Document 8VkGMaeMjNkdK4Yk3yYEqwQa
UNION CARBIBE/BECHTBL* ASSOCIATION
CONEX PROJECT, JOB NO. 19497-114
DESIGN CHANGE NOTICE (406)
DISCIPLINE SUPERVISOR:
$ L.
DATE
Zfo 'Jut'/ (t/f/c)
UNIT PROJECT' ENGINEER:
PROCESS GROUP LEADER:
y/3>l3C'
PROJECT CONTROL SUPERVISOR:
90
S\ vVYTVTYY.
rece"''~
( j,. nV
DRAWING NO.
SHEET NO. REV DCN NO.
OS&L- i V0#/0d3
... OIL' ......
JOB NO. /?V?7-2-j6r/^/^AGE_____/_ OF B_
DATE A 0
BY S&dU'SdsQ
CHANGE REQUESTED BY:_ k L. 3odri$0f{
___________________________
REASON FOR CHANGE: OhiM t!2 >RgJ,QO IMP ~5~PcC
T0XJS
Nor
w ?frocks 5oAnrrt4A Y>
_____________
To &d*-TS,trr<^
DESCRIPTION OF CHANGE: USS'Ot f-> QEj/6-xJ /Q /Ofi Ch^yftUcTiosQ [)Ut \tf? SfrdS ixg-2r, 36a)J,^
% Cd VJS 2r ,26?
X3 it_____________________ __________________________
APPROVED
REJECTED ( )
CRITERIA: ( ) <6 MONTH PAYBACK
DISTRIBUTION UPON APPROVAL:
(V) WON'T WORK
( ) UNSAFE
[ I C/S/A [vf PL & P
[ ] CONT SYS [ 3 ELECTRICAL
[ ] MECHANICAL
[.3 CONSTRUCTION
[ ] PROCESS T-i PROJECT [ } PROJECT CONTROLS [ 3 PROCUREMENT
AUTHORIZATION TO PROCEED APPROVAL SIGNATURE:
SAFETY REVIEW REQUIRED: COMMENTS:
( ) YES, BEFORE IMPLEMENTATION ( ) NO
(y) YES, AFTER IMPLEMENTATION
AFFECT ON COST:
(
AFFECT ON SCHEDULE: (
) YES ) YES
{)) NO. (X) NO
TREND NO.
(
frxi - *i05.1-
) N/A
WV-17812
SUBJECT: CONEX PROJECT UNDERGROUND PIPING TECHNOLOGY MODIFICATIONS ON UCC UNDERGROUND PIPING SPECIFICATIONS
DATE AND REVISION: 7/20/90, Rev. 0
PREPARED BY: Diana Martin
CHANGES MADE TO THE CONEX UCC SPEC/DATE ITEM CURRENT UCC SPEC.
REASON
1X8 2 1X8 June 1988
1 Use ASTM A193 Bolts Current Spec still showing ASTM A307
2 Use 1/16'* Thick
current Spec still
Grafoil GHR Gatsket showing Asbestos
3 6W1Z 36W1 June 1988
1 Use ASTM A193 Bolts Current Spec still showing ASTM A3 07
2 Use 1/16" Thick
Current Spec still
Grafoil GHR Gasket showing Asbestos
' 3 Referenced CISP Reference in Institute Spec No. current Spec is
HS-74
to HS-76
4 Updated the names of Manufacturers
Current Spec is out of date
3 6X42 36X4 June 1988
1 Use ASTM A193 Bolts Current Spec still showing ASTM A307
2 Use 1/16" Thick
Current Spec still
Grafoil GHR Gasket showing Asbestos
3 Updated the names of Manufacturers
Current Spec is out of date
63X12 68X1 June 1988
1 Use ASTM A193 Bolts Current Spec still showing ASTM A3 07
2 Use 1/16" Thick
Current Spec still
Grafoil GHR Gasket showing Asbestos
3 Updated the names of Manufacturers
Current Spec is out of date
4 Revised Table 1 Wts. & Dimensions
Current Table is out of date
DCJsJ - otc <z of e>
UCASB00208295
1 ri($ SPECIFICATION IS AUTHORIZED TO BE USED WITHIN THE CONEX PROJECT ONLY
Frv^CTCc
PIPING
CfTE:
OrEMCALS 1 PWSItCS tECHMXOGY MCTH005ANO STAWDAflOS PRDG&AU
3atyixttE(atCitit(sstCt*>3:
xitcicim i3i*i>mxsuxnxEBMt::
UNDERGROUND PIPING SPEC: 6&XYZ ENG PMCI
PAGE 1 01 2
JULY 1990 :iITS>m3>ntSBnMaiVkU
SERVICE: WATER - P01ABIE AND NON-POTABLE
now coefficient: c * ko <hazem-vuliams>
PRESSURE RAT TUG: UPS 10 THRU II - 150 PSI <1035 KPA) ................................ UPS 1* THRU 10 - 100 PSI <690 CPA)
XPS 24 THRU 108 75 PSI <530 KPA)
TEMPERATURE RADGE: 0 C TO 54 C <32 f TO 130 f>
BIDDING: UCP-501 APPROXIMATE PIPE LENGTHS: 16 FT., 20 FT., 32 ET., t 40 fT.
REQUIRED GENERAL SPECIFICATIONS: UCP-501, UGP-511, ................................................................... AND UGP-599
TEST HETHCOS: UGP-702
TEST PRESSURE: SERVICE PRESSURE TEST ........................ - SEE TABLE U OH PACE 2
coHPowms PIPE AND FITTINGS
GASKETS END CONNECTIONS (ADAPTERS)
BRANCH 0UTUI5
NOTES 5
VPS SIZES ID THRU 42 48 THRU 108 10 THRU 108 10 THRU 108
10 THRU 108
TAPPING
10 THRU 108
5HUT0FF VALVES
3 10 THRU 12 14 THRU 20
FLANGE BOLTING FLANGE GASKETS
10 THRU 60 -
PROVIDE THE FOLLOWING IWFCGHATIOU TO VENDOR:
1. A ORAVERB SHCAIJHO: (A) PIPE SI2E, UNE NUMBER, AND SPECIFICAT10H NUMBER
(B OUTIET SITES AM) TTPE OF COHHECIICW
<C) VALVE LOCATIONS. GRADE ELEVATION, AND STATION DIMEHTION CD) CONTROL DIMENSIONS TO HOLD <E) CENTERLINE OF PIPE ELEVATIONS
<F) AREAS OF SUPERIMPOSED LOADS <G) jog identification marring system <H) PREFERRED LAYING SEOUENCE
Cl) PREFERRED METHOD OF JOINT RESTRAINT
<J) DESIGN PRESSURE OF PIPING SYSTEM CO AREAS WHERE EXT ERICA COATING IS REQUIRED CL) DEUYERT DATE REQUIRED
DESCRIPTION .
PAETEM510NED CONCRETE CYLINDER PIPE MANUFACTURED IN ACCORDANCE WITH AWWA C303 OR PRE57RESSED CONCRETE CYLINDER (LCP) TTPE MANUFACTURED IN ACCORDANCE WITH AIWA C301. PRESTIESSID CONCRETE CYLINDER PIPE, EMBEDDEP CYLINDER (ECP) TYPE MANUFACTURED IN ACCORDANCE WITH AWWA C301.
RUBBER IN ACCORDANCE V1TN AWWA C301 PR C303.
ADAPTERS FUCK CONCRETE CYLINDER PIPE 10 CAST IRON SPIGOT,
CAST IRON SELL HECHANICAt JOINT. CLASS 125 ORHLIHC TEMPLATE FLANGES. VJCUUUC, AMO CAST IRON RESTRAINED JOINT 5YSTCH5 ARE AVAILABLE FRCH PIPE SUPPLIERS.
CAST IRON SPIGOT {RESTRAINED AND UNRESTRAINED), CAST IRON BELL, MECHANICAL JOINT {PLAIN END AND ANCHORED)
MECHANICAL JOINT BEU, FLUSH FLANGE CUSS 125 ANSI DRILLING TEMPLATE, NECK f LANCE aASS 12S ANSI DRILLING
TEMPLATE, AXD TANGENT BLOU-OEF CUTLETS ARE AVAILABLE FROM PIPE SUPPLIERS.
PRESSURE TAPPING PROCEDURE - VCP'6&, OR
DRY TAPPING PROCEDURES
- 0GP-6MA
BF-1412 SUPPLY WITH EXTENSION STEM FOR DIRECT EARTH BURY. PROVIDE VENDOR WITH CENTERLINE OF VALVE TO
CENTERLINE OF HANDWHEEL DIMENSION. BF-14TJ SUPPLY WITH EXTENSION STEM FOR DIRECT EARTH BURT.
PROVIDE VENDOR WITH CENTERLINE OF VALVE TO
CENTERLINE OF HANDWHEEL DIMENSION. BF-72031
AS7H A193, GRADE 67 ALLOT STEEL STUD BOLTS; BEAYT HEX
1/16* THICK GJUFOIL GHJt
VENDOR SHALL PROVIDE THE FOUOUING INFORMATION TO PVRCHASERl
I. A LAYOUT SCHEDULE AND LAYOUT DRAWING SHOWING:
<A) AIL INKfcXATICA SUPPLIED *1 PURCHASER.
<1) UXATICNS OF REQUIRED JOINT RESTRAINT. <C> DETAILS OT PROVIDING JOINT RESTRAINT, I.E., WELDING,
JLT HARNESS OR CLAMP HARNESS {CONCRETE THRUST BLOCHS
ARE USUALLY HOT ACCEPYABLE YO PURCHASER).
(D) TYPES OF SPECIALS, FITTINGS AND ADAPTERS 70 RE SUPPLIED.
CE> DELIVERY DATE PENDING RECEIPT OT PURCHASER'S APPROVAL
OF LAYOUT SCHEDULE.
NOTES:
CA) POTABIE WATER - AFTER TESTING AND FLUSHING HAVE BEE* COMPLETED AND BEFORE REING PLACED IN SERVICE, All UNDERGROUND ............................ WATER PIPING THAT HANDLES POTABIE WATER SHALL RE DISINFECTED IN ACCORDANCE WITH AIWA C601, LASTEST REVISION.
11) PIPE AHO FITTING SUPPLIERS INCLUOE: GlfFCRD-HlU-AMERICAN, INC., PRICE BROTHERS CO., AND U. S. PIPE AND FOUNORY - CONCRETE DIVISION.
<2) SEE PAGE 2 FOR TYPICAL INSTALLATION DETAILS, DIMENSIONS AND WEIGHTS.
(3) ALL UNCOATED EXTERIOR METAL PARTS INCLUDING BOUS, NUTS, FIANCES, HARNESSES. AND VALVES SHALL BE COATED WITH DENSO SYSTEMS T-1 (PRIMER), H-1 CIT) MASTIC, AND t-1 <lt) TAPE; DENSO, INC./NEE ENTERPRISES, HOUSTON, TEXAS, OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
<4) THE OUTSIDE SURFACE OF PIPE AND FITTINGS THAT ARE PARTIALLY BURIED SHALL BE COATED AT THE MANUFACTURER'S FLANT WITH COAL-TAR EPOXY <PCH-218) OR APPROVED EQUAL.
C5I ALL INTERtOR SURFACES OF CUTLETS SHALL BE CONCRETE DR CDAL-TAR EPOXY <15 TO 21 MILS) COATED,
(6) SIZES WPS 10, 12 AND 14 ARE AVAILABLE FROM GIFFORD-HIIL-AHER!CAN ONLY.
3 of <3
UCASB00208296
THIS SPECIFICATION IS AUTHORIZED TO BE
USED WITHIN THE CONEX PROJECT ONLY
UWERGSCUHD P1PIVC SPECS 68X12
EXG PRACT
PACE 2 OF 2
JUU 1990 s:s:s:i:a;ypxr>t::s3Xstsc<33ni:Bai*s3sst2i:rr:::::::s:*s3TifSizciii:t*aissit2X3X3::=;::s:;^x335ss;:s5;;:::;;r:;s:$rs:3:
TABLE 1 AmoXlHJUE WEIGHTS AND D1HENSICMS
. .PIPE
HEIGHT
#?s 0 0 PER FT.
INCHES
LBS,
10 14-1/2
12 16-1/2
U 16-1/2 16 20-1/2 18 23 20 25
75
90 100 110 HD
153
24 29 JO 38-1/4
36 45 42 51-1/4 46 58
185 350
475 590 760
54 64 60 71 66 78
72 85 78 92 64 99
90 105 96 111
1000
1125
1500 1780
2060 2390
2540 2700
ati aiw.y
JOINT DtTAJt NPS tD THBU 74
TABLE 11 ALLOWABLE LEAKAGE RATE - 0.0394 CPH/TN. DIA./100 FT.
SIZE 10 t2 14 16 18 20 24 30 36 42 48 54 60 66 72 78 84 90 96
8 100 9 0.39 0.47 0.55 0.63 D.7I 0.79 0-95 1.18 1.42 1.65 M FT.
1.89 2.13
2.36 2.60 2.84 3.07 3.31 3.55 3.78
xrcfrtAsstyny
AFlt* 3-se>>m.t
JOINT PtTAtl N75 37 3HRIM*
JOINT DETAIL NTS U TljtU >0
t><SAj- 0/> 4- c*P <3
UCASB00208297
THIS SPECIFICATION IS AUTHORIZED TO BE USED WITHIN THE CONEX PROJECT ONLY
EMirnetmwG fFUCJCt
PIPING
n*Yi
&ATt:
SUVICS; STEAK. COWDEMBME, AMD 07HEB BURIED .............. IHSULATEO PIPtM imEHS PRESSURE RATING; 200 PSI (13*0 KPA)
CHEMCA1S ( PlASTtCS TECHNOLOGY UETMOOS AND STANDABDS PROGRAW
oinmiiMitMiitirMri
LMttAGAOUHD PIPING SPEC: 1A8I
ENG PRACT PAGE 1 OF t
Ml* 1990
C?a?e>v*irsMssxissiB<t>kKIX
FLCU COEFFICIENT; C 130 (HA2EN-UrulAHS>
BIDDING: UGP-501
TEMPERATURE RANGE; 10 C TO 200 C (50 F TO 392 F)
APPROXIMATE PIPE LEHGIHS: 20 FEET RAWDOK
REQUIRED GENERAL SPECIFICATIONS: PPF-4. UGP'501. UCP-511, 8U, AP-5
TEST KEJHOOS: UCP-702
TEST PRESSURE: 390 PSI (2690 KPA> HYDRO MAX. CORROSION ALLCVAHCE: 0.030
COMPONENTS PIPE FUMES BLIND FLANGES ELBOWS, CAPS. AND REDUCERS TEES (PULL SIZE AND REDUCING) INSULATION VALVES
BOtTJKG CASKETS
notes
2
3 1
NPS SIZES 1/2 THRU 2
3 THRU 24 1/2 THRU M/2
2 THRU 24 1/2 THRU 24 1/2 THRU M/2
2 THRU 24 1/2 THRO M/2
2 THRU 24 1/2 THRU 26 1/2 THRU 24
*
'
DESCRIPTION
STEEL-SID-SMtS ' steel-sts-erw
FS-15D-SV-RF-STD r$*1S0`$O-RF
FS-150-RF
FS-3000-SW STEL-:7D-BU
F5-3000-S1I FABRICATE FRCH PIPE U1TH0UT ADDED REINFORCEMENT OF 90 DEGREE CONNECTIONS.
KATERIAl SPECIFICATION EU AND APPLICATION SPECIFICATION AP-S.
VALVES SPECIFIED ON ABOVE GRADE VALVE AND PIPING SPECIFICATION HAT BE USED UNDERGROUND IN DRY PITS ONLY. (OR DIRECT BURIED VALVES CONTACT UNDERGROUND RtPJHG TECHNOLOGIST.
ASTN A193. GRADE B7 ALLOT STEEL STUD BOLTS; HEAVY HEX NUTS PE* ASTH A194, GRADE 2H.
1/16* THICK GRAFOIt GH*
NOTES:
<1) THE COMPARABLE ABOVE CHASE VALVE AND PIPING SPECIFICATION 18 1C16. (2) PIPE COATING , CATHCOIC PROTECTION, AND INSULATING FLANGE GASKETS ME NOT REQUIRED. (3) SPECIFICATIONS 8U AND AP-5 ARE LOCATED IN THE INSULATION TECHNOLOGY MANUAL AND THE REFERENCE SPECIFICATIONS
SECTION OF THE PIPING TECHNOLOGY - UNDERGROUND PIPING MANUAL.
16.5.20.1
DdAi -Olfc>
<oF &
UCASB00208298
THIS SPECIFICATION IS AUtHOftLZhD TO BE USED WITHIN THECONEX PROJECT ONLY
LNGUjL
rn*vl iCt
PIPING Mni
SERVICE: UASIEVATEA
UtDfACROUHO PIPING SPEC; 36U1Z
TECHNOLOGY uCeHmEWoo<sAtA5NiPOV$ATSWlT0CA$n05 PROGRAM
ENG PIUC7 PAGE 1 OF 1
JULY 1990
ixir;Trrrt:::xTii:xiiicz*>t(*tktftacx= :******** i2sisnHaM*>n*mi
FLOW C0ETF1C1ENT: N D.017 (MANNING)
PRESSURE RATING: GRAVITY FLOW
REDOING: UGP-500
7ENPSRA1URE RANGE: 0 C 10 60 C <32 f TO HO FT
APPROXIMATE PIPE LENGTHS: 5 FT. AND ID FT.
REQUIRED GENERAL SPECIFICATIONS: lBP-500, UCP-S10
MAKIKJM JOINT DEFLECTICTf: 5 DEGREES
TEST HETHCOS: UCP-703
TEST PRESSURE: 2 PST <15 KPA) HTDRO OR ------ ---------------- 4 PSI <30 KPA) AIR
COMPONENTS PIPE AND FITTINGS
COMPRESSION JOINTS
FLANGE ADAPTERS PIPE ADAPTERS CLEANOUTS RIBS
manholes
CATCH BASINS SHUTOFF VALVES SLUICE GATES FLAP CATES FLANGE BOLTS FLANGE GASKETS EXTERIOR GROUT
NOTES 1,3
5
2,4 2.4 2,4
2
MPS SIZES 4 THRU 15 '
4 trim; 15
4 THRU IS 4 THRU 15
& t THRU 12
* * 6 THRU 12 4 THRU 12 * THRU 12 * -
DESCRIPTION
SERVICE VEIGHT CAST IRON SOIL PIPE AND FITTINGS MANUFACTURED IN ACCORDANCE WITH ASTH A74, COMMERCIAL STANDARD CJ-188, AND CAST IRON SOIL PIPE INSTITUTE SPECIFICATICW HS-74, SPIGOT ENOS SHALL BE PLAIN (WIIHCtir BEAD) PIPE AND FITTING JOINTS SHALL IE MADE WITH NEOPRENE RUBBER GASKETS MANUFACTURED IN ACCORDANCE WITH ASTN C5. GASKET LUBRICANT IS SUPPLIED BY THE MANUFACTURER, CLASS 125 FLANGE BY PLAIN END TYLER 5-141 OR EQUAL
SIZE ADAPTERS AND PIPE MATERIAL ADAPTERS - BUTYL ROSSER OA APPROVED EQUAL. SEE UGP-409
BELL END OF PIPE OR FITTING
ENGINEERING STANDARDS UGP-60Q, 40DA, 601, 401A, 610 AND 6108. ENGINEERING STANDARD UGP-602
0F-72O3O. EP-72042, OR PV-72K6* (HOT AVAILABLE IM HPS 5 SIZE) SG-72DJ3 (NOT AVAILABLE IN NPS 5 SI2E)
FC-720:iB (HOT AVAILABLE IH MPS 5 SIZE)
ASTH AITS, GRADE *7 ALLOY STEEL STUD BOLTS; HEAVY HEX HEAD HUTS PER ASTH AIM, GRADE 2H. 1/16* THICK GRAFOIL GHZ.
FIVE STAR (U.S. GROUT ttP,>, OR SAW REISER F-100.
NOTES:
<1> EXTRA-HEAVY VEIGHT PIPE KAY EE SUBSTITUTED IF SERVICE WEIGHT IS NOT AVAILABLE. SERVICE WIGHT PIPING CANNOT IE JOINED TO EXTRA HEAVY WEIGHT PIPING IK MOST SIZES DOE TO DIMENSIONAL DIFFERENCES.
<2> ALL EXTERIOR METAL PARTS, EXCEPT PIPE AND FITTINGS, INCWIMC VALVES. BOLTS, AND NUTS. FLANGES, AND FLANGE ADAPTERS SHALL BE COATED WITH DENSO SYSTEMS T~1 (PRIMER), K*1 (IT) MASTIC AND T*l (IT) TAPE, DENSO. IHC./MEE ENTERPRISES, HOUSTON, TEXAS, OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER** INSTRUCTIONS.
(3) BEADED PIPE HAY BE USED If BEAD IS REMOVED PRIOR TO JOINING,
(4) FOR VALVE ILLUSTRATIONS SEE UGP-201.
(5> SUPPLIES INCLUDE MISSION RUBBER, CO., CORONA, CA; AND FERWCO INC., DAVISON, MICHIGAN.
16.5.20.1
t>oJ - OlG
<> of fi>
UCASB00208299
THIS SPECIFICATION 1$ AUTHORIZED TO BE USED WITHIN THE CONEX PROJECT ONLY
ENONECRWG PRACTICE
PIPING
EVS
WTO
SERVICE: FIREWATER
UNOCR&ROUXO Wins ?EC; 54X41
CHEMICALS A PLASTICS TECHNOLOGY METHODS ANO STANDARDS PflOGJUM
i3S33iMMa:tss*:;:atszKT3ts::xte=. l3*13IM3IS>Sa:s3I3K*33:tI33t3
EMC PRACT PACE 1 OF 2
JVLX 1990
UCV COEFFICIENT: C 130 HA2EH-W1U1ANS
PRESSURE mmiiS: 15D PSl <1033 KPA)
BEDDING: UGP-501
TEMPERATURE RANGE: 0 C TO 5* C <32 F TO 130 F>
APPROXIMATE PIPE LENGTHS: 18 FEET MAX.
REQUIRED GENERAL SPECIFICATIONS: UCP-501 .UGP-511, --...................... -..................................... ANO USP-599
TEST KETKCOS: UCP-7G2
JOINT DEFLECTION: SEE TABLE 1, PAGE 2
TEST PRESSURE: 200 PSI 0380 XPA) ............................... HOLD PRESSURE FOR 2 HOURS
CCKPCNEOT5
PIPE (UNRESTRAINED)
PIPE (RESTRAINED) (UCP-220)
FmiKCS
SPUt COUPLINGS
NOTES 1,3,4,5,6 1,3,4,5.6
',3 1.2,8,10
FLANGES
1,2,8,9,10
tAPPSVG SLEEVES
POST IMOICATM VALVE flSE HVDRAMTS AND ACCESSOAUS IOLTS FLANGE GASKETS EXTERJO* COATING
1
HPS SUES 4 THRU 20 4 THRU 20
4 THRU 20
4 THRU 20
4 THRU 12 14 THRU 20 . A THRU 2D
4 THRU 48 *
DESCRIPTION
DUCTILE IRON, CLASS 53, PVSH-ON JOINT. ANSI A21.5I (AWWA CV.il); SIANOARD CEMENT -MORTAR LINED ANSI A21.4 CAVUA C1IJ4).
DUCTILE IRON, PLAIN END, ANSI A21.51 (AVWA C1S1); STANDARD CEMEMI-HCRTAR LINED ANSI A21.4 (AWWA C104) RADIUS GROOVED ENOS. SPLIT-COUPLINGS ANO FLEXIBLE GROOVING SHALL BE IN ACCORDANCE WITH ANSI-AUUA C-606. (4 THRU 16-CUSS 53) (IB-CLASS 54) (20-CIASS 55)
BENDS, (90 DEG., 45 DEO., 22-1/2 DEG., ANO 11-1/4 DEG.3, TEES, RECUSING TEES, CONCENTRIC REDUCERS ANO CAPS WITH RADIUS GROOVED ENDS. DUCTILE IRON CUSS 250 ANSI A21.10 UUWA CI10), CEHENT-HORJAR LINED ANSI A21.4.
UST DUCTILE IRON H0USIN6 ASTH A534, GRADE 63-45-12: MOLDED VULCANIZED RUBBER GASKETS, ASTM 02000; NEATTREATED CARBOM STEEL OVAL NECK TRACK-TYPE SOUS ANO HEAVY HEX NUTS ASTH A-183, BOLT AND NUT COATING MANUFACTURER'S STANDARD. VICTAUCIC S11LE 31 UlTN GRADE M GASKET OH APPROVED EQUAL.
DUCTILE IRON SEGMENTED FLANGE CLASS 2S0 ANSI A21.10 HUM ANSI B16.1 CUSS 125 DRILLING. VICTUAL1C SIGE 34t OR APPROVED equal. DUCTILE IRCM SPLIT-RING FLANGE CUSS 250 ANSI A21.1D WITH ANSI 816.1 CUSS 125 bRILLINO. VICTUAUC STYLE 342 OR APPROVED EQUAL.
DUCTILE IflOW, DUAL CCKPRESSIOW SEAL TAPPING SLEEVE WITH TEST PLUG. FUUJOE OUTLET ANSI 916.1 CUSS 125 DRILLING. IKS. PIPE AMD KJUHDRY, HUtLLER CCWPJtWY 01 APPROVED liOUAL-
PIV 72041
SAFETY AND FIRE PROTECT 1CM STANDARD FP-2
ASTM A193, GRADE B7 ALLOY STEEL STUD BOLTS; HEAVY HEX HEAD NUTS PER ASTM A194 GRADE 2H.
1/16* THICK GRAFOlt GHR
ALL UNCOATED EXTERIOR METAL PARTS INCLUDING BOLTS, NUTS, FUWGES, BELOW GRADE PORTION OF EXTENSION STEMS AND VALVES SHALL BE COATED WITH DENSO SYSTEM T-1 (PRIMER), M-1 (LT) MASTIC AND 1-1 (LT) TAPE; DENSO, INC,/ NEE ENTERPRISES, HOUSTON, TEXAS, CM APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
BOTES:
<t) ALL PIPIH8, F1TTIH0S MID ACCESSORIES SHALL HAVE FAOORY MUTUAL ANO/OR UNDERWRITER'S UBORATCST APPROVAL. AMT DEVIATIONS MUST BE APPROVED BY THE PROCESS SAFETY AKD FIRE PROTECTION ENGINEER,
E2> SPLIT CCUPLIKG ANO GROOVED FITTING SUPPLIERS INCLUDE VICTAUIC COMPANY OF AMERICA, SOUTH PLAINFIELD, NEV JERSEY.
<5>
01X1 aE ,R0N ptp*
fittings are coated externally with i nil thick miumhcus
COATING ANO CEMENT-MORTAR LININGS ARE FURNISHED UlTN A BITUMINOUS SEAL COAT.
4<1 ALL SYSTEMS SHALL BE FLUSHED IN ACCORDANCE VII1H IKE FOUCAIING MINIMUM FLOW HATES, HIGHER RATES ARE PRETERREO: VPS * - <00 GPM (2S OM /SEC), HPS 6 - 900 GPH (32 DM /SEC), NPS 8 - 1400 CPU <10d DM /SEC), NPS 10 - 2300 GFM (158 DM /SEC), NPS 12 - 3500 CPH (220 DM /SEC), NPS 14 ANO LARGER - 1300 GPU L28S DM /SEC).
(3) UHEN CORROSICM PROTECT 1 CM IS SPECIFIED BY THE HA1ERIALS ENGINEER, SCI: llGP-638 OR UGP-639.
(4) MAXIMUM DEPTH OF COVER: NPS 4 THRU 12 - 16 FT., NPS 14 THRU 20 - 12 FT.
(2) RESTRAINS) PIPE SMALL RE Of THE SAME CLASS (WALL THICKNESS) ON BOTH SIDES Of THE SPtll COUPtTNG.
(8) GASKET LUBRICANT SNAU BE COMPATIBLE WITH THE GASKET MATERIAL AND SHALL BE SUPPLIED BY THE COUPLING MANUFACTURER.
(9) FLANGES ARE FOR HATING TO FLANGED EQUIPMENT ANO TO INSTALL VALVES IN SUES THRU NPS 14. SEE DETAILS OH PAGE 2.
(10) SPLIT-COUPLING HOUSINGS HAY BE MANUFACTURED OF CAST MALLEABLE IRON ASTK-A47, GRADE 32510 IF DUCTILE IRON HOUSINGS ARE HOT AVAILABLE.
("> PIPE ENDS SHALL BE GAGED PRIOR TO GROOVING. CASTING TULERANCES ARE: HPS 3 THRU S - 0.05": 10 THRU 12 - 0.06"; '5 GAGED PIPE IS PURCHASED. OVALITY MAY EXIST IN THE BELL-END OHf-HAtF OF THE PIPE LENGTH WHILE THE SPIGOT-END OME-HALf IS ROUND WITHIN TOLERANCES INDICATED CM PAGE 2.
DoJ-OiC>
7 oF &
U CAS B00208300
THIS SPECIFICATION IS AUTHOR IZED TO BE
USED WITHIN THE CONEX PROJECT ONLY
UNDERGROUND PIPING SPEC: 36X42
EMC PRACT
PACE 2 Of 2
JUU 1990
ri333*j=5ssrsri"c*= iiSc55fSiecSX3j;c3r==X*5BES53r=' =:r===3i="r3:=3>l
TABLE 1
KAXIHUt JOINT DEI LECTIO* C1HCHES/1B FT a) SIZE PUSH-OM JOINTS SPLI1 COUPLINGS
4 19
<.2
6 19
a 19
2.9 2.2
10 19
3.0
12 19
H ii
2.5 2.1
16 it 18 ii 20 ii
1.9 1.7 1.6
TABLE II
ALLOWABLE LEAKAGE BATE - 0.005 CAL/HR/J01MT
TO CALCULATE ALLOWABLE LEAKAGE L - ALLOWABLE LEAKAGE RATE JM <3>
L * 0.005M
M - NUMBER Of JOIMTS
PIPE SI2E
4 6 8
to
12 14 16 18
PIPE
PIPE 0.0.
*.06 4,60*.06
*.06 6.90**06
,06 9.05*.06
.06 11.10*.06
.06 13.20*.06
.05 1S.30-.O8
.05 17.40*.08
.05 19.50-.08
EKOOVIMG DIMENSIONS (INCHES)
FLEXIBLE JOINT
.016 A-.047
JtECCHMENDED PIPE END SEPARATION
*
.031 -.016
C
DIAMETER 1 1
.750 .750
3732 3/32
.375 .375
4.563 ! 6.656
.875 .9375
3/32 5/32
.500 .500
3.781
1
10.813
.9375
5/32
.500
12.906
.9375
MM
5/32 5/32
.625 .625
14.969 17.063
1.188
5/32
.625
19.123
20 21.60*:m 1.188
5/32
.625
21.219
MOTE I KTNIHUi SPOOL LEMGTH GROOVED BOTH ENOS IS 8.
*
120 .120 .145 .1(5 .1*5 .165 .165 .185 .185
fCEXiM-g joiwt cwooviwi swcincnoHS row m rrmnsa, valvci aw> couirxtHT
PIPE ASSEMBLY
5.20.1
PlRCWATOt MAM
M-ICKrDAAKT
VIC1AIAJC-TWC CHOOVCO
JJA.ET on r 5AUT-A1X
PULMOC POLLOW OCTA1L. BEU7W
TYPICAL RESTRAINED GROOVED JOINT FIRE HYDRANT INSTALLATION
TYPICAL RESTRAINT AT FITTINGS
NOTti Tlcf]u|i TjUrlW*VFIHln| til MCtpt.btf Jt*|iii*l.
smfW"\ snsr-*wo\
DUCTlUE nw PIPE Ofl FITTING
DVCT1C IACN MFC' ourmiHG
MMIHG PIFC, VALVC.
OK e0UP!MO*T
MXtTMGPIFC*
VALVE, OK EQUIPMENT
SPLIT-RING VICTAUllC FLANGE NPS 14 THRU 20
5PUT-flANGE VICTAUllC HANGC NPS 4 THRU IT.
t)CKl* OIG
8^8
UCASB00208301
