The URL can be used to link to this page

Tax2013B- CS150511 City of Coppell Public Works Department Routing Sheet for Review of Submittals Vendor Name: C & % I 1 e---r% Date: S ftt / t 5 Contracted Work/Project: CiOt,\AOC1 / � \/�.`� � �r'Kg Y v • V Explanation: 9(112Mk S Routing Sequence: Name Initials Date 1. Employee initiating review: Jamie Brierton �� 446-- 0 Approved 10/Approved As Noted 0 Revise& Resubmit Comments: el Gtce. �DJ�� b4CLlr {� S ax rDA&a��E s4-e k 2. Wastewater Supervisor: Billy Williams 0 Approved 0 Approved As Noted 0 Revise&Resubmit Comments: 014- i d 1 fl Ce 3. Water Supervisor: Jerry Davis c 5/12/lc 0 Approved Approved As Noted 0 Revise&Resubmit Comments: Md.'s- M4-ter 0" Li 1r "ii jfLAO KS 4. Str is Supervisor: Albert Samaniego �'13 Approved 0 Approved As Noted 0 Revise&Resubmit Comments: 5. Construction Inspector: Derrick Thomas T 1,Z ,C— I I 0 Approved ()Approved As Noted 0 Revise& Resubmit Comments: 11/4... =r C(,:,�'. .(‹i..,-� ..> • a �c tk n PE se.,., 6. Assistant Director Public Works: Keith Marvin IK/,1 (o/c 0 Approved Approved As Noted 0 Revise&Resubmit IA. (1-cud Comments: ,SG 6 /R / lte_(' 4,11 -Nect kikitil 4 661 1 tfrW)Oliel+ Orafe/11 a it f,r47.)rin 01 nut --‘ Copy to Laserfisch: YES / NO Copy to Engineer of Record: ✓YES / NO J•Vily k- D � } 11200 SEAGOVILLE ROAD,BALCH SPRINGS,TX 75180 • TELEPHONE 214-660-3662 • FACSIMILE 214-660-3626 EDGEWOOD DR & HIGHLAND MEADOW CIR RECONSTRUCTION COPPELL, TX Contractor: CD BUILDERS, INC. (0) QUESTIONS: PLEASE CONTACT Jason Weiser 817-909-5612 KNOWLEDGE • EXPERIENCE • SERVICE INDEX PIPE L JM Eagle - DR14/SDR35/SDR26/SCH40 , Independent Pipe - DR21 t' . K ?c-- Cerro �Cerro Flow Products - Copper SEWER FITTINGS GPK FLEX COUPLINGS Fernco INC CHIMNEY SEALS Cretex Specialty Products RESTRAINTS/ BRASS FITTINGS/TAPPING SADDLES/ METER SETTERS Star Pipe Company Ford Meter Box WATER FITTINGS/VALVE BOXES Star Pipe Company Tyler Union METER BOXES/ RING & COVERS/ C.I. CLEANOUTS Bass & Hays Foundry GATE VALVES/ FIRE HYDRANTS M&H Valve REPAIR CLAMPS JCM Industries TRACER WIRE Accucast MANHOLES The Turner Company JMMagle f wildra beting ter messentials omorrow,. GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM.I.D. MIN.T. MIN. E APPROX. D APPROX.WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) SDR 35 (PS46)ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115)ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 r 6 6.275 5.793 0.241 4.25 7.239 3.11 y4-+i' tj 8 8.400 7.754 0.323 4.75 9.692 5.63 it m•'- 10 `•10 10.500 9.692 0.404 6.00 12.116 8.84 ,,,, +d°`, 12 12.500 11.538 0.481 6.25 14.424 12.56 .- F..........c4.-"" 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46,ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 - 48 CIOD 50.800 47.888 1.355 24.78 56.624 - PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 - 24 24.803 22.891 0.889 9.60 28.627 - 27 27.953 25.799 1.002 10.10 32.261 - 30 CIOD 32.000 29.070 1.148 16.75 36.348 - 36 CIOD 38.300 35.464 1.373 19.02 45.438 - 42 CIOD 44.500 41.072 1.596 22.43 51.356 - 48 CIOD 50.800 46.886 1.822 24.78 58.628 - - --1,-.(_ ,• A. ; ‘' SOLVENT WELD �► JM4agle f oia bet essenCals or a better tomorrow SUBMITTAL AND DATA SHEET PVC SOLVENT WELD - (SCHEDULE SERIES) Dual marking for both Pressure and Drain, Waste, Vent (DWV) Applications JM EAGLE'"' PVC SCHEDULE 40/DWV PIPE Specifications: ASTM D1785 & ASTM D2665 : : Listed :ANSI/NSF-PW NSF-DWV Standard 61, Standard 14 NOM. PIPE SIZE O.D. NOM. I.D. MIN.T. WATER PRESSURE APPROX.WEIGHT (IN) (IN) (IN) (IN) RATING AT 23°C(73°F) (LBS/FT) 1/2 0.840 0.609 0.109 600 0.164 3/4 1.050 0.810 0.113 480 0.218 1 1.315 1.033 0.133 450 0.324 1-1/4 1.660 1.363 0.140 370 0.439 1-1/2 1.900 1.593 0.145 330 0.525 2 2.375 2.049 0.154 280 0.705 I 2-1/2 2.875 2.445 0.203 300 1.118 3 3.500 3.042 0.216 260 1.463 4 4.500 3.998 0.237 220 2.083 6 6.625 6.031 0.280 180 3.663 8 8.625 7.942 0.322 160 5.512 10 10.750 9.976 0.365 140 7.815 12 12.750 11.889 0.406 130 10.333 14 14.000 13.073 0.437 130 12.220 16 16.000 14.940 0.500 130 15.980 : : Standard Color:White, Standard Length 10' &20', Plain End and Belled End Purple color for reclaim, contact your sales rep for availability JM EAGLE'" PVC SCHEDULE 80 PIPE Specifications: ASTM D1785 : : Listed :ANSI/NSF-PW Standard 61, Standard 14 NOM.PIPE SIZE 0.D. NOM.I.D. MIN.T. WATER PRESSURE APPROX.WEIGHT (IN) (IN) (IN) (IN) RATING AT 23°C(73°F) (LBS/FT) 1/2 0.840 0.528 0.147 850 0.210 3/4 1.050 0.724 0.154 690 0.285 1 1.315 0.936 0.179 630 0.419 1-1/4 1.660 1.255 0.191 520 0.579 1-1/2 1.900 1.476 0.200 470 0.701 2 2.375 1.913 _ 0.218 400 0.969 2-1/2 2.875 2.290 0.276 420 1.479 3 3.500 2.864 0.300 370 1.979 4 4.500 3.786 0.337 320 2.892 6 6.625 5.709 0.432 280 5.516 8 8.625 7.565 0.500 250 8.336 10 10.750 9.493 0.593 230 12.375 12 12.750 11.294 0.687 230 17.027 : Standard Color: Dark Gray, Standard Length: 20' overall, Product Standard: ASTM D1785 Pressure Pipe Plain End Only Pipe Compound: ASTM D1784 Cell Class 12454 t Available in Western Region Only. Installation: JM Eagle"Installation Guide I.D. : Inside Diameter O.D. :Outside Diameter T. :Wall Thickness .,?a spec ,te t ' n�e� � 4- 1'2\ PS sa II'uI ert g,', A W W N N i I _ aD O, A ,3 O 7 Q AA CA 0) _co N O A WW co N 0 V co W t0 co A CDill N to • p v O O w O 'co 'a, o A w N .a O CO o J (Q O tQ O O O O 00 co O O 0 0 O O O O O O O O O 0 ID oD3`< n 0' I CO - N CO CO CO CO o o & I`06 CI m 0 PC1 v — D 0 SU .� >3 2 O J N CO V O) fn i N CO W I n in N O /�/�� co00 3 g„ 9„o _. r , v r o 7J I I CD' m Q r• 0 0 0 o O O o o O o p D a .< CD!T`L C O (n Oa t0 V Cl tP :co A .co N 7 m 3 g (JJ Z Z K 7'N N N co m W 1 CO co A N § N W N W N W I`=7 N fp N m T i m O �'X N Q W Uj co O N V l0 N N m V (P CO O I P ICD I=TI N t0 N O N & m N A & L.,, ,.. Loo rn to w coW m trait , a 0 3 SJ 1 0 Fr. 7 1 0 '6 N N _._. • O N N (D AO NN COW 0 V to A O Co O A F c. 'Y.' - j O. V NWW0 . D - a jOC. N V . o uNO) CO AI D 3tQvp - m - 0 0 0 0 0 0 0 0 *3 A > 27 m C O = A N t0 co V T so A W N _ N S N A N W 1 CO • r O o o J W to I.-- S° y V D O CO 01 0 0 411. i _O N rn v _ 00 J 0 Vl 2 m JAW , m Cl p < * W T N (O V - . CO A N C tD • O ( Ob m J W N (D.-n — Nt0 m D (/ v OQ R3 CO N V O 0I A o A CO 1 CO 1 CO .T= /1 y . - . — WW W w 1 O O V 0E1 ,-,CD N O .-T4 O im VJ O to 7Op8A I V' A D N v 0 5 N W WO N 0 W tV n 0 W m N 9 M l m _ VI L'O N N -t _ O O O O O O O O O GC 'a O . o m v co Ul A W N ,G 3 IID CD XI N O N Q 5 IZ t0 t0 A A coo 0 CND CND CND CND ..0 IQ W COO 0 `=7 IUl N) v N A 0 O AG A y m O (D O L iCO W m A CO co CO A° O) O NNW W Y�NJ -" D 3 �0 N N w n ti., 10 741, I i _ eD D N 5 d ' II ' N o OD O o N co N V N W O - 7 O(O 73 O 10 • 0 O' U(� A CoCO ( N COCOCOCO0) N co N (O a w -._.... I ____ _.. �.... _... ___ N N N m J ( N b ( i + + O O O O O O '� O� ~ 7'W 33--i o N ip 0 k o to V m A N _ d 3 (e (A X Z (D -3 3 W o V A N O V N W 01 Co 0 O tb w (A i o am w C xiN < � =* n �IA^ N it co io CO CO CO V Wco m co G A yt -p Q N l� ' (.J OD co A V A COO CO CO CO A O0i =. r ("I O N co -. CO CO _ OD 6 A N ._ CO N A _> G G O 1Iu N N 0O 0 V COO) V iO n {A VI O _ 23 N (D N N r r - " O O O O o i 3 CB VJ Z7 Z Z 6~ OD W i0 Q� {{ is, t0 p? O/ 0 W y TI '11 m� � o I o 25 S m i CO CO N o ft rn I-'-7 ' � y w r r _C _7 °' b 0 0 m N 5 W tD Ol W N N qL V A N Q C C Ln w^ i OD W m • N I N 0 W N O co R T V V A V a m . T1 ?V-I Cn (A CO V CD A N O .__ m -----V V•. CO (II p m S D 'm co a it 'off w CO o ra p G v it N m w m 0 7o Z ! * � _ v =to Z Y I N 1 (N.1 o- 0 0 0 - 3 Cad (A XI 0 Q C. O O W V co � O 0 CO N Oa G 3 N = do y i 0 9 Z O CO N A Co N O 8 CO V 0 ""- m v N z CO I-__ i_ _ of. c i o!..4 ooI tp a p fTi co w u a m m a CO m 1 N c A m c nT 13 g 0 (A UI I V N A A CO O N N Ol d 1 fD 3 SD �. D o W... N t0 V N A W CO : w In G _ — O . N _...-_- - _._.._ ...-__ —I 9 U (D co (» —I A t0 co A CO o 0 Cr, . to W .-. n m m Of p i nI CD CO COo • V V 7 O „.1 -n Z CO CON co I CO oco V A O ( _CD Un C/5 - j O w '�a � yr� O- 3. m W o ooca" cow JgA c1,3 W . o W W r O! Ql0 I Wco r WD N JA W W CO CO to OW A CO V %J. m N • `.<N N/� V to W N O 0 V m A W D fl_7 .* V iD to 6 No W L'CS' A 3 O< N(U co 0 m m A O 81 N co 8 o 8 o — I— t7 _ v � ^ — is m Z OD- O I Co co CO CO CO x D p a N OO V A W (n CO 0 __dCn (A xjz m WmW0) m wm0) "> co co 5, WW co co _ . O3 0 C m W a' f W W8 CO CO CONCO P co Er N R I vT I O) W Co ba W N J V 8 W . N . I CO t CD J .i. w V0 0) v 7' O i0 n3i beM cerrotub COPPER TUBE FOR CONSTRUCTION APPLICATIONS Cerro tube is the original copper tube for plumbing,air conditioning and E' refrigeration applications in residential, commercial and institutional installations.We provide a complete range of sizes and types, engineered A` h o to exact specifications to meet the highest standards of performance. ` n Product ' Temper Lengths Code UsesSpecifications . Copper Hard 10 ft.straight Green Domestic water ASTM B88 Water Tube, 20 ft.straight service and Type K distribution,fire (heavy wall) Soft 20 ft.straight protection,solar, 40 ft.coils fuel/fuel oil,HVAC, 60 ft.coils snow melting, 100 ft.coils compressed air, natural gas, Typical uses include: liquefied petroleum (LP)gas,vacuum •Type M-above ground residential and light commercial uses.(Sizes range from 3/8"-8" Copper Hard 10 ft.straight Blue Domestic water ASTM B88 diameter) Water Tube, 20 ft.straight service and Type L distribution,fire •Type L-residential and commercial uses. (medium wall) Soft 20 ft.straight protection,solar, (Sizes range from 1/4"-8"diameter) 30 ft.coils fuel/fuel oil,HVAC, •Type K-underground residential,commercial 40 ft.coils snow melting, 60 ft.coils compressed air, and industrial uses.(Sizes range-from. 100 ft.coils natural gas, 1/4"-8"diameter) liquefied petroleum (LP)gas,vacuum •Type DWV-ASTM B306: used for drainage, waste and vents Copper Hard 10 ft.straight Red General plumbing ASTM B88 Water Tube, 20 ft.straight and heating purposes; Type M drainage waste, (light wall) vent and other light pressure uses. Copper Hard 10 ft.straight Yellow Drainage waste, ASTM B306 Drainage 20 ft.straight vents,soil and other Tube, non-pressure Type DWV applications Copper UNS No.C12200 Types K,L,and M ASTM B88 Color marking is not applicable to tube furnished in annealed straight t` lengths or coils. cerrom Flow Products,Inc. Corporate Headquarters PO Box 66800•St.Louis,MO 63166-6800 77' 888-237-7611 1618-337-6000•1.618-337-6958 II I IL AmenberofTheMarmonGroup ofcompanies www.cerroflow.com Ur, 151_ _ SDR35 D 3034/ PS46 F 679 FITTING SPECIFICATIONS �' I PR/WMM/CS,IPdcM. 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034,F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes,storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi.(74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated Fittings are produced in sizes 4"(100mm)through 36" (973mm)diameter.A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols,alkalies,salt solutions,acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking.GPK fittings shall be marked with applicable size,"PVC",company name or logo, PSM and the ASTM specification number(D 3034,F 1336 or F679). The fittings and/or packaging shall include the manufacturer's date and shift code. 6.0 Testing. A test after installation of either low pressure air(Uni-B-6)or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 71/2%of base ID as shown in table X1.1 of D 3034,and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling.with proper material is important to achieve desired density in haunching area which enables pipe,fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly,compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12"(305mm)over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally,service lines from the property line to the collection sewer should be a minimum depth of 3 feet(1 meter)at the property line and should be laid in straight alignment and uniform slope of not less than%"per foot(20.8mm/meter)for 4"(100mm)nominal pipe and 1/8"(10.4mm/meter) per foot for 6"(150mm)pipe. Where collection sewers are deeper than 7 feet(2 meters)a vertical standpipe or stack is permitted but not recommended,consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a"French Drain". Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings,reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4"(100mm)layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations,installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034,F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4"(100mm)through 12"(300mm)diameter. Fabricated fittings are produced in sizes 4"(100mm)through 36"(973mm)diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034,F 1336 or F 679 for workmanship,extrusion quality, stiffness,impact resistance,dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454,13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4"—5" 150 Ft-Lbs 6"—8" 210 Ft-Lbs 10"—36" 220 Ft-Lbs (100mm—125mm 203 J) (150mm—200mm 284 J) (250mm—973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb(9.07kg). Tup A and a Flat Plate Holder B.The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6"—8" 75 Ft-Lbs 10"—12" 90 Ft-Lbs (100mm 68 J) (150mm—200mm 102 1) (250mm—300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40%of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure:10 minutes @ 10.8 psi(74.5 kPa)+10 minutes deflected @ 10.8 psi(74.5 kPa). Vacuum: 10 minutes @ 22 in.Hg(74 kPa)+10 minutes deflected @ 22 in.Hg(74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee,wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi(6205 kPa) @ 72 hours. Heat Fusion Welded Joints(Butt Fusion Welds) Elastomeric Seals(Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches(516 square cm)surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm)surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 — a) 0 U — o tu" _ - R v) x u E __ 47- o -2.---. - 6 0 0 04 o ci -4- -h CO (-At, LJ) ^••••• 0) 0 LJ_ — 1 _ . .......1, O 0 — ti >, ,..."'1' z ---.., 0 .4" , ..,". ,.. ,-- \__—__„--, n. 133 Ec N- 0) ... 0 CO ',' , r C; "......-----...t-, 1.1.1 z 0 U) z c..0 cl) 686-- --••• .t 0 +' 1+ire 0.,It., _ , ''''' 3. --'0 Z 0 il ;1 0 u, CO i),__, - , - ft''t' I LLI if X X ,/, --' — ...J u_ .Z:-. (...,.1 Z t5 1..... II . U < • , .. >c 1 z cD 0 e — ce Co 00 C\1 —__- -- -1..t.---,,---- .. -4. "v v., — ,.. __ CO . _ n---,n,- CD - '.. - A ,,_ '6 LO (SD 5 u 1 c:. ..g , .11 co I „_- , v .- •0 0_ o_ Cr 'i (/) ...es3 OZZ.g a V b "E `), -t ..e. ig CCI r'1 o -..- ,..„. c u d) U a ....czi LZS-P a. 4 , 4 V g g6t-,52') 121§§g tn ,t'g.6 0 11:14,11 Cs! ' ?6 1 '`,,'id. 9:1 i/;,V.I'l I .§. l 0 . ,. . EtFltt, 14-) el ..., 1/40 No 5 i9. 6 f.. a. -.:...- ..< z 160 * op 4.1 Csi 1 : tr) Os4 t c IIIIIIII II% : oo E c c = = 0 IIIII 9 F g 0 a 0 a...- a c E O 8 0 c C* . El 4 5 900 11 -3 — 0 CT C P- 2 = "0 ZZE. 0 13 tx. 0 .4 0 .4-413 ) Cretex LSS internal Chimney Seal Trn.w LSS Internal Chimney Seal SUGGESTED CONDENSED MANHOLE FRAME SEAL SPECIFICATION (New Construction w/LSS Internal Seal) PART 1 GENERAL 1.01 WORK REQUIRED The Contractor shall install a frame seal in all new sanitary manholes included in this project.The frame seal shall span the entire adjustment area of the manhole by connecting to the bottom of the frame casting and top of the manhole cone. 1.02 SUBMITTALS The manufacturers of all manhole frame seals shall submit a notarized certification to the Engineer stating that their product meets the design life,performance and applicable material requirements of this specification. PART 2 PRODUCTS 2.01 FRAME SEAL Frame seals shall remain flexible throughout a 50 year design life,allowing repeated vertical movement of the frame of not less than 2 inches and/or repeated horizontal movement of not less than 1/2 inch. The flexible rubber sleeve shall be extruded or molded from a high grade rubber conforming to the applicable material requirements of ASTM C-923,with a minimum 1500 psi tensile strength,a maximum 18%compression set and a hardness(durometer)of 48±5.The sleeve shall be corrugated and available in four widths with unexpanded vertical heights of 8 inches(LSS 0-6),10 inches(LSS 6-12),14 inches (LSS 12-18)and 18 inches(LSS 18-24).The sleeve shall have a minimum thickness of.130 inches and a range of coverage which allows a span of up to 24 vertical inches of chimney without the use of an extension.The area of the seal that compresses against the manhole frame casting and the chimney/cone shall have a series of sealing fins to facilitate a watertight seal. The expansion bands shall be integrally formed from 16 gauge stainless steel conforming to the applicable material requirements of ASTM C-923,Type 304,with no welded attachments.The expansion bands shall have a minimum adjustment range of 2-1/2 diameter inches and a positive locking mechanism which secures the band in its expanded position after tightening. A. Acceptable Manufacturers 1. Cretex Specially Products PART 3 EXECUTION 3.01 SURFACE PREPARATION AND SEAL INSTALLATION The surface preparation required to install the frame seal and the installation of the seal shall be in accordance with the manufacturer's instructions. PART 4 MEASUREMENT AND PAYMENT 4.01 FRAME SEAL All costs for furnishing and installing a internal frame seal shall be included in the unit price bid for sanitary manholes. NOTE:A specifier is within his rights to issue a proprietary specification that names only one brand.If in the informed and professional judgment of the specifier,his client's needs will be best served by naming a particular brand,then he has the responsibility to limit his specification to one source.This practice is even acceptable on publicly funded projects.This principle of proprietary specification has found legal support in the case of Whitten Corp v.Paddock Pool Builders,Inc.,a Federal District Courtcase from Massachusetts(376 F Supp125).Further support came in 1975 when the U.S.Supreme Court rejected further appeal and review. Rev,01/15/2013 CRETEX SPECIALTY PRODUCTS N16 W23390 Stoneridge Dr-A,Waukesha,WI 53188 262-542-8153 • Fax 262-542-0301 • 800-345-3764 • www.cretexseals.com STARRPIPE PRODUCTS Joint Restraint Submittal Form Nip PVC Sta rg ri p•series 4000 /SMechanical Joint Wedge Action Restraint for AWWA C900/C905 and IPS PVC Pipe SUBMITTAL INFORMATION fvir PROJECT NAME: 40 * e. ENGINEER: CONTRACTOR: SPEC. SECTION: 6"PVC Stargrip®Series 4000 for PVC Pipe CO 0 11> of FMAppmvalsJ AWWA • . APPROVED MEMBER FEATURES&ADVANTAGES • The design eliminates tie rods and thrust blocks and has been proven in the market since 1992. • Can be used on 4"-12"AWWA C900,14"-36"AWWA C905 PVC pipe or 3"-12"IPS PVC pipe*(*transition gasket required on IPS PVC Pipe 12"and under). • Listed with Underwriters Laboratories in sizes 4"-12"for use on DR18 class 235 C900 PVC pipe at 150 PSI.Approved by Factory Mutual Research in sizes 4"-12"for use on DR18 class 235 at 150 PSI and for sizes 4"-10"DR14 class 305 C900 PVC pipe at 200 PSI. • Tested to and meets the requirements of ASTM F1674 through 14"size for DR18 PVC pipe. • The safety factor is twice(2:1)the standardized pressure rating listed on Page 18 of the catalog. • Will fit any Mechanical Joint configuration,meaning compatibility with different types of installations. • PVC Stargrip®offers 5°deflection through 12',3°on 14"-24"and 2°on 30"-36". • Larger ID allows easier installation on out-of-round pipe. • All sizes have curved wedges that will not flatten pipe. • For use on HDPE or C909 pipe,please contact Star Engineering. MATERIAL SPECIFICATIONS: • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 • Wedges:Ductile Iron per ASTM A536,Grade 65-45-12 heat treated to a minimum of 370 BHN . Wedge Finish:Thermally cured fluoropolymer epoxy coating GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check): fi Standard:alkyd enamel coating ri Standard:T-bolts are high strength low alloy steel 0 manufactured in accordance with ANSI/AWWA riOptional:StarbondTM TGIC polyester powder coating C111/A21.11-00 applied by an electrostatic spray process ri Optional:T-bolts and nuts alloy SS 304 per ASTM F593 Optional:Other(specify) r-1 Optional:T-bolts and nuts alloy SS 316 per ASTM F593 COUNTRY OF ORIGIN OPTION (Please check one): Optional:T-bolts and nuts Fluoropolymer Star-Blue � I coated high strength low alloy steel manufactured ' I Import in accordance with ANSI/AWWA C111/A21.11-00 r 1100%Domestic' Domestic gland with import components' ('Please see Domestic Restraint Options Available on our website.) REV.13-1 ®REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR'PIPE PRODUCTS FM Approvals HOUSTON CORPORATE I TOLL FREE 1-800-999-30091 FAX 281-558-9000 0 www.starpipeproducts.com aas`` Page 1 STARR'PIPE PRODUCTS Joint Restraint Submittal Form S/ PVC Stargrip°series 4000 Mechanical Joint Wedge Action Restraint for AWWA C900/C905 and IPS PVC Pipe TECHNICAL INFORMATION (I 1I ' 0D itairist rfr---- # :. -- A0 0� QII IIQ wl ♦ \-..- -./` yr- i. 'ilii. 6"PVC Stargrip®Series 4000 for PVC Pipe PVC STARGRIP°4000 SPECIFICATIONS* 115 NOM. C900/C905 IPS PIPE OD T-BOLTS APPROX Please SIZE PIPE CI OD GASKET REQUIRED) OA B Cl OD (QTY) WEDGES as) check sizes: Tri 3 N/A 3.50 4.00 7.69 8.50 3/4 5/8(4) 4 7 El4 4.80 4.50 4.93 9.12 9,53 7/8 3/4(4) 4 9 1 6 6.90 6.63 7,03 11.12 11.63 7/8 3/4 (6) 6 13 8 9.05 8.63 9.18 13.37 13.9/ 7/8 3/4(6) 6 17 10 11.10 10.75 11.23 15.62 16.18 7/8 3/4 (8) 8 23 fl12 13.20 12.75 13.33 17.87 18.18 7/8 3/4 (8) 8 28 14 15.30 N/A 15.45 20.75 20.36 7/8 3/4(10) 10 56 t I- 16 17.40 N/A 17.55 23.00 22.46 7/8 3/4(12) 12 60 fl 18 19,50 N/A 19.65 25.25 24.56 7/8 3/4 (12) 12 65 pitill ,r - r- 20 21.60 N/A 21.75 27.50 26.66 7/8 3/4 (14) 14 76 ri ,. ,, 24 25-80 N/A 25 95 32.00 30.86 7/8 3/4(16) 16 98 L30 32.00 N/A 32.18 39.38 36.82 1-1/8 1 (20) 20 1/3 36 38.30 N/A 38.48 46.25 43.12 1-1/8 1 (24) 24 210 w {V!,;'1 *All dimensions in inches except where indicated. I-dimension after assembly on pipe ate.- Thr u- MAXIMUM WORKING PRESSURE RATING WITH OCCASSIONAL&RECURRING SURGES IkAui' NOM. C900 C905 ASTM D2241 - SIZE(IN) DR14 DR18 DR25 DR18 DR21 DR25 DR32.5 SDR17 SDR21 SDR26 -6)] 3 250 200 160 4 305 235 165 250 200 160 g 6 305 235 165 250 200 160 �" 8 305 235 165 250 200 160 �-- 10 305 235 165 250 200 160 16y .y 12 305 235 165 250 200 160 �� 14 235 200 165 125 16 235 200 165 125 - 18 200 200 165 125 20 200 200 165 125 i4; k _ 24 165 165 165 125 `` 30 165 125 ��'�i° 36 165 125 REV 13-1 ®REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR'PIPE PRODUCTS ��. HOUSTON CORPORATE TOLL FREE 1-800-999-30091 FAX 281-558-9000 FM Appmuals wwwstarpi peprod ucts.com \srrz Page 2 SUBMITTAL INFORMATION 4AIP11441.Mechanical Joint Retainer UFR1500-x-U st le 11' ; ' � y � r 3" - 12" SERIES UFR1500 CIRCLE-LOCK MECHANICAL JOINT RESTRAINT FOR C900, C909 AND IPS PVC Ductile iron actuating screw,with the Auto-Tork break-away Safety stop insures ring segments can to I i head design,insures proper torque during installation. am never be over-tightened. ATI O Auto-Tork Bolt /Cr- 111111 \Akt r111I qv* LA4tsio I:I- Restraint Segment i�/r Gland body is of High Strength j Ductile Iron per ASTM A536, ** j t.,--....; ��♦ ■" Grade 65-45-12.Compatible 0 -N , 47 with all mechanical joints (� conforming to ANSI/AWWA C111 /A21.11. `''�- Ring Segments are ductile Bolt Hole Cross Section iron per ASTM A536 and heat Front IIII Back treated to a hardness of 370 1111 BHN minimum. NOM. N0.OF APPROX. P2** PRESSURE RATING /SUBMITTED PIPE O.D. CATALOG RESTRAINT WEIGHT P1* BC D ITEM(S) SIZE NUMBER SEGMENTS (LBS.) C900 IPS C900 C909 ASTM 02241 C909 DR-18 DR-14 PC-235 SDR-26 SDR-21 3" 3.50" UFR1500-3-U 4 9 11.50" 9.00" 6.19" 4.06" - 160 PSI 200 PSI 4" 4.50"-4.80" UFR1500-4-U 4 10 13.00" 9.40" 9.25" 7.50" 4.90" 235 PSI 305 PSI - 160 PSI 200 PSI 6" 6.63"-6.90" UFR1500-6-U 6 14 15.13" 11.60" 11.65" 9.50" 7.00" 235 PSI 305 PSI 235 PSI 160 PSI 200 PSI 8" 8.63"-9.05" UFR1500-8-U 6 18 17.25" 13.75" 13.60" 11.75" 9.15" 235 PSI 305 PSI _235 PSI 160 PSI 200 PSI 10" 10.75"-11.10" UFR1500-10-U 8 25 19.38" 16.00" 15.85" 14.00" 11.20" 235 PSI 305 PSI 235 PSI 160 PSI 200 PSI 12" 12.75"-13.20" UFR1500-12-U 8 29 21.50" 18.05" 17.85" 16.25" 13.30" 235 PSI 305 PSI 235 PSI 160 PSI 200 PSI *Maximum O.D.of gland on pipe before Auto-Tork heads are removed(as shipped). "Maximum O.D.of gland on pipe after Auto-Tork heads are removed. FEATURES • Fits C900, C909 and ASTM D2241 IPS PVC • Full circle contact and support of the pipe wall • "Auto-Tork" actuating screws with heads specially designed to twist off at the correct installation torque, leaving a hex head in case future system maintenance or removal is required • Restraining segments are mechanically retained in pockets • Series 1500 eliminates the need to pour expensive and time consuming concrete thrust blocks • UL/FM approved, 4"-12" nominal size C900 PVC, for use on listed and approved PVC pipe • Gland, screws and segments are black epoxy coated using the e-coat process • Gland colored red for identification purposes • Ductile iron castings are manufactured, assembled, inspected and packaged in the U.S.A. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 UN o' GE OR w Phone: 260-563-3171 / Fax: 800-826-3487 os Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 03/01/12 C---:-.4.011111111P. : RR/ STAPIPE PRODUCTSSubmittal Domestic Ductile Iron MJ Compact Fittings / ANSI/AWWA C153/A21 .53 GENERAL SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 A PRESSURE: 350 PSI rating for 2"-24"sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"sizes TESTING: In accordance with ANSI/AWWA C153/A21.53 and UL requirements AW WA LAYING LENGTH: In accordance with ANSI/AWWA Cl 53/A21.53(fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) MEMBER DEFLECTION: 2"-4"=8° 16"=7° 18"-12"=5° I 14"-16"=3'/a° 118"-24"=3° I 30"-48"=2° 01.$ WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating FLANGES: Flanged ends on fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4--size 2"-3"single thickness and sizes 4"-64"double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C 153/A21.53 (r) GASKETS: SBR in accordance with ANSI/AWWA CI11/A21.11(see pg.16) T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWAC111/A21.11(see pg.18) 4C APPROVALS: 3"-12"UL/ULC Listed I 3"and greater are UL/NSF-61 I 3"-16"FM APPROVED.Please consult factory for detail listing and approvals. UL DIMENSIONS: All dimensions are in inches unless noted otherwise. WATER QUALITY SUBMITTAL INFORMATION M L 1111>.- - ,, PROJECT NAME: : _ 1l,111upp=E1111 i APPROVED • ENGINEER: � // CONTRACTOR: R2 �L _ ` / ,/ SPEC.SECTION: 75 in. D c -■� o1r" 0 T'.24"=0.31 in. Fn 30•-64-=0.38 in. B MECHANICALJOINT DIMENSIONS NOM. ADIA. B CDIA. DDIA. FI)IA. JDIA. KI DIA. K2 DIA. L M S 0 XDIA. SIZE SIZE NO. 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28° 3/s 54x3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28° 3/a 3/4 x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28° 7s 3/4x31/2 4 6 6.90 250 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28° 7/8 3/4 x 3 1 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28° 7/S 3/4 x 3 1/2 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28° 7/s 3/4 x 31 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28° 7/3 3/x 3 1/ 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28° 7/s 3/41:4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28° '/a 3/4 x 4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.68 28° 2/8 3/4 x 4 12 20 21.60 3.50 22.70 22.84 21.74 2550 27.08 27.00 1.02 1.44 0.69 28° 7/6 3/4 x 4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 28° 7/8 YI x 4 1/2 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20° 1 1/2 1 x 5 1/2 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20° 1 Vs 1 x S 1/2 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20° 1 3/S 1'/I x 6 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20° 1 3/6 1 1/4 x 6 .32 54 60 (Fittings&Dimensions Available On Request} 64 SIZE RANGE(Please specify): LINING OPTIONS(Please check one): COATING OPTIONS(Please check one): Size Range ®✓ Standard:Cement-lined and asphalt seal coat per ®✓ Standard:Asphaltic seal coat per ANSI/AW WA ANSI/AWWAC104/A21.4 and UL/NSF-61 C104/A21.4 ® Optional:FBE(Fusion Bonded Epoxy)per ANSI/ Optional:FBE(Fusion Bonded Epoxy)per ANSI/ ® AWWACI16/A21.15and UL/NSF-61 AWWA C116/A21.15 and UL/NSF-61 Optional:P401(Protecto 401)Ceramic Epoxy- Optional:Other(specify) ® sewer applications only.Not NSF-61 Optional:Other(specify) UCAT12.01-SUB t_1 F 'REGISTERED TRADEMARK OF STAR PIPE PRODUCTS J` + STAR PIPE PRODUCTS FLI Approvals HOUSTON CORPORATE T9LL FREE I-800-999-3009 FA/FPI-SSE-9000 ' -:7' www.stapipnpmduchcom Page 1 23U - Mechanical Joint , ANSI/AWWA C153/A21.53 TYLER UNION' Compact Ductile Iron Fittings Quality Waterworks Products Revised 4/2014 w+nw:ty I eru ni o n,co m DOMESTIC PRODUCT SUBMITTAL Current Revisions Apply for all Listed Standards SIZES' 2"through *64"(2"not included in ANSI/AWWA C153)(*Contact Tyler Union for 54"-64" information) STANDARDS' ANSI/AWWA C153/A21.53, NFPA 13/24,3"-12"UL and 3-10"FM listed&approved (File-Tyler Union) Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings rated at 250 psi. Mechanical joints 2"-24" rated at 350 psi and 30"-48"at 250 psi. *Note: With the use of rubber annular ring flange gasket,2"-24"fittings can be rated at 350 psi. Note: Wyes over 16"are not pressure rated. Contact Tyler Union for rating in your application. DEFLECTION' Max joint deflection 2"-12",5°and 14"-48",3°. Reduces by 50%at nominal pipe&fitting diameters NSF-61 &NSF-372' Meets all requirements including Annex G,Tyler Union's Underwriters Laboratory listing MH16439. ASPHALTIC COATING: Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. CEMENT LINING' Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. EPDXY COATING' Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE' Available upon request FASTENERS' Per ANSI/AWWA C111/A21.11 and/or ASTM A242 high strength low alloy weathering steel INSTALLATION' Per AWWA C600 and C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. I yr+�I 1 C -�� 't III- WOK f ' WW4e4br4 T:7"1166Azic.....-'. --- Ail. I_ • ANSI/AWWA C153/421.53-Compact Flange Nominal Thickness Dimensions in Inches(T=+/-.060") Size T 1 Size 'i T i Size T 022u3- - t 3_ .60 i 10 .75 18 .93 0.76 In0. R N �== - R 4 .63 12 .81 20 .96 a ) 6 .63 14 .87 24 1.00 K., n e F A h7 8 70 16 .90 36 I 1. 0 'TYLERR 0-P.1e14 MECHANICAL JOINT- NOMINAL JOINT DIMENSIONS IN INCHES BOLTS Size A Dia. B Hub C Dia. D Dia. F Dia, J Dia. K'Dia. K2 Dia. L M S T X Size Qty. Inches DI Pipe Depth GLAND GLAND GLAND GLAND 2 2.51 2.50 3.50 3.60 2.61 4.75 6.19 6.89 0.58 0.62 0.36 0.30 3/4 5/8x3.0 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 0.33 3/4 5/8x3.0 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 0.34 7/8 3/4x3.5 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 0.36 7/8 3/4x3,5 6 8 9.05 2.50 10.17 10.27 9.15 11,75 13.31 13.37 0.66 1.00 0.45 0.38 7/8 3/4x4.0 6 10 11,10 2.50 12,22 12.34 11.20 14,00 15.62 15.62 0.70 1.00 0.47 0,40 7/8 3/4x4.0 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 0.42 7/8 3/4x4.0 8 14 15.30 3.50 16.40 16.54 15.44 18,75 20.31 20.25 0.79 1.25 0.55 0.47 7/8 3/4x4.5 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 0.85 1.31 0.58 0.50 7/8 3/4x4.5 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24,83 24.75 1 00 1.38 0,68 054 7/8 3/4x4,5 12... 20 21.60 3.50 22.70 22.84 21,74 25.50 27,08 27.00 1.02 1.44 0.69 0.57 7/8 3/4x4.5 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1 56 0.75 0 61 7/8 3/4x5.0 16 30 32.00 4.50 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 0.66 1-1/8 1x6.0 20 36 38.30 4.50 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 0.74 1-1/8 1x6.0 24 42 44,50 4.50 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 0.82 1-3/8 1-1/4x6.5 28 48 50.80 4.50 52.09 52.26 50.97 57,50 60.00 60.00 1.45 2.00 1.35 0.90 1-3/8 1-1/4x6.5 32 *Tyler Union Waterworks Contact Information* Tyler:11910 CR 492•Tyler,Texas 75706•(800)527-8478 Anniston:1501 W 17th St.•Anniston,AL 36201•(800)226-7601 Corona:1001 El Camino Ave.• Corona,CA 92879•(866)527-8471 61 29U-Domestic Heavy y Duty Cast Iron Curb, Service, TYLER UNION. & Valve Boxes + Components Quality Waterworks Products Revised 07/11 SUBMITTAL (Current Revisions for All Standards Apply) SIZES: Adjustable Slip and Screw type with standard assembled lengths ranging from 19"to 72" (Lengths noted do not include the addition of risers, extensions, and/or bases). See the Catalog or List Price guide for access., lids, rings, bases, risers, meter covers, etc. STANDARDS: Produced with Class 35 cast iron in accordance with and meeting all applicable terms and provisions of ASTM A-48. All Tyler Union valve boxes when properly installed are suitable for use in conjunction with projects utilizing American Association of State Highway and Transportation Officials (AASHTO) standards and provisions. INSTALLATION: Per AWWA M44, Manual of Water Supply Practices COATING. The asphaltic bituminous coating is applied to a thickness of 1.0 to 1.5 mil and the coating once dry is neither brittle when exposed to cold or sticky when exposed to the sun. For 4"to 12"Valves For 3"to 20"Valves For 4"to 12"Valves For 4"to 12"Valves 51/4'Shaft,Screw Type 51/4"Shaft,Screw Type 51/4"Shaft,Slip Type 5'/4"Shaft,Slip Type --53/u- r-51/4-1 r-53/4-1 9 „,1 3k 1 *-Ir-514'11 vvir-51k'II —�jBjB34 11.11 9 I-53/4 r— —I-9"!, �I ,2 TI I 7�'e I I I �I 7 i I6'e 5 Ir SWI I-7 — 79y, i i� i m I 2 W w j 6'/. Y. J Q Q Lw �._..._.... m m Q 142 J 1 Q I Q Q 21 6' m -± I K 6 642 I. z ; a� it:rill .rill r 1 1 i it: li 6/2III II<~ SII It► �1 --9'i. ��18L_ I. .e J l—jye—I Lave I17�8 7I-6JI 1 1-6'i. -i 1-6—I - 10'14 10,/, 1044 6850 SCREW TYPE 6860 SCREW TYPE 6855 SLIP TYPE 7126 SLIP TYPE VALVE BOX VALVE BOX VALVE BOX VALVE BOX Cast Iron -2 piece Cast Iron-3 piece Cast Iron - 2 piece Extension Extension Extension Extension Components Height Components Height Components) Height Components Height 26T+ 24B 28-48 10T+ 15B 19-22 10T+ 12B 27-37 10T+ 15B 19-22 26T+ 30B 34-54 10T+24B 27-32 10T+ 18B 33-42 10T+24B 27-32 26T+ 36B 40-60 16T+24B 27-37 16T+ 24B 39-49 16T+ 24B 27-37 26T+ 24B + #60 Ext 52-72 16T+ 30B 33-43 16T+ 30B 45-54 16T+30B 33-43 26T+ 368+ #60 Ext 60-80 16T+ 36B 39-50 16T+ 36B 51-60 16T+36B 39-50 NOTE: Use the 6855 Bottoms 26T+ 30B 36-52 26T+ 30B 45-66 26T+ 30B 36-52 with these Tops 26T+36B 39-60 26T+ 36B 51-72 26T+ 36B 39-60 26T+ 24B+#60 Ext 51-71 NOTE:Base Required, 26T+ 24B+#60 Ext 51-71 26T+ 36B+#60 Ext 62-82 Order Separately 26T+ 36B + #60 Ext 62-82 I Iw For 1/2"to 2"Curbstops C z'4 r I-7;,e '1h 6500 SCREW TYPE T = Top i, =h CURB/SERVICE BOX ',Jta"°-J w Extension B = Bottom m .„ a Componets In Inches EXT = Extension 2 ' 'i > 18T&27B 30-42 L :: % W 'lg 18T&33B 36-48 3 a 24T&33B 36-54 •..,1 > 41_ 1i` 24T&39B 42-60 ., 30T&39B �az%:�- 41-64 6 2_1%-J.] *Enlarged Base Available Tyler:11910 CR 492-Tyler,TX 75706-(800)527-8478 Anniston:1501 W. 17th Street-Anniston,AL 36201-(800)226-7601 Corona:1001 El Camino Ave.-Corona,CA 92879-(866)527-8471 Portland:6204 N.Marine Dr.-Portland,OR 97203-(866)527-8471 www.tylerunion.com UII'IT RHINO ' Product Specifications 150# FLANGE BOLT SETS GRADE 5 Product Features HEX BOLTS Manufactured to I/A/W ANSI/ASME B18.2.1. '''' u4 e ,?' They conform to ASTM A307, � "w Grade A specifications. I FINISHED HEX NUTS '= Manufactured to I/A/W ANSI/ASME B18.2.2. v They conform to ASTM A563, Grade A specifications. The Bolts And Nuts Are Supplied With A Plain Finish. 18635 1-1/2" 50 1/2"-13 x 2" 18636 2" 50 5/8"-11 x 2-1/2" 18637 2-1/2" 50 5/8"-11 x 3" 18637 3" 50 5/8"-1 1 x 3" 18638 4" 20 5/8"-11 x 3" 18639 5" 10 3/4"-10 x 3-1/4" 18640 6" 10 3/4'-10x3-1/4" 18641 8" 10 3/4"-10x3-1/2" 18642 10" 1 7/8"-9 x 3-3/4" 18643 12" 1 7/8"-9 x 3-3/4" 18644 14" 1 1"-8 x 4-1/2" 18645 16" 1 1"-8 x 4-1/2" 18646 18" 1 1-1/8"-7 x 5" 18648 20" 1 1-1/8"-7 x 5" 18649 24" 1 1-1/4"-7 x 5-1/2" DISTRIBUTED EXCLUSIVELY BY CCZ-VILI ti,vOS FOUN0R Ar/ Q)-. &Np,Y S Foovo ti0 gaYcg W /1, ..6._ NEAT'E� .- Z i = .DIL4K.LI- w% ,V,,,,. ...,..-__ , �Qa PRA I R,E 1 �o �--= 4� PRAIRIE,s # 3p LID TOP VIEW RING/LID // BOTTOM VIEW RING/LID [..-- 12 5/8' 7/16' C321mm] [ [11mm] 77-7- 117.7771 ° f 34 SERIES WATER METER 17 3/4" C451mr1] 1 1/2" h 12 13/16"C325rnr,] I 138tnr,] 34A 14" TALL 40 LBS 34A 1 Slot 14' TALL 40 LBS 34B 18" TALL 43 LBS f11 1/4' T 34B 1 Slot 18' TALL 43 LBS [286mm] 34B 2 Slot 18' TALL 43 LBS 34C 24' TALL 47 LBS 34C 1 Slot 24' TALL 47 LBS iiiiiiiiiiiiiiiiiiiiiiiiiiiiii 34D 30" TALL 51 LBS 34E 36" TALL 56 LBS HeIgh- MillIMEMMED 34F 42' TALL 62 LBS 34G 48" TALL 70 LBS 34H 54' TALL 85 LBS 34I 60" TALL 95 LBS 800-258-2278 972-263-1360 Pattern Number: BH® 34 Weight- See chart B S,,,1111111 HAYS ' .i `` b '° .I�.) ,.11 i " Drawn By: MEH Ai , U ,u Description: Galvanized Meter Boxes With Cast Iron 2385.Bagdad Rd. Ring&j4 Other Lettering Available. Grand Prairie,Texas 75050 Drawing Date: 5-14 Mit i.; ci'd. Copyright©Bass&Hays Foundry,Inc.2014,All Rights Reserved.All B&H Products Are Made In USA [ 31 7/8" i 20 1/2,. — 4, -7/8- [22,,,,,n1 DIA (alOrnm) .....)2(20 NVattOr - HANOLMG ROLE S'O'''' 's1.' 3/4" 1' Camolittrat 1 1/4'um:Rs 444'044.41?... 4 1 c [19mmi [25mm] I —.1 ...•02,*A""%20.1°2 • (RECESSEO FLUSH) AWAW.ta ill WNW%. ) 11. t ,kiii*Xiinnt a,,,..,:,...x,,.,.„,„, ....,,ozom,vem::::::$0), iimmil::::::::$,Nintrowcot,i.; $01tytosimemOWNO. ID2Imrs) : +i, ; *YON•2222222 Vs222222(--—• -•-,, •*,' s V:thrilittlipiletlia*WWW•ii soy.14022(4M9FAA':"Vre, Va+VA:qiitiNektaV 4X6X.'"X(X4.24074:40(A4.0220 ( ( 'Ant...WAN an thmit“,40'" r j — L76mmi I 26 9/1 6' (675mrn) COVER SECTION 33 1 3/8" (35rnm)- [5414,m1 - 1 3/8' 32 I/8`OM a [38nini] . 4' (816mm) 1 (I 02mrrq 14-401,111 WINO' / ' . — ) maims 1 , 2. V1 92 4 1 3/8" I II (D 1 synj I ( m)- I 1/2W 37C;2 mt) [1.""] ( (95mrnim 32 vr DIA (816mm) 7/8" 38"Du r [22mm] I (285mrn) 417,/Vi" , FRAME SECTION :, — - d.i. . , a at...-Aslario 1 3/4' Ir 2 7/16 VRM30 [R44mm (62mm] WITH CUSTOM LOGO 2 1/4" (R57mm 1 co ova. x 4 00 t G. COVER:208 LBS(94kg) 1/2" STARLESS STEEL.ROO RING: 135 LBS(61kg) f R13m Fr UNIT:343 LBS(156kg) PICKBAR DETAIL 31 7/Bk Dak 1 3/8. 1 1/2"FoLSEE LETTERW4C 3/4"(810nw) 1.7-1 1 ,[36"") (RECESSED) [1911)(R) 1.25(m3 toil lottles,,.. triiimummi.........,.........v..wwwwwww....,.., r...0, 10°- "'Si yo8:442(nnoliDt• scums, .001' is.„.., 1 ,,s. 's4:111kilfr 28 9/16"DK 1 3' - v' [675mt (nirrini) (2)CLOSED 30 3/4" i/4"tanutrEr PICKHOLES [781rnrn) WORW4E (TO ctrisice Of GROOVE) sZ 5 3 r • L s.., COVER SECTION 0 17 4' i 1/2" Ct- Dartym) 4(/ 4 ../ C." 4 R \\\ V1615-4 (4)1/243 X I 3/4 rot ss PP SCREW Wu:a ZINC PUT) ra----- 3:3(111410ma) ---1 _ 1 J. 32 ve us, Worm) I ' I-It: rilkflen) 4" (102.rntrrq 1 Sir J If.otA3 isstwo) rilt:4 32 1/8.174k tale..,1 36 OK (2133mord 2 3/4* t57(nm) FRAME SECTION 7/16' _ 1 3/13. o [11mrn — (35mm) saiMireW ih" ilex. VRM30 WT WITH CUSTOM LOGO [2,5men € .180 VsE5mm) COVER:205 LBS(93kg) " L 1" [Strm [25mrn] .244:r II FRAME:135 LBS(61kg) tanYni-."- PICKHOLE DETAILGROOVE DETAIL UNIT:340 LBS(154kg) 7 P ,-----r A I L 8— WATER 5. -, 2 I E _, _______i , 4. ,, ......... 3 1 4 1-111IN 2 ;4/. 6 l': 1 52------>i 350-4 RING&COVER FOR 6''PVC PIPE RING.9 LBS 6"MUSHROOM LID LID.4 LBS SET,13 LBS LID 12 LBS io.se / 4,-t" •*. t P NC/ (.\\ (5) , 132.1 \'9"cilA• IC — — ti (191rr-,11 z iliP •••1 L kit?, UNDER DRAIN LID ONLY 404 LATERAL CLEANOUT 7 1 1.1. .. 4 WITH LID 8.,GASKET a B— BASE 11 LBS 1 LID 4 LBS SET 15 LBS 1 I 2 — I- 91. 42 ....._,. ., ....__ _ , p %: p p M&H MODEL 129 FIRE HYDRANT 430 %1�i O © ,r. 7. O ITEMS QTY DESCRIPTION MATERIAL j / 1 1 WEATHER SHIELD CAST IRON ASTM A-126, CLASS B I;1 —UELECTRO ZINC 1�\ \ 3 1 OPERATINGNNUTUG BOLT 1/2-13X2 BRONZE ALLOY CDA E84400ASTM 8-584 •�``\_��\ p __ 4 1 HOLD DOWN NUT "0" RING N.B.R. CO I �� -5 1 HOLD DOWN NUT BRONZE ALLOY CDA 84400ASTM B-584 III l 41E06 1 HOLD DOWN NUT SET SCREW 18-8 SS ASTM F-593 GROUP 1 4320 1/ MI 7 **1 THRUST WASHER NYLON ® 8 1 BONNET CAST IRON ASTM A-126 CLASS B 1 1 9 *1 BRONZE STEM SLEEVE "0" RING N.B.R. 10 "1 BRONZE STEM SLEEVE BRASS TUBING, ASTM 8-135 ALLOY NO. 2 II 'l ® 1e� �e� 11 1 UPPER ROD/STEM ASSEMBLY STEEL C1117 HFS w/BRZ STEM SLEEVE i�_ `��.\ ,��_&VITI, 12 6 BONNET BOLTS 1/2-13 x 2 1/4 ELECTRO ZINC PLATED STEEL M_% \=i4� --��1 13 6 BONNEf NUTS 1/2-13 ELECTRO ZINC PLATED STEEL =- 16-17I 14 2 LOWER BONNET STEM '0' RINGS N.B.R. ® IRM �ui� 15 3 NOZZLE/STAND PIPE "0" RINGS N.B.R. III �I7 \\� 18-19 16 2 HOSE NOZZLE CAP CAST IRON ASTM A-126. CLASS B � 20-21 17 1 PUMPER NOZZLE CAP CAST IRON ASTM A-126, CLASS B 18 2 HOSE NOZZLE CAP GASKET RUBBER ASTM D2000 19 1 PUMPER NOZZLE CAP GASKET RUBBER ASTM D2000 / 20 2 HOSE NOZZLE SET SCREW 18-8 SS ASTM F-593 GROUP 1 21 1 PUMPER NOZZLE SET SCREW 18-8 SS ASTM F-593 GROUP 1 22 2 HOSE NOZZLE 2 1/2 BRONZE ALLOY CDA 84400ASTM 8-584 ' 22-23 23 1 PUMPER NOZZLE 4 1 N/2 NBRONZE ALLOY CDA 84400,ASTM 8-584 ��! 25 1 PUMPERONOZZLE "0 I RING N.B.R. / 26 211111 NOZZLE SECTION CAST IRON ASTM A-126, CLASS B iiiis:/\!\\ � 27 1 'S' HOOK ELECTRO ZINC PLATED STEEL . 281NOZZLE CAPCHAINSELECTROZINC PATEDSTEE��` 24-25291ASTEMCOUPLING7! REAK COUPLING CASTIRONA126CLASB/ / /32 8 SAFETY FLANGE BOLTS 5/8-11 X 4 ELECTRO ZINC PLATED STEEL 33 8 SAFETY FLANGE NUTS 5/8-11ELECTRO ZINC PLATED STEEL \ 34 2 SAFETY FLANGE (HALF) CAST IRON ASTM A126, CLASS B .3S *1 STAND PIPE UPPER FLANGE DUCTILE IRON U ® 36 1 STAND PIPE DUCTILE IRON PIPE 37 1 LOWER ROD / LOWER STEM STEEL C1117 HFS 4E50 , ® ® 38 *1 STAND PIPE LOWER FLANGE DUCTILE IRON r V 39 8 SHOE BOLTS 5/8-11 X 3 1/2 304 STAINLESS STEEL 40 8 SHOE BOLT NUTS 5/8-11 304 STAINLESS STEEL ® 1�� 1I�1,• �R� ® 41 1 HYDRANT SHOE/ELBOW DUCTILE IRON ASTM A-536, GRADE 70-50-5 / I 42 2 DRAIN HOLE BUSHINGS BRONZE ASTM B-135 °!I � !"!! 43 1 UPPER DRAIN VALVE/UPPER VALVE PLATE ALUMINUM-BRONZE ALLOY ASTM 8-763 111/7 �% 1AA ® 44 2 DRAIN VALVE FACINGS BUNA "S" :X:' �v e U 45 8 DRAIN VALVE FACING RNETS COPPER ® ... 1y' �'•.. 46 1 LOWER STEM PIN 112 X 1 3/4 18-8 STAINLESS STEEL TYPE E 47 1 LOWER STEM '0' RING SEAL N.B.R. GROUND LINE 48 1 MAIN VALVE RUBBER/SEAT S.B.R. 49 1 LOWER VALVE PLATE LOCKWASHER 18-8 STAINLESS STEEL SPRING LOCKWASHER 50 1 LOWER VALVE PLATE/BOTTOM PLATE CAST IRON ASTM A-126, CLASS B 51 1 BRONZE MAIN VALVE SEAT RING ALUMINUM-BRONZE ALLOY ASTM 8-763 52 1 MAIN VALVE SEAT RING UPPER "O"RING N.B.R. 53 1 MAIN VALVE SEAT RING LOWER "0" RING N.B.R. 54 *1 SHOE RETAINER RING BRONZE ALLOY CDA 8440, ASTM B-584 55 "1 SHOE RETAINER RING `O"-RING N.B.R. * NOT FIELD REPLACEABLE - PERMANENTLY INSTALLED ** NOT STANDARD ON 4 1/2" VALVE OPENING MAIN VALVE SIZES AVAILABLE: 4 1/2" & 5 1/4" ® SMEETS OR EXCEEDS AWWA C502 IT i TRENCH 250 PSI WORKING PRESSURE AWWA j DEPTH 200 PSI WORKING PRESSURE UL/FM (ISI 500 PSI HYDROSTATIC TEST PRESSURE / 1 HYDRANT SHOE STYLES AVAILABLE: }i��r�� 44 j m 4"N& 6"OTE: 5-1/4" WITH 6"MECHANICAL JOINT ONLY in„ llUll,, U,, „ai 9.0 j NIP m 4" & 6" — FLANGED _ m ® L �i !'� � ' m LISTED e-, = ® __' � . V 1::11\ e ,mi ; 11.1, g 1 0 0888H *V \ \ FIRE MAIN L. HYDRANT 1CDEL 129 •} _ f �o\\\\\\\\\\�` 8" APPROVED swA .".,\NsNriii -.. 1m DWN: TRIJ m M&H VALVE COMPANY DATE: 7/1/05 \�\\\\\\\\\\\\\\\\\\\\\\\\��\\"•`\\••••`•\\\� ANN I STO N,ALABAMA DWG. NO. m \��"� A DIVISION OF MCWANE INC. CD m FH-129 THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. SUGGESTED SPECIFICATIONS (1 of 2) M&H AWWA C502 FIRE HYDRANTS • Model 129 • Traffic Model • 250 PSI Working Pressure— 500 PSI Hydrostatic Test- AWWA • UL/FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502,latest revision. Fire hydrants shall be of the compression type,with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be(4'/i"or 5 1/4")in diameter. Fire Hydrant shall be of a dry barrel,dry top design. The nozzle section shall consist of two(2)hose nozzles and one(1)pumper nozzle or other as specified. RATING Fire hydrants shall be rated at 250 psi water working pressure,tested at 500 pounds hydrostatic for structural soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side,first with the main valve closed for the testing of the valve seat: second,with the main valve open for testing of the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 4"or 6"fusion bonded,epoxy coated mechanical joint or CONFIGURATION flanged shoe. Mechanical joint shoes shall be fitted with strapping lugs. DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze top plate/drain valve mechanism. Drain valves shall be faced with rubber. The bottom stem threads of the main valve rod shall be fitted with an epoxy coated,cast iron bottom plate, sealing lower rod threads from the water. Changes in size or shape of the waterway(hydrant nozzles)shall be accomplished by means of easy curves. Exclusive of the main valve opening,the net area of the waterway of the barrel and the foot piece at the smallest part shall not be less than 120%of that of the net opening of the main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanically locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place,no excavation will be required to remove the main valve and movable parts of the drain valve. Further,the hydrant shall be of the type that can be extended without excavating. Hydrants shall be so designed that,in the event of accident,or breaking of the hydrant above or near grade level;the main valve will remain closed. The main valve rod shall be made in two parts and fitted with breakable coupling at the ground line flange. The ground line connection between nozzle section and the barrel shall incorporate the use of traffic flange. This connection shall be so designed that the nozzle section can be rotated in any increment of 360°. The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads of the hydrant shall be so designed as to avoid the working of any iron or steel parts against either iron or steel. The operating stem and operating nut threads shall be square or acme type. July 2005 / M&H C502 / Model 129 SUGGESTED SPECIFICATIONS (2 of 2) DESIGN The operating thread shall be lubricated at factory with food grade grease. Access shall be provided (Continued) to field lubricate the operating mechanism. The operating thread shall be sealed from water at all times when the valve is either in the opened or closed position. The operating rod shall be bronze sheathed where it passes through the double"0"ring seal in the bonnet. The bonnet shall be weather proof and utilize a weather shield integral with the external wrench operating nut. The operating nut shall be made of bronze with a self-lubricating design. Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive acting non-corrosive drain valves that shall drain the hydrant completely by opening when the main valve is closed,and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal of the main valve,should maintenance be required. The nozzle section shall consist of two-2 1/2"hose nozzles to the specified thread designation(NST or other,as specified)and one pumper nozzle 4''A"in diameter to the specified thread designation(NST or other,as specified),or other combination of nozzle outlets,including independent hose gate valves,as specified. Two 0-ring seals shall be utilized where the main hydrant rod passes through the 1 piece bonnet. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts of hydrants of the same size and model produced by the same manufacturer shall be inter- changeable. Hydrant shall open by turning to the(left or right). Direction of opening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape of operating nuts cap nuts shall conform to National Standard unless otherwise specified. Bury shall be(specify depth of bury)measuring depth from grade line to bottom of trench or connecting pipe. Auxiliary shut-off(isolation)gate valves,when required,shall be of the same manufacture as the hydrant. COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red(or as specified). Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting AWWA C550. MARKINGS Hydrant shall be marked with the name of the manufacturer,size of valve opening,direction of opening and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H Model 129 July 2005 / M&H C502 / Model 129 O WITH 406701 WITH 2" SQUARE NUT ® ® COMPLIES REPLICABLE 4067-01 HW WITH HANDWHEEL REQUIREMENTS OF AWWA C509 4067-01P WITH POST PLATE (3"- 12") APPROVED G - OPTIONAL 2" SQUARE NUT HANDWHEEL Trn ill JL OPTIONAL POST PLATE • i 1T71 MEM ISI (3"-12") I 12" Diameter jT71 11-71 ISI IMI E U I 1m imisi ELLIPTICAL ` 10 BOLT _ .../ �7 �� 1 HOLES 7 e /` a MI IP1ij 1.1 11.a jj.9 I C __ Bim, F MJ END IN ACCORDANCE -� NUMBER & SIZE OF BOLTS TO ANSI A21.11 A- — ELLIPTICAL BOLT HOLE DESIGN ALLEVIATES THE NEED FOR ANTI—ROTATIONAL BOLTS VALVE SIZE A B C D E F G H WEIGHT 2" NUT **2 8 1/4 4 1/8 2 1/2 4 1/2 10 7/8 4-5/8 7 1/4 2 36 **2 1/2 — 3 8 1/2 4 1/4 2 1/2 7 3/4 12 3/8 4-5/8 10 3 60 4 9 1/2 4 3/4 2 1/2 9 1/8 14 3/4 4-3/4 10 4 1/4 82 6 10 1/2 5 1/4 2 1/2 11 3/8 19 6-3/4 12 6 1/4 134 8 13 1/8 6 9/16 2 1/2 13 3/4 22 1/2 6-3/4 14 8 1/4 201 10 15 1/2 7 3/4 2 1/2 15 3/4 26 1/2 8-3/4 18 10 1/4 366 12 16 8 2 5/8 18 30 8-3/4 18 12 1/4 481 HANDWHEEL--ADD 1# (2" — 2 1/2"), 6.5# (3"-4"), 7#(6"), 10#(8"), 16#(10" & 12") INDICATOR POST PLATE ADD 16# (3"-12") ONLY PALLET QUANTITIES 2" NUT: 46(2 1/2"), 36(3"), 30(4"), 24(6"), 10(8"), 6(10"), 6(12") PALLET QUANTITIES HANDWHEEL: 36(2" & 2 1/2"), 30(3"), 30(4"), 18(6"), 8(8"), 6(10"), 4(12") TURNS TO OPEN: 7 3/4(2"), 8(2 1/2"), 10(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(8"), 31 1/2(10"), 37 3/4(12") **2" and 2 1/2" not included in AWWA C509 DWN: TRIJ 2" THRU 1 2" M&H VALVE COMPANY DATE: 9/1/12 RESILIENT SEAT GATE VALVE ANNISTON, ALABAMA C509-STYLE 4067-01 A DIVISION OF MCWANE INC. DWG. N0. SD- 1 1 MJ X MJ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED,OR REPRODUCED WITHOUT WRITTEN CONSENT.DESIGN AND INVENTION RIGHTS RESERVED. ® ® ® COMPLIES WITH 4067-13 WITH 2" SQUARE NUTAPPLICABLE 4O67_13HW WITH HANDWHEEL REQUIREMENTS OF AWWA C509 4067 13P WITH POST PLATE (3"- 12") APPROVED - D - OPTIONAL 2" SQUARE NUT HANDWHEEL It OPTIONAL POST PLATE 1711 iii iii- (3»-12") I 12" Diameter FLANGED END PER ^ �L�I}�( �� I ANSI B16.1 CLASS 125 / rt-T1 IFTI I.1 1.1 E NU' 'Pt ELLIPTICAL - OLT ►,` `` HOLES I ait F ,i NUMBER & SI\‘11#4/. OF BOLTS B C MMJ END IN ACCORDANCE H = LANGED END - ATO ANSI A21.11 ELLIPTICAL BOLT HOLE DESIGN ALLEVIATES THE NEED FOR ANTI-ROTATIONAL BOLTS VALVE SIZE A B C D E F G H WEIGHT 2" NUT **3 8 1/4 4 4 1/4 10 12 3/8 3 4-5/8 4-5/8 61 4 9 1/4 4 1/2 4 3/4 10 14 3/4 4 1/4 4-3/4 8-3/4 83 6 10 1/2 5 1/4 5 1/4 12 19 6 1/4 6-3/4 8-3/4 134 8 12 5/16 5 3/4 6 9/16 14 22 1/2 8 1/4 6-3/4 8-3/4 207 10 14 1/4 6 1/2 7 3/4 18 26 1/2 10 1/4 8-3/4 12-7/8 363 12 15 7 8 18 30 12 1/4 8-3/4 12-7/8 480 HANDWHEEL--ADD 6.5# (3"-4"), 7#(6"), 10#(8"), 16#(10" & 12") INDICATOR POST PLATE ADD 16# (3"-12") ONLY PALLET QUANTITIES 2" NUT: 36(3"), 30(4"), 24(6"), 10(8"), 6(10"), 6(12") PALLET QUANTITIES HANDWHEEL: 30(3"), 30(4"), 18(6"), 8(8"), 6(10"), 4(12") TURNS TO OPEN: 10(3"), 13 1/2(4"), 19 1/2(6"), 25 1/2(8"), 31 1/2(10"), 37 3/4(12") **3" MANUFACTURED TO C509 SPEC, BUT MADE OF DUCTILE IRON DWN: TRIJ 3" THRU 12" M&H VALVE COMPANY DATE: 9/1/12 RESILIENT SEAT GATE VALVE ANNISTON, ALABAMA DWG. NO. C509-STYLE 4067-13 A DIVISION OF MCWANE INC. SD- 16 FLANGED X MJ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED, COPIED, OR REPRODUCED WITHOUT WRITTEN CONSENT. DESIGN AND INVENTION RIGHTS RESERVED. JCM INDUSTRIES P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.icmindustries.com Typical Specification JCM 101 Universal Clamp Couplings (sizes 1-1/2—8") All full circumferential single band repair clamps 1-1/2" and larger shall have a minimum material standard of certifiable prime 304 Stainless Steel band; heavy duty, low profile Ductile Iron Lugs per ASTM A536 with mutually supporting sliding fingers; 5/8" corrosion resistant alloy bolts, per ASTM A242/ANSI 21.11/AWWA C-111, and a Styrene-Butadiene Rubber (SBR) gridded gasket with tapered lap joint ends and a 304 stainless steel bridge plate molded flush into the gasket. Gaskets in sizes 3" and larger shall be 1/4" thick. To provide extra tightening capability, the band shall be permanently attached to the lugs by crimping the lug and locking it in place with a minimum of three stainless welds per lug. Clamp shall be similar to JCM 101 Universal Clamp Coupling or approved equal. Optional features available; see material specification. JCM 101 Universal Clamp Couplings (sizes 10" and larger) All full circumferential single band repair clamps 10" and larger shall have a minimum material of 17 gauge certifiable prime 304 Stainless Steel band; heavy duty Ductile Iron Lugs per ASTM A536 with mutually supporting sliding fingers; 3/4" corrosion resistant alloy bolts, per ASTM A242/ANSI 21.11/AWWA C-111, and a 1/4" thick Styrene-Butadiene Rubber (SBR) gridded gasket with tapered stainless steel bridge plate molded flush into the gasket. To provide extra tightening capability, the band shall be permanently attached to the lugs. The attachment shall withstand a minimum of 100 ft. lbs. of torque per bolt. Clamp shall be similar to JCM 101 Universal Clamp Coupling or approved equal. Optional features available; see material specification. JCM 100 Series Universal Clamp Couplings are ANSI/NSF Standard 61 and Standard 61 Annex G Certified. JCM 100 Series Universal Clamp Couplings meet or exceed ANSI/AVWVA C230 Standard for Stainless—Steel Full- Encirclement Repair and Service Connection Clamps as applicable. JCM 101 Universal Clamp Coupling Image reflects 6"width This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies'individual specifications. NSF Effective 11.16.11 INDUSTRIES P. O. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.icmindustries.com Material Specification JCM Universal Clamp Couplings— Models 101, 102, 171, 172 Band: 18-8 Type 304 Certifiable Prime Stainless Steel Lugs: Ductile Iron ASTM A-536, 60-40-18 Bolts: Corrosion resistant low alloy per ASTM A242, ANSI A21.11, AVWVA C-111. National coarse rolled thread and heavy hex nut. Optional Stainless Steel 18-8 Type 304 or 316 available. Optional Epoxy Coated low alloy bolts/nuts available. Gasket: Virgin Styrene-Butadiene Rubber (SBR) - Compounded for use with water, salt solutions, mild acids and bases. Per ASTM D-2000 M4AA 607. Standard temperature range from -40° to 150°F (-40° to 65° C) constant, maximum intermittent 180° F (82° C). For applications on high temperatures or chemical pipelines, contact JCM Industries Technical Services. Coating: Corrosion resistant shop coat paint primer. Pressure Rating: Pressure holding capabilities vary according to application. For specific pressure ratings, contact JCM Industries Technical Services. NSF Effective 11.16.11 Ipi 7 N�tAM�t1 INDUSTRIES P. 0. Box 1220, Nash, TX 75569-1220 Phone 800-527-8482 or 903-832-2581 Fax 800-874-9524 or 903-838-6260 www.icmindustries.com JCM 101 Universal Clamp Coupling Design Specifications Clamp Width (Inches) Number of Bolts 6 2 7 2 12 4 15 4 18 6 24 8 30 10 8x12 101 Rep Clamp 7.95-8.35 - Clamp Size (Inches) Stainless Band Gauge 1-1/2 - 4.50 24 4.80 - 9.40 20 10 - 12 17 Clamp Size (Inches) Gasket Thickness 1-1/2 - 2 3/16" 3 and larger 1/4" Clamp Size (Inches) Bolt Size 1-1/2 - 8 5/8" 10 - 12 3/4" Certifiable 304 Stainless Steel Band Ductile Iron Lugs per ASTM A536/ High Strength,Low Allay BottslNuts / per ASTM 242/ANSI 21.11IAWWA C•111 1 : V. ; Virgin SBR Diamond Grid Gasket with recessed,molded in Bridge Plate *1).F JCM 101 Universal Clamp Coupling Image reflects 18"width Effective 11.16.11 NFSr11NSib1 SUBMITTAL INFORMATION Stainless Steel Tapping Sleeve 4"-12" - (FTSS-xxx-x style) C. TAPPING SLEEVE WITH STAINLESS STEEL OR CARBON STEEL FLANGE ( A > c`psstfifo Flange-18-8 Type 304 Outlet Pipe-Schedule 5. Type 304 3/4-14 No-Lead B UL stainless steel with recess per stainless steel except 4"is Schedule 10 Brass Test Plug MSS SP60 to accept standard\ E WATER QUUM tapping valves.Flange conforms �.1.....1 /is"/ST_�i■. Outlet Gasket-Virgin Buna-N corn- to AW NA C228 Class D ANSI t �1I pounded for water service,per ASTM 150#drilling.Optional carbon I �, D2000. Outlet gasket assures corn- steel flange,perAWW ■', A C207, O C ' plete seal of outlet area. is available. I I I , I '' 1 I Full Gasket-Gridded virgin SBR corn- Bolts,Nuts,&Washers- �� 1101=UI IIU• /I as pounded for water service,per ASTM Type 304 stainless ■ / \ ■ D2000. Full gasket gives 360°pipe steel.Heavy hex nuts I I I I I I I I `,f IP/ coverage. and washers are coated � �I�I� 'U ' to prevent galling and le I I I I It Armors-Heavy gage stainless maximize bolt efficiency. �',`I=}J steel are vulcanized to gasket ��W / Z. and recessed to bridge the gap D ).- 3/16"lug(1/4"lug if using a 3/4"bolt) between lugs. NOM. SLEEVE CATALOG FLANGED APPROX. NOMINAL DIMENSIONS-INCHES SADDLE STRAP BOLT ✓SUBMITTED PIPE By OUTLET THICKNESS THICKNESS SIZE 0'D.RANGE NUMBER SIZE* WT' A B C D E (GAGE (GAGE) SIZE ITEM(S) 4.50-4.80 FTSS-480- 3" 36 4-1/64" 3-1/4" 5-3/16" 15" .28 4„ 4.80-5.00 FTSS-500- 5.10-5.30 FTSS-530- 5.20-5.40 FTSS-540- 4" 38 5-1/64" 4-1/4" 5-3/16" 15" .28 6.63-7.00 FTSS-700- 3" 40 4-1/64" 3-1/4" 5-3/16" 15" .28 6" 6.90-7.30 FTSS-730- 4" 42 5-1/64" 4-1/4" 5-3/16" 15" .28 7.30-7.50 FTSS-750- 6" 47 7-1/64" 6-13/32" 5-1/2" 15" .34 8.63-9.05 FTSS-905- 3" 40 4-1/64" 3-1/4" 5-3/16" 15" .28 5/8"x6- 1/2" 8" 9.05-9.30 FTSS-930- 4" 42 5-1/64" 4-1/4" 5-3/16" 15" .28 9.30-9.60 FTSS-960- 6" 49 7-1/64" 6-13/32" 5-1/2" 15" .34 9.45-9.75 FTSS-975- 8" 75 9-1/64" 8-13/32" 5-5/8" 20" .34 .105"(12) .075"(14) 10.75-11.10 FTSS-1110- 3" 44 4-1/64" 3-1/4" 5-3/16" 15" .28 11.10-11.40 FTSS-1140- 4" 47 5-1/64" 4-1/4" 5-3/16" 15" .28 10" 11.40-11.70 FTSS 1170- 6" 53 7-1/64" 6-13/32" 5-1/2" 15" .34 11.85-12.15 FTSS-1215- 8 79 9-1/64" 8-13/32" 5-5/8" 20" .34 10" 99 11-1/64" 10-31/64" 6-1/8" 20" .34 314"x8-1/2" 3" 44 4-1/64" 3-1/4" 5-3/16" 15" .28 12.75-13.20 FTSS-1320- 4" 50 5-1/64" 4-1/4" 5-3/16" 15" .28 13.20-13.50 FTSS-1350- 6" 55 7-1/64" 6-13/32" 5-1/2" 15" .34 5/8"x6-1/2" 12" 13.50-13.80 FTSS-1380- 8" 86 9-1/64" 8-13/32" 5-5/8" 20" .34 14.10-14.40 FTSS-1440- 10" 104 11-1/64" 10-31/64" 6-1/8" 20" .34 3/4"x 8-1/2" 12" 138 13-1/64" 12-27/64" 6-1/4" 24" .34 *To order: Add Flanged Outlet Size to catalog number. Example: The complete FTSS catalog number for a 6"pipe(6.90 O.D.)with a 4" stainless steel flange is FTSS-730-4. For a carbon steel flange,add"A"to the catalog number. Example: FTSS-710-4A FEATURES • Body, Straps and UNC threaded bolts are made of 18-8 Type 304 stainless steel. Flange can be either Stainless Steel or ASTM A36 Carbon Steel. All sleeves are fully passivated for corrosion resistance. • Stainless steel plug available add "-SP"to part number • Meets AWWA C223 • Tapping Sleeves rated for 250 psi working pressure on 4"-12" • UL Classified to ANSI/NSF Standard 61 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: F0Rn1 PO. Box 443,Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://wwvv.fordmeterbox.com 01/25/14 SUBMITTAL INFORMATION Brass Saddles - (202B-xxx-xxx style) 202B DOUBLE STRAP BRASS SADDLES MEI //A----"‘ f��u Brass nuts 1=e/ =r EPDM Gasket II I Silicon bronze straps NOM.PIPE O.D. APPROX. CATALOG ✓SUBMITTED SIZE RANGE WT.LBS. NUMBER ITEM(S) 4.80-5.40 6.6 202B-540-Tap *4" 4.80-5.10 7.3 2028-510-Tap 5.10-5.40 7.3 2028-540-Tap **6" 6.90-7.50 7.7 202B-750-Tap 8" 9.05-9.62 8.8 2028-962-Tap 10" 11.10-12.12 10.7 202B-1212-Tap 12" 13.20-14.38 11.8 202B-1438-Tap **14" 15.30-16.25 18.0 202B-1625-Tap 16.30-17.25 19.1 202B-1725-Tap **16" 17.40-18.40 23.0 2028-1840-Tap 18.50-19.25 24.0 2028-1925-Tap *1 8" 19.50-20.50 25.0 202B-2050-Tap **20" 21.20-22.20 25.5 2026-2220-Tap 22.50-23.50 25.7 2026-2350-Tap **24" 23.80-24.80 26.0 2026-2480-Tap 25.60-26.50 26.5 2028-2650-Tap **30" 31.74-32.74 27.0 202B-3274-Tap OUTLET TAP CODE CC(AWWA)THREAD IP THREAD THREAD CODE NUMBER THREAD CODE NUMBER SUBMITTED ITEM(S) 3/4"CC CC3 3/4"IP IP3 1"CC CC4 J 1"IP IP4 1-1/4"CC A CC5 1-1/4"IP A IP5 1-1/2"CC CC6 1-1/2"IP IP6 2"CC CC7 2"IP IP7 A Contact factory for availability * Please Note: 4" Saddles with 2"taps have a limited range. Specifically, 4.80- 5.10 or 5.10- 5.40. All other tap sizes have the standard 4.80-5.40 range. **Only the 6" (6.90-7.50 range) saddle and 14"saddles and larger are available with a 1-1/4"tap. To Order: Select the catalog number for the desired pipe range and complete the catalog number by adding the outlet thread tap code. Example:A double strap saddle for 6.90 D.I. pipe with a 3/4" CC thread would be 202B-750-CC3. FEATURES • All brass conforms to AWWA Standard C800 (ASTM B-62 and/or ASTM B-584, UNS NO C83600 - 85-5-5-5) • Straps are 5/8" high quality silicon bronze flattened to provide a wider bearing surface against pipe • Gasket is EPDM rubber ASTM D2000 • Approved to ANSI/NSF Standard 61 (2007a) • 200 PSI rated working water pressure through 14" nominal pipe size The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: ESRD P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 09/18/13 SUBMITTAL INFORMATION cur., 1" Angle Ball Meter Valves - (BA23-444W-NL style) FLARE COPPER INLET BY METER SWIVEL NUT OUTLET Solid one piece tee-head and stem A snap ring locks the stem into Padlock Wing for locking valve the body of the valve in closed position ----�� ill j 111 Bronze Snap Ring EPDM 0-rings in the stem1ph Meter Swivel Nut Rubber Meter Gasket(EPDM) Fluorocarbon-coated ' , e 'i^ �, ` ��'� brass ball Outlet j 59W Meter Coupling Thread Molded EPDM rubber e Height seat supports the ball Flare Copper Nut �A1 L a 3 O r 'rip coiker.fired. Length > Inlet [(— SERVICE LINE METER SIZE APPROX. PART ✓SUBMITTED 400 VALVE SIZE LENGTH HEIGHT SIZE INLET OUTLET WT.LBS NUMBER ITEM(S) 1" 1" 1" 2-29/64" 2-43/64" 3.8 BA23-444W-NL WATER QUALITY FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching handle is provided in tee-head • 300 PSI working pressure • Padlock Wing for locking valve in closed position • Meter nut drilled for seal wire Note: Recommended for inlet side shut-off Optional full 360° tee-head rotation.Add "R" to end of part number The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: FORD P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 12/13/10 SUBMITTAL INFORMATION111111111111 i Quick Joint Coupling - (C44-xx-Q-NL style) • mi QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) BOTH ENDS Quick Joint Nut External Molded Buna-N Spring Tip Gasket Nut Stops Provides Hydraulic Seal jreArlm;'to#.r; :e.,A11,411 11111 Silze Silze W W Length Stainless Steel Gripper Ring DESCRIPTION APPROX. PART ✓SUBMITTED Q.J.FOR CTS Q.J.FOR CTS LENGTH WT.LBS NUMBER ITEM(S) 1/2" 1/2" 2-1/16" .8 C44-11-Q-NL 1/2" 3/4" 2-1/4" .8 C44-13-Q-NL 5/8" 5/8" 2-3/32" .9 C44-22-Q-NL 5/8" 3/4" 2-3/32" .9 C44-23-Q-NL 3/4" 3/4" 2-3/32" .9 C44-33-Q-NLI 3/4" 1" 2-3/32" 1.0 C44-34-Q-NL 1 1" 1" 2-13/32" 1.1 C44-44-Q-NLf 1-1/4" 1-1/4" 2-1/2" 2.0 C44-55-Q-NL 1-1/2" 1-1/2" 3-3/8" 2.6 C44-66-Q-NL 2" 2" 3-1/2" 3.3 C44-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AVWVA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AVWVA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Body design provides larger, more rugged wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: FORD P.O. Box 443, Wabash, Indiana U.S.A.46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/12/14 03/06/2015 16:34 FAX 1800 826 3487 FMB CUSTOMER SERVICE Vh003 7s1,41,w¢Zi q P.'x 9;4^11 sg4910 PuaW.,-.)s!4 W',+AYs usSJa seri K+/3.,CvwJRd cosw,e,Niste. .91sck lq,PA WI4 4ss"741•49001,:i.%d»Nk^Jri kg G 007.4,441...14.4.149 q gJ:wP4]..R<s4 WM-0c,4 tpm-n..4 tM+0Jp'24.,444 S.....v Rv0.y.s.96,14.:9 46A'....4 Ad 4.9h5,-7.44 D:+»emu-,gcti 4DxAGti q Da two"DS F7A],x*wila{=loaFa.t7s4u'mu 4 p..4,-A,4.-..era s al WP's GA.,.Ps[.+ugx4s411,,tem Ue:4+}.9.141(1....MI..Laailu.1'ic k4Bxwt P'3 en 1.1 Peelm JJ;:{dvda In A= -ppmpsa'+ICOJN HMl sv9 �+e W-a t''Aseuvi ql�atl' tiu. T- '�aU OM lwhlOdY1 V b — CN0.1 uJ co gca'V O� Lf? N o t Orn x a c3� re m Z row x w 0 f9N 1 t!1 4 w< F E 0. t" ® K qQ Q m a z a Ltd CV k w ��{ 0 o IA Ki M M la_ C� II U W � #:In H al .t,'' h Lo a , U U oo � A_ - Q44O7 COL] f� voIO »as. g g g g g iI! � .�.illi • E Ce Qm MIMI 11 MR — Ii z z a Z t 6 a uw a Z I 06800 _ 80 Rilfri O � � � � oX U U U U tics x lir o t a. a � � I + 7. Milk eK o'Aril, z at �=r� C I g aR i{ o oi Lj W R R0 O > w (9 a --r 2 w -. p (� Z 1 v0 0 p F a in U O [_7 fa. z m w m a' 8 F lo s— N M 7 in CO /... m i V M 03/06/2015 16:34 FAX 1800 826 3487 FEB CUSTOMER SERVICE Q002 SUBMITTAL INFORMATION 41l1 1 ed 70 Series Coppersetter - (VBHC74-95242-003 NL style) r i ANGLE BALL VALVE BY ANGLE CARTRIDGE DUAL CHECK VALVE(1"METER) INTEGRAL MALE METER INLET BY DOUBLE PURPOSE UNION SWIVEL OUTLET Anglo Ball Valve Angle Cartridge ` Dual Check Valve a -;r► .� Coppersetter Part Number l . ;lf� 1"meter L HEIGHT APPROX. CATALOG NUMBER .'SUBMITTED 1E31 (INCHES) WT.LBS. ITEM(S) i fir 12 12.2 VBHC74-95242-003-NL 1-119"0,0. li•I Copper Tubing •� • eif Height • III 11 ifillall ' t� III; Service Line Size INLET OUTLET 11"Male Meter 1"Double purpose Swivel Male Meter Thread Bracing Eye O.P.Swivel Inlet Outlet FEATURES • Ali brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Brass components that do not come in contact with potable water conform to AWNA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Copper conforms to ASTM 888, UNS C12200 • Double purpose union swivels will accommodate male iron pipe threads or flare copper • Saddle nuts hold the meter in place for tightening • Bracing eye is standard on all 70 series coppersetters • 1-1/8" O.D. copper risers provide more flow capacity • All Ford Setters are assembled with lead-free solder • ASSE 1024 approved cartridge dual check valve The Ford Meter Box Company considers the Information In this submittal form to be correct at the time of publication, Item and option availability, including specifications,are subject to change without notice. Please verify that your product Information is current. p The Ford Meter Box Company, inc. Submitted By: F P.O. Box 443,Wabash,Indiana U.S.A.96992-0443 f o: Phone:260-563-3171 I Fax:800-826-3487 - Overseas Fax:260-563-0167 www.fdrdmeterbox.com 06/26/14 , 7 11 \,i/jL ',rjg _. ins7i'aii*,_. .1-.1, .. ° Tt Wet_#itt,h-S;.rt tip drape.-C.A..st,t 4ttaCk:fi CmedbEekt^."�3. 24CS C Yridectiviek•.i -,• 1,eh? ,itv riryt+Melte-glee-Piteaght Ptateettlakee(tf . itaL-a.naf.to:kere.i'.aentlemi.a`o.H, irni:Atw.t,Crtr r,,and Alltrx it^n Reststtirat a ftrsliS#s,itta:ant Meet det burialRented rt 3C`*lark•Made n y4.tISA. CAU CAUTION- TRACER - TRACEkWIRErs6,RIECTTO TRAEER.WIRE SttiF4+ CTTO TRAP W1 SUW TO SPA€ RELEASE& l S RELEASE&F&: SPRING R &R O - Applications and information PRO-TR "`tfS-CC S F€3lt curad actors are used for tracer dire a pla-,.:tion not , exceerfna3'JVolts.Tracer wire isi ct to conductively locate buried utsttylines€a' r thegas,Wactt%aelee r.tett-1i rennunitatraineandelectritalmartda. 14 a PRO-TR r" -M PUO hat.22N the break*ad d data{'R...greatly reducing breaks and ninaekting,damage drra?f oae-1 trench irtatallatiana.Egtaal to coag m signal trading per#vrtna rcr. it simply cutpefouris trapper tracer wire • Considerably lower in teat arid greatpttce ambit:f compared to tripper. * Rn HS COrtgallarat,t de kl tiv USA,and ware.with ierdiettorseaualteadl+use. tr) 14 Standards and Referenceq m.m. PRO TR IIS-CCS PE ctindut'+urssceetsoreeceedsat applicsbleASTMsped€--tk , V requirerrtertts et the Natant Cktt acai Code. 0 X * ASTM 6910/ TROM:Standard 5pecfficetton for Annealed Capper—Clad Steel Q , ASTM BIM:Standard Speddiciation for Cuygen-Free Electrolyte Carter it Q [r * ASTMSt123 StardardTest Method stir Met NI*Rates oThermaptitseitabyLxtruson he Plasturneter LU L). Cr C Construction PRO-TR '`'HHS-ECS PEJO c a higkearentttt toaper-clad stet,condJctor.A:arbcet�stet . *a core,r ebeIieki:4lty tended with a moiler cladrfiig,that a uniform and continuous, CS Z creatirt a td-rnrtai ceoductcc that: is as ore antis turestan retches-it.Special alb-malting � processes ire performed during the cladding arreeek to ghg INS-CES twice the tensile CC C: statism,and sfgni-Ittartt>f reducing ire br akae experbsixed with camper Irate wireaa . tr,,,. Pica marls€CSPE3Ou: a onii,h hden highrn ,t ,t Pa wrs e ,r ^y4a'if#' (IIOPE!ins u trarx,fJCAEpovii provides eiientbalance atsurface 5ntritithtaets,,oretessing. s„ . , `;, ease and electric* on Tsteraey.HOPE geavites superb strength agairtt underground Ii w� elements that help preawit actider breaks caused buys in shirting sot coaddlens_ l'—".<-----'--**- f Ts � Specification Example Tracer stall be a 12 AASO solid,PROTRACE ttS-CCS P€30.Tracer wire alta contest of a read soft an teaeed,21't MCS nth ur:ttrEy,tt%Tapaet dad steelta<snt snare*Rh a minimurn break's of 345 tit[72,000 pail to eneure strength_ Conductor than be*tinted ed wth a tr high deriteg pesirettittietie insteatbet..and Nue in trate to:hitt the APWA trete rode Of tete burled Liffey int..Tracer wire than be rated for direct burial kite at 34 vox and Rain cw.rpgant Tracer wire ittz,1 be MO-TRACE LTD 415 S list St.Waco,TX 76706,Tel: 1800-433-6885, Fax: 1254-756-0200 / TABLE 1:CONDUCTOR(Physical,M chatilcsl and Elc+ctftcal PrOpertirs) Cv::,:la.:z.TY'.s H_..vr_5. Hy<:t� t7C4C5 Fv i�S Corxdce_te:T 4 4 .ir*ss�t�il A.,a,col tu,.rts40ts1 keter, d 8a1a3 Break L.,.3 245€# ?:'N S2.e ltr 7E7 Ibt Fool TI Strad a 77J100 psi 77,03.13 pt.`: 77;D33 ill 74,0E0 pal rJi„L.:.r,£]cu tta,r 1.5.8 R 35.7§: S.O wS £51?E4 ttppea 3Trb_kr4 t 9C c<F CNter,etat] 177 it 117% 1,0 46 34 11 rlSnbr_a«n��c,:wr'admiy4- 13.0' 13.3%. ;31a IL 1111% tl,m,^a8 '0 Bo starr_e 1a...G:.°3 EHtiii TSe cflnu 4.757.414,... 2.,111 ed.. TABLE 22 INSULAT I0N{F'tryslcat.Mecitai knil and Elt+ci.ritalPr pe4Lie4r} 1deii Ftet«r.,-. '1T144 L3e:233 0.10400 win 3,4 no p> Ta matt®sius,,3,°fi F 1,s-,i. k-T'.4 glEaS OM OW to Ketaa 1004C Te„iila Tetrapi Ei.,rttyittafr 14etomb-, ASTLA MIA FIFA Oho 45 r1 1310"2 Ei.'1•v,x r,tal strati th Nlq ASTM 0:693 a faltrea #B trcr:,a Tlaaerrul 51r44-s Ctrwtkll4t ASTM 42951. 4 hdI_ 04,E Bi lalm dtt T�fnz+tri Ed o: iT3A 2.746 i SQL h5.1,- Tetk.+nt.uott id.0.4 D347.1 28.70 uxtilarva t-r3_a.��r Tune ASTM 038,35 tt3 t. Ct.818exteelexiaaht ASTM 01535. 7:32..0 11%611 C.alp.E. Ter-a- 4: '6L:531 0.2004.5 4611, DC•5 ._s a P.411321 f W 23'0 ASTi10:57 i#.:.3 'a#tr,7-ra 4E1: A. 34 ks5.60_3 2114 Ls: 24'7lts 7'..1.,1 I. ' 7.1td" 114.3 36.1.3 CU:17'.iLFGfF 74312XXXX 12 MSG 5:2:"* 21A 1443 335 tts 770X.psi } ' 0441' L.3007 23.E 013 74 13>:ks:k 304nIG Itx 77,..1.pa 1 L.t33C' attir 3.55::. 37..3 .115T.:r.S CFtG:I 431.1XXX k: aAWG 3 F0 21L tAC.S %OIL, 74,006 L...U_ 2.1471 ' 1&3 34.67 CUSTOM INSULATION COLOR A REEL SIZE... REEL A PACKAGING INFORMATION CMOS RAW INAL, oat Wm vslitr RIM SIZE 1=031=2:1 THOME Kamm Ohm*QM PALM qrt i... I L.232 0242 01741 14.'&,U LX_ ® SC' PL WOO By P7 0Y[E£hI ti 31 1547 .147 71,1 ® V,C' P1YWt;LC, Ba 4J1.4..1 FT 0114/81E 051 1 0541 0647 ME311111111111111111=1111===1111111= PURPLE 053 0I4 0147 12 Lam+ i 5.L' PLIWe"1L Bt.;. I0B4OGO FT ® EIMMEITIMMEMINIMMINEIMMIIIEREM MOTE 533:2 3141 :147 Elnil ® YELLOW ":.132. 1242 1.347 112h14, D:IQi_It' 7'.L" I'Al.;CC BLr:: 4.441413' `°`"A,',MT I7J MUM PA"" TO 15 iWIMMITIMEIMINIMINMEMMEEMEI 0 AP/0 tri MEI 1.1 IBLi::e `5bl_/:JF 25,- EE tie PLY155471. BU_4 451=IJ F:. ACCUCAST LTD 415 S 21St St.Waco,TX 76706,Tel: 1800-433-6885, Fax: 1254-756-0200 ;� 4.5' e ' • CONCENTRIC CONE ILLUSTRATED • • 32"OPENING AVAILABLE ONLY v IN 24"HEIGHT 24" • a a • PRE-LUBRICATED TYLOX SUPER SEAL MANHOLE GASKET AT ALL JOINTS •• • a e AVAILABLE IN TYPICAL LIFTING INSERTS IN I',2',3'OR 4' ._ ALL RISER SECTIONS AND CONES •ea • PRE-LUBRICATED TYLOX SUPER SEAL MANHOLE GASKET AT ALL JOINTS e • TYPICAL LIFTING INSERTS IN ALL 4' I.D. BASE SECTIONS 24" • i"DROP PER Ff. 4 • FLATTOP ILLUSTRATIO a Q e .e • 4 a 6" OR SHALLOW MAN LE 5" 32" — — 48" 58" ea e 12" a 48" MANHOLE - EXTENDED BASE WITH REDUCING CONE 48" X 2' CONE W/ 32" OPENING ' g"D'.-PPR FT. 48" X 2' MANHOLE EXT BASE • • 3"X8"W3XW2.5 WELDED WIRE • • • ••` `: • ' IN ALL SURFACES$BOTTOM 58" #3 BAR I 2"O.C. WITH EACH WAY GENERAL NOTES — 11049Highway 287 - WATER TIGHT GASKETS AT ALL PIPE The Turner Company Rhome,Tx 76078 CONNECTIONS (817)638-9053 - HOLES AS SPECIFIED - MAX. DIA. = 28" DIA. Product: - AVG. WEIGHT OF 2' DEEP BASE W/8" 48" I.D. MANHOLE - EXTENDED BASE INVERT = 5000# - RISER WEIGHT = 800#/VT? Concrete: - MANUFACTURED TO YOUR SPECIFICATIONS 5,000 PSI MIN. 28 DAY STRENGTH - INVERT DEPTH SHALL BE EQUAL TO THE Reinforcement: MEETS OR EXCEEDS ASTM-C-478-95 REQUIREMENT LARGEST PIPE DIAMETER Size: Date: DWG No. Weight: ISOMETRIC VIEW TOUNGE $ GROOVE JOINTS ShOWN \_ D A D- JOINT DETAIL II IIIII I III IIIII III IIII•I I I IIII II II II •III gplull''( III IIIA GASKET MATERIAL IS 11111.1111RECOMMENDED 1111 Ilial 1111 pll�0� 11111101110111011111111101111111 .10110 Il 1 III RISER SPECIFICATION CHART I 1049 highway 287 The Turner Company Rhome,Tx 76078 HEIGHT WEIGHT (817)638-9053 Product: I ' 0" 800 LBS. 48" DIAMETER RISER UNIT Concrete: 2' 0" I ,600 LBS. 4500 PSI MINIMUM Reinforcement: MEETS OR EXCEEDS ASTM-C-478-95 REQUIREMENT 3' - 0" 2,400 LBS. Size: Date: DWG No. 4' - 0" 3,200 LBS. Weight: P :T ps Fri tp PSX has always set the standard for watertight pipe-to-structure connections. PSX: Direct DriveTM offers o all of the sealing and durability advantages of PSX, m combined with easy installation and adjustability. Using all ro stainless-steel components and polyisoprene rubber, PSX: Direct Drive is stronger than ever, and the unique c adjusting mechanism makes installation simple. CU ,...tee. to d t� „_ The PSX: Direct Drive Difference o �. PSX: Direct Drive uses a simple all stainless steel 4. adjuster. From outside the manhole, a small, pre-set of torque wrench ratchets around the adjuster nut, z opening both sides of the sleeve quickly and evenly. The breakover design wrench signals when the proper torque is reached, fully compressing the rubber against the manhole opening. Both cored and cast 4.0 holes can now have the benefit of PSX sealing with the v ease of wrench adjustability; the best of both worlds. 4 N V PSX: Direct Drive Advantages: v 0 * Installs quickly and easily from outside the manhole L * Requires no retightening or adjustment before shipment/installation c *All stainless-steel components - No plastic wedges to crack or break 0 * Easily accommodates hole size variation 0. H- _---' , PRESS-SEAL GASKET CORPORATION P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260)436-0521 (800)348-7325 Fax: (260)436-1908 E-mail: sales@press-seal.com Web:www.press-seal.com PRODUCT SPECIFICATIONS PIPE INSTALLATION PSX: Direct Drive meets and/or exceeds all 1. Clean pipe and boot to ensure no dirt or requirements of ASTM C-923, including foreign materials are present. physical properties of materials and 2. Clamping surface on pipe must be clean and performance testing. Performance testing smooth. includes: 3. Center pipe in opening and insert until pipe * 13 psi in straight alignment breaks the inside plane of manhole. * 10 psi at minimum 7°angle 4. Attach take-up clamp(s) and stagger screw(s) * 10 psi under shear load of of clamp(s) around the groove of the gasket so 150 lbs/in. pipe diameter that take-up pressure will be equalized. Make sure each clamp is completely in the correct PSX: Direct Drive meets and/or exceeds the groove. following specifications: 5. Using a torque ratchet or torque wrench, *ASTM C-923 Standard Specification for gradually tighten all screw(s) of clamp(s) in an Resilient Connectors Between alternating pattern to 60 lbs/in. torque. Reinforced Concrete Manhole 6. After reaching 60 lbs/in. torque on final screw, Structures, Pipes, and Laterals. check all screws again to ensure compression * ASTM C-1478 Standard Specification for of all clamps. Storm Drain Resilient Connectors 7. Vacuum testing shall be conducted in Between Reinforced Concrete Storm accordance with ASTM C-1244-02. Sewer Structures, Pipes and Laterals. 8. Adjust pipe to line and grade. Use proper * ASTM C-1244 Standard Test Method for bedding, backfill materials, and techniques so Concrete Sewer Manholes by the that pipe deflection and deformation are Negative Air Pressure (Vacuum) Test. minimized. Installation of the concrete structure shall be such that differential settlement APPLICATIONS between the structure and the pipeline shall be * Sanitary sewers less than 10% of pipe diameter for pipes less * Storm sewers than 20" and shall be less than 5% of pipe * Septic tanks diameter for pipes between 20 and 60 inches in * Valve vaults diameter. * Lift and pump stations 9. Any pipe stubs installed in the manhole must * Commercial vaults be positively restrained from movement per * Circular or straight-wall structures ASTM-C923. Press-Seal Gasket is not responsible for failure due to unrestrained pipe stubs for future connections. Why Specify PSX: Direct Drive PSX: Direct Drive is the pipe-to-structure connector that finally satisfies all critical design and performance requirements: rugged construction of the adjuster and band; superior strength and toughness of polyisoprene rubber; and the proven sealing performance of PSX. It's the one adjustable connector that doesn't make you compromise sealing for convenience or price: PSX: Direct Drive. U.S.Patent No.6805359 Copyright 2005 by Press-Seal Gasket Corporation Press-Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press-Seal is not responsible for any inadvertent errors. , ( F— )j PRESS-SEAL GASKET CORPORATION ` P.O. Box 10482, Fort Wayne, Indiana 46852 Phone: (260)436-0521 (800)348-7325 Fax: (260)436-1908 E-mail:sales@press-seal.com Web:www.press-seal.com Mcrtin Mcrietta C.D.Builders P.O.Box 1002 Hurst, TX 76053 Project: Edgewood Drive&Highland Meadow Submittal# 15466 Dear Sir/Madam, Date Issued: 5/6/2015 We propose to furnish the following concrete mix/mixes for the above referenced project: Mix Code Number Description Usage 8273SF 5.50SK ADMIX/AEA 1"CS Machine Placed Paving-4,000 PSI 8274 6.00SK ADMIX/AEA 1"CS Hand Placed Paving-4,500 PSI 8272 5.00SK ADMIX/AEA 1"CS Sidewalks,Ramps&Steps-3,000 PSI 8270 4.00SK ADMIX/AEA 1"CS Utility Encasement-2,000 PSI Please Note: You must use Mix Code for ordering purposes. The above mixes have been proportioned in accordance with the applicable portions of ACI 211 and your request. The proposed mix designs will meet the stated strengths when test specimens are manufactured and tested in accordance with current ASTM standards and evaluated per ACI recommended standards and practices. Failure to test according to the specifications will negate all warranties. Martin Marietta requests copies of all approved mix designs prior to jobsite delivery,failure to return approval prior to the first placement will constitute acceptance of these mix designs. In order to comply with ACI 301 and ASTM C-94 section 4.6 Martin Marietta must be included on the distribution list for all concrete test reports. Use of these mixes constitutes release of these test reports to Martin Marietta. Martin Marietta is not responsible for pop outs. Any additional products added to these mixtures are at the liability of the requestor. It is suggested that a pre-pour conference be held at the jobsite prior to jobsite delivery. The purpose of the meeting would be to answer any questions regarding responsibilities in scheduling jobsite operation and any other project issues. Please forward this information and data to the proper authorities for approval. Page 1 lyk Martin MCTIrctta PLANT Lewisville 5/6/15 MIX CODE 8273SF Mix Code must be used when ordering concrete DESCRIPTION 5.50SK ADMIX/AEA USAGE Machine Placed Paving-4,000 PSI CLIENT C.D.Builders PROJECT Edgewood Drive&Highland Meadow ENG CODE 5.50SK ADMIX/AEA 1"CS MATERIAL DESCRIPTION SPECIFIC WEIGHT GRAVITY lbs/yd Cement ASTM C 150 Type 1/II Cement 3.15 517 Fine Agg ASTM C 33 Blended Sand 2.63 1388 Coarse Agg #57 Limestone 2.65 1791 Water ASTM C 94 29.0 Gallons 1.00 242 Air ASTM C 260 MB-AE 90 WR ASTM C 494, Pozzolith 80 Specified Slump: 2.00"+/-1.00" Designed Unit Weight: 145.8 lbs./cu.ft. Totals 3937 Specified Air: 4.50%+/-1.50% Designed w/cm ratio: 0.47 NOTES: Martin Marietta has no knowledge or authority regarding where this mix is to be placed unless specifically noted therefore it is the responsibility of the project architect/engineer,and or contractor to insure that the above designed mix parameters of compressive strength,water cement ratio,binder content,and air content,are appropriate for the anticipated environmental condititions(i.e.ACI- 301,318 and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations,and may be changed to meet jobsite demands. These mixture proportions are proprietary,any dissemination without approval is a violation of federal law. Designed mix cementitious content,is stated as a minimum,and Martin Marietta reserves the right to increase cementitious content. Dave McDonald Technical Services Rep. Page 2 at4APMalin It Mciletta Date: 5/6/2015 Units: US Mix Name: 8273SF Mix Strength: 4,000 PSI at 28 Days STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Std ACI318 Tests Slump Air Day Age Dev Req'd 30 3.72 4.27 5350 5350 770 5300 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Test Date Slump Air Strengths Number 28 Day Acc Age 94141025.0 10/23/2014 4.00 5.70 4830 4830 94141188.0 10/29/2014 3.75 5.10 4870 4870 95141128.0 10/29/2014 4.00 5.10 5030 5030 94141079.0 10/30/2014 4.00 3.50 5280 5280 94141025.0 10/31/2014 4.00 4.90 4810 4810 94141024.0 11/10/2014 3.50 3.50 5310 5310 94141188.0 11/10/2014 4.00 4.80 5000 5000 94141153.0 11/12/2014 4.00 4.20 4870 4870 94141262.0 11/13/2014 3.75 4.40 6420 6420 94141262.0 11/18/2014 4.00 4.70 5260 5260 94141237.0 11/20/2014 3.75 4.60 5440 5440 94141101.0 11/21/2014 4.00 3.70 5290 5290 94141025.0 12/4/2014 4.00 4.00 4900 4900 94141262.0 1/9/2015 3.00 3.50 8360 8360 94141244.0 1/15/2015 4.00 5.90 4860 4860 94141244.0 1/15/2015 4.00 3.20 5120 5120 94141282.0 1/21/2015 3.00 4.10 5500 5500 94141262.0 1/21/2015 4.00 3.00 5500 5500 94141282.0 1/21/2015 3.50 4.20 4670 4670 94141282.0 1/27/2015 3.00 5.20 4850 4850 94141217.0 1/28/2015 4.00 4.50 4500 4500 94141262.0 1/30/2015 4.00 4.80 6430 6430 94141282.0 1/30/2015 3.50 4.40 4720 4720 94141282.0 2/4/2015 3.50 4.50 5340 5340 94141282.0 2/5/2015 3.75 3.60 5680 5680 94141282.0 2/5/2015 3.50 4.10 6380 6380 94141306.0 2/9/2015 3.75 3.00 5230 5230 14120316 2/16/2015 3.50 5.00 5190 5190 94141124.0 2/20/2015 3.75 3.20 4910 4910 95141130.0 3/12/2015 3.00 3.80 5920 5920 Page 3 r tin AelAt Marie L La PLANT Lewisville 5/6/15 MIX CODE 8274 Mix Code must be used when ordering concrete DESCRIPTION 6.00SK ADMIX/AEA USAGE Hand Placed Paving-4,500 PSI CLIENT C.D.Builders PROJECT Edgewood Drive&Highland Meadow ENG CODE 6.00SK ADMIX/AEA 1"CS MATERIAL DESCRIPTION SPECIFIC WEIGHT GRAVITY lbs/yd Cement ASTM C 150 Type I/II Cement 3.15 564 Fine Agg ASTM C 33 Blended Sand 2.63 1256 Coarse Agg #57 Limestone 2.65 1840 Water ASTM C 94 31.0 Gallons 1.00 258 Air ASTM C 260 MB-AE 90 WR ASTM C 494, Pozzolith 80 Specified Slump: 4.00"+/-1.00" Designed Unit Weight: 145.1 lbs./cu.ft. Totals 3918 Specified Air: 4.50%+/-1.50% Designed w/cm ratio: 0.46 NOTES: Martin Marietta has no knowledge or authority regarding where this mix is to be placed unless specifically noted therefore it is the responsibility of the project architect/engineer,and or contractor to insure that the above designed mix parameters of compressive strength,water cement ratio,binder content,and air content,are appropriate for the anticipated environmental condititions(i.e.ACI- 301,318 and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations,and may be changed to meet jobsite demands. These mixture proportions are proprietary,any dissemination without approval is a violation of federal law. Designed mix cementitious content,is stated as a minimum,and Martin Marietta reserves the right to increase cementitious content. Dave McDonald Technical Services Rep. Page 4 Martin Date: 5/6/2015 Units: US Mix Name: 8274 Mix Strength: 4,500 PSI at 28 Days STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Std ACI318 Tests Slump Air Day Age Dev Req'd 30 4.56 4.47 5480 5480 590 5370 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Test Date Slump Air Strengths Number 28 Day Acc Age 94141262.0 12/15/2014 4.25 4.60 5340 5340 94141262.0 12/15/2014 5.00 4.60 5520 5520 94141262.0 12/15/2014 4.75 4.10 4940 4940 94141262.0 12/15/2014 5.75 3.80 6170 6170 94141262.0 12/15/2014 4.00 3.80 5510 5510 94141262.0 12/15/2014 5.00 4.30 5050 5050 94141262.0 12/15/2014 5.00 4.80 6210 6210 94141181.0 12/16/2014 4.00 4.50 5230 5230 94141262.0 12/22/2014 4.75 4.50 6250 6250 94141262.0 12/22/2014 5.50 4.20 5460 5460 94141262.0 12/22/2014 5.25 4.80 6020 6020 94141262.0 12/22/2014 5.00 4.30 4540 4540 94141262.0 12/22/2014 4.75 4.30 5840 5840 94141262.0 12/22/2014 6.50 4.40 4210 4210 94141262.0 12/22/2014 4.25 4.80 5890 5890 94141181.0 12/31/2014 4.00 4.70 6150 6150 742-13252- 1/12/2015 3.50 3.30 5160 5160 94141262.0 1/16/2015 3.50 1.90 5670 5670 94141181.0 1/20/2015 4.50 4.40 6180 6180 94141181.0 1/27/2015 3.00 4.70 5150 5150 94141181.0 1/29/2015 4.00 5.10 4680 4680 94141181.0 2/3/2015 4.00 5.10 6120 6120 94141262.0 2/6/2015 5.00 5.40 5710 5710 94141181.0 2/12/2015 4.50 4.40 5270 5270 94141262.0 2/13/2015 4.50 6.00 4820 4820 94141262.0 2/13/2015 4.50 4.50 4540 4540 94141181.0 2/17/2015 4.75 4.10 6000 6000 94141181.0 2/19/2015 4.50 4.10 5520 5520 742-13252- 3/17/2015 4.00 5.00 4920 4920 94141262.0 3/24/2015 4.75 5.50 6220 6220 Page 5 jholki Martin Marietta PLANT Lewisville 5/6/15 MIX CODE 8272 Mix Code must be used when ordering concrete DESCRIPTION 5.00SK ADMIX/AEA USAGE Sidewalks,Ramps&Steps-3,000 PSI CLIENT C.D.Builders PROJECT Edgewood Drive&Highland Meadow ENG CODE 5.00SK ADMIX/AEA 1"CS MATERIAL DESCRIPTION SPECIFIC WEIGHT GRAVITY lbs/yd Cement ASTM C 150 Type I/lI Cement 3.15 470 Fine Agg ASTM C 33 Blended Sand 2.63 1335 Coarse Agg #57 Limestone 2.65 1840 Water ASTM C 94 31.0 Gallons 1.00 258 Air ASTM C 260 MB-AE 90 WR ASTM C 494, Pozzolith 80 Specified Slump: 4.00"+/-1.00" Designed Unit Weight: 144.6lbs./cu.ft. Totals 3903 Specified Air: 4.50%+/-1.50% Designed w/cm ratio: 0.55 NOTES: Martin Marietta has no knowledge or authority regarding where this mix is to be placed unless specifically noted therefore it is the responsibility of the project architect/engineer,and or contractor to insure that the above designed mix parameters of compressive strength,water cement ratio,binder content,and air content,are appropriate for the anticipated environmental condititions(i.e.ACI- 301,318 and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations,and may be changed to meet jobsite demands. These mixture proportions are proprietary,any dissemination without approval is a violation of federal law. Designed mix cementitious content,is stated as a minimum,and Martin Marietta reserves the right to increase cementitious content. .0111, 401111 Dave McDonald Technical Services Rep. Page 6 MCr1 A/AMCletto Date: 5/6/2015 Units: US Mix Name: 8272 Mix Strength: 3,000 PSI at 28 Days STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Std ACI318 Tests Slump Air Day Age Dev Req'd 30 4.85 4.87 4330 4330 480 3640 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Test Date Slump Air Strengths Number 28 Day Acc Age 94141133.0 7/10/2014 3.50 6.00 4430 4430 742-13252- 7/11/2014 4.50 3.50 4390 4390 94141133.0 7/11/2014 6.00 4240 4240 94141133.0 7/15/2014 3.00 5.30 5140 5140 742-13252- 7/18/2014 4.50 3.80 5460 5460 316-14023- 7/24/2014 5.00 3.20 3740 3740 742-13252- 8/4/2014 4.75 3.80 3830 3830 742-13252- 8/4/2014 4.00 4.10 4340 4340 94141133.0 8/6/2014 5.00 5.00 4690 4690 95131105.0 8/7/2014 4.50 5.20 4130 4130 94141133.0 8/8/2014 4.75 5.60 4320 4320 942-14005- 8/14/2014 6.25 4.80 3890 3890 942-14005- 8/14/2014 6.00 4.90 3600 3600 942-14005- 8/14/2014 5.75 5.20 4140 4140 00.0000 8/14/2014 4.50 4410 4410 942-14005- 8/25/2014 4.50 4040 4040 1647-14083 9/15/2014 4.00 3.80 5000 5000 94141253.0 10/23/2014 4.50 6.00 4450 4450 14.1033.10 10/27/2014 5.50 4.40 3790 3790 14.1033.10 10/29/2014 4.00 4.00 4190 4190 94141133.0 1/21/2015 4.50 5.00 5250 5250 26494781mp 1/28/2015 5.75 3600 3600 2651919Imp 1/29/2015 6.00 4290 4290 00.0130201 1/30/2015 5.50 4760 4760 94141133.0 2/12/2015 5.00 5.00 3570 3570 94141133.0 2/12/2015 6.75 5.40 4400 4400 94141133.0 2/13/2015 5.00 5.40 4060 4060 94141133.0 2/13/2015 4.50 5.30 4300 4300 94141133.0 2/20/2015 4.50 5.40 4730 4730 94141133.0 2/20/2015 4.00 6.50 4720 4720 Page 7 Merthlaletta PLANT Lewisville 5/6/15 MIX CODE 8270 Mix Code must be used when ordering concrete DESCRIPTION 4.00SK ADMIX/AEA USAGE Utility Encasement-2,000 PSI CLIENT C.D.Builders PROJECT Edgewood Drive&Highland Meadow ENG CODE 4.00SK ADMIX/AEA 1"CS MATERIAL DESCRIPTION SPECIFIC WEIGHT GRAVITY lbs/yd Cement ASTM C 150 Type I/II Cement 3.15 376 Fine Agg ASTM C 33 Blended Sand 2.63 1414 Coarse Agg #57 Limestone 2.65 1840 Water ASTM C 94 31.0 Gallons 1.00 258 Air ASTM C 260 MB-AE 90 WR ASTM C 494, Pozzolith 80 Specified Slump: 4.00"+/-1.00" Designed Unit Weight: 144.0 lbs./cu.ft. Totals 3888 Specified Air: 4.50%+/-1.50% Designed w/cm ratio: 0.69 NOTES: Martin Marietta has no knowledge or authority regarding where this mix is to be placed unless specifically noted therefore it is the responsibility of the project architect/engineer,and or contractor to insure that the above designed mix parameters of compressive strength,water cement ratio,binder content,and air content,are appropriate for the anticipated environmental condititions(i.e.ACI- 301,318 and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations,and may be changed to meet jobsite demands. These mixture proportions are proprietary,any dissemination without approval is a violation of federal law. Designed mix cementitious content,is stated as a minimum,and Martin Marietta reserves the right to increase cementitious content. 4100 Dave McDonald Technical Services Rep. Page 8 A000mirth 6, ie1.La Date: 5/6/2015 Units: I S Mix Name: 8270 Mix Strength: 2,000 PSI at 28 Days STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 28 Avg Acc Std ACI318 Tests Slump Air Day Age Dev Req'd 30 4.43 4.89 4620 4620 490 2660 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Test Date Slump Air Strengths Number 28 Day Acc Age 94141024.0 12/2/2014 4.00 4.50 4630 4630 94141024.0 12/2/2014 5.00 5.50 3770 3770 94141024.0 12/3/2014 4.00 4.80 4440 4440 94141024.0 12/3/2014 4.00 5.00 4130 4130 94141024.0 12/3/2014 5.00 5.10 4380 4380 94141024.0 12/3/2014 4.75 5.10 3790 3790 94141124.0 12/4/2014 5.00 3.10 4020 4020 14117414.2 1/19/2015 3.50 4.00 5010 5010 14117414.3 1/19/2015 3.00 4.10 4650 4650 14117414 1/19/2015 3.75 4.30 5230 5230 14118141.3 1/24/2015 5.00 5.00 5070 5070 14118141.2 1/24/2015 5.00 5.80 4510 4510 14118359 1/27/2015 4.00 4.90 4750 4750 94141107.0 1/28/2015 4.50 4.80 3800 3800 94141107.0 1/28/2015 5.00 4.50 4060 4060 94141107.0 1/28/2015 4.50 5.00 4030 4030 94151002.0 1/29/2015 4.50 5.10 4790 4790 14118491 1/29/2015 4.00 5.50 4360 4360 94141172.0 1/30/2015 4.75 4.60 4460 4460 14119081 2/3/2015 5.00 3.90 4690 4690 14119157 2/5/2015 4.75 4.50 4540 4540 94141172.0 2/6/2015 4.50 5.10 5370 5370 14119261 2/7/2015 4.50 5.80 4600 4600 14119261.3 2/7/2015 4.50 5.80 5050 5050 14119261.4 2/7/2015 4.50 5.80 4620 4620 14119261.5 2/7/2015 5.00 5.50 4600 4600 94131079.4 2/10/2015 5.00 4.10 5180 5180 14120231 2/12/2015 3.00 5.00 4990 4990 94141172.0 2/13/2015 5.00 5.40 5180 5180 95141134.0 3/11/2015 4.00 5.00 5820 5820 Page 9 Martin Malett Plant: Midlothian Cement 245 Ward Rd. Midlothian, TX 76065 SPECIFICATIONS Portland Cement Bin Number: Car Number: Tons: Type I/II (Low Alkali) Sample Date: March-2015 Monthly Average A.S.T.M C150-12 Spec. Test Spec. Test Chemical Requirements: Limit Result Physical Requirements: Limit Result SiO2, (%) A 20.4 Air Content,Volume, (%) 12 max 8 Al2O3, (%) 6.0 max 4.2 Average Fineness(Blaine), (m2/kg) 280 min 393 Fe2O3, (%) 6.0 max 3.3 420 max CaO, (%) A 64.3 MgO, (%) 6.0 max 1.3 Autoclave Expansion, (%) 0.80 max -0.02 SO3, (%) 3.0 max 2.7 Loss on Ignition, (%) 3.0 max 2.1 Time of Setting: Insoluble Residue, (%) 0.75 max 0.42 Vicat initial set, minutes 45 min 96 CO2, (%) A 1.3 375 max 96 Limestone, (%) 5.0 max 3.0 CaCO3 in limestone, (%) 70 min 97 Compressive strengths,(Mpa) 3 days 12.0 min 25.2 7 days 19.0 min 29.9 Potential phase composition, (%):B Compressive strengths,(psi) C3S A 60 3 days 1740 min 3653 C2S A 13 7 days 2760 min 4393 C3A 8 Max 6 C4AF A 10 C3S+ 4.75(C3A) 100 max 86 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies(Na2O equiv.), (%) 0.60 max 0.55 A Not Applicable. B Adjusted for limestone per A1.6 We Certify that the above described cement, at the time of shipment meets the chemical and physical requirements of ASTM C-150 specification. v- Signature: �' Date: 4/9/15 Title: Quality Services Manager Bridgeport 1795 S Hwy 101 P.O.Box 487 Martin Bridgeport,TX 76426 Marietta 972-647-7232 Compliance Summary Product Information Plant Id 54570 Period 10/01/2014-03/06/2015 Plant Name Bridgeport 100 Product Id 0570 Product Name 1"Class A CPP rio_ Specification ASTM 57/TxDOT Item 421 Grade 2 1/7 70- / / 60- r / 'f /! 0. 50 / '. / / 40- 30- / /J / / 1 ,, 20- J„= A. Sieve Opening(mm) 1310(ES):6.23 030:10.51 050:13.50 D60:14.93 015/085:0.39 Cu:2.40 Cc:1.19 Gradation Results Quality Results Sieve %Passing Tolerances Test Result Unit Tolerances Method 1 1/2"(37.5mm) 100.0 100-100 CaCO3 87.5 % 1"(25mm) 97.9 95-100 Total Moisture 0.6 % 3/4"(19mm) 83.3 Unit Wt(Loose) 97 lbs/cu.ft 1/2"(12.5mm) 42.9 25-60 Unit Wt(Rodded) 102 lbs/cu.ft 3/8"(9.5mm) 23.9 LA Abrasion(6,500) 27 % ASTM C 131 #4(4.75mm) 5.5 0-10 Shale 0.1 <0.25 C235/T 189 #8(2.36mm) 1.3 0-5 SPGR-CA(SSD) 2.650 Tex 403-A -#200(75um) 0.90 Tex 406-A Pt 1 Wash Loss(#200/75um) 0.7 % 0-0.6 TxDot 406-A Soundness(MgSO4)Coarse 10 % TxDot 411-A Micro-Deval(Conc) 18 % TxDOT 461-A Acid Insoluble Residue 3 % Txdot-612-J StonemontQC 03/06/2015 Martin Marietta,Inc. Mill Creek(DL) Martin Marietta Compliance Summary Product Information Plant Id 47402 Period 10/01/2014-02/10/2015 Plant Name Mill Creek(DL) 100 Product Id 6502 so- Product Name Dallas Concrete Sand 8o- Specification o-Specification Concrete Sand 70- i j f 50- a f' ;i 40 3a 2a- Sieve Opening(mm) D10(ES):0.21 030:0.36 D50:0.59 D60:0.90 015/085:0.11 Cu:4.26 Co:0.69 Gradation Results Quality Results Sieve %Passing Tolerances Test Result Unit Tolerances Method 3/8"(9.5mm) 100.0 100-100 FM 2.69 #4(4.75mm) 99.4 95-100 Absorption 0.525 % #8(2.36mm) 86.4 80-100 SPGR(Dry,Gsb) 2.644 #16(1.18mm) 66.3 50-85 SPGR(SSD) 2.658 #30(0.6mm) 50.8 25-65 SPGR(Apparent,Gsa) 2.681 #50(0.3mm) 24.3 10-35 Unit Wt(Loose) 98.0 lb/ft3 #100(0.15mm) 4.0 0-10 Unit Wt(Rodded) 108.0 lb/ft3 #200(75um) 1.2 0-3 Unit Wt SSD(Loose) 98.5 lb/ft3 Unit Wt SSD(Rodded) 108.6 lb/ft3 Voids(Loose) 40.4 % Voids(Rodded) 34.4 % SE 89 % Sand Equivalent Wash Loss(#200/75um) 0.8 % Tex 406 Part I Acid Insoluble Residue 76 % >60 Tex 612-J StonemontQC 02/10/2015 Martin Marietta,Inc. BASF The Chemical Company February 27, 2015 Martin Marietta 1805 L. Don Dodson Drive Bedford, TX 76021 Attention: Michael Whisonant, PE FACI Project: All Projects Project location: Various Locations Certificate of Conformance MasterAir®AE 90 Admixture (formerly MB-AE 90) BASF Corporation Air-Entraining Admixture for Concrete" I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterAir AE 90 admixture is a BASF Corporation Air-Entraining Admixture for concrete; and That MasterAir AE 90 and MB AE 90 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture; and That MasterAir AE 90 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterAir AE 90 admixture meets the requirements of ASTM C260, the Standard Specification for Air-Entraining Admixtures for Concrete, as well as the requirements for air- entraining admixtures as specified in Corps of Engineers' CRD-C 13 and AASHTO M154. *JA-464 Richard Hubbard Sr.Technical Marketing Specialist BASF Corporation Admixtures Systems MASTER® 23700 ChagrinBoulevard »BUILDERS Clevelandd,,Ohio 44122 Telephone(216)839-7500 SE iTl S BASF The Chemical Company February 27, 2015 Martin Marietta 1805 L. Don Dodson Drive Bedford, TX 76021 Attention: Michael Whisonant, PE FACI Project: All Projects Project location: Various Locations Certificate of Conformance MasterPozzolith® 80 Admixture (formerly Pozzolith 80) BASF Corporation Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterPozzolith 80 admixture is a BASF Corporation Water-Reducing Admixture for concrete; and That MasterPozzolith 80 admixture and Pozzolith 80 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 80 admixture; and That MasterPozzolith 80 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterPozzolith 80 admixture, meets the requirements for a Type A, Water-Reducing, Type B, Retarding and Type D, Water-Reducing and Retarding Admixture specified in ASTM C494/C494M, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87 and AASHTO M194. (R.U\co,t)*v364 Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MASTER° 23700 ChagrinBoulevard >>BUILDERS Clevelandd,,Ohio 44122 Telephone(216)839-7500 SOLUTIONS