SS9901-SP020516972 233 2911
MAY -15 -2002 17:31 CENTEX CONSTRUCTION - DAL
gl�-46P' 40A
CENTEX
972 233 2911 P.01i20
CONSTRUCTION COMPANY
Our Vision: To be the Standard of Measure in the Markets we serve.
Date: { May 16, 2002 05:28:47 PM
To: WMM) Rick Odell
The City of Coppell
P. O. Box 9478
Co ppell, TX 75019
From: Ryan Roberts T^
Asst. Project Ma nager
Project: I St. Joseph Village
Subject:
Telecopy (FAX) No: 972 - 304 -3570
Hard Copy to Follow No
Remarks
Attached is the submittal of the Force Main for St. Joseph Village. Please note that I am also
sending you a copy of the specifications from Turner Collie & Braden for your use. Please
review the attached information and let me know at your earliest convenience with any
questions or concerns that you may have. You can also reach me on my mobile at
214 -668 -6835. Thanks for your immediate assistance with this matter.
If you Do Not Receive 20 pages (including this one), Please call Sender at 214- 468 -4548
/ 1 44 7
R an Robe
Operator sending FAX message from FAX # 214- 468 -4340
MAY -1E -2002 17:31 CENTEX CONSTRUCTION — DAL 972 233 2911 P.02i20
GENERAL CFgTiFICATON-
STATE OF TEXAS)
COUNTY OF BELL)
Before me, the undersigned authority, personally appeared gjLEran n, known to me to be the Q K601
Sales MMRM of the McWans Cast Iron Pipe Company, who upon being duly sworn, deposes and says
that each and every length of pipe furnished by this
UTILITY PLUS,INC.
LEWISVILLE, TEXAS
JOB: 30" FORCE MAIN
COPPELL, TEXAS
our Sales Order No. wilt, be or were aWpected and ail spwAad tests made with the results
therof complying with the requirements of the specification indicated below. OUi11NAL
METAL
SIZE TYPE JOINT CLASS SPECIFL 7ION THI KNr;S,� LI
30" FA5TITE ., FPOYY
Joints comply with ANSI Specification A21.11 (Latest
(Latest Revision); Fitfings, if included, per ANSI A21.1
Lining per manufacturers standard. c
Subscrbed and sworn to be re
me this S""'� day of 7Z o2�
Notary Pub
My Camrmssion Expires b 15, 2003
per ANSI A2 1.4
......r.y.+r....
S G. RILEY
Noliry Puldic • Stale of Tags
• Commission Expire$: tQ IMS
Popp# ..«...r.......
MAY -16 -2002 1 7:31 CENTEX CONSTRUCTION - DAL 972 233 2911 P.03i20
Custom 0 Fab
Q QgzUty Fabrkaftm For 1"" Waterworks (ndu5" I
I
109 Ff/t6 3bYe! pr/anda, f70rtda 3"
U s (I07) 8S"I Fax R07J tf1 •f370
xartawwfde Pits MOM $"-5J0S H A P F
IV !krone (806) JIO -3157
&NaR: j*sWu empbr.cow
M a y 15, 2002 ,,,ww.
utility Plus, Inc,
1800 Midway Road West
PO Box 611
Lewisville TX 75067
RE: PROTECTO 401 C110 FITTINGS
All fittings lined by CUSTOM FAB are abrasive Watt cleaned to achieve a
new white surface conforming to SSPC SP-10. Fittings are then epoxylined
40 mil dry film thickness with Protect* 401 In strict accordance with the
manufacturers speeificatlons-
Please see the attached technical date sheets for materials used.
If any further information is required, please contact our office.
Sincerely,
CUSTOM FAB
OAL"�
r M. Comins
President
STATE OF FLORIDA
COUNTY OF ORANGE
Sworn to and subscribed before me this 4a ay of May, 2002.
4
PUBLIC
hAQL1Yl:. PpgT�
A^' a Co tea
MAY -16 -2002 17:32 CENTEX CONSTRUCTION — DAL 972 233 2911 P.04i20
Standar Specification Yor
Lining Duetite Iron Pipe
For Sewer Service
2. Condftlon d 1Dtse111e ihan hiotr to Sargaae heprNlos
All ductile pipe and f1WW abet! be' dalivelne ro the appUaattoa faelliry without asphalt.
cement uning. or any other Hein= on the Maeior welaee. SOMA" removal of told !tiring: rutty
not be possible. the last of dds spaolllcaden is that the mike mterittr of de dacdk iron pipe
and $aiop shall not have born lined with nay 066PM @ prior to the aypuall0a of the apatti-
fied lining footsie! anti no clad" shall have berm applied so dim fast sit inches of the eaterior
of the spigot tatds.
11. Llnfetg Malertal
The @tamdard of quality Is ptotvcte s01 Gnome Epmy. Ths material slall be as amine awed
novelac epos cmuLh tg u least 20% by vstaae of cawk wmrat piSMUL Any mgwet lot
snbgitulim must be aeooMp nkil b It @tpaaatdte WOW/ of Iktini !ripe cad finings fa sawcr
write, a 1su report vt'f*leg data fouoww ptopotties, and a a aKfido n of ** roe neuhs.
A. A parleability Mang of 0.00 WUM soled amonling w Method A of ASTM 2-96 -66.
Ptoeedute w with a test duration of 30 days.
9. TM following tau must be tun on coupotn flan fociety lined doetile iron pipe:
1. ASTM E -117 Salt Sp►+y (scrllsed panel) • Rardty a equel 0.0 nadtrea" after two
>eaft•
Z. ASTM Cr95 Cathedie Disbondti eat 1.5 volts ® 77*F. Results to egoll too mate than
03tnm 4ndowwAag after 70 days.
3. Immersion 7buing rued vi ft ASTM D- 71447.
A. 20 Sahftmic Acid -00 WWO ahW lute y4611.
b. h WF 25% Sodh o lfydtaside —No IMMI after two yeas.
a. 16WF Distilled Water --Po ether OW two years
d. 120 Tap Nhter tseribed pamOp -0.o tlnderandpj shu two years With no effect.
C. An abasiwr tatiatawe of no Mora than 1009 (A7$MM) loss dW one million eyeks using
European StatWad EH 599: 1994 nstiot 7.8 Abrasion lasinanee.
M. APPLICATION
A. Applieslot
77e lining shall be applied by a ttpmpaknr limn with a oneeatsfal history of applying Iln-
imp to the bad*t of ductile inn pipe and filings.
B. Swfaa Preparation
Prior to abrasivo blasting, the cadre area to teceivc the protective compound @belt bs
inspected fa nit, 8 1141 . de. Acy was wilt o0. prW& at any substance which can be
ferrtow by solvent, shall be solvent ckwd d to romove dome substances. Ally the sufice
has been waft Ave of gmme, oil or now subuat n. all anus to mca t etk ptoteedve
compounds sha11 be abusive bWW Suing sad or gm ataasfve media. The ewro @Mace
to be lured shall be sward' u3lk tM bbut media so Mal all tact, loose "ides, etc.. on
tameved foam de sufh"- 0* 64111 pains ace adMting *'aide may be left on she
savface. Any ant where nrct reappaara bdtne [king most be rablauta
F J
Continaad...
MAY -16 -2002 17:32 CENTEX CONSTRUCTION — DAL 972 233 2911 P.05i20
51andued SpOttl8tatione Coaimaad
C. Lining
After the surface preparation and within g hewn of Waea ptepermion, the interior of the pipe
shat) MOSivs 40 tails OQtniaal dry film ddoksres Of Peotacro 401. No Going shall sake place P
When the substrate of ambient tampanwrt is belo.. 418VOu pahrenhe&. The surfers also
must be dry and dust fra. If fah ge pipe or fittings are ltteluded in die ptejeee tae 1lning shall
not be used on the face of the Hangs.
D. Coating of Boil Sackers and Spigot Ends
Due to the wknomm Involved. the PM60 area and 94m and up to 6 inches back from the
end of the spigast dad musk be Cooled with d mifs aosnlnal, 10 miss maximum using
PtotectO JOWL Cempawtd. Ths !trim COMPOUad s11af1 bs appllad by brush to ensatra cwmr-
ate. Case MOOld to taken that sir 3oim Cosppeynd is $moth without eaceu beildop in the
gNkat sass of OR LM spigot qqa. Cortin8 of 1M glisbet acct and sp4w ends shall be daft
der d" appllgw0ft of the Ikning.
E. Number of Coats
The motnber of gala of lining muctial applied stsakl be as OCOmmended by tha lining enan-
ufiictuw.. Howova. in no ease $hail this mamrial be applied aboty &A dry thialcntras per
cat Mommended by the linhtg osata Jebrreer in pnitle/ Lprrese. The maximum or .atst-
mwa time betwm qm shaft be do Lima recmameded by albs lidiag materfal manaf e.
wrar. To pmut desbadn"bta bdwOSr eeilti, at aaasetid droll be used for Halals
which h ON tadcspdatly mos able V10 ww tallreOt tOrgrlthhtg of des stirdtce.
761 Ach.Up k Repair
PMOM fobs Campo and shall be used for ioodpW or mpair in seeord= with mmoWur-
ta's mcomffrtukdatlons.
Jv- Impectloo 424 carmcotien
A. Inspection
1. All ductile iron pipe and fixing linings $11011 bur Malted for thiNpeess =14 s megtetie O
fllm thickness pup. The thickness aetthug shall be done using the method osdieed in
SM -PA -2 Firer Thklakas Ratatg.
2. I'M inerior lining 9 ( ail pipe and rndngs SW be ar"d for 1 „ mks with a oondasttuc.
tvs 2.300 vwI pat. Any defers$ (Quad shad ba r e
id
3• Each pipe JOIN and fitting shall be marked Vida die dmP� to al augs of
Lent along wirh its nuredri"I sequence of t apphearioo of the llninL ris•
Wined by the applicator of his work. 4PPb sa0n on that date and meards main.
S. Certifiealion
The pips or filling matwfaeeuecr must ly a rartifiye atkwing to the fact that du appkl-
cator met the re"imooln of this ' atioq ar► dst the maters(
used w as as epeelrrod.
V. Hnadlhag
Prohcw 401 lined pips and Btiop muse be h rAW only from Lite outside of the pipe and fit-
tings. No forks, ehalas, Imps, books, tic. shin bs plaeed inside the pipe and fiednge far lift•
ant. poshimdag. of laying.
-i
MAY -16-2002 17:32 CENTEX CONSTRUCTION — DAL
tco u or a wgugg - cwenas aim repwi aaa.aea
8MS of PROTECTO 481 lined Pipe and fitftgsa
1. RMOvE Hats awsod by ildd moms of ands at
h ISM dlanada and 5111000 Out Ae efts Of"
hone if ragb•
2. Remove all IM06 Of al, grease. asp""- dues.
din. cir.
3. Reform any MOW Mind creed by field gas•
tie$ operations of handHna and clean any
exposed +petal by wading or acf►ptad-
suWA Sdtld of power I" dwid" rolldhe'"I
it also acsopubk. It is faeotnnleldad mot MY
lows lining W wmoved by dd%dh i 4tia4 Of
soaping into well adheced lined area bcW9
patching. be sure to oeerlap w Inset I" of lining
in the area to be rapalted.
4. Void the =a to he laded or wptdtsd absoluiely
clean and whibly roughened. apply it Coot of
Prtxecto Joins Compound Osmg the following
11"We"
a Mining ireocaduta The aepnirkit for Prowici
{. 401 coatptas two Small COPS of PWMM Jelm
camps" P+otsato Ian compowd is a we
compovgmt epoxy and She contorts K Ow
small container shall be mixed with the
Mrisciss or the huge eonaiftm If tess than the
fell coaSenn of ach can is to be mixed, Qs
mWAW may be ehixed Met the atixied; Indio
printed on the Web. Aft" Parr 6 is added to
Part A. the mixture shall be Ihoroughty
adimad All axsivated manual mur be used
within One bow of mixing.
b• Application. of Mattrial_AAer *a material
has been dMMOdldy mtxad, it can be IPPIW
to raw prapred sufice by brush Ilmo tta 4
alapy best due to the Do Ow the new $A be
apaired are usually small. Practkea con•
docive m a good caeting ac contained in tic
technical data sheet for Pronto Joint
CarV=d,
5. It is Important to coat the entire freshly cut
exposed mcW svrfue of the eul pipe end. To
etl w proper seating, overlap at eat ape inch of
OW Ilning with this repair asarfial.
DlK8MTTI0Nt A breshable eoralac apoxY
&AVW Dr swliet c ot ands and mp&W when pipes
on No *XX TWAM W1 Ccntmic Epoxy.
LDaTATfON5: This otatacial should be used On
spipM and is bell MCkm ORY 40 110 OF of fn-
tiro is ttned with Proteato Wt Ceramic Epoxy.
ppotaem Joint Compo ew an be used ewer Pwmo
401 Of ea base sahtrata. Nose: De"set apply
Peones dot peee*ms17+a Twee campoune-
SUIWACE PRBPNIGTJONs Too sutfOw pmpara-
ties shot be egml to *A apsafw "s fa the pro,
jeu a m ondloed in the IoL r- p pmcedvn, Do nol
q* 1IO1DeeD Joan compound over wet Or frozen
surfaces.
DRY PILAI THICOESS: As Outlined in spfcifi.
aborts.
APPLICAT M; $twh. loll. or Wess spray.
TMMQMOG: This or dean up with Mm* Ethyl
Kamm.
MWAL
MATJLEORGANIC CONTENTS:
< I .dQ Ro• per gal. mixed umbi reed
211FI, Svc individual product label for
safety and health data information. ladividnal
Malarial 5d w Darts Sbeets eta available upon
fcvuaat.
972 233 2911 P.OG /20
MAY -16 - 2002 17:33 CENTEX CONSTRUCTION - DAL 972 233 2911 P.07i20
SIMULATED SEWER ENVIRONMENT
ACCELERATED TESTING OF
pROTECTO 441 LINING
IN PRODUCTION RUN
DUCTILE IRON PIPE
0
TEST
RESULTS
120 °F Water lnunersion
Z 6 yew's No undercutting u scribe.
No dFect when rated using
ASTM D- 714.87
160'F Dialled Water
2.0 Taus No undercutting at ka ibe.
imrueroon
No effect when rated using
ASTM D- 714-97
140 °F 2$96 Sodium
2A years No effect when rated using
Hydroxide Launasion
ASTM 1.714 -87
20% Sulfuric Acid
2.0 yem No effect when rated using
Imrnenion
ASTM D- 71447
ASTM B. 117.85 Salt Spray
2.0 years No undercutting at scribe.
5% Stlt @ 98 °F
No other effect when rated using
ASTM D- 714 -87
EN 599 -1994
.602 inch (.05mrn) loots
Section 7.8 Abrasion
After one million cycles
Resistance
NOW AU Inuacnion tests ate cutreatly onjoi» g.
n
MAY -16 -2002 17:33 CENTEX CONSTRUCTION - DAL 972 233 2911 P.08/20
all! •
Unon
SAMPLE SpKrrAT10N
rlrler• Tura+ °*a Pr
Ductile Iron Mechanical Joint pin8 Sleeves Furnished br T - pipe ComPonYproduced in actor
dance with marw6clurer's Into rds. Chmkal and physico preporties of the ductile iron are in acc*rJance with the
rogvire m t of ANSI /AWWA CI IO/A21.10.82.
Recess dimensions are per Maaufockirnr's Standartfimiion Society standard ptnetice SP-60.
Genwal Imstallolron lastruckms for Tyler M) A Sleeves
1. clean ipe - inswi side gasket into bock haifof gasket grooves. Make sure ends are flush with Or slightly protrude
into the and gasket sealin8 aMe.
2. Bolt sleeve halves Iegat+ar and trim side gash as necessa MAKE SURE Sam WILE. RaWE FREELY ON PIPE.
3. Install end gosbtis, hacallno cut ands 9 0 , side gasket. it pipe is maximum 00, thelch goskef b make certain
cut ands match With no gap in between
4. Install glands and bolls - rorote sleeve to desired position. 8e
sure pipe Is centered Inside the sloe".
5. lighten g balls ahem*, using 60 to 90 foot pounds.
6. Alter land assernbfy, PRES"IF TEST ALL JOWTS BEFORE W.
PING. IF addilioriol tightening is rewired, release pro wre and
relate temsion an gland b9lte bolero 1010itin "bal6.
for Cost Non or fit dh ken Pipe
Mechanical "pint laPpfng sleeves - for 6 through 12" Cast iron
or ductile iron pipe.
• Outlet Flange per ANSI /AVVWA C 1 i 0/A21.10
• Gaskets furnished.
• Working pressure-200 p.s.i.
10 10V Rt r/tAil " t "9 s PQ, eon 2027 • 1Ww. Toes 75710 • (9031 482 55 1
1JMen Fa ndry C m " Vwvf • s J. Sac 309 • MMlsbn, AWM w 362D2 • (2561236.7601 1).152000
E
0
..Mdi
5leevefer
Cod ken/Oudk hen
yep
CAL 110"
Srss
4
5
C
E
F
Mtn w, M�ia
Ot
6x4
5.016
.230
7.50
17
9.00
14.00
6185 7.15
220
6
bra
7.014
.112
9.50
17
9.00
14AO
6.65 7.15
225
8x6
5.016
7.016
.2SO
7.50
9.S0
19
10.50
14.00
9.00 9.3S
275
4
9.016
.312
.312
11.75
19
19
10.50
16AO
9.00 9.33
260
l006
3.016
.250
7.50
19
10.50
16.00
9.00 9.35
296
1 otr4
7.016
9.50
11.00
15.00
11.04 f lA5
3"
lorry
9.016
.312
11,73
19
11.00
15.00
11.01 I I AS
392
10
11.016
.212
14 2S
23
11.00
19.00
f 1AA 11.65
4S
121st
5.016
.312
750
r
11.00
19.00
11.04 t 1.4s
470
17^11
7,014
.2M
.312
9.50
20
20
12.00
16.00
13.14 13.56
469
12,s 6
9.016
.112
11.73
30
12.00
1600
13.14 13.56
471
1200
11.016
.312
14.2S
26
12.00
16.06
13.14 13.56
4112
12
13.016
.312
17,00
12.00
32.00
13.14 13.56
$95
Z6
12AC
22,00
0.14 13.56
603
10 10V Rt r/tAil " t "9 s PQ, eon 2027 • 1Ww. Toes 75710 • (9031 482 55 1
1JMen Fa ndry C m " Vwvf • s J. Sac 309 • MMlsbn, AWM w 362D2 • (2561236.7601 1).152000
E
0
..Mdi
MAY -16 -2002 1 7:33 CENTEX CONSTRUCTION - DAL 972 233 2911 P.09i20
IRON T yler /U Mau �1 0110 FULL NOW nion MK11CA& .Mf
! SAMME SPKW.MDN
Meehanical Joint walr"4n (icings with aemsories, 2' lllrtil111136• s11all be produced in she USA of Ductile Iron in occordonee
wilh and meal oN applicable tarns and prr.islans of s1Wld4A ANSI1AWWA Cl I O/ A2 1.10 ANS /AWWA Cl 11/A21.11
;curer"! rw4lonal. AN DY06 Iron Mechooleo) Joint Fixings 3 lhrouah 2i' aha11 be raied for 350 PSI working pressure. All
Ductile Iron Medmical Joint FROM; 30` Owv* 36' shill be raw 250 PSI working pressure.
NOTE: Fillings are CEMENT•UNED and seal eoaxtd in acmdance with ANSI /AWWA C104/A21.4- also available double
cement-fined or bare, All coaled Fixings neN eeyuireeMenN of NSF -61. See No price sheet Ear details.
JOINT POWNSIONS IN INCHES FOR MECHANICAL JOINT FITTINGS
1 x..11.
1M.40ala mi,
pipe
PrAV4510Ni IN IMCMES
No.
am
I•aade
f1/1bsy
sibmw
esduki6a
%as A
11
C
0
F
•
X
1
9%
is
l
M N
0
P
S
•2
2.50
2.50
3.39
3.50
2.61
26
V.
4.75
6.25
6.25
.75
.62 ...
3I
63
.4a
3
3.96
2.$0
4.84
x.94
4.06
2t•
9 /4
6.19
7.64
7.69
.94
.62 1.37
.31
.63
.52
4
4.80
2.50
5.92
6.02
4.90
20•
'/s
7.50
9.12
9.12
1.00
.75 1.50
.31
,75
.65
6
6A0
2.50
4.02
8.12
7.00
28
'/
9.50
11.12
11.12
1.06
.18 1.63
Al
.75
.70
8
9.05
2,50
10.17
10.27
9.15
20o
'/.
11.75
13.37
13.37
1.12
1.00 1.75
.31
.75
.75
10
11.10
1.30
12.22
12.34
11.90
24°
r1.
14.00
15.69
15.62
1.19
1.00 1.73
.31
.75
.00
12
13.20
2.50
14.32
14.44
13.30
28'
0 /s
1615
17.94
17.89
1.25
1.00 1.75
.31
.75
.85
14
15.30
3.50
16AD
1644
13.44
28•
s/a
11.75
20.31
10.25
1.31
1.23 2.00
.31
.75
.09
16
17.40
3.50
16.50
18.64
17.54
20
s/&
21.00
2156
22.50
1.39
1.31 2.06
.3I
.75
.97
10
19.50
3.50
20.60
20.74
19.64
28'
'/a
21.25
24.63
24.15
1."
1.38 2.13
.31
.15
1.05
20
21.60
3.30
22,70
22,84
21,7A
28•
7 /r
25.30
27.08
27.00
1.50
1,x1 2.19
.31
.75
1.12
24
25.40
330
26.90
27JM
15.94
2 8•
r/.
30.00
31.38
31.50
1.62
1.56 2.31
.31
.75
1.22
30
32.00
4.00
33.29
33.x6
32.17
20.
1' /.
36.80
39.12
39.12
1.81
2.00 2.75
.38
1.40
1.50
36
38.30
4.00
39.59
39.76
32.47
20°
1' /s
43.75
46.00
46.10
2.00
2.00 2.75
.31
1.00
1.00
4 Nat inclu4W In AWWA C110.
1 x..11.
Gulaess W
Mwmv
o..r
. Nerie WW in ry1Y1SR Clio.
0
ANWAWAM C110/AS 1.1o, ANSUAWVA% l l/A21.11
r 1.1b2000 �"" Di We • Ra 11e, 2027.1,1., Thar 7010 0 ISM 0
unb" Faaory Caegee7 • P.O. aces 700 . Awdsae, A6barne 36M • 12561236.7501
1M.40ala mi,
pipe
Sias
No.
am
I•aade
f1/1bsy
sibmw
esduki6a
Barrel
t3R
'2
2
Vs
3
45.60
5
2.50
3
4
r /r
3
43.10
7
3.%
4
4
s /4
3'/1
7590
10
x,80
6
6
s/4
4
75+90
16
6.00
8
6
3 14
4
75-90
25
9.05
10
8
9 /4
4
75-90
30
11.10
12
0
1 14
4
75-90
d0
13.20
14
10
e%
4' 1
7590
45
15.30.
16
12
°/4
41/
75.90
55
17.40
It
12
3 / 4
4 1 /1
75-90
63
f 9.50
20
14
3 /4
4'/s
75.90
8S
21.60
24
16
s/.
5
75 -90
110
2&80
30
20
1
6
100.120
220
32,00
36
24
1
6
IM120
301
31.30
Gulaess W
Mwmv
o..r
. Nerie WW in ry1Y1SR Clio.
0
ANWAWAM C110/AS 1.1o, ANSUAWVA% l l/A21.11
r 1.1b2000 �"" Di We • Ra 11e, 2027.1,1., Thar 7010 0 ISM 0
unb" Faaory Caegee7 • P.O. aces 700 . Awdsae, A6barne 36M • 12561236.7501
MAY -16 -2002 17:33 CENTEX CONSTRUCTION - DAL
"r/union
ADDS
Id1 sc F8
90° kn& (1141
Oiww�1M�
3lu
L
3
$
90
o
a
40
6
8
60
6
I t
a
95
10
8
115
13
6
lss
16
8
281
18
8
753
20
8
366
24
4
495
RENDS
90' AU 11 AU (1/4)
90° MJ x PF ll /4)
W #J x m (1/4)
Z
972 233 2911 P.10i20
60
M! x fl" ECCENTRIC
Riwiak
O10owpo"
L w«o ll
6�d 13 51
oxz is 71
w
APOI oc Cl o i 1• : v �' ,1�.,wi i9oa1 K2•ss11
12 tWm. Fw^d r C*mPmV • Po. so„ 3W • Amsfen, X660" 300.1204) 236.7601 11-1s-2000
90° kn& (1141
O:r =;
vwi�M
sin
o
r
z
A h"
MR
Mot
'2
2.25
3.25
-,.
14
3
4.0
5.5
13.3
35
35
4
4.5
6.5
14.5
S5
54
53 �)
6
6.0
8.6
16.0
83
e0
75
8
7.0
9.0
17.0
12,5
120
115
10
9.0
11.0
19.0
190
190
1)7
12
10.0
12.0
MID
in
255
246
14
11.5
14.0
22.0
380
..
16
12.5
15.0
23.0
490
470
463
10
14.0
164
24.5
695
600
577
20
13.5
10.0
26.0
790
77S
...
24
18.5
22.0
90.0
1215
1175
1150
30
21.5
25.0
33,0
1690
1920
...
36
24.5
28.0
36.0
7629
2310
APOI oc Cl o i 1• : v �' ,1�.,wi i9oa1 K2•ss11
12 tWm. Fw^d r C*mPmV • Po. so„ 3W • Amsfen, X660" 300.1204) 236.7601 11-1s-2000
MAY -16 -2002 17:34 CENTEX CONSTRUCTION - DAL
45 MJ (1 /01 W MW E f l /8)
7
5
R
4s° MJ lc FE f 1 /al
r +
L_
21 /s xPE(1 /16)
Y
22' / MJ m FE 111161
f
t
0
11 /i 1
972 233 2911 P.11i20
DUCTILE IRON 0110 FULL BODY
MECHANICAL JOINT FIMNGS
45 Bends (1181
22 Bonds I1 /141
Dimonvions
weights
Woighh
Si :e
a
T
z
AU
MOP
MAK
'2
1.96
1.8
...
13
30
3
7.62
3.0
11.0
30
..
...
4
4.81
4.0
12.0
so
45
A6
6
7.25
5.0
13.0
75
69
77
8
8.44
5.5
13.5
110
105
105
10
10.88
6.5
14,4
169
155
155
12
13.25
7.5
1 S.5
224
215
215
14
12.06
7.5
15.5
300
...
365
16
1125
8.0
16.0
360
360
360
18
1430
8.5
16.5
470
422
455
20
16.88
9.S
17.5
$95
5A3
664
24
16.12
11.0
19.0
86S
403
825
30
27.75
15.0
23.0
1380
...
1510 -
36
35.00
18.0
26.0
2435
1930
22 Bonds I1 /141
11'/.° Solids (1 /32)
bimensions
wei8hb
Woighh
Sin
8
Y
i
m)
NUxF1'
AWE
3
7.56
3.0
11.0
30
30
4
10.06
4.0
12.0
50
50
...
6
15.06
5.0
13.0
75
69
70
8
17.62
5.5
13.5
110
10
105
10
22.62
6.5
14.5
160
155
160
12
27.62
7.5
15,5
220
213
220
14
25.12
7.5
15.5
300
...
- --
16
27.62
4.0
16.0
345
373
365
19
30.19
8.5
16.5
480
422
4 55
20
35.19
9.5
17.S
605
610
575
24
37,69
11.0
19.0
, 880
600
930
90
$7.01
15.0
23.0
1400
...
1540
36
72.88
18.0
24.0
2372
...
1970
11'/.° Solids (1 /32)
Not fe kwW M 4WWA C110
ANSI /MWA C1)0//f21.10, AN$I /AWWA Cl l l /821.11
1 t- 15.2000 Union
Tyler 4jry `Wony �v PO p g %x BOX 20�iOM Alo�bano 36402 7601 _
73
Dimenslons
Woighh
_. -
Size
R
Y
1
hu
WOE'
MWE
3
15.25
3.0
11.0
30
4
20.31
4.0
12.0
50
...
6
30.50
5.0
13.0
75
69
..
8
35.50
5.5
13.5
110
105
10
45.64
6.5
14.5
160
12
$5.81
7,5
15.5
220
215
14
50.75
7.$
15.5
305
16
$5,81
8.0
16.0
385
360
18
60.94
8.5
16.5
480
422
20
7T.06
9.S
17.5
610
24
76.12
11.0
19.o
495
Soo
8A5
30
116.75
I5.0
23.0
1410
...
1305
36
147.25
18.0
26.0
2397
- --
2165
Not fe kwW M 4WWA C110
ANSI /MWA C1)0//f21.10, AN$I /AWWA Cl l l /821.11
1 t- 15.2000 Union
Tyler 4jry `Wony �v PO p g %x BOX 20�iOM Alo�bano 36402 7601 _
73
MAY -16 -2002 17:34 CENTEX CONSTRUCTION - DAL
Tyler /Union
MJ TAPPED TEE
NU Tapped Ae (2 "14p)
W.
TEE r . _ Site Dlreutisions
Dimensions
w.iylq.
Sin
L M ar. TeP
W ileklt
3
a 2
35
4
8 2
4$
6
8, 2
70
s
s 2
95
10
8 2
130
12
8 2
165
W.
TEE r . _ Site Dlreutisions
w.iylq.
=
Run Run Iroeck % Y Z
GU
"WixotAw •'1M1zM 1
r = =a - 2 2 2 3.25 3.25
22
03 3 2 3.25 3.25
43
x z 3 3 3 $.5 5.5 13.5
55
-4 4 2 4.8 4,8 14.5
Stmighl Tres and 4 4 3 6.5 6.5 1 A.5
57
75
.. S3
Reducing on branch TWA 4 4 4 6.5 6.5 14.5
87
73 74
4 A 6 8.0 8.0
115
66 6 2 8.0 8.0
78
...
6 6 3 8.0 8.0 16.0
6 6 4 8,0 8.0 16.0
110
115
... 109
6 6 6 8.0 8.0 16.0
r 6
125
1 20 115
6 8 910 9 .0
159
8 H 3 9.0 9.0 17.0
155
...
8 B 4 9.0 9.0 17.0
165
159
X _ 8 $ 6 9.0 9.0 17.0
-- x - -. 8 8 a 9.0 9.0
175
170 ISO
17.0
aullheod 10 10 A 11.0 11.0 19.0
185
180 194
229
10 10 6 11.0 11.0 19.0
10 10 B 11.0 11.0 19.0
246
260
�3y
10 10 10 11.0 11.0 19.0
310
250
250
T
Net incledod in ,AW WA Cl 10
Made to ordsr only. No Rsturnews
x Y
MliM xFE
published in this ctsto for shipping purposes only. Ach,al wei hlc m0 vo d both foundries_ A8 Finings
Eis
ore made in the VSA and meet the qy yyA sh lords t�o whit
pecific fittings, please contact Tyler Pipe or Unfon Foundry Company_
I
ANSI /AW WA Cl 10/A21,10. ANSI /AWWA C 111 /A21.11
14 TYW Pipe /Wi►inOhision s P.O. bat 2027 s Map. Taunt 75710 1
Union Foundry Comps -y • P.O. (10[
T -
309 • Arrawn. A.IOIsOrtlo 36702 . (2561236.7601
1 - 1 15.2000
972 233 2911 P.12/20
y ..v
DUCTILE IRON C110 FU BODY
MECHANICAL JOINT FITTINGS
MAY -16 -2002 17:34 CENTEX CONSTRUCTION - DAL
Tyler /Union
TEES (Can't)
972 233 2911 P.13/20
`j VVO
DucnLs IRON C 110 FULL sQDY
MECHANICAL MANT FITTINGS
ANN /AWWA C 110/A21.10. ANSI /AW WA CI I t /A21, I I
I l -15 -2000 Uni Four d lir.s O : en .'O, 8a 2027. 1y4r, ?Onm 75710 • (903) 882.5511 -
7 CmnPany . PO. Be. 30v. Anniston, A6bonw 36202 - (2561 236-7d01 -
15
Run
Rue
Stanch x
T
2
1A1
••M1xkxm - - mlxmi
12
12
4
12.0
12.0
20.0
315
31S
323
12
12
6
12.0
12.0
20.0
325
32S
331
12
12
8
12.0
12.0
20.0
340
340
342
- f-
12
12
10
12.0
12.0
20.0
390
390
12
12
12
12.0
12.0
20.0
d 10
J10
d01
x x
W16
16
4
1S.0
15.0
23.0
600
...
575
Sbv;S / Ths and
16
16
6
15.0
15.0
23.0
615
605
Redwlny on 3ganch Teas
16
16
8
1S.0
13.0
23.0
625
.__
615
16
16
10
15,0
15.0
23.0
645
16
16
12
15.0
19.0
23.0
660
651
16
16
16
15.0
1S.0
23.0
740
730
18
18
6
13.0
15.3
21.0
670
665
^
is
18
8
13.0
15.5
21.0
685
675
v
18
18
12
13.0
IS.S
27.0
715
735
18
18
18
16.5
16.5
2.6.5
945
915
---
L Tr
20
20
6
14.0
17.0
22.0
344
1-
20
20
8
14.0
17.0
22.0
84S
835
x - - x
20
20
12
14.0
17.0
22.0
890
Bullhead
20
20
20
20
16
20
18.0
18.0
18.0
18.0
26.0
26.0
1095
1785
24
24
6
15.0
19.0
23.0
1 145
1165
1125
24
24
8
15.0
19.0
23.0
1160
1140
r
24
24
24
2A
) 2
14
15.0
iS.0
19.0
19.0
'23-0
1185
1165
23.0
1220
L
24
24
16
15.0
19.0
210
1245
• '
24
24
24
16
22.0
22.0
3010
1660
...
x x
24
24
24
20
22.0
22.0
30.0
1720
30
30
24
6 •
22.0
22.0
30.0
1815
1745
M)XMbc/!
30
30
18.0
23.0
26.0
2050
30
30
8
10
18.0
18.0
23.0
26.0
2060
...
...
30
30
12
18.0
23.0
23.0
26.0
26.0
2075
2090
30
30
30
30
16
19.0
23.0
26.4
2145
30
30
18
20
18.0
18.0
23.0
23.0
26,0
2170
...
...
30
30
24
25.0
25.0
26.0
33.0
2205
2880
30
36
30
36
30
25.0
25.0
33_D
310.5
...
3080
36
36
6
8
20.0
20.0
26.0
26.0
28.0
28.0
2439
2410
36
36
36
36
10
20.0
26,0
28.0
2444
2535
...
...
36
36
12
1d
20.0
20.0
26.0
28.0
2561
'
2550
36
36
16
20.0
26.0
26.0
28.0
28.0
2570
2585
36
36
36
18
20.0
26.0
28.0
2610
2450
0
36
36
36
20
24
20.0
26.0
28.0
2635
...
36
36
30
20.0
28.0
26.0
28.0
28.0
36.0
2792
35e5
..
Zb60
36
36
36
28,0
28.0
36.0
3982
N.r Ind"W
in AW
WA C
110
"
' •
Made to erdp only.
NoI Rerurnabl.
ANN /AWWA C 110/A21.10. ANSI /AW WA CI I t /A21, I I
I l -15 -2000 Uni Four d lir.s O : en .'O, 8a 2027. 1y4r, ?Onm 75710 • (903) 882.5511 -
7 CmnPany . PO. Be. 30v. Anniston, A6bonw 36202 - (2561 236-7d01 -
15
MAY -16 -2002 17:34 CENTEX CONSTRUCTION — DAL
0
Tyler /Union
PLUGS
C
r
solid or Tapped
Weight
548 Top S ONd Topped
`2 2 S $
3 2 15 10
4 2 15 75
6 2 25 25
8 2 AS 45
10 2 65 6S
12 2 85 85
14 2 120 120
I6 2 147 147
Tlfl 2 190 190
t20 2 215 215
t24 2 330 3SO
t30 2 660 660
f36 2 838 838
t dished - Not flat as shown.
Net iecludad In
AWWA C1Io.
CAPS
N
Solid or Topped
MaNe plug --
Solid or tapped
r�
LJ
Sin To r Weight'
4 2 .60 1
6 2 ,65 25
s 2 .70 46
10 2 .75 70
12 2 .75 95
' Weight's do not include aerassories
" Not included in AWWA [110.
MONO is o ropistured trademark
OF U.S. pipe and Foundry CanWomy,
Send tapped
Push-In Plug with Ian
00 be used with alt push -in
Pip$ a n d li"ij
Site Tap
WN 1
vb1of
Site
tap
Solid
Tapped
�`2
2
5
t2d 2.0
3
2
10
10
4
2
14
14
6
2
30
30
8
2
45
4$
10
2
60
60
12
2
80
80
16
2
175
175
tl8
2
216
215
t20
2
250
230
t24
2
370
370
t30
2
680
680
t36
2
850
850
t Dished -N pat as shown,
` Net Indoded Fn
32
182
A WWA a i o.
8
6
MaNe plug --
Solid or tapped
r�
LJ
Sin To r Weight'
4 2 .60 1
6 2 ,65 25
s 2 .70 46
10 2 .75 70
12 2 .75 95
' Weight's do not include aerassories
" Not included in AWWA [110.
MONO is o ropistured trademark
OF U.S. pipe and Foundry CanWomy,
Send tapped
Push-In Plug with Ian
00 be used with alt push -in
Pip$ a n d li"ij
Site Tap
WN 1
14 2.0
110
16 2.0
145
18 2.0
180
t20 2.0
242
t2d 2.0
315
t Disked - Nei Not os st ,
NOTE; filockinp 4111 required-
sort Far essemw only,
iIUxPE
972 233 2911 P.14i20
� .v
DUCTILE IRON C110 FULL BODY
MECHANICAL JOINT FITTINGS
OFFSUS
Not Inckidad in AWWA C) 10
ANSI /AWWACtio /A21.10 ANSI /AWWAC)If /A21.1t
11.15 -2000 Unl �eund e U1iGfias bi.islon . PO, pas 7027 TTrier. Tap 75710 .
7 Cornpenr , P.O. pas 309 . An nisbn, ,slobemo 19031 692.6 1
J6202 11561236 - 7601
' — 70
AU x 0j
mjxPE
DiaNnsier,i
Wef�hM
Sip
0
It
t
MJxA11
iIUxPE
4
6
19
27
...
82
4
12
22
30
8S
80
A
18
30
38
i05
s 4
24
26
34
126
125
6
6
20
28
114
105
6
12
26
34
135
148
6
18
33
Al
188
182
- 6
24
24
32
182
160
8
6
21
29
177
155
8
12
28
36
231
195
8
18
35
d3
287
284
1 8
24
36
44
280
285
10
12
30
38
347
280
10
18
38
46
340
340
10
24
30
46
420
,,.
12
u
37
45
420
420
12
18
48
56
520
520
6 12
24
48
56
649
630
16
12
40
48
715
16
IB
90
50
460
830
0 20
12
40
48
1025
- 20
18
48
60
1362
Not Inckidad in AWWA C) 10
ANSI /AWWACtio /A21.10 ANSI /AWWAC)If /A21.1t
11.15 -2000 Unl �eund e U1iGfias bi.islon . PO, pas 7027 TTrier. Tap 75710 .
7 Cornpenr , P.O. pas 309 . An nisbn, ,slobemo 19031 692.6 1
J6202 11561236 - 7601
' — 70
MAY -16 -2002 17:35 CENTEX CONSTRUCTION - DAL
Tyler /Union
972 233 2911 P.15i20
DU CT I LE IRON C1 10
FLANGED FFMNGS
SAmPt.1f SPECIFICATION
Flanged Fittings, 2 through 30" shall be manuhsclured in the USA of Ductile Iron in accordance wish all applicable terms and
pre�isian► of standards ANSI /AWWA C1 10/A21.10 lcurrant revisions). Flange sur ioc e shall be faced and drilled in accordance
with ANSI Class 1 25 816.1, All Ductile Iron FlonBod Fillings shall be rated for water presswe of 2$0 PSI. All tooted finings shall
be in accardance with NSF -61. Interiors shall be lined and seal tooted in xcordarice with ANSI /AWWA C10A /A21.0A
'Cement-mortor lining for OvOile Iron Plpe and PiRings for Wrier✓ unless otherwise specified.
FLANGE DETAILS
B C.
I
T
T
NOTE: No Flange (olnr
ma real f r i
Newhal
Pips Slew
Inch
Flange
0.0.
Div. of
soft
Circle
Fbege
Thickness
T
sell Hole
Nufflohr
Numler
of iiew
malt pia.
and 14narhs
2
6
A.73
.62
.75
A
5 /01 2 1 /4
3
7.S
6
.7S
.75
4
Vex 2
A
9
7.5
.94
.75
8
"/OR 3
6
it
9.5
1.00
.875
8
/4x3'/1
8
13.5
11.75
1.12
.875
8
4 14 X 3
10
16
14.25
1.19
1.00
12
Vex 4
12
19
17
1.25
1.00
12
Vex 4
14
21
18 - 75
1.39
1.125
12
1 x 4
16
23.5
21.25
1.AA
1.125
16
1 x 4
19
25
22.75
1.S6
1 -25
16
1 5
20
27.5
25
1.69
1.25
20
1 /e x 5
24
32
29.5
1.88
1.375
20
1' /sx 5'/1
30
38.75
36
2.12
1.375
28
1' / 6' 11
NOTE: Drilling templates are in multiples of four, so than fillings may be made to tote
in wry quarter. Bak holes shall straddle tha confer line.
2 3" 4 6 ", sn 10", 12 ", 114
16 ". 1 9" 20", 24"
."so
e
4
BEND5
Naha base sends eta on page 33 gnu 34, reducing and long radius 90' bands are on pggs 33.
Aftodmi @,
a
R R
i
90 fiends 11/1} 4$* Bends 11/8) 22'/ deeds 11 /16) 11' /4 Blends (1/72}
DievenNens Ueatsnsions piteenalon:
Slaw 4 A W.igl.a D 4 Weight R A pienensianl
Weighr tl A Welghr
2 3.0 4.5 14
3 4 5.3 25 3.62 3 20 7.56 3 20 .. •
A 4.5 6.5 A8 4.81 a 42 10.06 d 40 23.35 3 20
6 6 8 74 7.25 5 bb 15.06 S 64 20.31 d AO
A 7 9 118 8.44 S.5 105 17.62 S.5 90
30.5 5 55
10 9 21 190 10.88 4.5 154 22.62 6,5 130 35.5 5.5 90
12 10 12 275 13.25 7.5 195 27.67 7.5 231 43.69 6.5 159
14 1t.5 14 330 12,06 7,5 245 25.12 7.5 250 55.81 7.5 195
16 12.5 15 d30 1 3,25 8 315 27 55.81 8 31 .62 8 315 50.75 7.S 31 S
18 14 16.5 530 14.5 8.5 375 30 S ��1
90 155 18 .19 9.5 395 60.94 8.5 385
b85 16.88 9.5 $95 3 9,5 SOS 71.06 9.3 505
24 18.5 22 1086 18.12 11 730 377.69 69 11
30 21.5 25 1755 27.75 13 2335 57,81 IS 1385 755 76.12 11 760
i le• 116,75 J5 1375
70 Y Pipe /UNIINss Diririon • t!O. Doe 2027 r Tyl•r, 7 W S 75710• (903) m82 -5511
Unian Fognd y CmnpaMY • P.O. 11 . 309 • Annisaon, Al06arne 36202 • (2$61236 - ry 15.2000
MAY -16 -2002 17:35 CENTEX CONSTRUCTION - DAL 972 233 2911 P.16i20
Tyler /Union
REDUCING BASE SENDS
X u X u
s--a L Hs- -I
Soso Under
lass Under
Large End
Small End
Oin+ensie�F
X
size X S
U Weight
4x3 5,5 6
.50 AS
60 7 7
.62 75
8XA 8.38 9
.88 115
3X6 8 -38 9
.88 135
10X6 9.75 9
.88 170
10X8 9.75 9
.88 195
12x6 11.25 11
1,00 230
12x8 11.25 11
1,00 255
T2x10 11.25 11
1.00 285
' Not included in AWWA C110
12
NOTE: 'X' dime,aions are Identical an base•
underlarge -end and Base- ueder•small-eed.
'S' dimensions are debrmined by the lapett
fining opening.
.69
FLANGES
0 _J
Flange For Steel Pipe
Reducing Flange for Steel pip!
x
Flange far DI pipe
Reducing Flange f DI Pipe
0
T r
Under 12" blind Flange
With Optional 2" Taps
- O 0
12" and Larger Blind Flange
With Optional 2" Taps
• FLAN UDGE
flange Studs* Shao
' Not included in AWWA CI W
Nom.
Diameter
inches
6
B
10
12
14
16
18
20
24
30
36
42
48
DUCTILE AD F TRiNGS
1
Bale Drilling Devils
BG Diameter at Is
3 -88
D irmatl siam
4.75
Sise
D
X
► Weight
3
515
12
6 25
4
7.00
12
6 35
6
7.87
12
6 45
6
10.12
12
6 65
10
12,25
12
6 85
12
15.25
12
6 170
' Not included in AWWA CI W
Nom.
Diameter
inches
6
B
10
12
14
16
18
20
24
30
36
42
48
DUCTILE AD F TRiNGS
1
Bale Drilling Devils
BG Diameter at Is
3 -88
5/a A
4.75
3/4 4
5.50
3/4 4
7.50
3/4 4
7.50
3/4 A
9.50
7/8 4
9.50
7/8 4
9.50
7/8 4
11.75
718 4
11.7S
718 4
11,75
71e 4
14.25
1 4
17.00
1 4
21.25
1 -1/8 4
22.75
1 -1 /4 4
f
DI Reducing Flange
Dimensi9nis
DI Reducing Flange
threaded For Steel Pipe
Threaded For Cost Iran pipe
Size
Wei ht
Weight
Sise
O
Q
X
Y
Z
Stwl
01
8 m
1n Top
2
6
.62
4c13 '/,
1
4.75
6
8x6
10x6
6x13
6x) 6
31
50
2'/,
7
.69
6x19
1.13
5.50
7
...
8x16
55
3
7.5
.75
1.8
1.19
6.00
9
6
8
8
4
9
.94
1.89
1.31
7.50
12
12
14
14
6
I 1
1.00
2,1
1.56
9.50
21
14
28
28
B
13.5
1.12
2.31
1.75
11.75
25
34
43
43
10
16
1.19
2.52
1.94
14.25
49
33
62
62
T 2
19
1.23
2.73
2.19
...
55
52
87
87
14
21
1.38
2.875
2.25
...
72
110
110
16
23.5
1.44
3.188
2 -5
...
90
165
165
18
25
1.56
1125
2.69
...
lOS
190
190
20
27.5
1.69
3.5
2.88
115
250
250
24
32
1.88
3.687
3.25
_.
160
370
370
30
38.75
2.12
4,875
253'
560
580
. M4. 0 "t PM/ all h
POW, ue vaim
fevodry
NOTE:
ON flenp%s cee om to ANSI /AWWA CI l0 /A21.10
StandW4, end ASME /ANSI
116.1.
f
Tyler Plp. /Utilitip D1.ision • 90. Sac 2027 . Tyler, Texas 75710 . 1903) 882 -SS I 1 _ .
34 Union Foundr Company • P.O. Box 309 • ArMistm. Alabama 36202 12561 236.7601 11.15.2000
DI Reducing Flange
DI Reducing Flange
threaded For Steel Pipe
Threaded For Cost Iran pipe
Size
Tap a O.D.
Weight
Size
Top is O.D- Weipbt
Ax3
3.9
16
4x3
3x9 16
4x4
4x11
25
6K4
40 1 25
8x4
4c13 '/,
44
8x4
4x13'/, 40
8x6
10x6
6x13
6x) 6
31
50
8x6
6x13'/, 35
110
6x19
60
10x8
12xB
8x16 SO
8x19 8$
10X8
8x16
55
12x10
10x19
72
Tyler Plp. /Utilitip D1.ision • 90. Sac 2027 . Tyler, Texas 75710 . 1903) 882 -SS I 1 _ .
34 Union Foundr Company • P.O. Box 309 • ArMistm. Alabama 36202 12561 236.7601 11.15.2000
MAY -16 -2002 17:35 CENTEX CONSTRUCTION — DAL 972 233 2911 P.17/20
APR 17 2002 10:51 FR TURNER COLLIER HRRDEN9 ?2 735 3002 TO 99723043570 P.01iO4
Turner GolheOBradenInc Da
17304 DallasP Tcx ; 5 .
llas, �s
Engineers • Planners • Project Managers (972) 733 -3440
Fax (972) 73s._r.r
FAX COVER SHEET
To: From: --��—� !
Fax No.: / c 5
Number of Pages: y Date: p
Including Cower ) 7 42
Subject: r
j�
coo
.S
RECEIUFn
If Transmittal Does Not Come Through
Clearly, Please Cali (872) 735 -3000
TEXAS AUSTIN /DALLASMORT W ORTI- MOUSTONIPHAMSAN ANTONIO COLORADO DENVER
PENNSYLVANIA PHILADELPHIA FLORIDA MIA l WASHINGTON, D.C.
MAY -16 -2002 17:35 CENTEX CONSTRUCTION - DAL 972 233 2911 P.18i20
HER I t r-vyJC 1C!- J1 rm 1 WM1nr_rc '� vWWQ 1W i �wv-•ww .... . • •+... .-.�
RECEIVED
SECTION 02615 CE LATEX CgiSTIlUCTION CO.
DUCTILE IRON PIPE (SEWER SERVICE) APR
PART 1 GENERAL
1.01 SUMMARY
This Section includes furnishing all labor, tools, equipment, materials, and supplies for
the installation of Ductile Iron Pipe for Sewer Service.
1.02 RELATED REQUIREMENTS
Trench excavation and backfill to be per the requirements of The North Central Texas
Standard Specifications for Public Works Construction Specification Item 6.7 —
Underground Conduit Installation.
1.03 REFERENCES
The publications listed below form a part of this Specification to the extent referenced.
The publications are inferred to in the text by basic designation only.
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM A746 Standard Specifications for Ductile Iron Gravity Sewer Pipe
AMERICAN WATER WORKS ASSOCIATION (AWWA)
ANSI/AWWA C 100A21.4
ANSUAWWA C105/A21.5
ANSUAWWA CI I IIA21.11
ANSI/AWWA C151/A21.51
1.04 - 1.05 (NOT USED)
1.06 SUBMITTALS
Cement - Mortar Lining for Ductile Iron Pipe and
Fittings for Water (First Edition).
Polyethylene Encasement for ductile Iron Pipe
Systems.
Rubber - Gasket Joints for Ductile Iron Pressure Pipe
and Fittings (Second Edition).
Ductile Iron Pipe, Centrifugally Cast, for Water or
Other Liquids. ,
Submit affidavit of compliance per the requirements of AWWA C 151 and in
accordance with The North Central Texas Standard Specifications for Public Works
Construction Specification Item 1.28 — Shop Drawings, Product Data & Samples.
MAY -16 -2002 17 =36 CENTEX CONSTRUCTION - DAL 972 233 2911 P.19/20
Hrrt 1r GV'V49 lr_1•71 rm iumiI -m - - Lwi Ca Dr[MLCI`r`J' r JCrCJG iv 77rGJL'14JJrCJ r.VWU4
�rChS�;CO i ti �4G":c0
1.07 QUALITY ASSURANCE (NOT USED)
1.08 DELIVERY STORAGE AND HANDLING
Pipe to be shipped in accordance with the pipe manufacturer's recommendations and
stored in a manner that the pipe is not damaged. The Contractor will replace damaged
piping at no additional cost to the OWNER.
1.09 -1.11 (NOT USER)
PART 2 PRODUCTS
2.01 MANUFACTURER(S) (NOT USED)
2.02 MATERIALS AND /OR EQUIPMENT
A. Piping
1. Piping to conform to the requirements of ASTM A746 and AWWA C11 I and
0151.
2. Unless otherwise shown on PLANS, piping 4 inches and smaller to be Class 51,
and piping 6 inches through 30 inches to be Class 50 as specified with AWWA
C151.
B. Joints and Gaskets
To conform to ASTM A746 and AWWA C151 for rubber gaskered, push on joints-
C, Coatings
. Pipe exterior to be bituminous coated and in accordance with the requirements
of AWWA 0151 Section 4.3.
D. Lining
1. Interior lining for ductile iron sewer pipe shall conform to manufacturer's
recommendations.
2. Minimum lining thickness shall be 40 mils. regardless of material
recommended.
3. Acceptable lining materials are:
a. "PolybondPlus" by American Cast Iron Pipe Co.
b. Protecto 401 Cerarnic Epoxy by Vulcan Group.
MAY -16 -2002 17:36 CENTEX CONSTRUCTION - DAL 972 233 2911 P.20i20
DECEIVED
IMNTEX CON' T RIC i !ON CO
=.4''1 '
E. Encasement
Underground Ductile Iron Pipe and Fittings arc to be encased according to
provisions of AWWA C105 when specified or as shown on PLANS.
PART 3 EXECUTION
3.01 GENERAL (NOT USED)
3.02 ERECTION /INSTALLATION /APPLICATION AND /OR CONSTRUCTION
Installation of the ductile iron pipe and appurtenances to be in accordance with The
North Central Texas Standard Specifications for Public Works Construction
Specification Item 6.7 — Underground Conduit Installation, and/or as shown on
PLANS.
3.03 - 3.10 (NOT USED)
3.11 MEASUREMENT AND PAYMENT
No separate measurement or payment to be made for work being performed under this
Section but to be included with the of The North Central Texas Standard Specifications
for Public Works Construction Specification Item 6.7 — Underground Conduit
Installation Specification.
END OF SECTION
TOTAL P.20