􀁾􀀱􀁦􀀠510 IMueller Ca.1 1/2" -2" GROUND KEY DESIGf't"·"'" . • CORPORATION VALVES H-10045 Ground Key Corporation Valve Inlet: j\VVV{j\ taper (MUELLER "CC") thread
Outlet: FJ.P. thread 1314" xl" t i􀁬􀁾􀀠• Ground Key Corporation Valve Inlet: j\VVV{j\ LP. thread Outlet: ELP. thread H·10046 314" I" 11-1/4"1 11•112' 􀁾􀀺􀁾􀁾􀀡􀁾􀁩􀁾􀀺􀀺􀁾􀀻􀁡􀁴􀁩􀁯􀁮Valve
(MUELLER "CC") thread Outlet: LP. thread copper flare connection -this connection thread is one size larger than theH-15002 copper tubing to be flared II" 1-114"t :)-If.!" 12" 􀁣􀁾􀀠􀀢􀁾􀀠..J
􀁾􀀠 Ground Key Corporation Valve ":.,Ground Key Corporation ValveInlet: j\VVV{j\ taper ".Inlet: j\VVV{j\ LP. thread (MUELLER "CC") thread Outlet: M.LP. thread Outlet: M.LP. thread H-10013H-9996
􀀧􀁾􀀳􀀱􀀴􀀢􀀠II" 􀀱􀀱􀀭􀀱􀀱􀀲􀀢􀁾􀀠12" II" 􀁾􀀠Gtound Key Corporation Valve Ground Key Corporation ValveInlet: j\VVV{j\ taper Inlet: j\VVV{j\ I.P. thread(MUELLER"CC) thread Outlet:
Increasing LP. threadOutlet: Increasing I.P. thread (outlet is one size larger larger than(outlet is one size larger than inlet) )H-10003 inlet) H-9979 Ij3/4" II" jl-ll2"t 12" 1 I􀁾􀀱􀁉􀀲􀀢􀀠1518"
(314" outlel) 13/4" II" : 􀀱􀀭􀀱􀀱􀀲􀁾􀀠2"1,JGround Key Corporation Valve Ground Key Corporation Valve Inlet: j\VVV{j\ taper Inlet: j\VVV{j\ LP. thread (MUELLER "CC") thread Outlet:
MUELLER Coupling Outiet: MUELLER Coupling threadH-9971 thread H·9976 7"i1/2" 1518" (3/4" outlet) ! 31-1" II" 11•114" 11-1/2" : -j3/4' II 􀁾􀀠.1-11-1" ; I-J/2-:2" t Requires minimum ordering
qU:lntiiY. Cont.1Ct MUELLER CmHomer SerVice Cenlcr for minimum order rcquirement:-> and avaiJ:lbiliLY. NOTE: Sizes shown l1buve represent I10mirutl si;.:c or inlet and outlet connection!';.
MUELLER"'Corporation Valves are manufactured and tested in accordance with ANSI/AWWA caoo. 
8010 IMueller ta.IGROUND KEY ANGLE METER VALVES REV,+99 • ' &SERVICE VALVES -", 3/411.2" 􀀮􀁲􀁾................................'" Ground Key Angle Meter Valve Ground Key Angle Meter
Valve MUELLER 110® Conductive MUELLER® Pack loint Compression Connection for crs -Connection for crs O.D.* tubing0.0.* tubing x meter flange x meter flange 1800 turn check -lock wing
1800 tum check -lock wing H-14277 p·142nX C3tolio!!size 1-112 :2tt Meter size 1-112 1-112,2 Pine size 1-112 12 C3:tafog size 1-112 2tt Meter size 1-112 1-112.2 Pipe size 1-112 2 Ground
Key Angle Meter Valve Copper flare nut x meter flange 1800 turn check -lock wing H-14276 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 GroWld Key Angle Meter Valve F.I.P. x meter flange 1800 turn check -lock wing
H·14286 , , .1·, _"_"'. " -.... . c£!!;' ize Met, .e 􀁔􀁵􀁢􀁩􀁮􀁾􀀠size 1-112 2tt 1-112 1-112. 2 1-112 2 CatalOg size 1-112 2tt Meter size :1-112 1-112.2 Pipe size 11-112 2 MUELLER Solid
Tee Head ELP. x Fl.P. Ground Key Angle Meter Valve Roundway Meter Stop 1800 turn check -lock wing F.F.I.P. x F.I.P. 3600 tum -lock wing H·10281 H·14285 iCat:1log size ICltalogsize ..
SI!C 􀁣􀀻􀁨􀁡􀀮􀁲􀁴􀁾􀀠on CHll!C:S 80. [5 and 8D.16 for !ubitll! and Dine that c:m bl! UScu with thiS I.:'Qoncc[ion. 
6.8 [Mueller eo.l. SERVICE FIITINGS WITH I' MUELLER 11 f1> COMPRESSION CONNECTION Straight coupling MUELLER 110 Compression Connection for IPS PE* pipe x M.I.P. thread Straight tlrree
part union Straight coupling MUELLER 1l0®Conductive MUELLER 110 Conductive Compression Connection for Compression Connection for CTS O.D.* tubing-both ends CTS O.D.*tubing x F.I.E 􀀮􀁾􀀮􀀠tlrread;..J
H-15403 H-15451 i112" 13/4' I'" 1":<3/4" 11-1I4" 11-114".," ;1-112" 12"1 Straight coupling 􀀮􀁾...."'.'MUELLER 110 Conductive . '.􀁾􀀠Compression Connection for CTS O.D.* tubing x M.I.E
thread H-15429 : 1" Straight three part union Straight tlrree part union MUELLER 110 Conductive MUELLER 110® Compression Compression Connection for Connection for IPS PE* CTS O.D.* tubing
x 110 pipe-botb ends Compression Connection forH-15409H-15404 IPS PE* pipe I,' 1'"X3/4" Straight coupling MUELLER 110 Compression Connection for IPS PE* pipe x ELP. tlrread H-15454 
MUELLER® BR2B &BR2S SERIES BRONZE SERVICE SADDLES -DOUBLE STRAP flE.V.4-99 "I, 􀁾􀁌􀁌􀁅􀁒􀂮􀀠Service Saddles for use on A-C, cast iron, ductile iron, and AWWA C900 PVC plastic pipe:y
0 Outlet tapped with either A W'jIA taper (C.C.) or AWWA IP. thread (F.I.P.T.) ;" 0 For use on A-C pipe, cast iron or ductile iron pipe and cast iron 0.0. PVC pipe o 200 psig (1379 Id'a)
maximum working pressure o Available in single and double strap designs o Brass body D0 Flattened silicon bronze straps (standard) ;' 0 Optional 304L stainless steel straps o Rolled
strap threads o a-ring sealed outlet o 3/4" thru 2" tap sizes :-.0 Meets all applicable parts of ANSTIAWWA C800 ':J 0 NSF 61 certified SR 2 S Series SR2 SSeriesMUELLER® Service Saddles
with AWWA taper thread Pipe O.D. range of pipe • castor ductile Iron,A-CmmInch C900PVC plasl!c pipe MUELLER® Service Saddles with AWWA iron Pipe O.D. range Inch mm Kind and 􀁳􀁩􀁾of
A-C Base Catalog Castor Number 􀁉􀀭􀁓􀁩􀁾􀁾􀀽􀁡􀁰􀁪􀀻􀀻􀁊􀀭􀁬􀁩􀁾􀀻􀀻􀁢􀁾􀀻ductile iron,C900PVC plastic plastic pipe 􀁾􀀠) • Awe pipe. classes 􀀱􀀮􀀵􀀰􀁾􀀲􀀰􀀰􀀠perASTM 096 OUld AWWA
C400-actuaJ O.D. of pipe being Ilsed must full within the pipe 0,0, mnge listed in mepreeeemngcbarts. Centrifugally cos, pipe. classes 50-150per ANSYAWWA CI02lA21.2; ANSUAWWA CI06IA21.6;
ANSUAWWA CI06lA2L8, and Federal spedficano. WW-P42t. Ductile im. pipe. cl:lsses 5{)'56 per ANSYAWWACI5IlA21.5I ; CllS' im. 0.0. pvC plastic pipe per AWWA C900. These machines may be
used with the service saddles illustrated on this page Machine Service saddle lap size ) . 3/4" I 1" I 􀀱􀁾􀀱􀀱􀀲􀀢􀀠2"112" >" " " . X[).:!Th' X :XX .. xTRU-ClJTTh< X xMEGA.cI)Tru ,x
x x x .....x :x Pt·21'M :
, ...._._ .•..._.__...•_ -____ 􀀧􀀮􀁟􀀬􀀢􀀢􀀧􀁾􀀧􀀻.......'_..'_...__ ... ........ :: I , ",,' X. CASING SPACERS 12 
rael patented casing spacers 􀀬􀁾􀁯􀁲􀀠cased pipelines rael, the leaders in casing spacer technology, has been in business since 1952 and are ISO 9002 CERTIRED. Their uniquely designed,
engineered and patented spacers are respected and their dependability has made them the number one choice of specifiers and installers world wide. '; ..... Casing Spacers Isolate water,
sewer and gas pipelines from casings Simply and cost effectively. Insulators are required to separate caSing and carrier pipes with the following criteria. • Must ensure electrical insulation
between the two pipes • Permanently prevent bells from sliding or resting on casing pipe • Must fasten tightly on the carrier pipe to ensure no horizontal movement during insertion •
Must be made of materials which do not conduct electricity and are permanently resistant to chemical corrosion • Must be resistant to both mechanical and thermal shocks and stresses,
particularly during Installation 960 ft. 20" e90S PVC through steel casingpage 1 •rael SPACER ADVANTAGES: racI spacers meet the above requirements with the following advantages over
the standard skid and strap application and other models of manufactured spacers. • Spacers are manufactured entirely out of high density polyethylene with NO METAL b?lts or attachments
required • Spacers are quickly and easily assembled by manually fitting elements one into the other • Tooth insertion method allows on site adjustment to fit a wide range of pipe diameters
and coatings • Spacers slide into casing with e?se • • Spacers maintain continual long term support for the carrier pipe and its contents • Spacers provide constant projections around
the entire circumference of the carrier pipe. • Spacers provide long term corrosion protection • Spacers can be installed on coated or plain concrete, ductile iron, plastic, ribbed,
and steel pipe. The spacers are divided into four groups which address a wide range of pipe sizes and weights. Within each grouping there are varying support heights that allow the spacer
to clear bell joints, flanges, couplings, and other jointing methods. These heights range from .78 inches to 5.11 inches (20 • 130 mm) 
' •. ·'.1 SPECIAL APPLICATIONS: For applications with continued ope(ating temperatures in excess of 60'C/140' F, spacers are able in nylon. ') On request, spacers can be manufactured
in other types of 􀁾􀀠plastic material according to the mechanical and temperature requirements of the pipeline. The HOPE spacer is manufactured by injection molding. This gives it a
high impact strength and a low coefficient of friction which exceeds industry standards. Each spacer element represents a flexible section that has a toothed male butt strap at one end
and an appropriately toothed female slot on the other end. Absolutely no metallic parts are involved in their assembly. This design allows for on site adjustments for any variances witbin
the O.D. range. Coupled with their flexibility they cover all 'types of pipe from O.D. range 1..18 inches (30 mm) and upward. ) • 􀁐􀁾􀁡􀁰􀀠, 
.. ' .". ...., ..... • Spacing The spacing of the rings must ensure that the carrier pipe is fully supported throughout its length. To ensure against the effects of differential loading
at the entrance and exit points of the casing, two rings are used at the beginning and end of each casing, regardless of pipe size or length. Where mechanically joined pipes, flanges,
couplings or bells are involved rings should be installed within 1 foot '\3 m) on each side of the bell and one in the centre of the pipe, when 18 to 20 foot lengths are used. Selection
Guidelines The selection of spacer type depends on the following dimensions: • exact carrier pipe O.D. • exact bell, flange or coupling 0.0. • exact casing pipe I.D. • clearance desired
between casing and carrier pipe • length of application and linear weight of filled carrier pipe With the above information and using the charts on pages 5 and 6, the type and number
of spacer elements required for each ring and how far they will be spaced can be determined. Instructions For Ring Assembly • In cases where the carrier pipe is plastic, the contact
zone between the pipe and spacer shall be taped to ensure a textured contact area. It is recommended to use tape on all types of pipe. Double backed tape should be either self amalgamating
or bituminous. .• Insert the male butt strap three teeth into the slotted female end of the next element. Continue until you have J formed a chain of the required number of elements.
• To complete the ring. wrap the spacer loosely around the pipe and complete the last linking by hand. • Pull each of the butt straps together by hand until the spacer is tightened uniformly
on the pipe. • The final tightening is done using the special clamping tool for the spacer type. • The minimum and maximum operating temperatures are ·4 to 140°F or -20 to 60°C. 36"
Concrete Pressure Pipe throug1l steel casing 
ract spacer assembly and insertion Specification suggestions for casing spacers Casing spacers shall be used to install carrier pipe inside the encasement pipe. To provide support around
the periphery of the pipe should the pipe twist as it is pushed through the casing. The spacers shall be of a projection type that has a minimum number of projections around the circumference
totalling the number of diameter inches. For example, 8" minimum of 18 projections. Casing spacers shall use double backed tape to fasten tightly onto the carrier pipe so that the spacers
do not move during installation. Installation instructions shall be provided with each shipment. Casing spacers shall have a span of 10 feet to 6-1/2 feet dependent on the total load
anticipated with the pipe full of liquid. On sewer pipe, the maximum span should be 6-1/2 feet to prevent sagging of the carrier pipe. The maximum load shall not exceed the load limits
per spacer listed in the brochure. These values In the brochure include conservative safety factors for class spacer used. Spacers shall have minimum height that clears the pipe bell
or as otherwise indicated on plans. Casing spacers shall be projection type totally non-metallic spacers constructed of preformed sections of high-density polyethylene. Spacers shall
be ISO 9002 certified for strength and quality. Projection type spacers shall be RACI type spacers by Raci Spacers North America Inc. {Specification suggestion available in electronic
form; e-mail or dlsc} TYPICAL ROAD CROSSING shall have a minimum of 8 projections and 18" pipe shall have a 48" Ductile I,,,. thr"ugb 66" """'''' 
rael SPACER OPTIONS: Spacer elements Sand T These spacers are linked by a tongue and groove method. Sand T spacers are able to support a maximum weight load of 250 Ib./ll0 kg. per ring.
They are best suited for pipe ranges 1.18 -4.13 inches (30 . 105 mm). For installation the Clamping Tool Type 3 is used -0.0. range 1.18 . 6.46 inches (30 -164 mm) Spacer elements F
and G These spacers are engineered to be used on small to medium sized pipe and are able to support a maximum weight load of 1102 Ib./500 kg. per ring. F and G spacers are best suited
for pipe ranges 3.62 to 17.56 inches (92 to 406 mm). For installation the Clamping Tool Type 1 is used. Channel Lock tool also available. Spacer elements P and Q Special The P and Q
spacer is designed for that middle pipe 0.0. range application. They are able to support a maximum weight load of 1213 Ibs. I 550 kg. per ring. The P and Q spacers are best suited for
the pipe range 6.00 to 12.00 inches (152 mm to 305 mm). For 0.0. Ranges above 12" contact your distributor. For installation the Clamping Tool Type 6 is used. /.ISPACER TABLE: SMALL
TO MEDIUM DIAMETER PIPE 500 KGS PER RING P/Q SPACER TABLE: MEDIUM DIAMETER PIPE 7.95 $,94; . .ja.98 9.92.. 9.96 13.27 13.31 15.55 4 15.59 396 421 4 1 16.61 422 505 5 19,92 506 6 -4.9
"'MAXIMUM LOAD MUST NOT EXCEED 1.21.3 LBS OR 550 KGS PER RING \ 1 It 􀁾􀀠tI n d 
, 􀀬􀁾􀀮􀀠􀁾􀀧􀀠\'\Spacer elements M and N lJ The M and N spacer is designed for that middle pipe O.D. range application. They are able to support a maximum weight load of 2204 Ib./l000
kg. per ring. The M and N spacers are best suited for the pipe range 13.31 to 29.88 inches (358 to 764 mm). For installation the Clamping Tool Type 5 is used. Channel Lock tool also
available. Spacer elements E and H For large diameter pipe, heavier applications or long casings where maximum strength is required the E and H elements are used. They are able to support
a maximum weight load of !' "j Ib./2700 kg. per ring and are best suited fo, ,ne pipe range above 24 inches (609 mm). For installation, the Clamping Tool Type 2 is used for support heights
up to 90 mm. Tool Type 4 is used for the E 130s. NOTICE Distance between spacers must be calculated so the maximum load per spacer ring does not exceed the max. load carrying capacity
for the type used. (S&T 250 Ib/ll0 kg, F&G 1102 Ib/500 kg, P&Q 1213 Ib/550 kg, M&N 2204 Ib/l000kg, E&H 5952 Ib/2700 kg) • j spacer ring. Maximum load per spacer is calculated based on
the weight of the pipe filled with liquid divided by the M/N SPACER TABLE: MEDIUM DIAMETER PIPE ::" ,. *MAXIMUM LOAD MUST NOT EXCEED 2204 LBS OR :1000 KGS PER RING E/H SPACER TABLE:
LARGE DIAMETER PIPE '. ..1 􀂷􀀢􀁾􀀶􀀳􀀰􀀮􀁟􀀢􀀮􀁩􀀠6 730 I 7 630 "8 930 9 􀀧􀀧􀀧􀁌􀁩􀁯􀀳􀁃􀁦􀀧􀀧􀀡􀀺􀁾􀀧􀀠--:10" "1159--11 􀁾􀀺􀀺􀁾􀀽􀁾􀀮􀀠":13·· : ."-·--1"";"; 15 17 2110 20 "2430 0.6
, 2860.: NOT EXCEED 5952 LBS OR 2700 KGS PER RING number of spacer rings installed. The maximum distance of 10 feetj3 meters shall not be exceeded due to the danger of the pipe sagging
between the spacers support pointa unless the pipe manufacturer states differently. PHYSICAL CHARACTERISTICS OF SPECIRCAllY DESIGNED HIGH DENSITY POLYETHYLENE FOR RACI SPACERS 3625 PSI
2900 PSI ) 800% 65 -4' F >940 K'I/inch yes 25 N/mm' ASTM D 638 20 N/mm' A5TM D 638 800% ASTM D 638 65 ASTM D 2240 -20' C >37 Kv/mm ASTM H9/64 yes 
-------------------------------Public Wor]<s Marketing, Inc. Wrap Around End Seal Carrier O.D. 􀁾􀀠) 1/8" Neoprene t Casing O.D. -5 􀀭􀁾􀀠􀁾􀀠----',..---_._􀁾----.----':' -':' 􀁾􀀠--.-.""_._......:::
....--'=' -=..P.O. Box 38174 Dallas. Texas 75238-0174 Phone: 800-517-0395 Fax: 214-343-7105 Email: PWMI2I£j!.UoLcoJll 
, .... XL COMBINATION AIR VALVE 13 
COMBIMAtlONAI.VA.LVIS ,s.ER1:ES '] 􀁾􀀬􀁄􀀧􀁃􀀠STANDARD COMBINATION SINGLE BODY MANUFACTURED TO AWWA C-512 STANDARDS ISO FLANGE CONNECTIONS AVAILABLE SERIES 1800 CUSTOM COMBJNAT10N JUPlE< BODY !..f21l
S. WRIGHT lllVO. S(HAUMBURG, It t,iii'n-:-,i"t) '1.1--:;;-, 1 .tn!H) <C" " .•j!--;"> t '1111}-111lf1 Trt h!}f,'J 
SINGLE BODY Double Orifice MATERIALS USED IN BOTH STYLE COMBINATION AIR VALVES 􀁔􀁬􀁾􀀬􀀠1" THROUGH 6" :sTY1.E SPECIFY IF OP'ERATtNG PRESSURES "LOW so P.s.I. Body. Cover. Lever Frame
...•••.. Cast Iron Float .................... Stainless Steel Seat .......................... Buna-N Lever Frame (1" & 2" size)....•..... Delrin Leverage Mechanism (B" size) .................
Stainless Steel ALL OlHER INTERNAL PARTS STAINLESS STEEL OR BONZE 8" STYLE TO SIZE AIR VALVES FOR PIPEUNE SERVICE USE APCO AIR VALVE COMPUTER orAPSUDE COMPUTER SOFTWARE Height 12 1/4"
Height 15 1/2" • Height 17 1/8" Height 27 1/4" Height 25 3/4" Width 8" Width 10' · Width "" Width 13" Width 17 1/2" Length 14" Length 16" • Length lB" Length 18 3IB" Length 22 1/4" Weight
75 Ibs. Weight 100 Ibs. · Weight 170 Ibs. . Weight 205 Ibs. Weight 300 Ibs. ..!!!:!.! 1" PIPE THRtAO ....!!!!!! 2'" PIPE THAEM ..!!!!::!! 􀀳􀁾􀀠PIPE WREAO .J!t!.!! 4" PIPE 1'HAEAO I.""
I.'" OUlUT Otm.Ef OUlUT 0U1UT 125 &: 250 L6. FlANGE 125 & 2511l./l. lUNG' 125 & 250 LB. lUNGES 125 & 250 L6. FWiGES OUTLET OFTIONS otm.E1' OPTIONS X • PLAIN WITH HOOD .. PlAIN' WTTH
HOOO• EXCEPT POPPET ALSO AVAIlABLE ALSO AVAilABle: -THREAOED li>S SHOWN) HEIGHT 􀁆􀁉􀀮􀀮􀁁􀁯􀁾􀁇􀁅􀁏􀀠16112" HEIGHT FlANGeD 19" • flANGED • FLANGED SINGLE BODY SPECIFICATIONS Combination
Air Valve sizes , .. through S", (single body. double orifice) allows large volumes of air to escape out the large onfice when filling a pipeline and closes when liquid enters the valve.
When the wive is closed and pressurized. the small air release orifice will open to allow small pockets of air to escape automatically and independently of the large orifice. The large
orifice shall also allow large volumes of air to enter during pipeline drainage to break the vacuum. The body inlet must be baffled to'protect the float from direct forces of rushing
air and water to prevent premature valve shut-off. The Buna-N seat must be fastened to the valve cover without distortion for drop tight shut-off, The floats shall be heavy stainless
steel. steel. The plug or float shall be center guided through hex bushings for positive 􀁳􀁨􀁵􀁴􀁾􀁯􀁦􀁦􀀮􀀠Valve exterior to be painted with Red Oxide Primer Paint as accepted by the
FDA for use in Potabfe Water. All materials of construction shall be certified in writing to confonn to AS.T.M. Specifications as follows: . Body & Cover c.stlron ASTM A126 GR.B Float
Stainless steel ASTM A21l0 Needle & seat 8una-N Plug Bronze ASTM B124 leverage frame Delon/Cast iron ASTM D21331ASTM A126 GRB Valve to be APCO Model (Engineer to Name) Combination Air
Valve as manufactured by Valve & Primer Corporation. Schaumburg,lIlinois. UBA 
.,) (HEREAREBASICALLY TWO TYPES OFAIR VALVES: TYPE 1. AIRJVACUUM VALVES withQ) LARGE ORIFICE to vent large volumes of air for efficient filling and draining of pipelines. This protects
against vacuum and water column separation or pipeline collapse, TYPE 2. AIR RELEASE VALVES with @SMALL ORIFICE for continuous venting of air pockets as they accumulate in a pressurized
pipeline. When the above lypes are combined, the result is a COMBINATION AlR VALVE. The Combination Alr Valve is available in a SINGLE BODY DOUBLE ORIFICE shown here, or in a DUPLEX
arrangement (see Back Page). The single body is most popular due to its smaller overall size and resulting space saving inside a valve vault It is available in 1" to B" sizes. HOW IT
WORKS: Sizes 1" through 6" incorporate a poppet (or plug) which rests freely inside the lever frame. The center stem of the poppet has a SMALL ORiRCE through it When water enters the
main valve body it raises the float and float arm which puts the needle, attached to the arm, in contact with the poppet stem while lifting the poppet to the shut-off position against
the LARGE ORIRCE. As air accumulates inside the main valve body the water is displaced. The float arm falls away from the poppet stem to expose the smali orifice and the pocket at air
is vented. Water re-enters the main valve body lifting the float arm back to the shut-off position and the cycle repeats as air accumulates. As long as the main valve body is under pressure,
the poppet stays closed because the pressure differential across the large orifice is more than the poppet can overcome. It, however, a negative pressure occurs inside the main valve
body. the poppet will drop open to allow air in and prevent a vacuum from torming in the pipeline. Size B" functions in the same manner, but. instead of a poppet. a fioat is used tor
shutting off the large orifice and a separate internal float operated lever mechanism is incorporated with a smali orifice tor venting smalier pockets of air when the system is pressunzed.
Every Combination Air Valve is hydrostatically seat and shell tested betore IT leaves our faCtory to insure quali1y performance in the field. 􀁲􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁔􀁙􀁾􀁐􀀻􀁴􀁃􀀻􀁁􀀻�
�􀁾􀁐􀀻􀁉􀀺􀁐􀀺􀁅􀁌􀀺􀁉􀁾􀁎􀁾􀁅􀁾􀁓􀁾􀁈􀁾􀁏􀁗􀁴􀁎􀁇􀀠ITS HYDRAULICGRADIENT APl:lJ ....• AlRNACUUM VALVE AP!:tJ AlRNACUUM VALVE 􀀮􀀧􀁓􀁃􀁾􀀢􀀢􀀢􀀢􀀮􀀠AlR RElEASE VALVE 􀁡􀁴􀁰􀁥􀁵􀁬􀁴􀁳􀁡􀀮􀀧􀀱􀁤􀀤􀁨􀁡
􀁬􀁪􀀩􀁾􀁩􀁴􀀧􀁬􀁱􀁭􀁤􀁩􀁥􀁦􀁬􀁴􀁮􀁥􀁡􀁲􀁥􀁦􀀡􀁤􀁭􀀠• lina where no 􀁾iVJ'\(KI(\t c' air Is Mticipated COMBINATION AJR VALVE Inft1t 􀁁􀁴􀁒􀁎􀁁􀁃􀁕􀁕􀁍􀁖􀁁􀁊􀀮􀀮􀁖􀁅􀁯􀁮􀁰􀁵􀁭􀁰􀁾􀁾􀁣􀀺􀁦􀁬􀁥􀁤􀀨􀁜􀁉�
�􀀺􀁍􀁉􀀻􀁻􀁮􀁯􀁴􀁾􀁲􀁯􀀮􀀭􀁰􀁵􀁭􀁰􀁳􀁷􀁩􀀱􀁨􀁰􀁡􀁡􀁬􀁴􀁍􀁴􀁾􀀡􀁴􀁯􀁑􀁤􀀩􀁉􀀩􀁴􀁾􀁃􀁏􀁎􀂭"T.uJI '!"ROU.£O AlRlVACtJUMVAUfE wham • dIsd'Wge gIIlIJ \I'aJw is!W;ll'mllltf eIowd dl.lring
pump sIIItt-cp to duveIop heacL NOTE:: INSTAWNG 􀁾fJiN'T'E'.HVAl..S IN LARGm SIZE PlPEUHES PROVIDESAN EXCS.l.ENT POIHTlU INSnU.1.AlRVAtVES. • HYDRAUUCALlY CO!IJROLLED AlRNACUUM VALVE
ORIFICE SIZES for 300 psi working pressu re DISCHARGE CAPACITIES FOR COMBINATION AIR VALVE CtsRVES SHOWN ARE ACTUAl. FUlw CAPAcmES f{'f 14.7 PSI BAROMETRIC PRESSURE AND 700 F TEMPERATURE
SASE. ON ACTuAl TEST. THESE AGURES ARE NOT ONlY THE FUlW CAPACmES ACROSS THE oroncE aUf FlOW ACROSS THE EHnIlE VAUIE. IN mE 1EST SEr-UP. APPROACH VELOCITY m THE VAlliE IS NEGUGISUii
'rnEREFORE AC'ruAl CAPACfTY EXCEEOS THE VALUES SHOWN ON CHARi. 0 @TEST CONOUCTEO av: PHIWP PEIROl.£UM COMPANY ENG1N££fUNG OEPAmMENT 􀁾􀀠'T'£ST OMSION EDMOND PLANT OCTOBER 1. 1961. MODEL
LARGE SMALL I" P r. 􀁾􀀠• ORIFICE ORIFICE VA LVI i SIZE AND MODEL 10_ 43C 5C i47C I49 lSOC 1􀁾􀀠iiC 143C 1" 5/64" ·.",,1 c'.,:., h ,Ad. Ji::"L' .::i!􀁩􀁾􀀻􀀠􀁟􀁣􀀻􀀻􀀻􀀬􀁾􀁩􀀠'/, '.':"
-. ':<'1 1',-,;;P iWllai :.< "1 :',.: 145C 2" 3/32" 􀀺􀁽􀁾􀀺􀀻􀀼􀀺􀁩􀁾􀀠. 􀀱􀁾􀁾􀁏􀁩􀁾􀀺􀀠:';;:: ;.'1 : .: 􀁾􀀧􀀱􀀻􀀱􀀠I .. j 1;:1 :, .. I I.. '''','2 ,." 14 .. 􀀬􀀺􀀧􀁾􀀮􀀠' .. 147C
3" 3/32" .:) :.. _.. ;;; li'1Y"'x 􀀮􀁾􀀻􀀺􀀺􀀠II 􀀮􀁾􀁆􀁊􀀣􀁊􀀠". ' If/1:;'1'", ./;' 􀀬􀀬􀁾. " .' 49C 4" 3132" , , '. 1'. 'AIR I I y: /1I /DO 150C 6" 1/8" 151C 8" 5/32" //////V 1 V ../'
I---!-.//" 3 4 u U IU ;0 100 2( 3C AIR FLOW THROUGH VALVE IN STANDARD CUBIC FEET OF FREE AIR PER SECOND (SCFS) 
xn. MISC.-FLANGE BOLT & GASKET SET, POL¥WRAP, DETECTABLE TAPE, MEGALUGS, HYDRANT MARKERS, COPPER TUBING, DOUBLE DETECTOR CHECK VALVE, BRASS VALVE 14 
B-Rite 1h. Right Ga$k., Works B·nte Bolt 􀁓􀁥􀁬􀀮􀁾􀀮􀀠Illal Fit . Bull Strong Tough Prntlucrs (Of Tough JobS 3320 Stuart Dr. Ft. Worth. TX 76110 817-921..Q501 817-921-2782 fax BOLTING
SPECIFICATIONS -PLAIN FINISH Standard Bolt and Nut Sets, Capscrew Sets and Flange Paks contain Hex Head Machine Bolts and Hex Head Capscrews IIAJW ASTM A307 Gr. A. Their dimensional
specifications are lIAJW ASTM A563 Gr. A. All Bolts, Screws and Nuts have National Coarse threads, C 1.2A fit eoL.TING SPECIFICATIONS -STAINLESS STEEL Boft and Nut Sets contain Hex Head
Machine Bolts IIAJW ASTM F593 Gr. 18-8. Their dimensional specifications are liNN ANSIIASME 818.2.1. Finished Hex Pattem Nuts are lIAIW ASTM F594 Gr. 18-8. All Bolts and Nuts have National
Coarse threads, C 1.2A fit. eOLTING SPECIFICATIONS -B7 Alloy Stud Bolt. and Heavy Hex Head Bolt material is I/AJW ASTM A 193 Gr. B7. Threading is ASME 81.1 class 2A National Coarse threads
for bolts up to 1 inch and 8 thread series for bolts above 1 inch. Nut material is I/AJW ASTM A 194 Gr. 2H. Heavy Nuts I/AIW ASME 818.2.2 have C1.28 course series threads for nuts up
to 1 inch and 8 thread series for nuts above 1 inch. Standard Bolting Material provided will generally be of an import manufacturer. Domestic material available on request GASKET SPECIFICATIONS
Flange Gaskets dimensional requirements are I/AIW ANSIIASME 816.21. For phySical characteristics please reference the attachment. 
POLYWRAP (Polyethylene Encasement for Ductile Iron Pipe) All po/ywrap supplied h}l Standard Hardware, Inc., will meet or exceed the following specifics: AWWACI05 ASTM D1248-84 Thickness:
8 mil (tolerance 􀀫􀀯􀁾􀀠10%) Material: Linear Low Density, Type I, Class C-Black, Grade. E-l, ManufaCtured from 100% virgin resin. Colors & Clear = same specifications. Tensile Strength:
1200 PSI (8.3 MP) minimum . Elongation: 300% minimum Dielectric Strength: (raw material) Volume resistivity ohm*cm= minimum Dielectric Strength: (finished film) 800V/mil (31.5V/um) thickness
minimum 
Detectable Underground Utility Marking Tape Specifications, Test Data, Approvals and Color Code r. SPECIFICATIONS . Consists ofa minimum 5.0 mil (0.005" overall thickness, with no less
than 􀁾􀀬􀀠35 gauge (0.00035') solid aluminum foil. core. The foil must be visible from BOTH sides. The layerS shall be laminated together with the extrusion lamination process, not
adhesives. Further, there shall be NO inks or printing e:-,:tending to the edges of the tape. The adhesive will NOT contain any dilutants, pigments. at" contarnirumts and is specially
fonnulated (0 resist df:!o;radation by olements normally encountered in the soil. All printing shall be encased to avoid ink rub-off. " H. TEST DATA PROPERTY METHOD VALVE 'Thickness
ASTMD2I03 5.0 mils Tensile strength ASTMD882 251b$ fioch (5500 PSI) Elongation ASTMD882-8S <.50% at break Printability ASTMD2578 >.50 dynes/em' Flexibility ASTM D671-81 pliable: hand
Inks Mfg. .specs. heat 􀁾􀀧􀁴􀀮􀀧􀁴􀀠Mylex Message repeat Mfg. specs. every:.'0'mehes. Foil Mfg. specs. deads, ,ft/annealled Top layer M£Z. specs. virgin PET Bottom layer Mfg. specs.
virgin I...DPE Adhesives Mfg. specs. >30%. solid 1 • .:5I#/R Bond Strength BoilingIi'o 5 houl'S w/O peel @lOOoe Colors APWA Code see 􀁢􀁾􀁬􀁯􀁷􀀠 III. APPROVALS A. Department ofTransportation,
Materials Transportation Bureau, Ollie<: of Pipelioe SaiCty. USAS code for pressure piping B3l.8, paragraph 192.321 (r). B. National Transportation Safety Board, Washington, DC, Special
Sludy Prevention of Damage to Pipelioes. Adopted Iune 7. 1974. Report NTSB-PSS-7:l·{. C. American Petroleum Institute (API). Recommended practice for marking buried liquid petroleum
pipelines-API RP 1109. D. General Servi= Admioistration, Washington, DC, Public Buildings Service Guide SpecifiClUion for Mechanical and Electrical Equipment-PBS 4-1501, Amendrnc.nt2,
page I 501-14, paragraph 18. subparagraph 18.1, clause IS.U. E. Rural. Electrification Authority (REA), D,S. Dept. ofAgriculture. \"\LShingroo, DC, National Electric.'1.1 Safety Code
for Underground Construction fur remote and immediate ha:zards. IV. COLOR CODE Safety Red-Electric power, distribution and transmission and municipal electric systems. High VISibility
Safety Yellow-Gas and oil distribution and transmission, d:mgerous materials, product and steam. Safety Alert Oral1ge-Telephone and telegraph systems, police and fire communications
and cable television. . Safety PreC:lutiOI1 Blue-Water systems and slurry pipelioes. Safety Green-Sanitary and stOrm sewer systems. Safety Brown-Force mains, reclaimed water lines and
effluent re-use lioes. Alert Purple-Rcclaimed non·porable wllter lines. 
.dagnaTec® The standard detectable product used for location and early warning protection for underground lines. • Multi·layer conslrudion offers permonence of message, strenglh ond
locutobility. • tlo ink extends to the edge of the lope providing the s1roogesl bond between loyers to prevent delamination. • Bold block leiters include. message and inslallution ·recammendations.
. • Sliver foil sbows through on the front and tbe bock for excellent dig·in visibility. Use widesllape possible and bury as dose /0 the surface as practical • WATER UTILITY TAPE -MAGNATEC
STOCK 􀁍􀀬􀁾􀁴􀀢􀀨􀀮􀁆􀁾􀀺􀀬􀀮􀀠1I!!i>""'Io:WJdth&@ii9thJ..fiMt j 􀂥􀁜􀀱􀁥􀁳􀁳􀁡􀁧􀀢􀁩􀁩􀂥􀁾􀀪􀀢􀀢􀀧􀁃􀁯􀁬􀁯􀁲.􀀢􀀧􀀺􀀤􀁮􀁡􀁶􀁟􀁷􀁴􀀮􀁾􀁊􀀺􀁐􀁫􀁧􀀮􀀠Q!Y:...E!>g, 􀁌􀁢􀁓􀀮􀁝􀁩􀁾􀂧􀁭􀀠3·.
2' x 1000' CAUTION WATER UNE saow Blue/silver 5.0 6 30.5 .. " ., 3H}22 3" x 1000' CAUTION WATER UNE BELOW Bluelsiiver 7,0 4 30.5 31·024 6' x 1000' CAUTION WATER UNE BELOW Slueisilver
14.0 2 30.5 f,'i") !W 31-016 3' x 1000' CAUTION POTABLE WATER UNE BELOW Bluelsilver 7.0 4 30.5 􀁾􀀠31-052 2' x 1000' CAUTION SEWER UNE BELOW Green/silver 5.0 6 30,5 31,053 3' x 1000'
CAUTION SEWER UNE BELOW Green/silver 7.0 4 30,5 31-055 6" x 1000' CAUTION SEWER UNE BELOW Green/silver 14.0 2 30.5 !W 31-031 3" x 1000' CAUTION STORM DRAIN BELOW Green/silver 7.0 4 30,5
,W 31-042 2' x 1000' CAUTION FORCE MAIN BELOW Green/silver 5,0 6 30.5 ;IV 31-043 3' x 1000' CAUTION FORCE MAIN BELOW Green/.ilver 7.0 4 30,5 ;IV 31·122 2' x 1000' CAUTION FORCE MAIN
BELOW Tan/silver 5.0 6 30.5 ;IV 31·123 3' x 1000' CAUTION FORCE MAIN WATER Tan/silver 7,0 4 30,5 ;IV 31-099 2' x 1000' CAUTION RECLAIMED WATER UNE BELOW Purplelsilver 5.0 6 30.5 31-100
3" x 1000' CAUTION RECLAIMED WATER Purplelsilver 7,0 4 30,5 BELOW DO NOT DRINK 􀀭􀀭􀀭􀀭􀁾􀀠,GAS UTILITY TAPE ".;MAGNATEC STOCK Item NQ, Width x Length Message Color Indv. Wt Pkg. Qty,
Pkg. Lbs, 31·140 2" x 1000' CAUTION GAS LINE BELOW Yellow/silver 5.0 6 30.5 31-141 3' x 1000' CAUTION GAS UNE BELOW Yellow/silver 7,0 4 30,5 31-143 lr X 1000' CAUTION GAS LINE BELOW
Yellow/silver 14,0 2 30.5 31·087 2-x 1000' CAUTION Oil LINE BELOW Orange/silver 5.0 6 30,5 !. CK 􀁉􀁴􀁩􀁩􀁭􀁊􀀮􀁪􀁯􀀻􀀺􀀬􀁾􀀠􀁗􀁪􀁤􀁩􀁬􀁩􀀺􀁆􀁌􀀮􀁮􀁧􀁩􀁨􀀢􀀺􀀢􀀺􀀽􀀺􀀺􀀧􀀺􀁾􀀭􀀺􀀧􀀠,:':<'􀁾􀁥􀁳􀁳􀁡􀁧
􀁥􀀺􀁾􀀭, ",_._-_. " 'Color' 􀀧􀁊􀁾􀀮􀀡􀁩􀁙􀁊􀁙􀁴􀀺􀀭􀀭􀀢􀀧􀁾􀁾􀁧􀀺􀁾􀁑􀀡􀁹􀀺􀀧􀀮􀀡􀀧􀁾􀁌􀁩􀁩􀁓􀁾􀂷􀂷􀂷􀀠i·;::tf,:':􀁾􀀧􀁾􀀮􀀺􀀺􀀺􀁌􀁩􀁬􀀠31-106 2" x 1000' CAUTION ELECTRIC LINE BELOW
Red/silver 5.0 6 30,5 3,.,07 3' x 1000' CAUTION ELECTRIC LINE BELOW Red/silver 7,0 4 30,5 31-109 6" x 1000' CAUTION ELECTRIC LINE BELOW Red/silver 14.0 2 30,5 
---="'-.".. Series 2000PV MECHANICAL JOINT RESTIWNT GLAND FOR {fSEWIl'H C-900 OR IPS OD PVC PIPE Approved 2000PV ma(;hanical joint fesir:.llnl$ can1J9usad Cfl colh C·9008nd IPS OD PVCptpe.
A spacer/s provided undarfJaCh rorquelimifing 4CfOwto acccmmo· dalill/to dlHerent Qhlrrn1I8(S, 'I11e 20001'V mechanic:!l joint resr.rJint is the: fhstc!it and nlO!it 􀁣􀁣􀁯􀁮􀁯􀁭􀁩􀁾􀀠c:l1
method of .-':str:lil1ing PVC pipe tu mechanical joints. Nuw the need lbr custly cuocrete thrust block., ,md cnrrodihlc :m..'C1 ric rods is e!iminuted. Ir (.';Ul he uscd in srf"Jigh£
alignment or at the pre·set detkerion recommended ror the lllcchunic;ll joint. The 2000PV was the frrst PVC joint restr:lint to be tested to UNl-B13. Underwriters 􀁌􀁾􀁢􀁯􀁲􀁡􀁴􀁯􀁲􀁩􀁥􀁳􀀬􀀠and
Factory Mutual. MecL' all ofthe requil-.:ment, of UNl·jj.13 "Recommended Standard l'error1l1l1nce Spedfication jlllJoint Rcstr.1ill[ Devices foc use with 􀁉􀁾􀁬􀁬􀁹􀁶􀁩􀁯􀁹􀁬􀀠Chloride
(PVC) pipe." UJAistecJ in the fOUl thmugh lwdve inch slzt:S fur juining UL·list<-d ductile iroll tluing:; [() UI...Ibrcd, Cfnb1i ISO PVC pressure pipe. The mllximulll :tll()Wllhle joint
tictle<.:(ioll is tlve 􀁵􀁣􀁧􀁲􀁣􀁣􀁾􀀮􀀠Factury Munl:11 ap(1t'ovetl tbr U!lie on DRill PVC pipe in Ibur through twelve inch 􀁾􀁩􀁚􀀼􀀮􀀧􀁓􀀮􀀠' For 1"513'3.1IOn on IPS PVC PIpe remove
5pilctlfS and replace screws, lnslall f.'l8t inslructlons. ,. For InsrnUa110n cn C.gOO pVC Pipe use as teCelved and inslaH POI' Instructions. T C·9oo pvc PIP!; 􀁾􀀠REMOvEY 􀁾􀁓􀁐􀁁􀁃􀁅􀁒􀁓􀀠􀁾􀀠IPS
pvc p,pE ') IPS pvC PIPE The fast9St and most economfctll method of teS1lainlng PVC pipe to mecharucaIfaJnr$. eJiminatescosHyecncrsfa thtu$tbIa(:ks 8m! corrodibttt stMf tia rods. The:
pressure: rating for the 2000PV joint restrnint is the srandanli..,d pressure "'ting afthc PVC pipe on which it is used. 2000PV jOint restr.1inrs can be used on both C-9QO and IPS OD
PVC pipe, 3" through 12". STANDAROlZED PRESSUFtS RATINGS FOR ORD1NAFrfWATER' WORKS WITH TRANSlENTSURGE& ONLY. RATINGS ARE FOa PVC P1PEAND 200U PV. ANSIIAw\VA C!lOO ASTMD2241 Ciao IPS
00 OR 14 200 PSI SDR 11 250 PSI OR1S 150 PSI SOR2t 200 PSI OR 25 100PSl SOR26 160 PSI RATtNGS FOR FEAK PRESSURES usen IN SE.WAGE FORCE MAINS AND OTHER 'NsrALLATlONS DESIGNED FOR C.VCUC
SURGES OF1·MllUON CYCLES. RATINGS ARE FOR PVC PIP'" AND 2000 pv. ANSUAWWA egaa ClOD OR 14 2.00 PSI OR IS 150 PSI OA2s 100 PSI ASTM 02241 lPSOD SOR 11 200 PSI SOA21 HiO PSI SOA26 !2SPS!

._"""'.."...,. .... -'fUr .'. Series 2000PV MECHAl'l1CAL]OINT RESTRAINr GLAND FOR USE WITH C-905 PVC PIPE The large Diameter 20nOl'V is • mech:mical joint rcstr:lint for u'"' with (>905
PVC .pipe with nominal :;izc diametets from 14 th rough 24 inches. NOMINAL PVC P1PE SERrES P1PE PRESSURE SAFETY SIZE NUMBER CLASS RATtNG FACTOR 14 2014PV Dfl25 165 Full Pipe Capacity
2014PV DR1B 235 Full Pipe CapBaty ,ince the lal'gc diameter 2()()OI'V is used 16 2016PV DR25 165 FuU Pipe CapaQty with only one pipe diameter, there arc no spacers as 2016PV OR18 235
Foil PIpe capaGlly used with the 􀀴􀀢􀁾12" 2000PV series. 18 201SPV DR25 la5 Full PIpe-Capacity 201SPV DRtS 235 2.5: 1 The large diameter 2000I'V restrnims have 2. 2020PV Dfl25 165 Futl
Pipe C'pacl\y been tcsted to pres.\-ures: exceeding the minimum 2020PV DRl8 235 2,05: t quick burst pressure requirement.'{ for the pipe 24 2024PV Dfl25 leo Full PIpe Capacity shown
ill dIe table, and have the snmc pressure 2024PV DA1B 235 2,5: 1 rntings as dlC pipe. APPLICATION VEnSATILITY Other EBAA Products for Use on PVC Pipe Series 2000SV Series 2100 Series
2800 This series is a split restrrunt The MegafhU1\lc" flange aru'prer TItis series 1S a solid ring 􀁾􀀱􀀧􀁳􀁴􀁥􀁭􀀠for the mechruucal joiu[. 􀁪􀁾􀀠a fit:kl-ad;tptolble. restraineu harness
for use on C-905 PVC Tills split restraint nllows fbr tht: fl:mging system. 111C Megatlangc pipe bells, It is composed oh repair of existing villves, fi[tlngs. adaptt:r has a i'e$trnint
ring :mu it wedge .Iction restr.tint ring that and hydrnnts where it is advisga..'iket ring to give the maximum L< .""embled on the spigot, and able to restr.lin mechantcd joints amount
of flc..."'dbflity during and • bell ring that is positioned on afsting PVC pipe systt:ms, after in.'n.nllarion. It is available behind the pipe bell. All of the The instaI1ation j5
simple anti it is for use. on PVC pipe: in the 3" components: are motde ofductile availahle in the 4" through 12" througb 24" si:t.es. h can .llsa be iron. Available in 14" through sizes.
u.:sed C)n ductile iron in aH sizes 24" sizes, and on steel in some !li7.cS. Series 􀀱􀀶􀁾􀁏􀀠Series 􀀲􀀵􀁾􀁏􀀠 JillAA.Sea['· Gasket This series is :l split? serrated This serics is
a spUt, serrated ThL, is an improved mecltan!· restraint for C-900 I'VC pipe restraint for C-907 PVC tltting eal joint lI.,;ket designed to hells. It is composed of" bells. The assemhly
,uld comcombine the e<l$C of assembly of serrated restr:tint ring that is ponents ,ire similar to the 1600 the mecbanical joint with the assemhled 011 the spigot lInd :t Serie,. Avl1ili,ble
in 4", 6" and 8" seating cap'Abilities of the pt1511..on split heH ring chat i:i :(..'t.'icmblcd sizes. joint. '!11C 􀁅􀁮􀁁􀁁􀁾􀁴􀀺􀀧􀁡􀀮􀁉􀀠J.jilsket <.."::111 behind the bell. The
rings ;lnd he split .wel used with the tie holts are made of ductile iron. 2000SV to repuir existing me· Avalh,ble: in 4" through 12" 5izes. chank:ll joint problems. AV4tllable in 4u
tl1l'Ough 48" sizes. 
-_........ y2000 PV JOINT RESTRAINT FOR PVC PIl'E Sample Specification· Listings and 􀁁􀁰􀁰􀁲􀁯􀁶􀁡􀁾􀀠,\1ct.:hanit:ai joint rcstmint shall hc incorponttc'd 􀀡􀀬􀀩􀁉􀁸􀁥􀀮􀁾􀀠4" throllgh
􀀱􀀲􀁾􀀠arc 􀁊􀁾􀁴􀁣􀁤􀀠by Underwriters inw {ht: tI...􀀮􀀧􀁳􀀧􀁾􀁮􀀠()f the tht10wcr W:md. The 􀁲􀁣􀀮􀁾􀁴􀁲􀁮􀁩􀁮􀁦􀀠1..1i>OC;UOri.cs, Jl\c.• c:ltegory 􀁕􀁊􀁋􀁬􀁾􀀠"t:ining.,\. Reminer
mech.mism shall CUIlS)Sl (if a pIUr::llh}' elf individually· 'l'ypc." with <I del1cL'tion 􀁡􀁮􀁾􀁩􀁴􀀺􀀠()f .live dL"'grCes when .H:tUlucd 􀁾􀁰􀁰􀁩􀁮􀁧􀀠surta(."(.,'s to m,n:imil.C restraint
Cilused on WAisted. Cla."is ISO PVC 􀁰􀁲􀁥􀁾􀁳􀁵􀁲􀁣􀀠pipe and :l. or.-listed llppurtcn;ulcc. '111C 􀁴􀁩􀁳􀁛􀁬􀁮􀁾􀀠numheris EX2H3!l,p;thility. (itlllld.>; sll:tU he 1l1,1I1UI:tCtul'eu
of ductile iron Sizes 4" thmugh 12" llfC approved by r.,lctory MumaJconfOrlllilllt to i\STM AS3(l-HU. (i.lf USc nn appnwed DRift PV(: pipe :tnd lneehani.cn.JThe gland shan he such thnr
it t..':lll rcpl:lcc the john appurtenances. Thc 200OJ)V rescr:till( acecds:!it:rOt.l:trdizt.:d mt.:chmlic:!1 joint 􀁾􀁉􀁡􀁮􀁤􀀠and L':!.ll be ust.-u aU r<."quircmcnts of IJNl..􀁬􀁾􀁩􀀳􀂷􀀹􀀲􀀮􀀠Wtli
t the stamJartli:t.ctlIlH:chankJ.1 joint heU (.'Onf()ml· 􀁩􀁬􀀱􀁾􀀠w ANSl/AWWA CIlI/A2L t I ilnd I\NSl/AWWA CJS;i/A21.53 of lah."St rc:vb1.on. 1wist off nuts. si1.ed Patent Information
:iame 􀀱􀁌􀀧􀁾􀀠tee·hc:td hults. shall he.: u:-;t:d tu 􀁩􀁮􀁾􀀢􀁉􀁦􀀧􀁃􀀠pl"npct' 'J11(.;' 􀁰􀁦􀁕􀁴􀀮􀁬􀁬􀁉􀁃􀁛􀁾􀀠[u'cse!1ced herein arc covered by:tt.:tu:ttilig of rcNtr:tininH dcvict:!'I.
one or IllOt'C of the folluwing patcnts: 4'5H6112. The restrnining ;!llIllds :ihall hllvc a pressurc 􀁲􀀮􀀺􀀺􀁵􀁾􀀠-j·627774. ,lH9690J. 5fl71 175. inA cqu:!lln that uf the pipt: on whidl
it is \L<;CU. The re.'itr.tiniutt Alands 􀁾􀁉􀁬􀀺􀁤􀁬􀀠huve been u..>sled 10 1􀁊􀁎􀀱􀁾􀁮􀂷i j-Special Notes92. he Uti[<''1.1 by llnderwnu.·rs: J.3borntorlcs. and ht.' 04Pi)t1)ved hy
1::tc!C)f)' MuulIIl. The rcs:tmitn :til;lU he Fur rC:it prcs:mrcs :Ibovc rhc r:ucd Pn.:::IMlrt."!I, con· the I\HAi\ 10m Series 2nmwv (ir :tpprov...:d l'qUal, suIt the: 􀁣􀁬􀁬􀁨􀁾􀁮􀁣􀁴􀀺􀁲􀁩􀁴􀀱􀁧􀀠d
epartment of EHAA Iron. Jnc. Ihr rc<.:onmu!mlmlolls. PVC PIPE 00Dunensional Data <;100 IPSASTM nO 0>' NOOF PWl'TH HUTS PIPe: SHIPPING A_AK, ""''' SEHIES C 0 F J M X WECOes eOt.TS P TWIS"I"EO
OFF sIZe WEIGHT c.oo 011.&5 2003PV 4.84 1.55 3.S0 S.19 0.50 314 4 4 9.8 a.6 7,69 3 7.0 3.5 2004PV 5.92 1.S8 4.90 7.50 0.50 7/8 4 4 10.5 9.5 9.13 4 a.a 4.8 4.5 200apV 8.02 1.S8 7.00 9.50
0.50 7/8 S 6 13.0 12.1 11.13 a 12.1 6.9 6.625 2008PV 10.17 1.68 9.15 11.75 0.62 7/8 6 6 14.5 13.6 13.38 8 16.3 9.05 8.625 2010PV 12.22 2.10 11.20 14.00 0.62 7/8 8 8 17.0 16.0 15.63 10
26.0 11.1 10.75 2O'2PV 14.32 2.10 13.30 16.25 0.75 7/8 8 8 '9.0 18.1 17.88 12 31.4 13.2 12.75 2014PV 16.40 2.25 15.49 18.75 0.875 7/8 10 10 21.7 20.85 20.38 47.S 15.3I. 2016PV 18.50
2.25 17.58 21.00 0.875 711l 12 12 23.8 22.95 22.63 16 52.8 17.4 2018PV 20.60 2.25 19,68 23.25 '.125 7/8 12 12 25.9 25.05 24.88 18 6'.8 19.5 2020PV 22.70 2.25 21.79 25.50 1.250 7/8 14
I. 28.0 27.15 27.13 20 70.9 21.6 2024PV 26.90 2.75 25.99 30.00 1.420 7/8 16 16 32.3 31.45 31.63 24 92.9 25.8 203QPV CALL FOR AVAILABILITY 30 32.0 2036PV CALL FOR AVAILABILITY 36 38.3
SECTIONA·A o SPACER c SECTION s.) J F. II A AIR 0 N S A I. r: S, 1 N C. 􀁉􀁾􀀠0. IlOX H'i? llt\'I..!"fLANIJ.TEXAS 76·i-1H I f.SI\ HI7/629 1731 HOO 143.1 1716 FAX 11171 (,29 H931 
Hydrant Spotters Fire-Lite markers are blue. Bright, unmistakable blue. These reasonably priced When seconds count, count on Stimsonite') Instantly spot hydrants from as far as 1000
feet! The Fire-Ute Hydrant Spotter guidance. Sut only pavement marker helps fire departments immediately locate their city's fire hydrants-saving crucial lime on every alarm response_
Inexpensive Placed on the roadway directly across from each hydrant, on either the center line or the right hand lane line. the Mlliant blue reflective marker signals hydrant location
irom up to 1000 feet away. The raised marker is the same markers offer greater cost-effeeliveness than other hydrant marking systems, Fire department personnel can install them when
not busy with other duties. Easy to install Stimsonite's high strength adhesives. Pressure-sensitive adhesive pads are also available. Spotlight your hydrants with Stimsonile Fire-Lite
Hydrant Spotters. For information or a quole, type that your state highway Each Fire-Lite takes only a couple contact your Fire-Lite distributor, department approves for traffic of minutes
to instali using Or call or write S;;:nsonite loday. Distributed by: [STiMSONI7EJ Stimsonite Corporation 7542 N. Natchez Ave., Niles, IL 60648·3804 (708) 647·7717 FAX (708) 647·1205

., )'" ••.• ,'--.,!•• 􀀬􀁾􀀬􀀭􀀬􀀠.• --•-----------------􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀁾􀁾􀀠. ---.. A rnndom let ofrettw:tlecloo! shall be 􀁾Specific inte:lsity shall be 􀁾at 􀀳􀀰􀁟􀁾􀀠m (loo ree')!e$I
<li>t=:; spacing between 00= =Iaand t=-"'PfCr =k:rshall be 5_33 an (2.1 in). rece-ptar diame!et and sourc: di_shall """" be 2.54 ¢ll1 (1.0 in). Othc: te:!t di_15.2 m(50 fm) snd above
may be UllCd provided that 􀁴􀁨􀁥􀁾... 􀁾􀀠requ.it=ents "'" met. (&:e ASTM E&09, 􀁾Photomotric Cbarncl<:ristics ofRetroretl."...,.,). 3. -COLOR _Color.m.n conform to the ""lor lI'quirement3
ofASTM 04280. Test method i. provided in ASTM 4280 i.ir"'luired. PHYSICAL PRorE!,;TlES 1_ FLEXURAL STRENGTH flEQUlllEMEhTS _ MarI:<:s conditioned to 23....1-2"C (73.4°./+3.6°F) shall
Slllll>Ort ,load of 909 kg (2000 lb •. ) .. II!)Iltied in the following!IlllO.n<!t: A l1IIlOOm sample at thr<:e mari:.= shall be selected for 􀁾􀁴purp<>.... _ Tn w:ordance wid:! ASTM
1)4280, =Ier tile Illlll"kc' bose down over the open end of. hollow metal cyIi.cdcr 1.5 em (1 in.) high, 7.6 em (3 in.) !.D., 8.9 em (3.5 in.) 0.0. Apply aloed to tile top ruth<: marI:e:r
throlJih 􀀮􀁬􀀮􀁾􀀠cm(l in) diameter by 2.S c:n (I in.) high metal pllJ!! =tered on the top ofthe mari:.er. Rate ofloaditlg shall be 0.5 em (0.2 in.) pet minute. F.illure shall eonrubili:
either 􀁾or :oigniliCOllI d<:fotmatioll .fthe nwXer at lilly load ofI .... than 909 kg (2000 lb•.). 1. RESJST.4NCE TO LENS ClUCXJNG (Note: On two color unilS, the red I ..... ma.y not
be glass 􀁣􀁯􀁾and ifso mould llOt be subj""ted to impact 1eSt.) tI. Sampling ArandDm sample of1DIIIi;= to provid<: !0 lenses for ...:ll test (20 lQW) shall be ",*"ted from eoch lot.
B. 1mpacl r<1ting C""dition the mari:.ers in 4 convection oven at S4"C (130"1') Cor one hour. &t the lDIIIi;er on a st.:clfixture dl!signed to hold the reflecting face horizonf1ll IIIld
SCI the fixture in & solid tlIIrf:o:e sw:l! as a """"",I<; floor. While at the elevated ttmpenrure, iJnpaJ:t the rellective ra.c by aIlowitljj & 190 gIll (0042 lb.) dart fitted with
• 0.64 0.64 Ql (O,25m.) radius sphcricol head 10 drop 45.7 em. (18 in.) 􀁾􀁣􀁵􀁬􀁡􀁲􀁬􀁹onto the eenr.:rofthe reflective t!IIrface. Cracks in the imps<:! ...... shall be. 􀁾􀁬􀁹,""""""iric
in 􀁾􀀢􀀢􀀮􀀠There shall he no ltlOl'e than twO mdia! cracks longer than Mol em (0.2S in.􀁾􀀠There shall he no nullal =clcs extending to the edge of the g!as3. , c. r....l"Iralll,..
Cycling SUbjes:t samples 10 3 "cles ai6D"C (l4O"F) for 4 Mut3 follo....'ed by 1"C (:looF) for 4 hours. There shall he no =cldng or delamination following tcmpc:rarure cycling. D. 􀁔􀀮􀀬􀁬􀁩􀁬􀁭􀁮􀁃􀀧
􀁾􀁳􀀠In either the impw;t or temp<t1ltUre <yoling to!!, if90% 􀀨􀁾􀀠1_) of the test samples meet the .bove requirements, th. klt shall be BOCtptabk. Failure of 3 1=of tI>.e sample ,ball
be cause for rejection of the lot. Fsilure 00 l.:nseo W1l1 u.:=sit.uc a rewnple of 10 a.d4itionallenses. Failure of more Ulan I lens of !he resa:mple shall be c'''''"' Cor rejoclion
of the lot. J. BOND STRENGTH TEST Sand billS! ead on.1 em (2 in.) dlamele!' by 5.7 Ql (2·114 in.) IOU!! SI<cl 1<:.1 pllJ!!S with • threaded hole in the alb.,. end. Condition te:rt pllJ!!:!.
pavement marl:ern, and specified a.dhesive (Stimsonite Tipe 88 Epexy) at 23'+/·2"C (i3.4'./;'3.6'F) for at 1_ 4 M\Jr.l heiore !i:sting. Mi." the specified adhesive until the mi= shows
no streak!!. Platt adhesive on iIle cet.ter of the bottom surface of the marl:cr and spread • layer ofadhesive on the sandhl.o.sted surf""" of the test plug. Press plug fumly in the
G1mll:t or the marker with • l"'i>1ing motion. With a "'I_cd e::d IQal remOVe any adhesive wbien.XIr'tIdd {rom under the plug. After 􀁾􀀴􀀠hoW'S cur. at 23'+/· 2"C (i3A'+/. 3.6"1') =ure
bond stren;th 􀁾A lmsile 1c:lting macl>in. adjusted to travel at 0.5 <m (0.1 in.) l"'" minute. Te:rt fixture 3haU he d..igned to provid<: unifonn load distribution. Bond 􀁳􀁴􀁲􀁾1= lhs.n
35.1 kll/cm' (500 psi) sball he can.<id¢red a failure. . . March, 1994 Priotcrl in U.S.A. (Sup<t'"..<rl<:! 1M,",,"/. 1991) 
SP£CIFICATIOI'1S fOR .IJIRASION "RESIS rA.'Il PlUSMATIC.lU.TRO.lU.YUCTIYE P.'V£!tITNT MARXLl< ClIiERAL D£SClUl'TIOt'l Marlc"", shall consist of an =lic plastic :!h<U filled with 4 tightly e.dhc:'ent p<>tting CODlp<>urui The sboU :!hall cootain
one Cf two j\la&' cov<red prismatic retroretl<dive faces as required to reJlect inci<knt light from l single or oppooite dite<:tiCll.'!. l)f1'AlLXD SPllClFICATIONS I.. DESIGN AND FABRIC4TION
,4_ Dim<1tJ/ona/D't1ii/.. Ov<:r.1l1 Dim=ions 10. 16 em X10. 16 = xl.78 em (4 in. x 4 in. X 0.70 in.) Slope 􀁯􀁦􀁒􀁣􀁾F""" 30· to ba.", . At"" o( E.:l<:11 Reflecting Sut!i1ce 21.0 sq.
em. (:l.1S sq. in.) E. Maurial The shell shall b<o moldo:! of merJIyl me:hacry!i1I¢ conforming to ASTM D788 GCllde 3. Filler shall b<o • p<>tting <OmP<>Wld sc:!eoted for >ll'eng'.h,
reoilienee, aOO 3dhcsion adequate to p!lSS physical requirements as outlinocl b<:!ow. . . C. Svrfoct . Thin lllJ,,,,npered glJIss shall b<: bonded 00 !hi! prismatic retroreflective f""""
to provide an =e:nely lwd d\lr.lble abrasion rc:sist.l!lt sudi=. The lit"" covered by the glass shall not be 1"",,!han 19.35 sq. om (loo sq. in.). The outer:surt1lce Qfthe ,hell shall""
smooth eX""Pt (or 􀁰􀁾ofidentifleruion. The ba:!e of the marl:a shall be sub,tantially free from gloss and mbS1ance5 thai may reduce it, bond to adhesive. OPTIC.AI, l!EQ1;mtMl'KTS 1.
DEr/NITIONS _. 'C.C Horizontal eolrnnce angle shall meon the angle in the horizontal plane bo\Wee:l the direction of incide:!t light and the norm:.i ;;" . the 􀁬􀁥􀁡􀁤􀁩􀁮􀁾􀀠􀁾􀁥"fthe
marker. -. ObservatiOJl iIIlgle.shall m= th.: angle at lb..: reflector belwee:n the illumination axis and the obs<:rvation oxi3: Coefficient ,fLuminous Intensity (CU.) ohall mean the
ratio of the luminous intdSily oflb.e retrorc&clor in the directiOll of obSC:-Va(ioQ to the illuminance at the retrordlector on a plane 􀁾􀁣􀁵􀁬... to the direction o( the incide:lt
light. For nuui;=, elL is c"Presstd in millicandelas per incid<:lt lux (medllx). The cquival<nt En&Ji.n term i. Specific lilteosity(Sl) expr""""; in =dl.s per foot """die (edlft e).
1. OPTIC·V. PeRfORMANCE A. Cocfficialt ofLuminous Intensity (Specific Intensity) . For ""'h lo! Cllflsisting of 10,000 mark<:<s or lcs3, "'!«:! 20 lll4I'kcr:lat mndom fur coefficient
ofluminoU5 􀁾􀁩􀀽􀁩􀁴􀁹􀀠ch=k. Photometer in =rdance '.ith procedure 2C. Coetlidmt ofJuminous intensity ofeach retroreflecting sunac.: 3ball be.ool I"", than sho,,"n in Tahle I wilen
the inci<knt light is patall.! £0 the ba:!e of the marter•. Failure ofmore tJian lOOt. of the 􀀽􀁉􀀧􀀡􀀺􀁦􀁬􀀼􀁣􀁾􀀠f"""" shall b<: cause for rejection of the lot -TABU 1 COEFFlCIF.NT
OF LliMP.iOUS C'<TENSITY (SPEClFIC INTE.'lSlT{) R£Qtl!.R.EMEl·,-rs 􀁏􀁢􀁡􀀮􀁣􀁲􀀮􀀧􀁾􀀼􀀬􀀩􀁮􀀠Heri.",:oouJ 􀁆􀀮􀁬􀀱􀁾􀀠<:,"""""'" 􀁯􀁻􀁾lIl_ity spociti. In<=ny .""&le .<\ruJlc mcdiI.,
(<1<'1'''''') (&i!t""'l V,1li.. y.Uow Rc.l 0.-BI"" White YdlQW Red 􀁾Blu(I -01 o 17? 167 70 93 23 3.0 L3 0.7' 1.0 O.::S 0.1 20 III .7 l8 37 10 1.2 0.1 0.3 OA 0.1l B. Abrosivn 􀁒􀁤􀁾􀀱􀀮􀀮􀁬􀁮􀀮􀀺􀀺􀀮
􀁥􀀠5<1",,[ at fOmjom lour retroret1""tive fare.; proviously 􀁰􀁡􀀧􀀡􀀮􀀼􀁩􀀮􀁾􀀠the specific intensity reqllin::ru:::l13. Place on """h r<trcrd1<ctiv< lace. 2 5 +1-0.1 Cnl (1.0 +1.
0.1 in.) diameter pad o{No. 3 C<l4l''''' """,I "'001 oonforming to Federal Spc;:ili""tion f"i-W-1825A. APl'ly a load of22.7 +1-0.2 kg (50 +1· 0.5 Ibs.) and rub !hi! entire :l1l1'face
](J{) limOS. Pho[omc",," ill o.:.:cnl.'Ul'" with pro<O\Jure 2C. Failure 3llal1 constitute Ic,", in reflex of IUe<lk': than 25% oforiginal val.... The failure ,,( mnr. dUlU one ret."OreO.:otivc
/lIc.e sbsll b<: call-'" [or rejex:tion of the lot (Note: On tw(l ,olor unib the red 1= may not '" (O.de,] with 􀁾􀁬􀁡􀀮􀀢􀀬􀀠and if .", ,hmM not b< "br.kJ.) COIlti.,,,,,,j . 
.. -: 􀀨􀁾MUELLER BRASS CO. PORTHURON,MICHIGAN48060 Date ________ Contractor _____________Customer Street No. ____--________ Address ______________ City & State __________􀁾___ Contract
No. Order No. Job Description Attention Location PRODUCT SPECIFICATIONS CERTIFICATION OF CONFORMANCE Mueller Brass products are manufactured in conformance to the latest revisions of
the following recognized industry standards. o WROl COPPER AND COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS -To ANSI B16.22. o CAST COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS -To ANSI
B16.18. o CAST COPPER ALLOY FITTINGS FOR FLARED COPPER TU8ES -To ANSI B16.26. ( STREAMLINE COPPER WATER TUBE -TYPES K, L & M -To ASTM 888 and WWT-799. o REFRIGERATION FLARE-TYPE FITTINGS-To
SAEJ513. and Military Standards MS-16993, MS-35867 thru MS-35873 inclusive, MS-35919 and MS-35926. o STREAMLINE COPPER REFRIGERATION SERVICE TUBE -To ASTM B280, and WWT-77S. o STREAMLINE
NITROGENIZED ACR HARD DRAWN COPPER TUBE -To ASTM B88 -Type L, in accordance with ASTM B280. o OXYGEN SERVICE TUBE -To ASTM B88, Types K and L -hard drawn lengths only -in accordance
to CDA cleanliness specifications and NFPA S6F. Seamless Copper Tube cleaned for Oxygen Gas Service. o WROT COPPER AND COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS -DWV -To ANSI B16.29.
o CAST COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS -DWV -To ANSI B16.23. o STREAMLINE COPPER DRAINAGE TUBE -DWV -To ASTM B306. o COPPER PIPE -To ASTM B42. o RED BRASS PIPE -To ASTM B43
-Can be supplied in hard temper. Yours truly, MUELLER BRASS CO. By 
,enes 007 %" -2", 007DCDA 2" )Quble check valve assemblies Backflow preventers designed ro protect potable water supplies in accordance with national plumbing codes for non-health hazard
cross connections and continuous pressure applications. Provides protection against back siphonage and backpressure backflow. 5pecifications All sjzes supplied with resilient seated
shutoffs Sizes: Y.." -1" (15-25 nun) have tee handle shutoffs. 11'4" -2" (32-50 mm) have lever handle shutoffs. For supply pressures up to 175 psi (12.1 bars). Water temperature: sizes
112" -2" (13-50 mm) from 33"P to 1800 p (.55°C to 82°C). 'low Charts SeE. page 37. 38. Di1TLensionslVVgts_ Features • Line sized construction for reduced fouling • Replaceable seats
and seat discs 007M.lQJ: '14" • No screws in the waterway for reliable opera don • Captured springs for safety • Top entry, single cover for access ease • Top mounted test cocks to simplify
testing For additional in/brmation, request ES·007. For WattsBox Enclosures, request ES-WB and ESES·WB·T. Options add Suffix: PC -with internal polymer coating S -with bronze strniner
LF -without shutoff valves LH -with locking handle ball valves (open position) SH -with stainless steel ball valve handles U 􀁾􀀠union connections HC -with lire hydrant connections (female
hose swivel x male NST) add Prefix: SS -with 316 stainless steel backflow preventer and ball valve shutoffs. STRAINER DIMENSIONS Siz. (DNI M N 'NI in. mm in. mm In. mm in. mm 2l-\ 70
2V. 57 10 254􀁾􀀠15 B % 20 3l1ts 81 2% 70 10 254 3% 95 3 76 12 3051 25 1\'ii 32 4';', 113 3'h 89 20 508 􀀱􀁾􀀠40 4% 124 4 102 2'2!<1 578 2 50 50/\s 151 5 127 28 711 'Dimensions reqUired
(or screen removal. P WeightSize (DN) A B C DOnl: Ibs. kG,in. mm In. mm in. mm In. mmModel No In. mm --4'h 2.00070T 62131 10 250 314 79 2% 60 % 19'h 15 --5 2.3007M30T 62020 % 20 11%
282 4 100 3100 79 'Ii 22 13Y< 337 5100 130 3% 98 lV. 32 --12 5.4007M1QT 62306 1 25 i 16% 416 5 127 3'h 89 1'h 38 --23 10.4007M2QT 62681 1'14 32 007M2QT 62436 1'h 40 16l-\ 425 5 127 3'h
89 Ph 38 ----27 12.2 007M1QT ....--62427 2 50 --25% 11.719'h 495 6'14 159 3l1, 95 2'h 64 --5* 2.5007QT-5 62132 10 250 6 150 2% 60 % 19'h 15 --6% 3.1007M3QT·S 62021 % 20 11100 282 6100
156 3100 79 % 22 -14 6.5007M10T-S 62308 13V. 337 7% 197 3i'\ 98 1'14 321 25 --26 11.7007M2QT-S 62450 16% 416 7 178 3'11 89 I'll 381\'4 32 16l-\ 425 7 178 3¥.! 89 11> 38 --351> 16.0007M2QT·S
62616 1'h 40 !00"'· 'IT-5 62428 2 50 --33'h 15.219'11 495 8% 222 3% 95 2'11 64 12V. 311 97 44'Ot jAOSV* 62665 2 50 35% 892 11 279 12V. 311 2V. 57I §. Contact your local Walls Agent or
call Customer ServICe (978) 689-6066 (or other models Dnd order numbers or refer to PL·WR. For Umon Models refer to £5-007. * . models come with CFM/GPM meters. For GPM codes see price
list. 'B dimension is (rom the lowest part of the volve (the unmachined relief part) to the highest port of/he gate/ball valve shutoff. watts regulator· backflow products division 
Plum & Valves "lammond plumbing and heating valves are designed for the end user. To the wholesalers. engineers and con.factors this means you are buying. specifying and installing valves
that have become the mainstay in the plumbing-heating-cooling industry. Every valve made by Hammond sees service before it goes into the jobbecause 1t passes rigorous quality checks
before it leaves the factory. GATE VALVES Features Features • 125WSP-2oo WOG (10 353·F) WOG (to 353·F) Rating Rating .. Bt'QtI.Ze Body • B"""",Body .. Threaded Ends • SollkrEnds .. Threaded
Bonnet .. 'I'hn:aded Bonnet • 125 WSP -200 • Nw.Rlslrq; Stem • Non-:R.islng Stem .. SoUdWedge• SolIdWq. • InlegralSeat .. Integral Sut .. Iron Handwheel .. lronHandwbecl .. Sizes 1/4"
thru 3" .. Sizes 3/8" thru 3" . 667 . 668 Features Features • 200 WOG Raling • 200 WOO Rating .. Bra55Body .. BnssBody " Solder Ends: .. Thruded Bonnet • 'I1lre.adedEnds " 'l'hreadedBonnet
.. 􀁎􀁯􀁯􀁾􀁒􀁉􀁳􀁩􀁮􀁧Stem • Non-RIsing Stem .. SoUdWulge • Solid Wedge • Integral Sett .. Iron HandwheeJ • InlegralSeat • rron H.ndwheel .. Sizes 3/8" thru 3"• SJzes 114" thru 4" 667-20
668-20 Features Features Features Features ·2ooWOG ·2ooWOG • 150WOG • 150WOG Rating Rating Rating Rating • Drainable Brass • Drainable Brass • BrllSS Body .. BrassBody Body Body .. Threaded
Ends • SoId<rEnds .. Threaded Ends .. Soldtr Ends .. Thruded Bonnet .. 'Ibreaded Bonnet .. 'Threaded Bonnet .. 'I'1t.readtd Bonnet .. Non-Rising Stem .. Non-R1s.ing Stem .. Noa",RJsIng
Stem .. Noa-R1singSb!rn .. Solid Wedge .. S<lUd Wedge .. Solid Wedge • Solid Wedge .. Intt:gral Seat • IntegralSeat • IntegralSea, • Integral Seat .. Iron Handwbee.l : • Iron Handwhecl
Iron ilandwh..J• Iron Harulwb..J • Sizes 1/4" thru • Sizes 1Il" ihru 211 • Sizes 112" lhru • Sizes 112" thru I" Quality Since 1911 27401 10192 12 HAMMONDVALVE 
-------I .. BID NUMBER 02-30 SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF MARSH LANE WATER LINE , PRELIMINARY 7/(! 7.------1J2e 1/1 ..ek-?:tJ pi?fl'ri!4e􀁾􀀠U'4j
/h./2-vrs 171V 3/5/,p2... PREPARED BY BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS FEBRUARY, 2002 
(ftt! BID NUMBER 02-30 SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF MARSH LANE WATER LINE PREPARED BY BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS
DALLAS, TEXAS FEBRUARY, 2002 
SPECIFICATIONS, CONTRACT DOCUMENTS AND PLANS FOR THE CONSTRUCTION OF MARSH LANE WATER LINE FOR TOWN OF ADDISON, TEXAS , , Prepared for: \ Town ofAddison P. O. Box 9010 Addison, Texas
75001 Prepared by: Birkhoff. Hendricks & Conway, L.L.P. 8333 Douglas Avenue, #820 Dallas, Texas 75225 January, 2002 
TABLE OF CONTENTS Section AB Section IB Section PF Section CA Section PrB Section PyB I I, Section MB Section BP Section GP ) Section SP Advertisement for Bids Instructions to Bidders
Proposal Form Contract Agreement Performance Bond Payment Bond Maintenance Bond Contractor's Affidavit of Bills Paid General Provisions Standard Specifications for Public Works Construction,
North Central Texas (separate document not furnished) Special Provisions 􀁾􀀢􀀢􀀢􀀢􀀠.... 100FT " 􀀺􀁾􀀺􀀮􀀬􀀺􀀮􀁾􀁾􀀮􀀪..··...􀁾􀁴􀀱􀁾􀁴􀁴􀀬:*..... ..... *" :*,. ".*1,,..............................
...... 􀁾􀀠,. JOHN W. BIRKHOFF J 􀁾....:..........................:... 􀁾􀀠". 137' 􀁾􀀧􀁾􀀢􀀮􀀧􀀢􀀠54 Q .:£1:..􀁬􀀧􀁢􀀧􀀮􀁾􀀼􀀤􀀧􀀠«;...§)':Ie 􀀢􀀧􀀭􀀢􀂷􀂷􀀮􀁾􀀯􀁓􀁔􀁜􀀺􀀮􀁾􀀮􀂷􀂷􀁾􀁷e.'·>5'>5'
..••..... 􀁾􀀰􀀠w ", IONAl € ....... ,,"'...,,' THESE DOCUMENTS ARE FOR BIDDING, CONSTRUCTION AND PERMIT PURPOSES. QRUBA Date: 2//'1/OZ j:\ckric3lladlfuon\i999-I23 mmh wIlrrwsh lane\spccs\teeh-sp\ind
Cl.doc 
SECTION AB ADVERTISEMENT FOR BIDS J AB-J 
SECTION AB ADVERTISEMENT FOR BIDS L Sealed bids addressed to the Town ofAddison, Texas, for Marsh Lane Water Line in the Town of Addison, Texas, hereinafter called "City" in accordance
with specifications and contract documents prepared by Birkhoff, Hendricks & Conway, L.L.P. will be received at the office of Bryan Langley, Assistant Finance Director, Finance Building,
5350 Belt Line Road, Addison, Texas until 2:00 p.m. on _-:--:--"._-:--:--:c" 2002. Bids received by the appointed time will be opened and read aloud. Any bids received after closing
time will be returned unopened. 2. The Contractor shaH identify his bid on the outside of the envelope by writing the words MARSH LANE WATER LINE, Bid No. 02·30. 3. Bids shall be accompanied
by a cashier's check or certifled check upon a national or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town
of Addison, or a bid bond in the same amount from a reliable surety company licensed by the State of Texas to act as a Surety and be listed on the current U.S. Treasury Listing of Approved
Sureties, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its authorized agent as a guarantee that the bidder will enter into
a contract and execute a Performance Bond within ten (10) days after notice of award ofcontract to him. 4. Plans, speciflcations and bidding documents may be secured from Bryan Langley,
Assistant Finance Director, Finance Building, 5350 Belt Line Road, Addison, Texas. No fee or deposit for documents. 5. The right is reserved by the Mayor and the City Council as the
interests of the City may require to reject any or all bids and to waive any informality in bids received. 6. The Bidder (proposer) must supply all the information required by the Proposal
Form. 7. A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount.
Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety and be listed on the current U.S. Treasury Listing of Approved Sureties. 8. For information
on bidding or to secure bid documents, call Bryan Langley (972) 450-7090. For information on the work to be performed, call Steve Chutchian, Town of Addison (972) 450·2886 or John Birkhoff
of Birkhoff, Hendricks & Conway, L.L.P. (214) 361-7900. 9. The project consists offurnishing and installing perimeter fencing in accordance with the specifications. 10. Estimated quantities
for major items include the following: Description Quantity 8" Water Line 2,400 L.F. 10" Reinforced Concrete Pavement Replacement 5,000 S.Y. 11. No Pre·Bid Conference will be held. TOWN
OF ADDISON, TEXAS AB-2 
SECTION IB INSTRUCTIONS TO BIDDERS !B-1 
SECTION m INSTRUCTIONS TO BIDDERS A. PROJECT: Marsh Lane Water Line in the Town of Addison. B. PROJECT DESCRIPTION: This project consists of furnishing and installing 2,400 linear feet
of 8-inch waterline in accordance with the specifications. C. PROPOSALS: Proposals must be in accordance with these instructions in order to receive consideration. D. DOCUMENTS: Documents
include the Bidding Requirements, General Provisions, Special provisions, Technical Specifications, Drawings plus Addenda which may be issued by the Consultant during the bidding period.
Bidding Documents may be viewed andlor obtained under the terms and conditions set forth in the Advertisement for Bids, Section AB ofthis Project ManuaL E. EXAMINATION OF DOCUMENTS AND
SITE: Bidders shall carefully examine the Bidding Documents and the construction site to obtain first-band knowledge of the scope and the conditions of the Work. Each Contractor, Subcontractor
and Sub-subcontractor, by submitting a proposal to perform any portion of the Work, represents and warrants that he has examined the Drawings, Specifications (Project Manual) and the
site of the work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character of the equipment and other facilities
needed of the performance of the Work; the character and extent of other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances
that may affect the performance of the Work. No additional compensation will be allowed by the Owner for the failure of such Contractor, Subcontractor of Sub-subcontractor to inform
himself as to conditions affecting the Work. F. INTERPRETATION OF DOCUMENTS: If any person contemplating submitting a bid for the proposed Contract is in doubt as to the meaning of any
part of the Drawings, Specifications (Project Manual) or other proposed Contract Documents, he may submit to the Consultant, not latcr than four (4) calendar days prior to the date date
set for opening bids, a written request for an interpretation or clarification. Bidders should act promptly and allow sufficient time for a reply to reach them before preparing their
bids. Any interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretation or ruling will be held binding upon the Owner. G. SUBSTITUTIONS:
Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special Provisions. Request for substitutions must be received
by the Consultant seven (7) calendar days prior to the established bid date. H. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents during
the bidding period will be issued in the form of Addenda and a copy of such Addenda will be mailed, faxed or made available for pickup to each person who has been issued a set of the
Bidding Documents. Addenda will be a part of the Bidding Documents and the Contract Documents, and receipt of them shaH be acknowledged in the Bid Form. All such interpretations and
supplemental instructions will be in the form of written addenda to the contract documents which, if issued, will be sent by U. S. Mail, facsimile, or available-for pickup to all prospective
bidders (at the respective addresses furnished for such purposes) not later than three (3) calendar days prior to the date fIxed for the opening of bids. If any bidder fails to acknowledge
the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda has been acknowledged. ffi-2 
[ COMPLETION TIME: A reasonable completion time has been established by the Owner and is indicated in the Proposal Form. J. PREPARATION OF BIDS: Prices quoted shall include all items
ofcost, expenses, taxes, fees and charges incurred, or arising out of, the performance of the work to be performed under the Contract. Bids shall be signed in ink. Any bid on other than
the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder. Bids containing any
conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in words and figures Or they may
be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in the figures, the price in writing will be considered as the bid.
Failure to submit all requested information will make a bid irregnlar and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership,
give full name of all partners. When bidder is a corporation, bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal
signature of an officer authorized to bind the corporation to a contract. K. SUBMITTAL OF BIDS; Sealed proposal will be received at the time, date and place stated in the Advertisement
for Bids. Proposals shall be made on unaltered Proposal Forms furnished by the Consultant. Submit proposal in an opaque, sealed envelope addressed to the Owner and plainly mark on the
outside of the envelope the project name, and the name and address of the bidder. The Bid Bond must be completed and signed by each bidder and submitted with the bid. Submit Bids by
mail Or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. L. MODIFICATION AND WITHDRAWAL OF BIDS: Prior to the time set for bid
opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by a person legally empowered to bind the bidder. No bidder shall modify,
withdraw or cancel his bid or any part thereof for thirty (30) calendar days after the time agreed upon for the receipt ofbids. M. DISQUALIFICATION OF BIDDERS: Bidders may be disqualified
and their proposal not considered for any of the following specific reasons: I) Reason for believing collusion exists among the bidders. 2) Reasonable grounds for believing that any
bidder is interested in more than one proposal for the work contemplated. 3) The Bidder or his surety being currently in any litigation against the Owner, or where such litigation is
contemplated or imminent, in the sole opinion of Owner. 4) The bidder being in arrears on any existing contract or having defaulted on a previous contract. 5) Lack of competency, responsibility
or financial capability as revealed by the bid questionnaires, financial statement, etc. 6) Uncompleted work which in the judgement of the Owner shall prevent or hinder the prompt completion
ofadditional work if awarded. 7) Failure of bidder to use Owner's form of bid bond in submitting his bid, or submission of a cashier's check drawn on a state or national bank not located
in the Owner's jurisdiction area. 8) Unbalanced value ofany bid items. !B-3 
N. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, the selected bidder shall, within five (5) calendar days, submit the following: 1) A designation ofthe portions
of the Work proposed to be performed by the bidder with his own force. 2) A list of names of the subcontractors or other persons or organizations, including those who are to furnish
materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the Bidding Documents or as may be requested by the Consultant.
3) The bidder will be required to establish to the satisfaction of the Owner and the Consultant the reliability and responsibility of themselves and proposed Subcontractors and suppliers
to furnish and perform the Work. Bidder to provide experience record, including contact references (names and telephone) and dollar size ofproject. O. AWARD: The Owner reserves the right
to accept any or to reject any bids without compensation to bidders and to waive irregnlarities and formalities. p, EXECUTION OF THE CONTRACT: The successful bidder will be required
to enter into a contract with the Owner within ten (10) calendar days of notice by the Owner that his bid has been accepted. Failure to enter into contract within the established time
limit without proper justification shall be considered grounds for forfeiture ofthe bid bond. Q. CONSTRUCTION SCHEDULE: It is the Owner's desire to have the project completed and operational
in as short a time as possible. The number of calendar days for completion of the project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued
in a manner to fucilitate a smooth construction of the project. In no instance shall the number of calendar days for completion of the work measured from the proposed date ofbeginning
exceed Ninety (90) calendar days. R. UQUIDATED DAMAGES: The time ofcompletion is the essence of this contract. For each calendar day that any work shall remain uncompleted after the
time specified in the proposal and the contract, or the increased time granted by the Owner, or as equitably increased by additional work or materials ordered after the contract is signed,
the sum per day given in the following schedule shall be deducted from the monies due the Contractor: $240.00 per Calendar Day The sum of money thus deducted for such delay, failure
or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default
after the time stipulated in the contract for completing the work. The said amounts are fixed and agreed upon by an between Owner and Contractor because of the impracticability and extreme
difficulty of fixing and ascertaining the actual damages the Owner in such event would sustain; and said amounts are agreed to be the amounts of damages which the Owner would sustain
and which shall be retained from the monies due, or that may become due, the Contractor under this contract; and ifsaid monies be insufficient to cover the amount owing, then the Contractor
or his surety shall immediately pay any additional amounts due. If the contractor finds it impossible, for reasons beyond his control, to complete the work within the contract time as
specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions. S. FORM OF CONTRACT: The contract for the construction of the
project will be drawn up by the Owner. A sample form of agreement is included in the Contract Agreement Section. IB-4 
T. BONDS: A Perfonnance Bond, a Labor and Material Payment Bond and a Maintenance Bond each in the amount of 100% of the contract will be required by the Owner. Sample fonns have been
included in the Perfonnance Bond, Payment Bond and Maintenance Bond sections. U. BID SECURITY: Bids shall be accompanied by a cashier's check or certified check upon a national or state
band in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a reliable surety
company as a guarantee that the bidder will enter into a contract and execute Perfonnance Bond within ten (10) calendar days after notice of award of contract to him. Such checks Or
bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining checks or bid bonds will be returned promptly after
the Owner has made an award of contract, or, if no award has been made within thirty (30) calendar days after the date of the opening ofbids, upon demand of the bidder at any time thereafter,
so long as he has not been notified ofthe acceptance ofhis bid. V. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting the bid to bind
the bidder must be included with the bid. W. CONSTRUCTION STAKING: Benchmarks and horizontal control are shown on the plans. X. FINAL PAYMENT: The general provisions for Final Payment
shall be as stated in Item 1.51.4 of the North Central Texas Standard Specifications for Public Works Construction (1983 Edition) including all Amendments and Additions. Prior to final
payment the Contractor shall provide the Owner with the following items: 1) A Contractor's Affidavit ofBms Paid in accordance with Section BP. 2) A Consent of Surety Company to Final
Payment. 3) A complete set of Record Drawings which indicate all construction variations from the original construction documents. 4) A two (2) year Maintenance Bond in the amount of
one hundred percent (100%) of the contract in accordance with Section MB. END OF SECfION m IB·5 
SECTION PF PROPOSAL FORM PF-l 
BID FORM ,2002 TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents, and
the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for completion
of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed by: ____________ ACKNOWLEDGMENT OF ADDENDA: The Bidder
acknowledges receipt ofthe following addenda: Addendum No. 1 Addendum No.2 Addendum No.3 PF-2 
TOWN OF ADDISON, TEXAS Marsh Lane Water Line BID SCHEDULE Item Estimated No. Quantity Unit Description and Price in Words Furnish and Insta1l8-Inch PVC Waterline, I 2,015 L.F. including
DIP Fittings by Open Cut complete inplace, the sum of t--;____________Dollars and ___􀁾􀀭􀀭􀁟􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾Cents er Linear Foot Furnish and Insta1l8-Inch PVC Waterline
by 2 390, L.F. other thanOpen Cut ,complete in place, the sum of f--:-____________________--,-Dollars and 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Cents per Linear Foot -,Furnish and Install 6 Inch
PVC Waterline 3 85 L.F. including DIP Fittings by Open Cut complete in place, the sum of Dollars and Cents per Linear Foot Furnish and Insta1l2-Inch Service Connection, 4 15 Ea. including
All Fittings at Water Main complete in place, the sum of Dollars and Cents per Each Furnish and Install New Meter With Box and 5 18 Ea. Service Connection complete in place, the sum
of Dollars and Cents per Each I Price in Figures Extended Amount PF-3 
Item Estimated Price in Extended No. Quantity Unit Description and Price in Words Figures Amount Furnish and Install 8-Inch Resilient Seated Gate 6 6 Ea. Valve i complete in place, the
sum of 1 . Dollars and Cents per Each Furnish and Install 6-Inch Resilient Seated Gate 7 7 1 Ea. Valve 'complete in place, the sum of Dollars and Cents per Each ! 8 7 Ea. Furnish and
Install Standard Fire Hydrant :complete in place, the sum of I Dollars and Cents per Each iFurnish and Insta1l2-Inch Copper Waterline, 9 160 L.F. I including All Fittings by Open Cut
! complete in place, the sum of Dollars and 􀁾􀁲Linear Foot For Cutting and Plugging Existing 8-Inch 10 4 Ea. Waterline complete in place, the sum of Dollars and Cents per Each 11 4
Ea. For Connecting to Existing 8-Inch Waterline complete in place, the sum of Dollars and Cents per Each PF-4 
Item Estimated Price in Extended No. Quantity Unit Description and Price in Words Figures Amount 12 5,000 Lbs. Furnishing and Installing Ductile Iron Fittings complete in place, the
sum of Dollars and Cents per Pound iFor Removing Existing 6-Inch Sanitary Sewer and Replacing with 6-Inch ASTM 2241 PVC 13 36 L.F. iwith Embedment complete in place, the sum of i Dollars
and Cents per Linear Foot For Connecting to Existing 6-Inch Sanitary 14 4 Ea. Sewer complete in place, the sum of Dollars and Cents per Each For Removing Existing 8-Inch Reinforced 15
600 S.Y. Concrete Pavement complete in place, the sum of i Dollars and Cents per Square Yard For Furnishing and Placing 10-Inch Reinforced 16 600 S.Y. Concrete Pavement complete in place,
the sum of Dollars and Cents per Square Yard For Removing and Replacing Existing 8-Inch 17 325 S.Y. Reinforced Concrete Driveway complete in place, the sum of Dollars and Cents per Square
Yard PF-5 
Item Estimated I Price in Extended No. Quantity Unit Description and Price in Words Figures Amount For Removing and Replacing Existing Hot Mix 18 50 Ton Asphaltic Concrete I complete
in place, the sum of Dollars and Cents per Ton For Removing and Replacing Existing 4-Inch 19 275 S,Y. Reinforce Concrete Walk complete in place, the sum of Dollars and Cents per Square
Yard IFurnishing and Placing 1-II2-Inch Hot Mix 20 150 Ton Asphalt Overlay complete in place, the sum of Dollars and Cents per Ton For Removing and Replacing Existing 6-Inch 21 352 L.F,
Monolithic Curb complete in place, the sum of Dollars and Cents per Linear Foot ! For Removing and Replacing Existing 6-Inch 22 632 L.F. Curb and Gutter complete in place, the sum of
Dollars and Cents per Linear Foot 23 ·3,262 L.F. Full Depth Saw Cut complete in place, the sum of Dollars and ICents per Linear Foot I PF-6 
Item Estimated Price in Extended No. Quantity Unit Description and Price in Words Figures Amount 24 0.25 Ac. Furnish, Place Maintain and Establish Solid Sod complete in place, the sum
of Dollars and Cents per Acre For Removing Existing Trees and Replace with 25 3 Ea. 3-Inch Bradford Pear Trees complete in place, the sum of Dollars and Cents per Each For Removing and
Delivering to Town Service 26 5 Ea. Center Existing Fire Hydrant and Valve complete in place, the sum of Dollars and Cents per Each Furnish and Install 12-Inch High Density 27 9 L.F.
Polyethylene Drainage Pipe ! complete in place, the sum of Dollars i and Cents per Linear Foot For Connecting 12-Inch High Density Polyethylene Drainage Pipe to Existing Grate 28 I Ea.
Inlet complete in place, the sum of Dollars and Cents per Each PF-7 
Item Estimated Price in Extended No. Quantity Unit Description and Price in Words Figures Amount For Connecting 12-Inch High Density Polyethylene Drainage Pipe to Existing 18-Inch 29
1 L.F. Corrugated Metal Pipe with Concrete Collar complete in place, the sum of Dollars and Cents per Linear Foot 30 1 L.S. Barricades, Signs and Traffic Handling complete in place,
the sum of Dollars and Cents per Lump Sum 31 600 L.F. Temporary Sediment Control Fencing complete in place, the sum of Dollars and Cents per Linear Foot 32 2,486 L.F. Furnish and Install
Trench Safety System complete in place, the sum of Dollars and Cents per Linear Foot 33 I L.S. Furnish Trench Safety Plan complete in place, the sum of Dollars and Cents per Lump Sum
TOTAL AMOUNT BID {Items 1 Through 33} PF-8 
NOTES: 1. An items, labor, materials, equipment, facilities, incidentals and work required for construction of the project are to be provided and installed by the Contractor as part
of the project and payment for the cost ofsuch shall be included in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed
in the Proposal. In the event of discrepancy, the words shall control. 3, Materials, which are "tax exempt", are those items which are physically incorporated into the facilities constructed
for the OWNER, as set forth in the Special Provisions. Materials include, but are not limited to purchased items such as concrete, and roadbase, etc . . Services, which are "not tax
exempt", are those items which are used by the Contractor but are not physically incorporated into the OWNER's facility andlor items which are consumed by construction, as set forth
in the Special Provisions. Services include, but are not limited to, items such as supplies, tools, skin and lahor, the purchase, rental or lease ofequipment, etc. Name ofPerson Signing
Bid Signature ofPerson Signing Bid Address Telephone No. Fax No. T.I.N. (Tax Identification or Employer's Number) i. , PP·9 
If BIDDER is: An Individual By (Seal) (Individual's Name) doing business as Business address: Phone No. j:\clerical\:iddison\I999-123 􀁲􀁭􀁲􀁳􀁾􀀠wl\marsh lanclspces\tcch-sp\pf-3.doc
PF-IO 
A Partnership By (Seal) (Firm Name) (General Partner) doing business as Business address: Phone No. PF-Il 
A Corporation By (Corporation Name) (State of Incorporation) By (Name ofPerson Authorized to Sign) (Title) (Corporate Seal) Attest (Secretary) Business address: Phone No. j:lclericl\a.ddi$on\I999-121
=h wflmanh l<l11c\spccs\tech-sp\pf-].doc PF-12 
I A Joint Venture By (Name) (Address) By (Name) (Each joint venture must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture
should be in the manner indicated above.) PF·13 
SECTION CA CONTRACT AGREEMENT CA-J 
AGREEMENT STATE OF COUNTY OF TIllS· AGREEMENT is made and entered into this day of , 2002, by and between the Town of Addison, of the County of Dallas and State of Texas, acting through
its City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and ____________, of the City of , County of , State of , Party of the Second
Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR
hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Marsh Lane Water Line and all extra work in connection therewith, under the
terms as stated in the General and Specific Conditions of the AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence,
labor, insurance and other accessories and services necessary to complete the the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto
and in accordance with the Advertisement for Bids, mstructions to Bidders, General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter
thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon,
together with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR
hereby agrees to commence work within five (5) calendar days after the date of written notice to do so shall have been given to him, to complete the work within ()calendar days, after
he commences work, subject to such extensions· of time as are provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR _____________________ _____________ Dollars ($._____----')
in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the Oeneral Provisions, and
to make payments of account thereof as provided therein. 􀁪􀁾􀁜􀁃􀁬􀁥􀁲􀁩􀁥􀁡􀁦􀁬􀁡􀁤􀁤􀁩􀁳􀁯􀁮􀁜1999-123 marsh wl\rnlnh Jane\spccs\r.ech-sp\c:t-I.doc CA-2 
------------------------------------------------IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON,
TEXAS (OWNER) ATTEST: By: By: 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭Ron Whitehead, City Manager Carmen Moran, City Secretary (CONTRACTOR) ATTEST: By: By: The following to be executed
ifthe CONTRACTOR is a corporation: I, certify that I am the secretary of the corporation named as CONTRACTOR herein; that , who signed this Contract on behalf of the CONTRACTOR is the
(official title) of said corporation; that said Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate
powers. Signed: _______________ Corporate Seal CA·3 
SECTION PrB PERFORMANCE BOND PrB·\ 
STATUTORY PERFORMANCE BOND PURSUANT TO CHAPTER 2253 OF THE TEX;lS GOVERNMENT CODE (pUBLIC WORKS) (penalty of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY THESE PRESENTS,
That (hereinafter called the Principal), as Principal, and (hereinafter called the Surety), as Surety are held and firmly bound unto the Town of Addison (hereinafter called the Obligee);in
the amount of _______________________ _________________ Dollars ($ _______􀁾􀀠) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the day
of , 2002 to Marsh Lane Water Line which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION
OF TIllS OBUGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications. and contract documents, then this obligation shall
be void, otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities
on this bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied at length herein. IN WITNESS WHEREOF,
the said Principal and Surety have signed this instrument this day of , 2002. (principal) By: (Surety) By: (Attorney-in-Fact) PrB-2 
· i SECTION PyB PAYMENT BOND PyB-l 
STATUTORY PAYMENT BOND PURSUANT TO CHAPTER 2253 OF THE TEXAS GOVERNMENT CODE (PUBLIC WORKS) (penalty of this Bond must be 100% of Contract Amount) KNOW ALL MEN BY THESE PRESENTS, That
(hereinafter called the Principal), as Principal, and (hereinafter called the Surety), as Surety are held and firmly bound unto the Town ofAddison (hereinafter called the Obligee), in
the amount of ______________________ _________________ Dollars ($ ________ ) for the payment whereof the said Principal and Surety bind themselves and their heirs, administrators, executors,
successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the day of ,2002 to
Marsh Lane Water Line which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS
OBUGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract,
then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas
Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if it were copied
at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument this ____ day of , 2002. (principal) By: (Surety) By: (Attorney-ill-Fact) PyB-2 
SECTION MB MAINTENANCE BOND MB·l 
SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DAlLAS _________________ as principal and That ____________ ' a corporation organized under the laws of ____________ and as sureties,
said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, a municipal corporation,
chartered by virtue of a Special Act of Legislature of the State of Texas, as Addison, Dallas County, Texas, the sum of ($'--_____-') for the payment ofwhich sum will and truly to be
made unto said Town ofAddison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned,
however, that whereas said has this day entered into a written conb"act with the said Town ofAddison to build and construct the MB·2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of startup. and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform
all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the said Contractor
in laying or building the same, or on account ofany defect arising in any ofsaid part ofsaid work laid or constructed by the said Contractor, or on account of improper excavation or
backfilling; it being understood that the purpose ofthis section is to cover all defective conditions arising by reason of defective materials, work or labor performed by the said Contractor;
and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said Contractor and sureties
on this obligation, and the said Contractor and sureties hereon shall be subject to the Hquidated damages mentioned in said contract for each day's failure on its part to comply with
the terms of the said provisions ofsaid contract; NOW THEREFORE, if the said Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for
the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but ifdefault shall be made by the said Contractor in
the performance ofits contract to so maintain and repair said work, then these presents shall have full force and effect, and said Town of Addison shall have and recover from the Contractor
and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties hereon
and that successive recoveries may be had hereon for successive branches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain
said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. MB·) 
-------------------IN WITNESS WHEREOF, the said _____________________________ has caused these presents to be _______________________ andthesrudexecuted by has hereunto set his hand
this the day of ________ ' 20 SURETY PRINCIPAL By: By: Attorney in Fact ATTEST By: 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Surety Secretary Agency and Address i .
NOTE: Date ofMaintenance Bond must be same as date City acceptance. 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID BP-I 
SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Personally, before me the undersigned authority, on this day appeared _______________________ who,beillg
duly sworn, on oath, says that he is a legal representative of (full name ofContractor as in contract) and that the contract for the construction ofthe project, designated as (Project
No.) has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machillery and labor used ill connection with the construction ofthis project have, to the
best ofmy knowledge and belief, been fully paid. SigiJ.ature Title Sworn to and subscribed before me this ___.day of________---', 2002. Notary Public ill and for County, Texas 􀁪􀀺􀁜􀁣􀁾􀁮􀁜􀁉􀀹􀀹􀀹�
�􀁉􀀲􀀳nmsh wr.rn:.M \ancUpca\l:cch-sp\bp-l,doc BP·2 
Instructions: Ifthe contractor is an individual, he. shall sign the affidavit. Ifthe contractor is a partnership, any partner may sign the affidavit. Ifthe contractor is a corporation,
a person authorized by the by-laws or by the Board ofDirectors shall sign the affidavit. Ifthe Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit.
If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of any partnership. Ifthe contractor
is ajoint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership.
Signatures for 􀁣􀁯􀁾􀁯􀁲􀁡􀁴􀁩􀁯􀁮􀁳􀀠should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. BP-3 
SECTION GP GENERAL PROVISIONS 􀁪􀀺􀁬􀁣􀁬􀁥􀁲􀁩􀁾􀁮􀁜􀁬􀀹􀀹􀀹􀀭􀁬􀀲􀀱􀀠rrorsh wtlrrorsh lane\spces\lcch-sp\gp-I.doc GP-I 
GENERAL PROVISIONS The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments
(1983), under Part I, "General Provisions," Items 1.0 through 1.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. GP-2 
TABLE OF CONTENTS SPECIAL PROVISIONS Special Provision No. Description Page No, SP.I Location ofProject ............... ,..............................................................................
.. SP-2 SP.2 Scope ofWork ....................................................................................................... SP-2 SP.3 Construction Schedule .....................................
..................................................... SP-2 SP.4 Copies of Plans and Specifications ....................................................................... SP-2 SP.5 Reference
Specifications .............................................. ,........................................ SP-2 SP.6 Trade Names & Materials .................................. ' .......
, .. , ... , ..... " .......... , ................. SP-2 SP.7 Project Maintenance .......................... ' ......... , ......................................................... SP-2
SP.8 Cleanup ........ ' .. ,..................................................................................................... SP-3 SP.9 Permits and Rights-of-Way ..........................
, ........ , .. , ............ , ............................... SP-3 SP.lO Clean Air Act and Clean Water Act ....................... ' ............................. ' .. ,.............
SP-3 SP.ll Coordination With Others ................,., ...... , .. ,.. , ..... ,., .. , ......... , .. , ........... , ..... ',., ........ SP-3 SP.l2 Lights and Power ... , ..............
, ....... , ........ , .... ' ..... ,." .. ,., ..... , ... , ..".. ,.. ,.. , ...... ,., ...... ,."., SP-3 SP.13 Wage Rates ... , .... , ................................. ,' ...... '
.. ,.,' .... "., ......... , .. ,..".. ,.. , ... , ...... ,., ....... SP-3 SP.14 Claims for Damages or Injury ................................. , ...... : ...............................
, ...... SP-5 SP.15 Cooperation ofContractors ............................................. , ...... , .. , ............ ,.............. SP-6 SP.16 Antitrust ..............................
,.................................................................................. SP-6 SP.17 Public Utilities and Other Property to be Changed ...............................................
SP-6 SP.18 Existing Utilities and Service Lines .......... ............. ............. ....... ..... ............. ......... SP-6 SP.19 Use ofExpJosives ..............................................
......................................... , .......... SP-7 SP.2D Insurance ...............................................................................................................
SP-7 SP.21 Workers' Compensation Insurance Coverage ....................................................... SP-8 SP.22 Resolution ofDisputes ..........................................................
............................ ' ... SP-I0 SP.23 Non-Discrimination Policy ................................................................................... SP-!O SP.24 Compliance With
Immigration Laws .................... , .... , ............................ ,............. SP-!1 SP.25 Compliance With General Ru1es and Laws .........................................................
. SP-II SP.26 Shop Drawing ............................ ,........................................................................... SP-Il SP.27 Barricades, Warning Signs, Detours and
Sequence of Work ................................ SP-ll SP.28 Construction in Public Roads and Private Drives ................................................. SP-12 SP.29 Excavation
Safety Systems ..... , ......................................... ,................................... SP-12 SP.3D Sprinkler Repair ........................... , .....................................
,.................................. SP-13 SP.31 Project Video ......... , .... , .... , ........................... ' .. ,.. , ................................................... SP-13
SP.32 Waterline Pipe ....................... , ................. , .. '., ........................................................ SP-13 SP.33 Resilient Seated Gate Valves ...........................
.................................................... , SP-13 SP.34 Fire Hydrants ....................................................................................................
, .... SP-14 SP.35 I" Water Tap .........................................,., .................................................. , .......... SP-14 SP.36 Record Drawings ......... , .............
,........................................................................... SP-14 SP.37 Existing Structures .......................................................................................
, .... , ... SP-15 SP.38 Water for Construction .................... , ......................................... , ........................... SP-IS SP.39 Solid Sod ..................................
............................................................................. SP-15 SP.4D Insurance ...................................................................................................
............ SP-15 SP.41 Testing ........................................... , ....................................................................... SP-15 
SECTION SP SPECIAL PROVISIONS SP-J 
SECTION SP SPECIAL PROVISIONS SP.I LOCATION OF PROJECT The location of the waterline project is along Marsh Lane from Brookhaven Club to Spring Valley, in the Town of Addison, Texas.
A location map is included at the end ofthese specifications. SP.2 SCOPE OF WORK The work under this contract includes furnishing and installing approximately 2,400 linear feet of 8-inch
waterline. SP.3 CONSTRUCTION SCHEDULE Prior to starting work, the Contractor shall submit a proposed schedule for the work included herein and shall submit any major revisions to this
schedule as the project progresses. This schedule shall provide for completion of the project within the time provided in the specifications. Working hours is 7:00 a.m. to 7:00 p.m.
weekdays. No weekend work permitted. Northbound Marsh Lane may be closed to one-lane traffic during work hours of 9:30 a.m. to 3 :30 p.m. Two-lanes must be open at all other times. SPA
COPIES OfJ'LANS AND SPEClFICATIONS Five (5) copies of the plans and specifications shall be furnished furnished to the Contractor, at no charge, for construction purposes. Additional
copies may be obtained at a cost of$50.00. SP.5 REFERENCE SPEClFICATIONS Where reference is made in these specifications, to specifications compiled by others, such reference is made
for expediency and standardization from the material supplier's point of view, and such specifications referred to are hereby made a part ofthese specifications. SP.6 TRADE NAMES AND
MATERIALS No material which has been used by the Contractor for any temporary purposes whatsoever is to be incorporated in the permanent structore without written consent ofthe Engineer.
Where materials or equipment are specified by a trade or brand name, it is not the intention of the Owner to discriminate against an equal product of another manufactorer, but rather
to set a deftnite standard for quality or performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent", "proper", or "equal to" are used, they
shall be understood to mean that the tiring referred to shall be proper, the equivalent of, or equal to some other tiring, in the opinion orjudgment of the Engineer. Unless otherwise
specified, all materials shall be the best oftheir respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such
expressions may be used in the specifications in connection with material, manufactured article, or process, the material, article or process specifically designated shall be used, unless
a substitute shall be approved in writing by the Engineer, and the Engineer shall have the right to require the use of such specifically designated material, article or process. SP.7
PROJECT MAINTENANCE The Contractor shall maintain, and keep in good repair, the improvements covered by these plans and specifications during the life ofhis contract. SP-2 
SP.8 CLEANUP During Construction: The Contractor shall at all times keep the jobsite as free from all disposable material, debris, and rubbish as is practicable, and shall remove same
from any portion ofthe jobsite when it becomes objectionable or interferes with the progress of the project, in the opinion of the Engineer or the Owner. Broken pipe and other debris
resulting from construction shall not be left on the site after the construction work is completed. During the construction the Contractor shall not damage improvements on public Or
private property, including shrubs, grass, pavement, walks, curbs and fences. In the event Contractor damages private property, Contractor shall innnediately perfonn restoration at his
own cost. Video:Contractor shall make and provide to the Owner an original color, VHS format tape of existing conditions outside of lift station. The areas shall be narrated as to location. Video shall
be provided to the Owner prior to actual construction work commencing. City Inspector Inspector shall be present during taping and take possession oftape when completed. Final: Upon
completion of the work, the Contractor shall remove from the site all plants, materials, tools and equipment belonging to him and restore the site with an appearance acceptable to the
Engineer and the Owner. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished
and new-appearing condition. SP.9 PERMITS AND RlGHTS-OF-WAY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor, by securing permits in
areas of public dedication or by obtaining easements across privately owned property. It shall be the responsibility of the Contractor, prior to the initiation ofconstruction on easements
through private property, to inform the property owner of this intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall infonn
the agency having jurisdiction in the area forty-eight (48) hours prior to initiation ofthe work. Electricians shall be registered with the Town's Building Department. The registration
fee of$60.00 shall be paid by the Contractor. Inspections from the Building Inspector shall be scheduled by Contractor, 24hours prior to inspection. SP.10 CLEAN AIR ACT AND CLEAN WATER
ACT Include in all construction contract exceeding $100,000, the following requirement: "Contractor is responsible for compliance with all applicable standards, orders, or requirements
issued under Section 306 of the Clean Air Act, Section 505 of the Clean Water Act, Executive Order 11738, and Environmental Protection Agency regulations." SP.il COORDINATION WITH OTHERS
In the event other contractors are doing work in the same area simultaneously with this project, the Contractor shall coordinate his proposed construction with other contractors. SP.12
LIGHTS AND POWER The Contractor shall provide, at his own expense, temporary lighting and power facilities required for the proper prosecution ofthe work. SP.13 WAGE RATES All employees
of the Contractor for the work to be performed under this contract shall be paid the prevailing wage scale in this locality for work of a similar character, and in nO event less than
the minimums prescribed in the following schedule: The "prevailing rates" shown will be the minimum wags acceptable on this project. SP-3 
If the construction project involves the expenditure of federal funds in excess of $2,000.00, the minimum wages to be paid various classes of laborers and mechanics will be based upon
the wages that will be detennined by the Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on the project of a character similar to
the contract work in the City of Addison or the rate given above, whichever is higher. Except for work on legal holidays, the "general prevailing rate ofper diem wage" for the various
crafts or type of workers or mechanics is the produce to (a) the number of hours worked per day, except for overtime hours, times (b) the above respective Rate Per Hour. For legal holidays,
the "general prevailing rate of per diem wage" for the various crafts or type ofworkers or mechanics is the product of (a) one and one-halftimes the above respective Rate Per Hour, times
(b) the number ofhours worked on the legal holiday. The "general prevailing rate for overtime work" for the crafts or type ofworkers or mechanics is one and one-halftimes the above respective
Rate Per Hour. Under the provisions of Article 5l59a, Vernon's Annotated Texas Statutes, the Contractor shall forfeit as a penalty to the entity on whose behalf the contract is made
or awarded, Ten Dollars ($10.00) for each laborer, worker or mechanic employed, for each calendar day, or portion thereof, such laborer, worker or mechanic is paid less than the said
stipulated rates for any work under the contract, by him, or by any subcontractor under him. PREVAILING WAGE RATES GENERAL DECISION TX000034 07/07/00 TX34 General Decision Number TX000034
Superseded General Decision No. TX990034 State: TEXAS Construction Type; HEAVY County(ies): COLLIN DALLAS DENTON ELLIS KAUFMAN ROCKWALL Heavy Construction, including Treatment Plants
(does not include water/sewer lines) Modification Number Publication Date o I 2 3 4 5 6 02/1112000 02118/2000 03/17/2000 05/05/2000 06/02/2000 06/30/2000 07/07/2000 ASBE0021 C 05/01/1999
Asbestos WorkerslInsuiators (includes application ofall insulating materials, protective coverings, coatings, and fmishings to all types of mechanical systems) .......................................
......................................... . Rates $16.20 Fringes $4.35 SP.4 
ELEC0020C 06/0112000 Electricians: Electrician .......................................................................................... . Cable Splicer .............................................
......................................... ELEC0020F 0610112000 Line Construction: Lineman & Equipment Operators Cable Splicers Groundman ENGIOI78A 06/0111999 Cranes: Hydraulic over 35·tons
(Derricks, Overhead Gentry, Sliffleg, Tower, etc., and Cranes wlPiledriving or Caisson attachments) Hydraulic Crane (35 ton & under) .....................................................
IRON0263K 06/0112000 Ironworkers: Reinforcing & Structural PLUMOIOOB 05/0112000 Plumbers & Pipefitters .......................................................................... .. SHEE0068B
05/0111996 Sheet Metal Workers ............................................................................... . SUTX2034A 08/01/1990 Carpenters ......................................................
........................................ .. Concrete Finishers ................................................................................. .. Form Builders .....................................
................................... ; ................ . Form Setters ............................................................................................ . Laborers: Common
............................................................................................ . Utility ................................................................................................
. . P ipelayers ............................................................................................... . Power Equipment Operators: Backhoe ..................................................
........................................... . Bulldozer ........................................................................................... . Front End Loader ................................
............................................... . Mechanic ...................................................................................""'"'' Motur Grader .....................................
................................................ . Oiler ................................................................................................... . Scraper ................................
.............................................................. .. Truck Drivers ......................................................................................... . Welders: Receive
rate prescribed for craft performing operations to which welding is incidental. Rates $20.20 $22.22 $20.45 $17.00 $16.50 $16.60 $19.80 $15.70 $10.536 $9.603 $8.036 $9.578 $6.379 $6.974
$7.961 $10.971 $9.942 $10.771 $9.880 $11.633 $9.183 $8.000 $7.465 Fringes 11%+2.45 11%+2.45 $3.85 $3.85 $4.05 $4.31 3%+4.32 SP.14 􀁃􀁌􀁁􀀱􀁍􀁾􀀮􀀠FOR DAMAGES OR INJURY Item 1.24.3 -SMALL
CLAIMS FOR DAMAGE OR INJURY is amended to read as follows: If any person files a claim against the Owner or Contractor for personal injwy or property damage resulting resulting from,
arising out of, or caused by, the operations of the Contractor, or any work within the limits of the project, the Contractor must either submit to the Owner a duly executed full release
within thirty (30) days from the date of written claim, or immediately report the claim to his liability insurance carrier SP-5 
for their action in adjusting the claim. If the Contractor fails to comply with this provision within the stipulated time limit, it win be automatically deemed that the Contractor has
appointed the Owner as its irrevocably Attorney-In-Fact authorizing the Owner to report the claim directly with the liability insurance carrier. This provision is in and of itself a
Power-{)f-Attorney from the Contractor to the Owner which authorizes the Owner to take said action on behalf ofthe Contractor without the necessity of the execution of any other document.
Ifthe Contractor fuils to comply with the provisions of this item the Owner, at its own discretion, may tenninate this contract or take any other actions it deems appropriate. Any payment
or portion thereof due the Contractor, whether it is a final payment, progress payment, payment out of retainage or refund payment may be withheld by the Owner as is authorized by Item
1.52. Bankruptcy, insolvency or denial ofliability by the insurance carrier shan not exonerate the Contractor from liability. As a result ofthe additional work created to Owner due to
lID-responded claims for damages by Contractor to third parties, Contractor shall incur penalties for fuilure to abide by this Special Provision. In accordance with the obligations set
forth in Special Provision Item 1.24.3, Contractor shall respond to the claimant in 'writing regarding the status of the claim, including whether Contractor disputes the claim, wishes
to settle, or will notify its liability insurance carrier regarding the claim. Contractor will be assessed a penalty by Owner of $75.00 per claim, for its failure to respond to the claimant
as described above within thirty days ofits written notice ofclaim by the City. To ensure Contractor compliance, the Owner shall be notified, by copied correspondence ofresponses or
settlement by Contractor. SP.15 COOPERATION OF CONTRACTORS The Contractor shall have on the project at all times, as his agent, a competent Superintendent capable of reading and thoroughly
understanding the plans and specifications, and thoroughly experienced in the type of work being performed. The Superintendent shall have full authority to execute orders or directions
and to promptly supply such materials, equipment, tools, labor and incidentals as may be required. Such superintendent shall be furnished irrespective of the amolIDt of work subcontracted.
The Superintendent and the Contractor shall be responsible for all work performed by the subcontractor at all times during construction. SP.16 ANTITRUST The Contractor hereby assigns
to the Owner any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States 15 U.S.C.A. Sec. I, et seq. (1973). SP.17 PUBLIC
UTILITIES AND OTHER PROPERTY TO BE CHANGED 1n case it is necessary to change or move the property of any Owner or of a public utility, such property shall not be moved or interfered
with until authorized by the utility company or approved by the Owner. The right is reserved to the Owner or public utilities to enter upon the limits ofthe project for the purpose of
making such changes or repairs of their property that may be made necessary by the performance of this contract. SP.IS EXISTING UTILITIES ....ANO SERVICELlNES The Contractor shall be
responsible for the protection of all existing utilities or service lines crossed or exposed by his construction operations. Where existing utilities or service lines are cut, broken,
or damaged, the Contractor shall replace the utilities or service lines with the same type of original construction, or better, at his own cost and expense. Existing landscaping and
irrigation shall be protected at all times. sp-. 
SP.19 USE OF EXPLOSIVES Use of explosives will not be allowed. SP.20 INSURANCE Each insurance policy that the Contractor must furnish in accordance with these contract documents shall
name the Town of Addison and the Engineer as additional insured. 1.0 The Contractor shall agree to furnish and maintain, during the contract period, insurance coverage meeting the following
requirements: ·1.1 Commercial General Liability fusurance at minimum combined single limits of $500,000 per occurrence and $1,000,000 general aggregate for Bodily fujury and Property
Damage, which coverage shall include Products/Completed Operations, and XCU Hazards. Contractual Liability must be maintained with respect to the Contractor's obligations contained in
the contract. The policy must be amended to provide a per-project general aggregate limit of insurance of $1 ,000,000 with respect to this contract. 1.2 Workers Compensation fusurance
at statutory limits, including employer's liability coverage at minimum limits of $500,000 by disease aggregate, $100,000 by disease -per occurrence, $100,000 per occurrence -each accident.
(See attachment on Workers Compensation Commission rules) 1.3 Commercial Automobile Liability fusurance at rmmmum combined single limits of $1,000,000 per occurrence for bodily injury
an property damage, including owned, nonowned, and hired car coverage. 2.0 Contractor shall provide the following endorsements: 2.1 Named insured wording which includes the Contractor
and the Town of Addison with respect to general liability and automobile liability. 2.2 All liability policies shall contain cross liability and severability of interest clause. 2.3
A waiver of subrogation in favor of the Town of Addison with respect to the workers' compensation insurance. 2.4 The policy shall be endorsed to require the insured to immediately notify
the Town of Addison of any material changes in the insurance coverage. 2.5 The certificate shall notate the Project Name or Bid Number. 2.6 All certificates shall be mailed to Town of
Addison, Purchasing Dept., P.O. Box 9010, Addison, Texas 75001. 3.0 All insurance shall be purchased from an insurance company who meets the following requirements: 3.1 Is acceptable
to the Town with regard to financial strength and stability. 3.2 Licensed and admitted to do business in the State of Texas. 4.0 All insurance must be written on forms filed with and
approved by the Texas State Board of fusurance. Certificates of insurance shall be prepared and executed by the insurance company or its authorized agent and shall contain provisions
representing and warranting the following: j:\cJc:ric:;Wddison\]9'}9.I23 IRIIlh wllmlnh \anc:\spees'llcch-sp\sp-I ,doc SP-7 
4.1 The company is licensed and admitted to do business in the State ofTexas. 4.2 The company's forms have been approved by the Texas State Board of Insurance. 4.3 Sets forth all endorsements
as required above. 4.4 The Town of Addison will receive at least sixty (60) days notice prior to cancellation or termination of the insurance. 5.0 Upon request, Contractor, shall furnish
the Owner with: a) certified copies of all insurance policies, and b) valid Certificates of Insurance covering aU subcontractors in accordance with the insurance requirements set forth
herein for Contractor. SP.21 WORKERS' COMPENSATION INSURANCE COVERAGE A. Definitions Certificate of Coverage ("certificate',): A copy of a certificate ofinsurance, a certificate of authority
to self insure issued by the Texas Workers' Compensation Commission (the "TWCC"), or a coverage agreement (TWCC-81, TWCC-82, TWCC-83 or TWCC-84), showing Statutory Workers' Compensation
Insurance coverage for the person's or entity's employees providing services on a a project, for the duration of the project. Duration of the Project: Includes the time from the beginning
of the work on the project until the Contractor's!person's work on the project has been completed and accepted by the governmental entity. Persons Providing Services on the Project ("subcontractor"
in Section 406.096 of the Texas Labor Code): Includes all persons or entities performing all or part of the services the Contractor has undertaken to perfonn on the project, regardless
of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors,
leasing companies, motor carriers, owner-operators, employees of any such entity or employees of any entity which furnishes persons to provide services on the project. "Services" include,
without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. project. "Services" does not
include activities unrelated to the project, such as foodlbeverage vendors, office supply deliveries, and delivery ofportable toilets. B. The Contractor shall provide coverage, based
on property reporting of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, 401.011(44) for all
employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the Owner prior to being awarded
the contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the
coverage period, file a new certificate ofcoverage with the Owner, showing that the coverage has been extended. SP-8 
E. The O>ntractor shall obtain from each person providing services on the project, and provide to the Owner; 1) a certificate of coverage, prior to that person beginning work on the
project, so that the Owner will have on file certificates of coverage showing coverage for all persons providing services on the project; and, 2) no later than seven days after receipt
by the CQutractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate ofcoverage ends during the duration of the project;
F. The Contractor shall retain all required certificates of coverage on file for the duration of the project and for one year thereafter . . G. The Contractor shall notify the Owner
in writing by certified mail or personal delivery, within 10 days after the O>ntractor knew or should have known, of any changes that materially affects the provisions of coverage of
any person providing services on the project. H. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the TWCC, informing all persons providing
services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. 1. The O>ntractor shall contractually
require each person with whom it contracts to provide services on a project to: I) provide coverage, based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements, which meets the statutory requirements of Texas Labor Codes 401.011 (44) for all its employees providing services on the project, for the duration of the
project; 2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the
person providing services on the project, for the duration of the project; 3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension
of coverage, if the coverage period shown on the current certificate of coverage ends during the duration ofthe project; 4) obtain from each person with whom it contracts, and provide
to the O>ntractor; a) a certificate ofcoverage, prior to the other person beginning work on the project; and, b) a new certificate of coverage showing extension ofthe coverage period,
prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5) retain all required certificates
of coverage on file for the duration of the project and for one year thereafter; 6) notify the Owner in writing by certified mail or personal delivery, within lO-days after the person
knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and SP-9 
7) contractually require each other person with whom it contracts to perform as required by paragraphs (1) -(7) with the certificate of coverage to be provided to the person for whom
they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the Owner that all employees
of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper
reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the
TWCC's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties or
other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the Owner to declare the contract void
if the Contractor does not remedy the breach within ten days after receipt of notice ofbreach from the Owner. The following is the form of notice of workers' compensation coverage prescribed
by the TWCC. Pursuant to Section 110.110 (d) (7), this notice must be printed with a title in at least 30-point bold type, and text in at least 19-point nominal type, and shall be in
both English and Spanish and any other language common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing
services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing
laber or transportation or otber services related to the project, regardless of the identity of their employer or status as an employee. "Call the Texas Workers' Compensation Commission
((TWCC) at (512) 4403789 to receive further information on the legal requirements for coverage, to veritY whether your employer has provided the required coverage, or to report an employer's
failure to provide coverage." SP.22 RESOLUTION OF DISPUTES The parties hereby covenant and agree that in the event of any controversy, dispute, or claim of whatever nature arising out
of, in cOrulection with or in relation to the interpretation, perfonnance or breach of this agreement, including but not limited to any claims based on contract, tort or statute before
filing a lawsuit the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws ofthe State of Texas. The parties shall select a third party arbitrator
or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator of the Dallas County District Courts. All forms of Alternative Dispute Resolution
may be used except binding arbitration. The proceedings shall be conducted in accordance with the laws ofthe State ofTexas. SP.23 NON-DISCRIMINATION POLICY It is the policy of the Town
of Addison to afford all people an equal opportunity to bid on any contract being let by the Town. The Town ofAddison has a policy that prohibits discrimination against any person because
ofrace, color, sex, or national origin, in the award or perfonnance of any contract. The Town ofAddison will require its employees, agents, and contractors to adhere to this policy.
SP-IO 
SP.24 COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of the contractor's employees are authorized to work in the United Stages as required
by the Immigration Reform and Control Act of 1986. SP.25 COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall familiarize himself with the nature and extent of the specifications,
site conditions, traffic and safety requirements, and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with
requirements, laws, rules, and regulations will affect his cost, progress, or performance ofthe Work and include that cost in his bid. SP .26 SHQP DRAWING Contractor shalr furnish a
minimum of four and a maximum of six copies of shop drawings for review by the City. Acceptable submittals will be returned as follows: Two (2) Town ofAddison One (1) -Contractor One
(I) -Birkhoff, Hendricks & Conway, L.L.P. Maximum size ofsubmittal shall be 11 x 17 inch. No fax copies are acceptable. All copies shall be from clear legible origina\. Shop drawings
shall include all items to be installed in the project, including: • Pipe • Plantings • Valves • Irrigation • Fire Hydrants • Mix Designs • Fittings SP.27 BARRICADES. W ARNlliG SIGNS.
DETOURS AND SEQUENCE OF WORK A. Throughout the construction operations, streets and intersections will remain open to traffic by constructing the work in stages. All streets, driveways,
adjacent business and alleys shan remain open to traffic as far as is practicable. B. General Construction: The Contractor shall plan his work sequence in a manner that will cause minimum
interference with traffic during construction operations. Before beginning work on this project, the Contractor shall submit, for approval by the Owner, a plan of construction operations
outlining in detail a sequence ofwork to be followed; setting out the method ofhandling traffic on streets, roads and driveways along, across and adjacent to the work. If at any time
during the construction, the Contractor's proposed plan of operation for handling traffic does not provide for safe comfortable movement, the Contractor shall immediately change his
operations to correct the unsatisfactory conditions. Ditches across the traffic lanes will be kept covered with a portable traffic-bearing surface at all times unless work in the ditch
is in progress. Only one lane of traffic may be closed at a time when work is in progress in a ditch. C. Safety: The Contractor shall provide, construct and maintain barricades and signs
at locations set out in the plans and in the Special Provisions in accordance with the Texas Manual on "Uniform Traffic Control Devices for Streets and Highways". In addition, he shall
provide and maintain such other barricades and signs as deemed necessary by the Owner, and provide and maintain, between sunset and sunrise, a sufficient number of lights at barricades
and points of danger for the protection of vehicular and pedestrian traffic. SP-ll 
Barricades shall be placed in such a manner as not to interfere with the sight distance of drivers entering the street from side streets. The Contractor shall keep traveled surfaces
used in his hauling operation clear and free of dirt or other material. The Contractor shall provide and maintain qualified flagmen at such points and for such Periods of time as may
be reqUired to provide for the safety and convenience of public travel and Contractor's personnel. SP.28 CONSTRUCTION IN PUBLIC ROADS AND PRIVATE DRIVES No public road shall be entirely
closed overnight. It shall be the responsibility of the Contractor to build and maintain all weather bypasses and detours. if necessary, and to properly light, barricade and mark all
bypasses and detours that might be required on and across the roads involved in the work included in this contract. No interference with traffic flow on city streets shall be permitted
during the hours of 6:30 a.m. to 9:30 a.m. and 3:30 p.m. to 7:30 p.m., Mondays through Fridays. The Contractor shall make every effort to complete construction and allow immediate access
to adjacent property at driveway entrances located along the roadways. Owners or tenants of improvements where access andlor entrance drives are located shall be notified at least twenty-four
(24) hours prior to the time the construction will be started at their driveways or entrancesand informed as to the length of time driveways will be closed. Contractor shall at all times maintain at least one point of access into all properties. unless obtaining written permission
from property owner to do otherwise with such written permission being provided to the Town's inspector. The Contractor shall be responsible for all road and entrance reconstruction
and repairs and maintenance of same for a period of one year from the date of such reconstruction. In the event the repairs and maintenance are not made immediately to the satisfaction
of the Owner. and it becomes necessary for the Town to make such repairs, the Contractor shall reimburse the Town for the cost of such repairs. The Contractor shall, at all times, keep
a sufficient width ofthe roadway clear of dirt and other material to allow the free flow of traffic. The Contractor shall assume any and all responsibility for damage, personal or otherwise,
that may be caused by the construction along roads and private drives. SP.29 EXCAVATION SAFETY SYSTEMS The work performed under this section of the specifications consists ofproviding
trench safety systems consisting of shoring, sheeting, trench shield, andlor laid back slopes to meet the trench safety requirements of the Occupational Safety and Health Administration
(O.S.H.A.), as required for this project and specified herein. A. General Trench safety systems shall be provided by the Contractor as provided in Subpart P • Excavation, Trenching and
Shoring, Part 1926 of the Code of Federal Regulations which describes safety and health regulations as administered by the U.S. Department of Labor Occupational Safety and Health Administration
(O.S.H.A.). The standards specified by the O.S.H.A. Regulations shall be the minimum allowed on this project. It shall be the responsibility of the Contractor to design and install adequate
trench safety systems for all trenches excavated on this project. The Contractor shall furnish to the Owner for review, prior to beginning construction activity, a Trench Safety Plan
for the entire project. The trench safety plan must be prepared and sealed by a SP-12 
Professional Engineer registered in the State of Texas. In addition, all trench safety systems utilized in this project must be designed by a Professional Engineer registered in the
Slate of Texas. The Contractor shall be totally responsible for the safety of all persons involved in the construction ofthis project. B. Core Borings Any core borings and soil data
furnished by the Owner are for the convenience of the Contractor. The Contractor shall be responsible for any additional soil or geotechnical information required. The Contractor shall
be responsible for properly designed trench safety systems to be utilized for any type of subsurface condition found on this project. The furnishing of soil information by the Owner
in no way relieves the Contractor of this obligation. If no core borings or soil data are furnished by the Owner, it shall be the Contractor's responsibility to obtain whatever geotechnical
information required for preparation of trench safety systems. C. Inspections In addition to the inspections of the trench and trench safety systems required of the Contractor by the
O.S.H.A. Regulations, the Owner may further'inspect the work. The Owner shall have the right to reject any trench safety systems which he finds to be inadequate, and the Contractor shall
immediately improve the system to comply with this specification. D. Measurement and Payment Measurement and payment of Trench Safety Systems shall be based on the actual linear footage
of the pipe installed on the project. The payment shall be full compensation for all planning, engineering, materials, equipment, fabrications, installation, recovery and all incidental
work required. All excavation and backfill in addition to that specified elsewhere in these specifications shaH be considered subsidiary to this bid item. SP.30 SPRINKLER REPAIR The
Contractor is responsible for the repair or replacement of any sprinkler damage caused by his construction. This repair is subsidiary to the contract unless there is a specific item
fur sprinkler repair. All repairs or replacements shall be completed by irrigator licensed in the State of Texas, paid for by the Contractor. SP.31 PROJECT VIDEO Prior to start of construction,
Contractor shall color videotape construction area and property adjacent to construction. The Contractor shall furnish the Owner a copy of the tape in VHS format prior to commencement
ofproject. This shall be subsidiary to project. SP.32 WATERLINE PIPE The following waterline pipe is acceptable for this project in accordance with the assigned NCTCOG Standard Specification
item number and ASTM designation: • Polyvinyl Chloride (PVC) Water Pipe NCTCOG Item 2.12.20 -AWWA Standard C909. • Fittings for PVC Water Pipe shall be Ductile Iron (poly Wrapped) NCTCOG
Item 2.12.8 -A WWA Standard ClIO. SP.33 RESILIENT SEATED GATE VALVES Gate valves shall be in accordance with AWWA Standard C509 and C509a. SP-13 
i: · , · 􀁾􀀠" · ,i ·..I i · i , i I f® CONSTRUCTION PLANS FOR MARSH LANE W A TE"R LINE SHEET DESCRIPTIQN SHEET NO. MARSH LANE WATER LINE STA. 0+00 TO 5+00 1 MARSH LANE WATER LINE STA.
5+00 TO 10+00 2 MARSH LANE WATER LINE STA. 10+00 TO 15+00 3 MARSH LANE WATER LINE STA. 15+00 TO 20+00 4 MARSH LANE WATER LINE STA. 20+00 TO 23+70.59/5 ADDISON ROAD STORM SEWER IMPROVEMENTS
CITY COUNCIL GENERAL NOTES &: DETAILS 6 R. SCOTT WHEElER. MAYOR DETAILS 7 DIANE I.Wl.ORY. MAYOR PRO 1EM DETAILS aGLYNDA lURNER BOB BARRETT FRANK R. KLEIN FREDRIC M. SILVER CATHY WAYS
􀁾􀀠CITY MANAGER RON WHrrEHEAD H ,PRELIMINARY (2 ('VI eU dJ (U>/tt 􀁾􀀢􀀢􀀢􀀡􀀳􀀠CITY ENGINEER/:;: DIRECTQB QE eUI:!LIC WQRKS BIRKHOFF. HENDRICKS & CONWAY. LLP• JZer",,eUd 01'" ?>!.>/t?L..
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