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Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 1 of 34AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST
TEST PACK NUMBER: HT-002 Manifold 223 To PCV-1032 Piping
D-223-3 .01-SK554B-0-10LFL/ QSS4B
D-130-3.01-SK894B-0-10LFL/ Q894B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 2 of 34
w 287.8 iJ s '137.639 El. 683 . 2lilll
lll-2311-C0-363AF-36
CON'T ON 111-6811-0-q'ISTF -Ill w 282 . 986 s '132.768 El . 68'1 . 112'1
18-239- C0-363AF -36 w 282.339 s 432 . 91!9 EL .683 .1!91!
4!3 ps; '119 ps ;
A - A 2850 ~ Pa 296q XPa
PRESSURE TEST DETAILS
TEST DURAT ION CHRS)
275 ps ; 393 ps; ABOVE SRAOE - 1. 6 HR STRENGTH TEST
FOLLOWED BY VISUAL LEAK ~_!__ . , IHSPEC TION/OETEC TION
OELOW GRADE • ~. 9 IIRS STRENGTH TES T 1906 kPa 2899 ~ p· FOLLOWED BY ~. 0 HRS
LEAK TEST
NO TES:
l. ANY OEYIATIOH FROH TH£ HYDROTEST PLAN HUST BE Af'P110VEO 8Y E!!8RI01l£ EMG!NEE11! Nl: S!FORE INITIATING HTOROTEST.
2 . HYOROSTAT I C TEST PROC£0\Ut£5 SHALL 8E IN ACCOAD ilHCE WITit EHBRIOSE SPECIFICATIOHS FCSil'l- 2111 AIIO CSA Z662 Oil AHO PIPELINE SYSTEMS LATEST EDITION.
J. ALL ltYOROTEST HA TERI.ILS TO BE SUPPLIED 8Y CONTRACTOR.
'1. ISOLATE ILL INSTRUHEHTS PRIOR TO HYDRO TEST .
5 . ~ INDICATES L!HIT OF HYOR OTEST .
2~12 CONSTRUCTION
""& I~DHONTOH (AS) TERHIHAL - SOU TH _!_ EOHOHT!II TERNIMAL (SOUTH) EXPANSION CSET
'"' ' J2qUI!C82 CLFU ,,.., , 19 J\IL 12 .,. ------ ,.,..,. ------""'·------ l"~o..-----
NOI SUBSEQUENT REV ISION I DATE / BY I APPR
AI!CDN RECEIVED &
ISSUED FOft CONSTRUCTION
I COM.
I AS
K238/ 0- 223 - 3 . 81 -395SB- - 10LFL HA T ERIAL ISOME TRIC
PERMIT TO PRAC11CE STANTEC GfliJISJ,l.;(lHGoL)}ll)
Signature lf-lUC b(J0 Dote 2.•\> :Tl\1,. !'f
PERMIT NUMBER: P 0258 lhe -llco of Pro!- rngr., Goclo9fola md Goc!>lo~• of_,
CO<' .. R1Gk l @ l totsMil o:"') •J> It .. /" gpo.rt t <> f (•..- l~--r noi:O. r t";lt'"""fd •''"""' . n .,.,,.01' ' II!Uf"' • ;II''OJ' ll";fl" • ~ ' 11.., :o"'.,.' lf {l'br' l •<:•
DUIOQ£ PIPEUMES IHC . 11211 JASP(R AVE NUE
£otrOMTott ALBERTA CAHADA
EDMONTON ( AB) TERMIN1\L - SOUTH MANIFOLD AR EA MANIFOLD 223 HYOROTES T I SOMETRI C
0"AVH
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 3 of 34
~N r ON U 2Jil-CO II 287.81lll s '137.639 EL.683.2ilil
HIGH POINT VENT
S"ve : 'I: / 1l12/ACTI'/Eil l 72Bl 1!521170-230-?[P[NG/I!LI -ORAW!NCS/WORKINC/CIJPS/SOUTH/1. 'i19 .1"1. Zl - Xt:iER!.IIG • 1Ni ERCONH£CliHG & INCO/'tlNG/iSOI'!ETRlC/0- lJZ - J. 31 - 396 1 l -1 0 LFL.OWG • rue Feb 25, 21Hil - 8 : 32:37
I HIGH POINT VENT
CON'T ON 1B-231l-C0-362AF- 28 Q893B/D-815-3.B1-SK893B--1ilLFL w 287.81!0 s '132.02'1 EL.683.21lll
~ PCV-1032 NPS 28 PN 20
PRESSURE TEST DETAILS
413 psi 429 psi 275 psi 393 psi
A - A 2.1 o3
2B5B KPa 2964 KPa 19BB KPa 2998 KPa
TEST DURATION ( HRS)
ABOVE GRADE - l.B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION
BELOW GRADE - 4. B HRS STRENGTH TEST FOLLOWED BY 4. B HRS LEAK TEST
NOTES:
1. ANY OEVIA TIOH FROM THE HYDRO TEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.
2 . HYDROSTATIC TEST PROCEDURES SHALL BE Ill ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-114 (2111 ED .) AND CSA Z662 OIL AND ;As PIPELINE SYSTEMS LATEST EDITION .
3 . ALL HYDRO TEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST .
5. ~ INDICATES LIMIT OF HYOROTEST.
2012 CONSTRUCTION
··~ I EOHONTON CAB) TERHINAL - SOUTH 0 EOHONTON TERHINAL (SOUTH) EXPAKSION (SET
NO
"'' 124111111CB2 (LFL) !DATE• 19 JUL 12 BY: _........ jAPPR, ---c~ 1.'~ Nil I SUBSEQUENT REVISION I DATE/BY I APPR
ThoAssodation "'-~ .,.._..and~ol-
REFERENCE DRAWINGS
AeCDN RECEIVED &
ISSUED FDR CONSTRUCTION
I 14--Mar-2014
COM II INITIALS
~ ~
REVISION APPROVE
COPYQ£~1@ Jh ts clr'.l l ing i c lhtpt"opcrryof£nbr idQe.,<I1M11noro. r epi"«<UCd o ither :,otooto or in p.~r l • i lhOIII pr iol" •~" ilt.-n cons~:nlofEI"'bo" i dge
'&)NBIIIDGE
EI8RIOGE PIPELDtE:S DE.
11211 JAS?£R AYEMUE
EOttONlOH Al.B£Rl A CAHADA
EDMONTON CAB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC
DATE
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 4 of 34AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST
TEST PACK NUMBER: HT-003 Interconnect & Incoming Traps- Meter Manifold 130
D-130-3 .01-SK892B-0-10LFL/ Q892B
D-130-3.01-SK893B-0-10LFL/ Q893B
D-130-3.01-SK895B-0-10LFL/ Q895B
D-815-3.01-SK896B-1-10LFL/ Q896B
D-815-3.01-SK901B-1-10LFL/ Q901B
D-130-3 .01-SK902B-0-10LFL/ Q902B
D-130-3.01-SK903B-0-10LFL/ Q903B
D-130-3.01-SK1049B-0-10LFL/ Q1049B
D-130-3.01-SK1050B-0-10LFL/ Q1050B
D-130-3.01-SK1051B-0-10LFL/ Q1051B
D-130-3.01-SK1052B-0-10LFL/ Q1052B
D-130-3.01-SK1053B-0-10LFL/ Q1053 B
D-130-3.01-SK1054B-0-10LFL/ Q1054B
D-130-3.01-SK1055B-0-10LFL/ Q1055B
D-130-3.01-SK1056B-0-10LFL/ Q1056B
D-130-3.01-SK1057B-0-10LFL/ Q1057B
D-130-3.01-SK1058B-0-10LFL/ Q1058B
D-130-3.01-SK1081B-0-10LFL/ Q1081B
D-130-3.01-SK1082B-0-10LFL/ Q1082B
D-130-3.01-SK1083B-0-10LFL/ Q1083B
D-130-3.01-SK1084B-0-10LFL/ Q1084B
D-130-3.01-SK1085B-0-10LFL/ Q1085B
D-130-3.01-SK1086B-0-10LFL/ Q1086B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 5 of 34
'"!~ CON' T ON 139-MP-1 w 296 .859 s '1'1'1.228 El . 682 .935
SellS ; OJW Z >i /~NBiHOGE J ICAlS IZEJ . OllG - =r· ~o .. : 2. ?iZ ! J - 19 51 · 51!
[HIGH POINT VENT
,,_,,,_,,_,,,,,_,,~ ~~ \ r,'>
1 :-1 I
CON' T ON 19-6BB-0-326TF-81 Q926B/0- 138-3 .Bl-SK926B--l i LFL w 293 .868 S .. 31.9H EL.68 .. . 871
NPS 3/'lx l PN 29
PSV 127
Q893B/0-13B-3.01-SK8938--1BLFL w 29 ... 899 s .. 2'1 .875 EL .683 . 289
HIGH POINT VENTI
SECTION
A - A
PRESSURE TEST DETAILS
MINIHUH TEST HAXIHUH TEST HAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUME
~13 ps; ~29 ps; 275 ps; 383 ps;
6.3 • ' 2850 kPa 296q kPa 1988 kPa 2890 kPa
TEST DURATION (HRSJ
ABOVE GRADE - 1. 0 HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION
BELOW GRADE - ~ . 0 HRS STRENGTH TEST FOLLOWED BY q. 0 HRS LEAK TEST
NOTES :
1. ANY DEVIATION FROM THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOSE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-81q (28 11 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.
3. ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
q. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5 . ~ INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
'",0_ !EDMONTON (ABl TERMINAL - SOUTH ill I EDMONTON TERI!INAL (SOUTH) EXPANSION (SETJ
'"' 12q111111C82 ( LFLJ I" " ' 19 JUL 12
NO [ SUBSEQUENT REVISION I OATEIBY I APPR
' ?4 ·~c:j~t;Y
fl·~--4 if, /.<ii '/
PERMIT TO PRACTICE STANTEC s;.q-~LTING LTD.
5qKrture ~· Doto ~
PER£riT NUMBER: P 0258 The Associa6on of Proresmnal Eogif'I8E!B.
Geologii!S and-- of Albel1a
HHq/0-138-3 .81-39609--10LFL HATERIAL ISOMETRIC
REFERENCE DRAWINGS
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
I 14-Mar·2014
INITIALS
~ REVISION [DATE/BY [ APPROVE
tO:> r Qi GH T @ · ,. ; s. ::<' d• ' " 9 i s • fi e prcp~n y o l Enor1 0lj& &r~e l f>d l "0' 011 r~prOOuctd eir tw:· :,. ol!o lc or in p.,... , • i tho..~ t y ior , ,.; t :encor~s c.,l ofEn!)l"<dr; e
-g;;NBRIDGE
EHBRIDGE PIPELIHES IHC.
11211 JASPER AVENUE
EOKOHTON ALBERTA CANADA
EDMONTON CAB) TERMINAL - SOUTH
INTERCONNECT AND INCOMING TRAPS
HYDROTEST ISOMETRIC
ORAWN~ HY I ZS, 5ICHECK_6..v-GWJ.I !APPROVE KOLSEN ,etJ
DATE/ 07 FEB 1~ !SCALE NTS !APPROVE RKEHP
D-130-3.01-SK892B-0-10LFL I Q892B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 6 of 34
w 302 . 591l s 425 . 239 EL.683.200
Save· 0 : /Wlti/EUaR H;GE 'J iC~LSilEJ.O~G
II 281.800 s 432.024 EL .683 . 20il
Apr 12, 2lH3 ~ 10 :51 S0
UllnBt U-1311-3 . lll-oK892B--10LFL............... . II 294.000 ~ s 424.015 , .. EL .683 . 21lll '
.. '-·
;. .....
HIGH POINT VENT
II 292 .654 s 422 .855 EL . 683 . 2Iillil
A - A
413 ps;
2850 KPa
PRESSURE TEST DETAILS
TEST DURATION (HRSJ
ABOVE GRADE - 1. 0 HR STRENGTH TEST 429 ps; 275 ps ; 303 ps; FOLLOWED BY VISUAL LEAK
15 . 1 o3 INSPECTION/DETECTION BELOW GRADE - 4. 0 HRS STRENGTH TEST
2964 KPa 1900 KPa 2090 kPa FOLLOWED BY 4.0 HRS LEAK TEST
NOTES:
1. ANY DEV IATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYOROSTA TIC TEST PROCEDURES SHALL BE IH ACCORDANCE WITH ENBRIOGE SPECIFICATION FCS- S14 <2111 EO . J AHO CSA Z662 OIL AHO GAS PIPELINE SYSTEHS LATEST EDITION .
3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL INS TRUHENTS PRIOR TO HYOROTEST.
5. i' INDICATES LIHIT OF HYOROTEST.
2~12 CONSTRUCTION
RE~ I ~OHOHTOH ( AB) TERHINAL - SOUTH ·a EOIIOKTOH TERHINAL (SOUTH) EXPANSION (SEll
"' ' 124111111C82 (LFLl I""' ' 19 JUL 12 3 .. : __.- L'""'· ---~ ~ HO I SUBSEQUENT REVISION I DATE/BY I APPR
NSUL TING l TO.
-'tJ
HHS/0-131-3. S1-39611--1SLFL HATERIAL ISOHETRIC
NO
REFERENCE DRAWINGS
AeCON RECEIVED &
ISSUED FDR CONSTRUCTION
REVISION
14-Mar-2014
COM.
~ • INITIALS
AS
APPROVE
ca~riHGH T © T/'l i ~ or- d, ir~g i s "l'l e Yopgr l y ol 'gnbl"f age o!fld Vo d ll '>OI oc rcpr odo..~: ed c : tt>er in •"o le or : n pa.r-: • iTnO<,rl ~r i or •rilll" c:~nunl 11! Enii<' •OSC
'&)NBRIDGE
EHBRIOGE PIP£LINES INC,
11211 JASPER AVENUE
EO~HTOH ALBERTA CAHAOA
EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC
DRAWN
DATE
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 7 of 34
CON'T ON 138-ISH-1 w 315.951 s '135.788 EL.683.21JII
CON'T ON 11-23e-C0-3830F-36 II 319.698 s '125 . 851 EL.683.2H
Si>•tt! : Y:/1172/ACHYE/1il281Ll52117~-239 ·P t? ING/~tHHiAWlNGS/IfORI.Wib/CWPS/SOUTH/1.39 . >1.31 • 1tEfERING • HHERCOiillEC I!NG ~ tHCOXHIG/lSO:!fTR I C/ 0- l 31!-3 . 8 l-396l2 - liR.F'l.OIICl • i ue l=" eb 25, 2SlU- 9 · 41:19
A - A
285B KPo
PRESSURE TEST DETAILS
275 psi 393 psi
7.6 •' 1999 kPo 2999 kPa
TEST DURATION <HRS)
NOTES:
1. ANY DEVIATION FIIOI1 T1i£ HYDROTEST PLAN 11\JST BE APPROVED BT EMIIRIDGE E~INEERIHG BEFORE INITIATING HYOROTIST.
2 . HYOROSfA.HC TEST PROGEDUR£S Sltlti;L BE IN AC60ROANOE WITH ENBRIDGE SPECIFICATION FCS-t14 <2111 EO. l ANO CSA l662 ail Alll GAS PIPEl.IHE SYSTEIIS LATEST EOITION.
3. ALL HYOROTIST MATERIALS TO BE SUf'!'LIED BT CONTRACTOR .
'I. ISOLATE ALL DISTRIJIIENTS PRIOR TO HTOROTEST .
5. ~ INOICATES LI"IT OF HTOROTEST .
2012 CONSTRUCTION
"~ [ ED"OPITOK (AB) TER"IHAL - SOUTH Iii EOIIO!ITOM TERIIIHAL (SOUTH) EXPANSION (SET)
"'' 12'11111C82 (LFU !DATE • 19 JUL 12 BY : ~1.,.•· ----c~ I·~ II() I SUBSEQUENT REYISIOII I OATE/8Y I APPR
} I
H3'17 /0-1311-3. B1-39612--1fii.FL MATERIAL ISOMETRIC
NO
REFERENCE DRAWINGS
AI!CON III!CEIVUI&
ISSUED FOR COHSTIIUCTION
1 1-···2014
COM. INITIALS
~ r-:u-REVISION
COPTR [GIIT @ This dt"Uir>g Is Jhl proptrty ~ f [nbr i <!9t and tM I 1 not 01 I" IJII"OdUUd
titl'ltr i f! >mole~ ln polt't tithou! prl~ •rllfet~ connnf of ErOridqt
-e;;NBIIIDGE EJeiUDI£ Pll'ELIM£S lliC.
11211 JASP!R AI'EIU EDIIDIH 011 AtiiEIITA CAIWIA
EDMONTON (ABJ TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC
ABOVE GRADE - 1. 8 HR STRENGTH TEST DRAWN FOLLOWED BY VISUAL LEAK ~=~:....:..-=~~=:._=.:......---1-'--'-'-"==...c.:::;_-1
BELOW GRADE - ~~=p~~~I~~~~~mTmT 1-=D:::;Al::.E.t...:::.....:.=..:..:....J.:::::::...:.....:.:.:.::.._...~::.;.:;:.;.:....:::;:::.:.::.....,..---I FOLLOWED BY 'I . 8 HRS LEAK TEST
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 8 of 34
/
'·
... .. ., -- ....
CON' T ON 1i-231-C0-6518F -16 Q8918/D-815- 3. ll-St<8978--11LFL \ w 319 .185 s 431.294 EL.683.211
815- PSE-1126
~·- ..
-... __ _
' '-- -~.
'-·--
> CON' T ON l f- 611-D-322AF-14 Q9i78/0- 815- 3. 1l - SK9178-- l i LFL w 318 .f35 s 431.294
/ EL . 682. 713 \
S4ve : V : ll172/AC : I'IE/l!12liJ! 1:521110~2 38-~"(P l~G/01l.-I)RAM [NGS/\IORKH.C/CWPS/SOUTHJ t. B9 . 1't.111 • ltETERING • !NTE~CONHECTINC & HiCO"iliG/!SOK£ i'iHC I 0-815 - 3.1H- 3938U-1 8LFL . [IWG - Wed l'tay 21, 28111- 16 :1 9:85
mn NPS 2 PN 21 NC
...... __ _ , ' ·--· '~---
\
HIGH POINT VENT
/
PRESSURE TEST DETAILS
SECTION "INIKU" TEST K~XI"U" TEST "~X OPERATING "IN LE~K TEST APPROXI"ATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLU"E
q13 psi q29 psi 275 psi 383 psi
A - A 0. 2 • ' 2850 kP~ 296q kP~ 1988 kP~ 2890 kPa
TEST DURATION CHRS)
ABOVE GRADE - 1. B HR STRENGTH TEST
NOTES:
! . ANY OEVIATIOH FRO" THE HYOROTEST PLAN IIUST BE APPROVED BY ENBRIDIO£ EN$I!IEERINS BEFORE INITIATING HYOROTEST.
2. HlQROST,niC T£ST PROCEDUR£S SHALl BE Ill ACCGROAIICE WITH EII8RIDG£ SP£CIFICATIOH FCS-11q (2111 EO. ) ANO CSA 1662 on. AND liAS PIP£LIHE SYSTEMS LATEST EDffiOH .
3. ALL HYDROTEST MATERI ALS TD BE SUPPLIED BY CONTRACTOR .
q. ISOLATE AlL IIISTRUIIEIITS PRIOR TO HYDROTEST.
5. ~ INOICATE LIMIT Of HYDROTEST.
201 2 CONSTRUCTION ~ I ED11011TOII CA9) TERIIIIIAL - SOUTH
I E~TOII TERIIIIIAL (SOUTH) EXPAIISION (SET
'''' 12'11 .. 1C82 (LFL) [OATE• 19 JUL 12 -. --- l"""' =::::::::: c~
,,.,,_,____ 110 [ su&SEQIJEMT REHSIOM I DATE/BY I APPR
1/iiJ .. ,.,...oHOI.os [II~ K~
/
H3~8/D-815-3 .111- 39311'1--111LFL MATERIAL ISOHETRIC
NO
REFERENCE DRAWINGS
AE!CDN RECEIVED &
ISSUED fOil CDNSTJIIUCTIDN
j 12-Jun-2014
COM I INITIALS
~ I ~
REVISION C:Ofi'I'QIGHl @ TillS OIUWl.'tG IS TH£ :>ROP[IHY Of' i!!I8R101::: AXIl SHAll ~~ 8£ IIEPiiOOI.:C£0
£tTH£!1 IN VHQ..£ ell tN i'lRT VITMOUI ~l~ WRH T£N COX5e1H Of £1$1110Cf
E*IIOO£ PIPELDIES IHC .
11211 JASPER Amu: E~Tilll AlBERTA CAHAll!
EDMONTON (ABl TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYOROTEST ISOMETRIC
FOLLOWED BY VISUAL lEAK !==-~_:,,.=::;"H=::;;_-.,:::.::._-t'::::~-'::-":7::-----; INSPECTION/DETECTION
BELOW GRADE - q. 8 HRS STRENGTH TEST FOLLOWED BY q. 8 HRS LEAK TEST
Q896B I
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 9 of 34l l · lff !
CON'T ON 18-238-C0-652BF-16 Q9808/D-815-3.81-SK9888--1BLFL w 295.196 s '121 .737 EL.683.201!
CON'T ON 1~ -600-D-659AF-~4
Q925B/D-815-3.01-SK925B-- 1 ~LFL w 29'1 . 181 s 421 . 737 EL .682.713
w·292.654 s 422.855 EL.683 . 20~
HIGH POINT VENT
A - A
/ ./ '
PRE SSURE TEST DETAILS
TEST DURATION CHRSJ
413 ps ; 429 ps; 275 psi 303 psi
2850 kPa 2964 kPa 1900 KPa 2090 kPa
NOTES:
I . ANY OEVIA TION FROH THE HYOROTEST PLAN IIUST BE APPR OVED BY ENBRIDGE ENG INEERING BEFORE INITIA TINS HYOROTEST.
2 . HYDROS TATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EHBRI OGE SPECIFICATION FCS-014 (2111 EO . l ANO CSA Z662 OIL AND GAS PIPELIHE SYSTEHS LATEST EDITION .
3. ALL HYOROTEST HATERIA LS TO BE SUPPLIED BY CONTRACTOR .
4. ISOLATE ALL INSTRUHENTS PRIOR TO HYDRO TEST.
INDICATE LIIIIT OF HYOROi EST.
2012 CONSTRUC TION
"& 1 EOHONTON (ABl TERHINAL - SOUTH / 0 EOHONTON TERIIINAL (SOUTH) EXPANS ION (SET
' ' ' ' 1241111CB2 (LFLl lea• ; , 19 JUL 12 BY ; __....-- T "''
-------' ''".'...-- I.P~-
NOT SUBSEQUENT REVISION I DATE/BY I APPR
IN" RfttOYED Hll.DS ["~~ ~ Kl',._,
H349C/O-BIS-3. S1-39Ja3--10LFL HATERIAL ISOHETRIC
REFERENCE DRAWINGS
NO
AeCDN RECEIVE D &
ISSUED FO R CONSTRUCTION
12-Jun-2014
~ 417
REVISION
INITI ALS
~
CO~Y~ ICII' @ 'k iS ~Al/ I lCIO IS Tff£ ?RC?tRH ~;:- £'i:SRI !.1 ~E Ml!l Sk.Ll '10! a£ ~EP~OOIJCEO ({:k! il ;~ lltiC.E ~ (!I ~,\IH lli: ~,.OIJ T ~IdOl! .lli HI EU COSSE NT Of 1 '3Jl: l~[
~NBRIDGE ENBRIDGE PIPELIHES I t«: .
11211 JASPER \YEHUE EOHOHTOH ALBERTA ~AHAOA
EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 10 of 34IH'ftl
HIGH POINT VENT
[
~~~P 40UT PN 20
(JI r.:'
~
w 313 . 538 s 446 . 12~ EL . 683.2~~
\ CON' T ON 130-I SH-1 w 315 .950 s 442. 788 EL. 683.200
A - A
413 ps;
2850 KPa
PRESSURE TE ST DETAILS
TEST DURATION ( HRS)
ABOVE GRADE - 1. 0 HR STRENGTH TEST 429 ps ; 215 ps i 303 psi FOLLOWED BY VISUAL LEAK
3.6 r~ 3 INSPECTION/DETECTION BELOW GRADE - 4 . 0 HRS STRENGTH TEST
2964 KPa 1900 KPa 2090 KPa FOLLOWED BY 4. 0 HRS LEAK TEST
NOTES:
1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INI TIATING HYDRDTEST.
2. HYO'ROSTA TIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFI CATION FCS-8H (2111 1 EO. ) ANO GSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .
3. ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
4 . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.
5. ~ INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
"~ I EDMONTON ( AB) TERMINAL - SOUTH 0 EDMONTON TERMINAL (SOUTH) EXPANSION (SEll
'"' 124!00!C82 (LFU I"" ' ' 19 JUL 12 SY :
-------- I" " ,
-------c~ ~~ NOI SUBSEQUENT REVISION I DATE / BY I APPR
PERMIT TO PRACTICE STANTEC CONSULTING LTD.
Slgnotu" ~ Dote ~jb/)
PEJ(M"IT NUMBER: P 0258 The ~lioo o( Prol'essional Enginem,
Geolog;&s and GeopllysiOsts ol Albe<la
H350/ D-130- 3. 01 - 396!5--10LFL MATERIAL ISOMETRIC
NO
REFERENCE DRAWINGS AeCDN
RECEIVED & ISSUED FOR CONSTRUCTION
! 14-Mar-2014
INITIALS ~-s -
REVISION APPROVE
Ctpvq{GHI @ Th i s Cl' d• ing i $ r h~ pr ooer-!y of trbr• o:!ge oll><: sna i l no r o ~ repr-od<J<:e d eo!,..,.. in Ah<;> l e Gt" "' Pdr : • i !~out :Y' · ()('" or ; : ren consent of Ener , Q;e
~NBRIDGE Ef'IIRIDGE PIPELINES INC.
U211 JASPER AVENUE
EDKOIHOH ALBERT A CAHAOA
EDMONTON CAB ) TERMINAL - SOUTH INTERCONNE CT AND INCOMING TRAPS HYDROTEST ISOMETRIC
DRAWN
DATE
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 11 of 34
-------r~
w 31!2.994 s 448,410 EL.682.935
HIGH POINT VENT
CON'T me lll-61lll-0-325TF-Ill C911lB/D-131l-3.1ll-SK9108--lllLFL W 31lL339 s 4'1l!.275 EL. 683. 81l7
HIGH POINT VENT
CON'T ON 130-HP-1 w 296.850 s 445.755 EL.682.935
A - A
413 ps; 429 ps;
2850 KPa 2964 KPa
PRESSURE TEST DETAILS
TEST DURATION (HRSl
ABOVE GRADE - !. 0 HR STRENGTH TEST 275 ps; 303 ps; FOLLOWED BY VISUAL LEAK
2.q m3 INSPECTION/DETECTION BELOW GRADE - '1 . 0 HRS STRENGTH TEST
1900 KPa 2090 KPa FOLLOWED BY ~. 0 HRS LEAK TEST
NOTES:
1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDRO TEST.
2. HYOROSTA TIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBR IOGE SPEC I FICATION FCS- 814 (2111 EO. l AND CSA Z662 OIL ANO GAS PIPELINE SYSTEKS LATEST EO IT ION.
3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR,
4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5. ~ INDICATES LIMIT OF HYOROTEST.
2012 CONSTRUCTION
"&I EOHDNTON (AB) TERHINAL - SOUTH 0 EOHONTDH TERHIHAL (SOUTH) EXPANSION (SET)
" " 12411181CB2 (LFLl !"'.' ' 19 JUL 12 ~":
-------I' ' "'•
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,.--:, .
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;lfa,J. fl, Ui• f
PE The Associdon rl Professional EngineeB,
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M351/0-138-3. 81 - 39616--1BLFL MATERIAL ISOMETRIC
NO
REFERENCE DRAWINGS
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
14-Mar-2014
COM II INITIALS
~ ,---
AS
REVISION
t;Q"~HG"i @ !h ; s ,.h ;nil ' s rnt ;l<'"o::Jerl"{ '' £-.cr'::t;e don :! ~~ ~~ no · ::~• rt::roouctl! tO •r: r r 'n •ra re or n :~ar • • ' ! fiPU l po-:or •r' •te,. <;ll"''~en: o! £r,br •d9e
EI'IIRIDSE PIPELINES IHC . 11211 JASPER AVEHUE
EOMOIHOH ALBERTA CANADA
EDMONTON (ABl TERMINAL - SOUTH
INTERCONNECT AND INCOMING TRAPS
HYDROTEST ISOMETRIC
OATE
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 12 of 34
Q1855B/D-1 30-3. 01 - SK1955B--!8LFL w 311. 679 s 428. 596 EL. 683 . 835
Q1854B/D -130-3.01- SK1854B- -10LFL w 311.670 s 431. 796 EL.683. 835
Q1~53B/ D- 1 3a- 3 . 01 -SK10538--10LFL
w 311.679 s 434 .996 EL. 683. 835
Q1052B/ 0 - 130-3. 0 1-SK1052B--10LFL
10-230-C0 - 330AF-42
\ ~m:m \
Q1 051B /0- 130-3 . 0 1-SK185 1B-- 10LFL • EL.683 . 835 •.. ·•
CON ' T ON 10-230-C0-315AF-36
w 313 . 538 5 446. 120 EL. 683.200
w 311 .670 s 441.396 EL . 683 . 835
Q18508/ 0 - 130-3.01-SK10508--10LF w 311.670 s 444. 596 EL. 683.835
\ . ,
:
_v
'l61e : 0 :/iiZKif}iiJRIOG£ J i:~AL S:ZEJ.O)IG · '" ,.. : Apr t 2, ze;J - :z·57 :52
SECTION
A - A
PRE SSURE TE ST DETAILS
HINIMUH TEST HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE
413 ps i lj.29 psi 275 ps ; 303 psi
J.!L. •' 2850 KPa 2964 KPa 1900 kPa 2090 KPa
TEST DURATION CHRSJ
ABOVE GRADE - !. 0 HR STRENGTH TEST
NOTES:
!. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYORO TEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-114 (2811 EO.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL I NSTRUMENTS PRI OR TO HYOROTEST.
5. ~ I NDICATES LIMIT OF HYDROTEST.
2012 CONSTRUCTION
"~ I EDHONTON ( AB) TERMI NAL - SOUTH il EDNONTON TERMINAL (SOUTH) EXPANSI ON CSETJ
"' ' 1241B81C82 (LFLJ I""' 19 JUL 12 a·, : =------ l'""•· --c~ 1:'~ NO! SUBSEQUENT RE VISI ON I DATE / BY I APPR
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
17 ·De c -2013
~ ! AS
M383/ 0-1 3B- 3 .91-39651- - 10LFL MATERIAL ISOMETRIC
REFERENCE DRAW I NGS
CCPV~!CHT@ fl'li' :lr!• "r.g s t!'l e ~Cil'"fJ af £r.D<"II,Cjl <)!1<1 l.l'la l ' 110 1 biJ "Cpt'OCUCtd ti tr..r ·n • I>O ft :)(' '' Odf'" ••r~ · or i Ot" ff' i lrtn~3tiU'Ir ofEt!O<' : dgt
-e:;NBIIIDGE
EH8RIOGE PIPELINES IHC . 1821l JASPER AVEHUE
EO"ONTOH ALBERTA CAHAOA
EDMONTON (ABJ TE RMINAL - SOUT H
METER MANIFOLD 130
HYOROTEST ISOMETRIC
FOLLOWED BY VISUAL LEAK !-_;;"'-':":'::~c"-''t--=--:-::-:--+---'::--,':'-"--"'-=~-1 INSPECTION/DETECTION
BELOW GRADE • 4. 0 HRS STRENG TH TEST FOLLOWED BY 4.0 HRS LEAK TEST /
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 13 of 34RFI-AIW-M-0026 Hydro-Testing Through the Strainers
.· ; ·"'
V-11 1 NPS 16
PN 2B ~~~s1l~ / PN 28
II S-11
CON 'T ON 10-6BB-0-393AF-B2 Q1B618/ D-13B-3. B1 -SK1B6 18- - 1BLFL w 3119 . 1135 S 4'15 . B53 EL.684.758
CON'T ON 1B-61111-D-392AF-02 Q1B758 / D-13B-3.B1-SK10758--1BLFL w 307.159 s ljljlj_727 EL.684 . 683
~~s2~6 1B-2311-C0-331 AF-16
CON' T ON 111- 6110-0-391 TF- Bl Q111628/ 0-1311- 3.B1-SK11162B--1BLFL w 395 . 6'19 s ljljlj . 728 EL.686. 1137
HIGH POINT VENT
d-;-l -
• <b " " Cl-r.-O t--....
FCV-111 NPS 16 PN 20
It~ II ij
~ J
S44'1 . 164 EL . 685 . 267
,.
/)\
Savo : 'l :!ll12/AC i! VE il: 1<?Z ! <+SV t HI - 2J2 - PIP!XG /e'4 -0R II~!NGS/~ORi< I.'iG/ CIIPS/SOUfH/ l. JJ9 .MOO.IH - '1£r£RIIJG SKIO/ ISOME i RICS/0- l 33 - J . ~H - J9 652 - HtLF I. OilS - Wed Oec ill! , ?.IHJ - 11! :25:51
HIGH POINT VENT
~ ; ...... ..~--.
•a-2Ja =~ J5~A- -2 o~asa~. J Ja-J a· -><:a5llij- -~ w 302 . 590 --"->----'
s ljljlj . 596 EL.683.835
SECTION ~INI~UH TEST HAXIHUH TEST PRESSURE PRESSURE
q[J ps; q29 ps;
A - A
285e KPa 296q KPa
PRESSURE TEST DETAILS
TEST DURATION (HRS) HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE FILL VOLUHE
275 ps; JeJ ps ;
1.:1 •3 19eB KPa 2B9e KPa
NOTES :
1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE I NITIATING HYOROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS·I1q (2111 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .
3. ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
q. ISOLATE ALL INSTRUMENTS PR I OR TO HYDROTEST.
5. ~ INDICATES LIMIT OF HYDROTEST.
2012 CONSTRUCTION
"~ I EDMONTON ( AB) TERMINAL - SOUTH II EOHOHTOH TERMINAL (SOUTH) EXPANSION (SET)
'"' 12q1S&1CB2 CLFLl l""' ' 19 JUL 12 BY:
----- I"" ' --c~ ~p~
NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED lo
ISSUED FOR CONSTRUCTION r-- 17·Dee·2013
COM • INITIALS
~~ HJBq/Q-138·3. B1-J9652--1BLFL HATERIAL ISD~ETRIC
COPYIUGIIT@ Thi 1 dr ~• •"9 i ' tht pr01ler ty of [Nir id9r a.tld shil l I no t .H riHirod!Jc iJd t itl'er intr.o l tor l np4r t t lfhot.ol pr ier or ilan cennru of il'lbrt<:;t
E!IBIUDIIE PIPELINES INC. 11211 JASPER AY£HUE
EOPtOHTON AlBERT A CANADA
EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 13~
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 14 of 34RFI-AIW-M-0026 Hydro-Testing Through lhe Slrainers
:a-2J@-_"-~J~I" - -2
;:j-3a ~-.Ja-J . •: ,<:a-95- .d -II 11.67 il s 441.396 EL . 683.B35
CON'T ON CON ' T ON 1B-6BB-D-4B3AF-B2 Q18638/0-138-3.81-SK1863B--18LFL w 31!9.1!35
lil-6BB-D-4B2AF-B2 Q1S76B/0-138-3.S1-SK1876B--1SLFL w 387.159
s 441.853 EL.684 .746
s 441 .527 EL .684.6S3
CON'T ON 18-6Bil-D-41l1TF-Sl Q1864B/D-13B-3 .1ll-SK1B64B- -1SLFL w 385.649 s 441.528 EL .686 .1l37
HIGH POINT VEN
:a-_ a • J'?~·-::
: d· J~ J ~ -><:~5 3 --~-= , iJ., , Oii
JF~~-i~l
N 28
,, It 11
'~:,•::;·~;,
q ( V-123
I VNPS16 PN 2il
I -,j
"'-,
'·,\ -. I ..- '.:', ·
. - ;_~_./ "'
::~ ; G~ ta 23~-cc J6~A -42 -~~~s•o-:30 l.~!-sc:asss !2L 0 •
302 .5'9 s 441 . 396 EL.683 .835
PRESSURE TEST DETAILS
SECTION HINIHUH TEST HAXIHUH TEST HAX OPERA liNG HIN LEAK TEST APPROXIHATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE
q13 psi q29 ps i 275 psi JBJ psi
A - A .Ll•3
285B kPa 296q kPa 19BB kPa 2B9B kPa
Sdve : V:/ l l 7214C1l'IEI 1! 721J l'l52 1 t70- 230 -::>TP !IIG/04 - 0RAW!NGS /WORJ< I NG / Cl1PS/SOUi H/ 1. 09 . H00 . 91 - :<~E TER IHG SKfO / ISO~E i~ICS/0- ! JZ -J . lH - 39653- lS'LFL . OIIG - Wed Uec 9 11 , 29 13 - Ul : 29:5 7
TEST DURATION (HRSl
NOTES:
1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYDROST ATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EHBRIOGE SPECIFICATIONS FCS-t1q (2111 EO. l ANO CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.
3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
q, ISOLATE ALL INSTRUHENTS PRIOR TO HYOROTEST .
5. ~ INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
''£I EDHONTON CAB) TERHINAL - SOUTH ll EDHOHTDN TERMINAL (SOOTH) EXPANSIOH (SE TJ
' " ' 12'11111C82 (LFL) I""' ' 19 JUL 12 BY: -- I'"''
------c~ I"'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN II£CEIVED &
ISSUED FOR CONSTRUCTION
1 17-Dec-2013
COM• INITIALS r--;;- ~ H385/0-13S-3. S-39653--111LFL HATERIAL ISOHETRIC
CO'P"II {(;IH @ !h ie 1rOwi "9 i s t he ;~roper l y ~ ~ !One:- 0 ~9 1 olnd 'hell I no t ~~~ i"Oproducs d e i t ho~ in • holt '>'" in P41"1 wi ll\ou T p.r i O<" fr itU:"' eonu'\1 o f (!'\bri dge
EHIRIOQE PIPELINES IHC. 11211 JASPER AVEMU£
EDtiOMTON ALBERTA CAHADA
EDMONTON (AS) TERMINAL - SOUTH
METER MANIFOLD 130 HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 15 of 34l l · lttl
AFI-AIW-M-0026 Hydro-Testing Through the Strainers
- ~
;.a II 311 .671J s '138 . 196 EL.683.835
CV - 131 NPS 16 PN 28
CON 'T ON 18-6BH-0-'113AF-B2 Q18658 / 0-138-3.81- SK1865B--18LFL w 389 .835
CON ' T ON 18- 688 - 0- '112AF-82 01877B / D- 13S-3 . 81-SK1877B--1SLFL w 387 . 159 s '138 . 653
EL . 68'1 . 7%
11-238-CD-333AF - 16
s '138.327 EL . 68'1.683
CDN'T ON 18-239-C0-'111TF-91 Q1 8668/ D-138-3.81-SK1866B--18LLF w 385 . 6'19 s '138.328 EL . 686.037 SV - 1327
NPS 3/'lx 1
HIGH POINT VENT
( ~
V- 133
fli'1 _APS 16 I:J;/ N 28
I~ I
-~-
)\"""'7"- ~ o'N-- -----, 0-230-.J 36~~· •<
a:858BIS-ll2 3.1!-SK!958B··l0L=L \1 382.598 s '138.196 EL . 683.835
PRESSURE TEST DETAILS
SECTION MINIMUM TEST MAXIHUH TEST HAX OPERA liNG MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE
I.J13 psi 429 ps; 275 ps; 383 ps; A - A .!..:1 . 3
2B58 KPo 296'1 kPo 1988 kPO 2898 KPo
Sdve: V: 111 72/ioCl IV£/ 11 12111,.5211 71J-230· !) 1PillG/91H).~!IIH1-IGS/\iOR.<iNG/CWIIS/SOU iH/i. 39 .MOD. 01 - MHERING SK [0/ [SOHE IRlCSI0-1 33-J. a t- 396Sil -! 3l.FL .01/G - Wed Oec 9~ , 2213 - IS: 31 :ItS
TEST DURATION (HRS>
NOTES :
1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRI OGE ENGINEERI NG BEFORE INITIATING HYOfWTE ST .
2. HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH ENBRI OGE SPECIFICATIONS FCS-814 (2811 EO . ) ANO CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .
3. ALL HYORDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR .
4 . ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5. ~ I NDICATES LIMIT OF HYOROTEST.
2012 CONSTRUCTION
'E& I EDMONTON (AB) TERMINAL - SOUTH 8 EDIIOIITOH TERMINAL (SOUTH> EXPANSION CSETl
AFE o 12'11111CB2 (LFU IDA!E o 19 JUL 12 BY : --- I'""' ---~ I'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
I 17· Dec·2013
COM. .----1 94
INITIALS
~ M386/ 0- 138-3. 5-39654--lBLFL MATERIAL ISOMETRIC
cc:~cnttGIH ® !hi ~ dru ;ng ; , rhe tll"opet'ty :. f EN1r ld9t ~MI , ,..,, 1 "0 1 H reoroduce~ e ither ;,., 1110 11.,.,. '"' 1101"1 • irhoul pr ior Jl" ltlln cGflnnt of Enot' IG9t
EH6RIOCE PIPELINES INC .
11211 JASPER AYEHUE EDt! ON TON AlBERT A CANADA
EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 130
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 16 of 34AFI-AIW-M-0026 Hydro-Testing Through the Strainers
£YP§ 11ls
/
211 c~·ta N 21!
"l II
CON'T ON CON' T ON 111-61lii-0-423AF-112 Qlil678/0-131l-3 .81-SK1il67B--11JLFL w 31!9 .1135
1il-6ilil-0-422AF -1!2 Q11!78B/D-131l-3.1!1-SK11l76--11lLFL w 31!7 . 159 s 435.127
s 1135.1153 EL.684.7116
lil-231l-C0-3311AF-16
EL.6611 . 61l 3
CON' T ON 1iJ-6ilii-O-q21 TF -81 Q1iJ66B/0-138-3.81-SK11l66B--11lLFL w 31!5.649 s 435.126 EL .686.il37
IGH POINT VEN
.a 2~l ~ 3~~1--.6
;_l56o - 1• 3 a:-><:asoj--:a_-_ w 3811.671
~1,'l:,·::, -~-2Ji-:. ,, • a >il : J • II 311. 679 '""-"-"----'-""--'"'----'-''--"-' s 1134 . 996 EL.663.835
Save: V:/11721AC T!YEI1 112Zl452/i 79-2JZ-PTPHIG/611-0RAIHNGS/14mU<!NG/C\oiPS/S!J',HH/ i. i9 . 'IOO.Zl - 'tETE RING SK!D/ISOXETIHCS IFC/0-! Ja-J . Bt- 39655-HJLFI...OWG rue Nov 19, 21HJ - 15:20: :J
Y-143 NPS 16 PN 21!
.. ~ ... ";.,. .--. "\o-. ::• CQ~
T ON ta 230 C0·360A 0 -42 o ~5381~ t31l 3 a:-sKtasaB w 3e2.59e s 1134.996 EL .683 . 835
q13 ps; 429 ps;
A - A
2859 kP~ 296q KP~
PRESSURE TEST DETAILS
275 ps; 393 ps;
.!_.__:)..' 199e kPa 2999 KPa
TEST DURATION CHRSl
ABOVE GRADE - 1. B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION
BELOW GRADE - 4. 9 HRS STRENGTH TEST FOLLOWED BY q_9 HRS LEAK TEST
NOTES:
1. ANY OEVIA TION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING KTOROTESL
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITK ENBRIOSE SPECIFICATIONS FCS-IIq (2111 EO . l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3 . ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL INSTRUH£NTS PRIOR TO HYOROTEST.
5. i" INDICATES LIMIT OF HYOROTEST.
2012 CONSTRUCTION
"~ I EDHONTON (AB) TERHINAL - SOUTH ll EDHOHTOH TERHIHAL (SOUffil EXPANSION (SET)
"'' 12q11111C82 CLFLJ [0'"' 19 JUL 12 i!Y : -- APPR: --'">-- l'~ NOI SUBSEQUENT REVISION I DATE/BY l APPR
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION r--- 17-Dec-2013 I
COM. INITIALS
~ ~
H387 /D-139-3. 5-39655--lSLFL HATERIAL ISOHETRIC
CCPYR!CUI@) flli,dt'.t • if>9 i 1 r h•~DP!Jl'fy!ll f~r"id91andtM!I .-of 'ereprcCvecO ea~r i n -t~o lt r>r i n P"'"' •aho:.. t D!" l ot • r i l!tf'l eonnnt of fnot'i dl!l l
E!IIIIIOI:E PIPELINES IHC . 11211 JASPER AYEHUE
EDI10MTOH ALBERTA CANADA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 13e HYOROTEST ISOMETRIC
ORAWH
DATE
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 17 of 34
RFI-AIW-M-Q026 Hydro-Testing Through the Strainers
lv-~/516 c~s1~1
PN 211
I I
Q
-s, - :~
.a 210-- -339~ 0 -~< ~:a~93, JS-3 a:-s<.a~>3·-·a_-_ w 311.679 s 431. 796 EL . 683.B35
S-15
CON' T ON 19-699-D-433AF-92 Ql 969B / D- 139-3 .91-SK1969B--19LFL w 3119 .935 s 432.253 EL.684. 746
CON' T ON lil- 6ilil- 0- 432AF-il2 Q1979B/0-13il-3. ill -SK1979B--19LFL w 397. 159 s 431 .927 EL.684. 693
CON'T ON
NOTES :
1. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYO'ROTEST .
2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-114 (2811 EO.l AIIO CSA Z662 OIL AND GAS PIPELINE SYSTENS LATEST EDITION.
3. ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACT OR .
4. ISOLATE ALL INSTRUI1£NTS PRIOR TO HYOROTEST .
5. ~ INDICATES LIMIT OF HYOROTEST.
p~5 2i
6
~"-'":::-'3SOH6 PS 16 N 29
I
19-61!1!-0-431 TF -ill Q11J71JB/D-131!- 3.ill-SK1978B--111LLF w 395. 649 s 431.928 EL .686.1l37
PSV-1527 NPS 3/ 4Xl
""'l HIGH POINT VEN
::~ "r 0~
!a-2Ja cr 3,5A;-!6 ;:as6a " :Ja 3 a:-s<:assa-:a--.'w 3114.671 s 431. 364 EL .685.267
V-153 0 Gil APS 16 ~/ PN 29
~
' ;-
CON ON 19-239-C0-J6aAc-u2 J•aSBB/0-119· ].01-SK:058B--!0 ~
w 392 .599 s 431.796 EL .683 .835
2012 CONSTRUCTION
"& I ~DHOIHON ( AB l TER"INAL - SOUTH 9 EO!IOIITDH TERI!lNAl (SOUTHJ EXPANSION (SETJ
' "' ' 12'11ai1C82 (Lf ll [OM£ , 19 JUL 12 8"' : ------- [" '"'
-------c~ ~·~ NO[ SUBSEQUENT REVISION l DATE/BY I APPR
AeCON RECEIVED &
ISSUED FOR CONSTRUCTION
17-Dec-2013
COM II INmALS
~~ ~
M388/ 0- 139-3. 5-39656--19LFL MATERIAL ISOMETRIC
Co.:> YR!G~1 @ Th i s a- ,)' i"'Q ' ' 11\a orc=en t ' ' Eowrl e'g.e olrw:l shal t 1'\01 ' ' l"tprodue ld ' " ~fl" i n 11t1o 11 or ; n p.v• l ! :nOY I Ot"ior •r ll !tn eonnnt o f E~ i <l g l
EHBRIDIIE PIPELINES INC.
11211 JASPER AYEHU£
EOMOMTOH ALBERTA CANADA
,.--------------- --------------------------! EDMON TON {AB J TE RMINA L - SOUTH PRE SS URE TEST DETAILS METER MANI FOLD 13a
rS-E-CT_I_O_NrH-I-~-~~-~-~-U~-~-S-TrM-A-~-~~-~-~-U~-~-S-T~MA-~-R-o:-is-~-~T-t_N_GrM-I-~-~-~-ts-~-;E-E-ST-r~-~-r-~o-~-6~-~-~-~~----TE_S_T_D_U_R-AT_I_O_N _C_H-RS_l ___ _, HYOROTEST I SOMETRIC
ABOVE GRADE - I. a HR STRENGTH TE ST DRAWN 413 ps; 429 ps ; 275 ps ; 3a3 ps ; FOLLOWED BY VI SUAL LEAK A - A L~ • 3 INSPECTION/DETECTION DATE
BELOW GRADE - 4. a HRS STRENGTH TEST 2859 kPo 2964 kPo 1999 kPo 2999 kPo ~OLLOWED BY 4. 9 HRS
LEAK TEST
Sdve: Y:/l1 72/ o\ CTIVEI 1 1728 !1152Jl71J- 238 - PI? I NGie 1H lP.AWINCS/WORt<' I HC/CWPS/SOUI H/1.119 . XOil.IH - ~E I ERJ.HG SKIO/ ISOMETR I CS/!l-! J II -J . Bt - 39656 - Jet.fl . OWG - We d Occ Bl!: , 21HJ - ! 0 : J S:23
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 18 of 34AFI-AIW-M-0026 Hydro-Testing Through the Strainers
--~
I JB C~ 339AF-~2
CON'T ON 19-698-0-444TF-01 C19738/0- 138- 3.01-SK10738--10LFL w 311 . 538 s 428 . 596 EL.685.986
PSV-1617 NPS 3/4X1
HIGH POINT VE
~-~··a D .30-J.a: SKta493- taL~c w 311.678 s 428.596 EL .683.835
CON'T ON 1B-688-0-443AF-82 Q18728/0-138-3.81-SK19728--10LFL w 389 .835 s 429 .853 EL. 684.746
CON'T ON 10-688-0-442AF-82 Q18898/D-139-3.81-SK1889B--1BLFL w 387.159 s 428.727 EL.684.6il3
CON'T ON 18-230-C0-441 TF-81 Q18718/D-138-3.81-SK10718--1BLLF w 385.649 s 428.728
''-'"·"' / :~~---~-~~-~-1 -----{8!@'8~~~~~~---~-----., / / , "'o"'o~m"
~~-23B-;:-3'6~F-!5
, ~ ;:J5o3: :Jil 1.3!-5•<:3568--:a ~ II 38'1. 671
~ \, ~ VF~~-1~1 ~5 '128 .1 6'1 , [;;-, PN 20 EL. 685 . 267
'•f ,, • l . ~ ,,.·
COli ' ON 1~-23~ .~o-JsaA - ~2
c•asas'~ ·'30-3 a~ s•ta598 392.590
s 428.596 EL.683.835
':,-"'
-~
V-163 PS 16
PN 20
;. .- ~; :)·--
SECTION
A - A
MINIHUH TEST PRESSURE
q13 psi
2850 kPO
S.:.ve: Y:/ ll 72/AC1!YU li 722 i'l52/ll9-2JIJ -P!PING/IJ11-0R:AWINGS/WOIHCI .'IG/CIIPStSOUTtl/ l. 99 . 1100 . iH - I'IETERI~G SKIO/tSOHEiUCS/O~lJ B ~ J. (H~ 39657-l ZLFL. OWG - We d Doc 0LI, 21! i3 • 111: 37:!8
PRESSURE TEST DETAILS
HAXIMUH TEST HAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME TEST DURATION (HRS)
q29 psi 275 psi 303 psi
.L.~ •3
296q kPO 19BB kPo 2090 kPo
NOTES:
1. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST .
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIOHS FCS-114 (2111 EO. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3, ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
q, ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5. i INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
"&I EDt!ONTON (ABl TERI!INAL - SOUTH 9 EO/!IJHTOM TERI!IIIAL (SOOTH) EXPAHSION (SET)
'"' 12q11111C82 (LFLl I"'"' 19 J\!L 12 SY ; -- ~ I'""' ,
---------c~ ~~ NOJ SUBSEQUENT REVISION I DATE/BY I APPR
AecoN RECEIVED&
ISSUED FOil CONSTRUCTION
1 17-Dec:-2013
COM II INITIALS
~ j.U H389/ 0-13S-3. Sl-39657--liiLFL HATERIAL ISOMETRIC
COi'VIiii,HT@ fhls dr" t in.; is T h tproper r y ~l ENll" • dg•~st>aP no t :lt r ""'odi.ICed tirhlrin •no•tor.no«'t•rareurpr ior •rilltnc;c;nunrofC:ntrr: <f91
Defi:IO~ PIPELINES INC .
11211 JASPER AVENUE
EDftDHTON ALBERTA CANADA
EDMONTON (AB) TERMINAL - SOUTH METER MANIFOLD 130
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 19 of 34
[] 11!-231!-C0-374AF-16 ___....-
Q11!57B/0-131!-3.1!1-SK11!57B--li!LFL W304.671 ~ s 433.847 ' EL . 6B2.935
;.-- ~-
w 31!4.671 s 431.36'1 EL. 685 . 267
)
,_;:,r NPS 16 PN 211
Hl-231!-C0-375AF -16 ~
W 3iN.671 s 428.164 EL .685 . 267
CON ' T ON 1B-6SS-0-756TF-B1 Ql0748/D-13B-3 .01-SK1074B--1SLFL w 3114.611 s 427 . 147 EL.685.9116
V- 162 NPS 16 PN 211
111-231!-CO-JSI!AF-24~
It )
I
[j
PSV-1637 NPS 3/ 4X1 PH 211
NOTES:
1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYOROTEST.
2 . HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS- 914 (2111 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3. ALL HYOROTEST MATERIALS TO BE SUPPLIED 8Y CONTRACTOR.
4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5. cr- INDICATES LIMIT OF HYOROTEST.
2012 CONSTRUCTION
"£I EOHONTON (ABl TERIHNAL - SOUTH 11 EOHONTON TERHINAL (SOUTH) EXPANSION (SETJ
''' • 1241911C82 (LFU )""' ' 19 JUL 12 9"· ----- -,.,, ..
-----c~ I''~ NO) SUBSEQUENT REVISION I DATE/BY I APPR
AeCON RECEIVED &
ISSUED FOR CONSTRUCTION
17-Dec-2013
INITIALS
~ M398/0-138-3. 91-J9658--19LFL MATERIAL ISOMETRIC
Cot'"IUGn '@ ih ;s :tr il e i :'lg •1 ' "' ;>roper ty ) 1 (l'!or •C<Jt' il~d sl'l<!ll ' .,o t Je rrcrod...:eo r : •nt r ' n troh or in ~rl •.tfl~ul pt"ior •r "•ton eetl'nnl o' : nt~~ ; d gt
~NBIIIDGE EHBRIOGE PIPELINES IHC.
11211 JASPER AYEHUE
EOP10HTOH ALBERTA CANADA
,----------------------------------------1 EDMONTON (ABl TERMINAL - SOUTH
r---r:::::=::-:::-::-r----::------::::-:-::-r-------:-P-RE_SrS-::U-RE-::-T-E_sT---D--,ErT A_I_L_S--,--------------1 METER MANIFOLD 130
sECTioN MI~m~u~~sr HA~~~~~u~~sT HAxPRo:isWrG MINPNsAtuRTtsT ~mo~~~~~~ TEsT ouRmoN <HRs> HYDRoTEsT IsoMETRic
413 psi 429 psi 275 ps ; 303 ps;
A - A
2850 kPa 2964 KPa 1900 KPa 2090 KPa
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 20 of 34
HIGH POINT VENT
w 31!'!.671 s 'l'l'l.164 EL.665.267
.. v
~"~
w 31!'!. 671 s 'l'lll .96'l EL.685.267
w 39'!.671 s '!37 . 76'! EL.665.267
•-m? [j NPS 16 :;;•:,~ "'" J
11l-239-C0-371AF-16
PN 21! f 11l-231l-C0-372AF-16
~11!-231l-C0-351lAF-24
J~T.'~~l s '!'!8.'!11! EL . 682.935
,_., j NPS 16 PN 21!
)ave : V:/11-,2/P.CI T 'IEii!720!'152!!7Z-232-;)IO ! :iG/ZU-DRAWl!o!GS/W017 1' l'lG/CWPS/St)Ufi-J/l. 29 .,~0D z : - ~fifQi .'lG Si<fOI!SO~EHI:ICS/0·13 0 -3.01-39682-l eLFL O'.IG fue Oec '33, 20!3- li:e8 ·41
[J
w 304.671 s 433.6'!7 EL .662.935
) .. -~ -. _>_ .. ~.
SECTION
A - A
MINIMUM TEST MAXIMUM TEST PRESSURE PRESSURE
413 ps; 429 ps;
2850 kPa 2964 kPo
PRESSURE TEST DETAILS
MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE FILL VOLUME
275 ps; 303 ps;
}_:_l •' 1980 kPo 2090 kPa
TEST DURATION (HRS)
ABOVE GRADE - 1. 8 HR STRENGTH TEST
NOTES:
1. ANY DEVI ATION FROH THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYOROTEST.
2 . HYDROSTATIC TEST PRO CE DURES SHALL BE IN ACCORD ANCE WITH ENBRIOGE SPECIFICATIONS FCS-1114 (2811 EO.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.
3. ALL HYDROTEST MATERI ALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL INS TRUMENTS PRIOR TO HYDRO TEST.
5. ~ INDICATES LIHIT OF HYDRDTEST.
2012 CONSTRUCTION
"&I EDMONTON CAB) TERMINAL - SOUTH ll EDHDNTON TERHINAL (SOUTH) EXPANSION (SEll
"'• 124111B1CB2 (LFU 1°'E· 19 JUL 12 BY: -- "1"0'• ------c~ 1">-No! SUBSEQUENT REVISION I DATE/BY I APPR
AecaN RECEIVED &
ISSUED FOR CONSTRUCTION
17-Dec-2013
__ C_~M_II_
94
INITIALS
~ H39BA/0-13B-3. B1-39682-B-1BLFL HA !ERIAL ISOMETRIC
The Associotioo of Proftssionol Engileers Geologfshl ood Geoph)'Siclsts ol Alberto
COPY!t!GHT@ Thos ~l'"a • il'lg ; s rn e il'"O'll&<'l'l" Gf £1'1br;'9e oli'IO sl'ld l i i'IOt a• ·~:-(I;)UCt'C ~it .~e r i~ •M rt o<" · n D~r · •i!hOCJl D<'lo r •~ i t•en c.m~ent o! :: nbl'"id~R
~NBIIIDGE EH8RIDGE PIP£LIHES IMC,
1S2111 JASPER AVENUE
EOHOHTOH ALBERT A CANADA
EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 13~
HYOROTEST ISOMETRIC
FOLLOWED BY VISUAL LEAK F===:..::::C&OLf.=:.=-=::__:2:._-+==_:;:::::::::::_.c=:::__--1 INSPECTION/DETECTION
BELOW GRADE - ~- B HRS STRENGTH TEST FOLLOWED BY 4. 8 HRS LEAK TEST /
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 21 of 34
w 302.590 s 441.396 EL.683.835
w 302 .590 s 444.596 EL.683 . 835
w 302 .590 s 434.996 EL .683.835
w 302.590 s 438.196 EL .683.835
w 31!2.590 s 431. 796 EL .683 .835
w 302.590 s 428.596 EL.683 .835
y
w 31!2.590 s 425.239 EL.683.835
,.
SECTION
A - A
HINIHUH TEST PRESSURE
413 psi
2858 KPO
PRESSURE TEST DETAI LS
HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME TEST DURATION CHRSJ
429 ps i 275 ps; 393 psi
~".? . 3
296q KPo 1988 KPO 2898 KPa
NOTES:
1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST.
2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-814 (2811 EO. J AND CSA Z662 OI L ANO GAS PIPELINE SYSTEHS LATEST EO IT ION.
3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
q _ ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.
5. ~ INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
"~ I EOHONTON ( AB) TERHINAL - SOUTH 0 EOHOHTOH TERHIHAL (SOUTHJ EXPANSION ( SETJ
'" ' J2qi8BIC82 (LFLJ I"'E• 19 JUL 12 BY :
____ .,,,.,, ----~ L"'~
NO! SUBSEQUENT REVISION _l OATE/ BY_l APPR
AeCON RECEIVED &
ISSUED FOR CONSTRUCTION
17-Dec-2013
COM.
~ ;
INITIALS
AS
H391/ 0- 13B-3. 81-39659--18LFL HATERIAL ISOHETRIC
REFERENCE DRAWINGS
COPYA!~ IH @ II'•;, .:ir u ·,.g ;s ·nr ;N" D;><'r''l' Q~ ::.,~y,oqe ;tt>.a ~"'" ' , Qr ~• ~tpt'eeuc~o:l ~olf>llr 1n <l>QII ;:,r " p <1•· . ; T~" . .lU ' p~ ; o<> •- "!'If' :O">$.,, of (ntr •OII<'
~NBRIDGE EHBRIOGE PIPELINES INC.
11211 JASPER AYEHUE
EW10HTOH ALBERT A CAMAOA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 13~
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 22 of 34
II 389.572 s 'I'W . 596 EL . 685.267
', ~ ~ ~,
... .l l"
33 . '" J a· II 308 .'198 ~~-~= s ljljlj,596 EL.685.267
CON'T ON 10-600-0-393AF-02 Q1061B/D-130-3 . 01-SK1061B--19LFL w 309.935 s '1'15.056 EL.68'1.758
SiNe : V: / ll 72 /~ CTI Y£/l 1 123! 4521 1 7Z-23Z -P ! P I/IGie'f -O~A\Ji:NGS/ '.I Oql( l NGt CWPS/SOU T Hit . 2 9 . ~00 . 11 I · :-!Ef ERIHG SK IO/ ISOXE. R!C S !;:"C / 0-!lC- 3. a !-39683-tiJLFL . DWG - Thu "tov 2 1 , 2313 · 8: J1 : 21!
SECTION HINIHUH TEST PRESSURE
413 psi
A - A
2850 kPo
PRESSURE TEST DETAILS
TEST DURATION (HRS) HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUHE
429 ps i 275 ps; 303 psi
.!:.!. .3
2964 kPo 19SS kPo 2S9S kPo
NOTES:
1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYOROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS- 11'1 (2111 EO . ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .
3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR .
'1. ISOLATE ALL INSTRUMENTS PRIOR TO HYDRO TEST.
5. ~ INDICATES LIHIT OF HYOROTEST.
2012 CONSTRUCTION
"~ I ~OHONTON (AS) TERMINAL - SOUTH 0 EDHONTON TERHINAL (SOUTH) EXPANSION (SET)
"' ' 12'11991C82 (LFL) I""' ' 19 JUL 12 8Y: -- 1 .... , ----c~ LAP~
NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED &
ISSUED FDR CONSTRUCTION
I 17-Dec-2013
CDM. INITIALS
~ ~
H415/0-13B-3 .SI-39683--IBLFL HATERIAL ISOHETRIC
COPYII t GII l @ ! h ,, o:lra• i"9 i s · he yoper t y o f ~t:b<" i dl}e iiM sl'oa t l :w~ : lie ·eprcM t<l ei: Mr in •ho le 'r :npdr l f i iii:~U i pr 1 orrr ; I I I " CO<>tl!lt;:~f£r)(' ; d; t
ENBRIDGE PIPELIHES IHC. 11211 JASPER AVEHUE
EDMONTON ALBERT A CAHAOA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 13e STRAINER TRIM DETAIL
HYDROTEST ISOMETRIC
QHl81B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 23 of 34
• ! w 3119 .572 s '1'11.396 EL . 6B5 . 267
..
-: .:t [~
w 318. '198 s 'l'll.l96 EL.685 . 267
~I
CON'T ON 10-600-D-'Ill3AF-02 Q1063B/D-130-3.01- SK1063B--10LFL w 309.035 s 441.656 EL.684 .746
Sa ve : Y./llf2/ACIIYfti:721!l'l52/t19·230·PIPtNG/Zij·ORA\IiNGS/WORI<Ir-.G/CliPS/SOlJTHtt . IJ9 M00 .31- ~EfER!NG SK!O/!SOHE TIUCS IFC/0-130 · 3.31 - 39652-IIJLFL.DIIG • Fr--i <;ov 31, 2013 • i7 :25:35
SECTION MINI MUM TEST PRESSURE
413 psi
A - A
28511 kPa
PRESSURE TEST DETAILS
MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME
429 ps i 275 psi 3113 psi
.!c.l • a 2964 kPa 19BB kPa 2B9B kPa
TEST DURATION (HRS)
NOTES:
l. ANY DEVHTION FROM THE HYDROTEST PLAN MUST 8E APPROVED 8Y EN8RIDSE ENGINEERING BEFORE INITIATING HYDRDTEST .
2. HYDROSTATIC TEST PROCEDURES SHALL 8E IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS- 1114 (2811 EO. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3. ALL HYDRDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOL ATE ALL INSTRUHENTS PRIOR TO HYDROTEST.
5. ~ INDICATES liHIT OF HYDRDTEST .
2012 CONSTRUCTION
"&I EDHDNTDN <AB) TERMINAL - SOUTH il EOHOHTON TERHINAL (SOUTH) EXPANSION (SEll
"'' 1241BI1C82 <LFU 1om , 19 JUL 12 , . -- , .... ?,, --c~ L'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
I 17 -Dec-2013
COM II ,--I 94
INITIALS
~ H416/ D-13B-3. B1 - 39684--ULFL HATERIAL ISOHETRIC
DRAWINGS
::oPY!HGHl@ Tn;, or~• i ng i s the proaerty :~ 1 EI'IOI' •ooe 4n4 sna n no t tie re;veductd ei thtr in •l'o l e :>r i n PM" I 1 ifh01JI pr ior 11ri::e,. c:cnnnt Jf ~r>br i 090
EHBRIDGE PIPELINES INC. 11211 JASP£R AVENUE
EOitOHT~ ALBERT A CANADA
EDMONTON (ABl TERMINAL - SOUTH
METER MANIFOLD 130 STRAINER TRIM DETAIL
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 24 of 34
. ' w 389.572 s '138.196 EL.685.267
..
II 388 . 498 s 438 . 196 EL. 685.267
CON'T ON
- l
10- 6BB-D-413AF-82 Q1865B/D-13B-3 .81-SK1B65B--18LFL w 389 . 835 s 438.656 EL.684.746
Sdve: 'i: /!1 721s\C TI VEI >l 720 iltS21!Hl-nB - PIPING/0"·!H~ ..... INGS/Il0Ri<ING/CWPStSOU tH /1.09 1103. 31 - !o!ET£RING SKWIISOHEHHCS lFC/O-tJB -J.ai- 39652- l ZL ~"L.OiiG • Fri '(ov 31, 2Bl3 - 17: 25:35
SECTION HINIHUH TEST PRESSURE
413 psi
A - A
2859 kPa
PRESSURE TEST DETAILS
HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME
q29 psi 275 psi 383 psi
.!!.~~ .3
296q KPa 1999 KPa 2999 kPa
TEST DURATION (HRS)
NOTES:
I. ANY DEVIATION FROM THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERI NG BEFORE INITI ATING HYDROIEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH EHBRIOGE SPECIFICATIONS FCS-Uq (2111 EO .) ANO CSA Z662 OIL AND GAS PI PELINE SYSTEHS LATEST EDITION .
3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.
q_ I SOLATE ALL INSTRUHEHTS PRIOR TO HYOROTEST .
5 . ~ I NDI CATES LIHIT OF HYOROTEST .
2012 CONSTRUCTION
"~ l EOHONTON CAB) TERHINAL - SOUTH 8 EOHONTON TERHINAL CSOUTHl EXPANSION (SET)
A'Eo 1241981C82 CLFLl IDATE o 19 JUL 12 BY: -- · IAP?R o --'"."i-- lAP~
NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCON RECEIVED &
ISSUED FOR CONSTRUCTION
1 17·Dec·2013
INITIALS
~ H417/0-13B-3 . 91-39685--lBLFL HATERIAL ISOMETRIC
CoPYiiiGNT@) !l'l os dr.U i"9 : , Tile l)t'o:u~r l y of Enbr · d<}c 4nd t~~• r r 1'101 be t'ltfl""oductO tiln1r ·n •no l t 01' i n plln • ''h,~o! PI"'Or u·i :r tn :onnl'-1 of (I'IIU' i d~t
EltllRIDOE PIPELINES IHC . 11211 JASPER AVENUE
EDKONTOH ALBERTA CANADA
EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 130
STRAINER TRIM DETAIL
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 25 of 34IHftl
w 3i9.572 s '134 . 996 EL . 685.267
•.
w 388.'198 s '13'1 .996 EL.685.267
CON'T ON
' l
1B-600-D-'123AF-B2 Q1B67B/D-13B-3 . Bl-SK1B67B--1BLFL w 309.035 s 435.456 EL.684.746
Sa ve : 'I: I\ i 72/ACT IVEI11120i~S2/t1Z- 230 - PIPiNG/'l 'I-QRAWINGSIWORKING/C\IPSISOU hl/l . 119 .MOD. :ill - HETERING SK IO/ ISOI1ETRICS IFC /0· 130 - J . iH - J9652 - l9LF L. miG - Fr ; llov \J ! , Z0l3 - t 1 :25; 35
SECTION MINIMUM TEST PRESSURE
413 ps;
A - A
2850 KPa
PRESSURE TEST DETAILS
TEST DURATION (HRS) MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME
q29 psi 275 ps; 303 ps; .!L!. .3
2964 KPa 1900 KPa 2090 KPa
NOTES:
1. ANY DE VIA TIOH FROM THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE I NITIA TINS HT01WT£Sf:
2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EN1!RIOGE SP£tiFICATIONS FCS-014 (2011 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR .
4. I SOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST .
5. ~ INDICATES liMIT OF HYOROTEST.
2~12 CONSTRUCTION
'& I ~DHOHTON ( AB) TERMINAL - SOUTH 0 EDitOHTOH TERHINAL (SOUTH) EXPANSION (SET>
"' ' l 2'1!111C82 (LFLl !DATE , 19 JUL 12 av : _....---- I"".
------c~ ~p~
NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED &
ISSUED FDR CONSTRUCTION
! 17·0..C·201J
COMjl INITIALS
~ ~ M418/0-138-3. Bl-39686--lBLFL HATERIAL ISOMETRIC
COi'VIIt,nl@ Tf>i s Y~e i flg i s il'l pr O!Jir l y o f ~nbt" i d ge ~nci sn~ l l Ml tte ~eprod:;eed 1iTMr in .t~o l l ~ i r> p,.• 1 itnou1 pr i lr" • r ils qneonnnt of EntJ.o"id91
EHBRIOI:E PIPELINES INC. 111!:11 JASPER AVENUE
ED"OHTOH ALBERT A CAHAOA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 130 STRAINER TRIM DETAIL
HYDRDTEST ISOMETRIC
QHl81.\B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 26 of 34
' . w 399.572 s '+31.796 EL.685.267
' \
w 31i18 . '198 s '+31. 796 EL.685.267
CON'T ON 10-600-D-'t33AF-02 Q1069B/D-130-3.01-SK1069B--10LFL w 309.035 s '+32.256 EL.68't.N6
SECTION MINIMUM TEST PRESSURE
413 ps;
A - A 2850 kPo
PRESSURE TEST DETAILS
MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIHATE PRESSURE PRESSURE PRESSURE FILL VOLUHE
429 psi 275 psi 303 psi
.!!.:...!. .a 2964 kPo 1900 kPa 2090 kPa
TEST DURATION (HRS)
NOTES :
1. ANY OEVIA TION FROH THE HYDRDTEST PLAN HUST BE APPROVED BY ENBRIDCE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYOROSTA TIC TEST PROCEDURES SHALL BE IN ACCoRDANCE WITH ENBRIDGE SPECIFICATIONS FCS-114 (21111 ED.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .
3. ALL HYOROTEST HATERIALS To BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL INSTRUHENTS PRIOR TO HYDROTEST.
5. ~ INDICATES LIHIT OF HYDROTEST .
2012 CONSTRUCTION
"&I EOHONTON (AS) TERHINAL - SOUTH 0 EOHOHTOH TERHINAL (SOUTH) EXPANSION (SEll
"" 12418111C82 (LFL) I""' . 19 JUL 12 8Y: ~1"'• · ----~ [~ NOI SUBSEQUENT REVISION I DATE/BY I APPR
AeCDN RECEIVED &
~~ED FOR ~ONSTRUCT)E_N.
17-Dec-2013
INITIALS
~ M419/D-1 3B-3 . 01-39687--!BLFL MATERIAL ISOMETRIC
CC?TIItGHT @ 1'>0" :1rou:"9 •S •f>e aropeH·f ~~ ~l>br•dg~ <IMI ~"tl ll nc : ~ct ~ ~proo~~<:ed a i r,.,.,. ;n u•o lt <:"" i n 11¥' 1 • i rt:o,,u or·o_. • ~ i l!t<~ cor>Ufll of £nor ioqe
EHBRIOGE PIPELINES INC, 11211 JASPER AVEHUE
EOI10HTOH ALBERT A CAHAOA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 130 STRAINER TRIM DETAIL HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 27 of 34
; J ~1 ~ ~
w 311!~.512 s 428.596 • , EL.685.267
w 3116 .'+~8 s 428.596 EL.685.267
CON'T ON te-6e0-D-443AF-B2 Q1B72B/D-130-3 .Bl-SK1072B--1BLFL w 3e9.035 s 429.056 EL.684.746
Sdve : 'l : /ll72/ACT I VEi t tl?.0lll-52/t70-233 - P!PING/B4 -0RA\oiiiiGS/~ORI<ING/CioiPS/S()JiHt'.Z9.:-<CO.Cl · 11ETER!NG SKlO/lSOHETIHCS iFC/0-13'a- J.Zt -:J9652 -1 9LfL.OWG - Fri No>~ 01, 2913 - 17:25 :35
SECTION HINIHUH TEST PRESSURE
413 psi
A - A
2850 kPa
PRESSURE TEST DETAILS
TEST DURATION (HRS) HAXIHUH TEST HAX OPERA TINS HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUHE
q29 psi 275 psI 303 psi
.!!.:1·3 296q kPa 1900 kPO 2090 kPa
NOTES:
1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS-114 (2111 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.
3. ALL HYDROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL IHSTRUHENTS PRIOR TO HYDROTEST.
5. ~ INDICATES LIHIT OF HYDROTEST.
2012 CONSTRUCTION
"~ I ~DHotHOH (ABJ TERHINAL - SOUTH B EDI!CMTOH TERHIMAL (SOUTHl EXPANSION (SETJ
"' ' 124lit1C82 (LFLJ ID"' • 19 JUL 12 9Y: ------- "I"", -----c~ ~p~
HOI SUBSEQUENT REVISION I DATE/BY I APPR
I
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
17-Dec-2013
COM.
~ INITIALS r--1 AS
Hq21fD-138-3. 91-61327--10LFL HATERIAL ISOHETRIC
CI!P'I'IIIG'tl@) TFiit 61"61i r>Q ' ' tne pro :~er : y of !:o~!'" i dge <l nd sl\41 1 ....,, be " l pt'O<M:I!CI li!hotr :n .no l l or on oc»r! • i H:CII,It prior tf'if!IM cons tl'll or EnbriC19'
EHSRIDSE PIPELINES IHC. 11211 JASPER AVEKU£
EMONTDH ALBERT A CAHAOA
EDMONTON (AB) TERMINAL - SOUTH
METER MANIFOLD 130
STRAINER TRIM DETAIL
HYDROTEST ISOMETRIC
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 28 of 34AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST
TEST PACK NUMBER: HT-009A: Prover loop Connection to Manifold 130 Surge
Relief Assembly
D-815-3.01-SK897B-1-10LFL/Q897B
D-815-3.01-SK899B-1-10LFL/Q899B
D-815-3.01-SK900B-1-10LFL/Q900B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 29 of 34
-
11 U U
CON'T ON 18-230-C0-6~5BF-2~
Q898B/0-815-3.01-SK898B--10LFL w 325.628 s ~31.294 EL.683 . 200
CON'T ON 10-238-C0-651BF-16
10-600-0-322AF-0~
Q901B/0-130-3 . 01-SK901B--10LFL w 324.280
/ s 431. 29~ EL.6B2 . 669
IIIGH POINT VENT
,.)
CON'T ON ~~PS ~ f.t-J:o09
10-60S-D-322AF-04 C9018/0-130-3 . 01-SK901B- - 10LF w 322.066 s 431.294 & EL . 682 . 669
SdYe l 1 :"!1 17UAC lYE/ ll12311f5l/J Ja - CJ 'it - PJP[NS/ 9q - oRAWINGS/WORI([NC/CkPS/SOUTH/l . 39 . M. 'aL !1£rERJNC - INIERCO NHECT!NC 6- lNCO~l"'C/fSOHETRfC/0 · 815 -3 , 1i1J -396 1J-l2LFL.OVG- Tue Feb 25, 2S J't - 9 :116:'1'-
{~~ss~ VENT NC
I
., ,~ 4 \
a .<t~:~ CON' T ON l0-230-C0- 310AF-16
V CB96B/O-B15-3 . 01-SK896B--10LFL w 319.085 s 431 . 294 EL.683.200
I ~
~P Pst ·· ... · s ts -~s~6
~ Se
PRESSURE TEST DETAILS
SECTION HINIMUH TEST HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE
188B psi 1123 psi 728 psi 792 psi B - B 8.8 ••
HqB kPa 7738 kPa q96B kPa 5q55 kPa
TEST DURATION (HRSJ
ABOVE GRADE - 1. B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION
BELOW GRADE - 4.8 HRS STRENGTH TEST FOLLOWED BY q. B HRS LEAK TEST
NOTES:
1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATION FCS-Bl~ (2811 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .
3 . ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
~. ISOLATE ALL INSTRUHENTS PRIOR TO HYDRO TEST.
5. Cf" INDICATES LIHIT OF HYOROTEST.
2~12 CONSTRUCTION
H3~8A/D-815-3. Bl-39613--IHLFL MATERIAL ISOHETRIC
REFERENCE DRAWINGS
AeCON RECEIVED &
ISSUED FOR CONSTRUCTION
~..Jun-2014 COM • INITIALS ~·- ~-~-
NO REVISION APPROVE CCP"QlG!lT @ IHJS ~11/lloiC JS fll( XIQI>fRTY Cf EhtiU!X;~ .t.~D SM ALL 1101 &~ IIEP~OO\JCEil
EITH£il IH II~ E 0-~ TN P.l.~T Wl lllOIJI 1'11101 ',lq iTfE~ CONS.rNT or HI!.IHDCt
811RIDCE PIPELIHES IHC.
11211 JASPER AVEME
OIIIOIOIOH OlWIII ~"""'01
EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT ANO INCOMING TRAPS HYOROTEST ISOMETRIC
DRAWN HY I ZS DATE B6 FEB 1
QB97B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 30 of 34U.UJ I
I VISUAL LEAK l ~iSPECl'f(jr<{TO Bl:"i"~FW"O"IliJEif IN THIS LOCATION ONLY DUE TO 24" x 16"
I CONCENTRIC REDUCER REPLACEMENT REFER TO HT-009 FOR ALL APPLICABLE HYDRO _l_~_Q_ATA BEYOND THESi_ TEST LIMITS
I HIGH POINT VENT 1--
Sc1ve: V:/1112/ACT (Vf/ll l 2iH II52/119-2Ji-P I PI NC/84 OIUWI NGS/\IORKJ HG/CWPS/SOU T/1/i 39 H 8t • ~E t!AIHG - IHT ERCONNECHHG & IHCOHIItG/ISOHHRIC/0 -815 · 3 81-J9l81-l8LFl, O\IG - fue Feb 25, 20tto- 9: 11 Z:2l
PUHP OUT 2
~
' 6 0
"'
51!
NOTES:
1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-Bl~ (2111 EO . ) AND CSA Z662 OIL ANO GAS PIPELINE SYSTEMS LATEST EDITION .
3 . ALL HYORDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR .
~ . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.
5. C1' INDICATES LIMIT OF HYOROTEST.
MJq9AfD-BIS-3 . 8!-39311--18LFL MATERIAL ISOMETRIC
REFERENCE DRAWINGS
AeCDN RECEIVED &
ISSUED FDR CDNSTRUCliOM
j 12-Jun-2014
COM II INITIALS
~ ~ NO REVISION APPROVE
tO~I'II:t CHT @ THJ~ l»> AIII IIC IS rll[ PQDP£1tTY 0!'" £18 Rl0&[ A~D S~.ll..L NOT 9E REPIIOOOC(O EIII€R [M IIHOI.£ 0A l M P-'AT II HMOOT PIHOII II!!ITTENtOII~ "EI 0' Eli~lOOE
~·ICC( PIKI.IIlES l!O: . 11211 J~SPER AVEMJE
rotiO"TOH ALBERTA CANADA
,-------------------------------- -------1 EDMONTON (AB ) TERMINAL - SOUTH ~-~----~---~----P-RE_srs_u_RE_T_E_ST_O~E~TA_I_L_s __ ~-----------~ INTERCONNECT AND INCOMING TRAPS
HYDROTEST ISOMETRIC
1881 psi 1123 psi 721 psi B-B
7738 kP•
792 psi
TEST DURATION CHRSl
ABOVE GRADE - ~O~L~~EgT:~N~i~ul~S~EAK }-'OC,AA::'II!I-'----:'-:H.:,Y 0:/c:=ZS'::---F_;.:,-_,::;::--+:.:C::=----":= =:-----1
BELOW GRADE - ~~~p~~~I~~~~~mT~~~T r0"'ATE~_::B:_6 ..:.F.:::EB:_:_lq-'-'=:;;_-='------'=='--='---r-·----1 FOLLOWED BY q,B HRS LEAK TEST
08998
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 31 of 34
ECC .;;::. ~OT
CON'T ON 1B-6BB-D-659AF-B4 Q925B/D-815-3.01-SK925B--1BLFL W 298.U2 s 421.737 EL.682.669
Sdve: V: / ll 72/ ACTI V(I l t1201'1S2/ Ll0-2J9- PIP ING/ i!'4 -0.RAWI "tGS/WO RK IHG/CWPS/SOU f H/l.il9 . H 31 - ,.(1[fHNG - UH ERCON ... ECTING 6. INCOtfH4C/ISOHHR IC/ O-Ol S-3 . 1H-39:J9l -LILFl . OMG - " ed Apr :le , 22111 - 13: 26 :26
HIGH POINl ENl
CON ' T ON 1B- 230-C0-65BAF-16 09B1B/D-B15-3.01-SK901B--10LFL w 295 . 196 s 421 . 737 EL.683 . 200
1B8S psi B-B
7448 kPa
1123 psi
7738 kPa
PRESSURE TE ST DETAILS
TEST DURATION (HRS)
72B psi 792 psi ABOVE GRADE - 1. B HR STRENGTH TEST
FOLLOWED BY VISUAL LEAK 8. 4 • 3 INSPECTION/DETECTION
BELOW GRADE - 4. B HRS STRENGTH TEST 496B kPa 5~56 kPa FOLLOWED BY 4. 8 HRS
LEAK TEST
NOTES :
1. ANY DEVIATION FROH THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE INITIA TINS HYDRO TEST.
2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-SH (2111 ED.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EOITION.
3. ALL HYOROTEST HATERIALS TO BE SUPPLIEO BY CONTRACTOR .
~ . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.
5 . cr- INDICATES LIMIT OF HYDRO TEST .
2~12 CONSTRUCTION
M349B/D-B15-3. Bl- 39312--lSLFL HATERIAL ISOMETRIC
REFERENCE DRAWINGS
AeCDN RECEIVED &
ISSUED FOR CONSTRUCTION
I 12-Jun-2014
COM# INITIALS ~- ~
NO REVISION APPROVE
CO;>fJHCKf @ ltHS C!IAWI~ {$ IHO: PRD,(RlY OF L!.aUOt:.C ' NO Slt.lll !riOT BE QEPROOOCt O EITio'£1t IN lill i). E OR I ll PUT ll ll HOUI I'RJQ.l W~JITE III C'())j&[ Jii T Of E~U{{)(;[
'i}NBRIDGE EN8RIO$E PM LINES IHC.
11211 JASPER AVENUE EDttONTOH ALBERTA CANADA
EDMONTON (AB J TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC
OR.\1111 MY I ZS 0.01( B6 FEB 1
Q9f110B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 32 of 34
(
(
(
AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST
TEST PACK NUMBER: HT-013: PSE-1026/PSE-2026 Drain Lines
D-130-3.01-SK907B-1-10LFL/ Q907B
D-130-3.01-SK925B-1-10LFL/ Q925B
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 33 of 34
(
(
(
111111
t ( (
~ ' ' \
CON'T ON \ 10-230-C0-651BF- 16 '\ 08978/D-130-3. 01 -SK897B-r-..:.1:::0L:F_:L-{jf]ill:tif~[fj~IJ '-- '- ~ W 324.280 HIGH POINT VENT \ -s~1.m ~ EL.682 .669 \.~
~ \\ I• -~ I --\____
\_\
( CON' T ON 10-230-C0-651BF-16
I Q8978/ D-130.3 .01-SK897 --10LFL ) w 322.066
s 431. 29'1 > EL.682 . 669
\_h._ ...__.A.__/'._
HIGH POINT VENT
( CON'T ON 10- 230-C0- 310AF-16
(
\ 08968/D-130-3. 01-SK8968--10LFL w 318. 035 s '131. 29'1
> EL.682. 713
HIGH POINT VENT
~ - .... \._""
\----. \_\______
\\.
Sdv• : Y:/ 1 112/ACTIY£1!112~1•S21t la· UII·PJPli\G/BQ-CQAW ihCS/IlORICIMUt'otP$/SOUIH II .I9 .M .a J • M.[J£Rl~C • JIH£RCQI,\ECI1M:: & lt.CCIH trC/I SC:!HRIC/AUX lloi!E/0-UI!-3.1tl - 396ll! ·lel.FL.O\lC- T~o~e r.b l S, 211l lt - ll: l 2:51
v ~,
\ ) \ )- ,,...-.,
~ ) )
A1( ) ~ : ~
\
CON' T ON ) 10-600-D-316AF-04 \ 09098/0-130-3.01-SK9098--10LFL \ w 31'1.681 s '130 . 812 EL.682.329 \,
I ~ "-.._ ,_ '-- ---,.._./' ._ "'-~ '· -·~_/
SECTION HINIHUH TEST HAXIHUH TEST PRESSURE PRESSURE
413 psi 429 psi
A - A 2B50 kPa 296Q kPa
PRESSURE TEST DETAILS
HAX OPERATING HIN LEAK TEST APPROXIHATE TEST DURATION <HRS) PRESSURE PRESSURE FILL VOLUHE
275 psi 393 psI ABOVE GRADE - I. 9 HR STRENGTH TEST
FOLLOWED BY VISUAL LEAK 9.1 •' INSPECTION/DETECTION
1900 kPa 2999 kPa BELOW GRADE - Q. 9 HRS STRENGTH TEST
FOLLOWED BY Q. 9 HRS LEAK TEST
NOTES :
1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGitiEERING BEFORE INITIATING HYDROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-914 (2011 ED. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .
3. ALL HYDROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.
4. ISOLATE ALL ItiSTRUHENTS PRIOR TO HYDROTEST.
5. ~ INDICATES LIHIT OF HYDROTEST.
2012 CONSTRUCTION
H355/D- 13B- 3.91-39629--10LFL HATERIAL ISOHETRIC
REFERENCE DRAWINGS
AeCON RECEIVED &
ISS UED FOR CONSTRUCTION
I 12-.Jun-2014
COMM INITIALS
~ ~ NO REVISION APPROVE
C'OP'I'AlCMI @ IHIS 0Ulllt.C IS f P.f ' 1!01EIIIT Oi ( 1.'3.1110';[ l.•O S~All t-01 I( lllPIIOOUClO ( lUlU lit YIQ.( 011 I~ PUT III IMOI.If P~ICR VH TI£.11 CO.\Slltl Of WIII IIXE
'tJNBRIDGE
OBRIO' E PlPEltNE:O INC. 1121J JASPER AVENUE
EDKOHf OH Al&EitTA CANADA
EDMONTON (AB) TERHINAL - SOUTH
INTERCONNECT AND INCOHING TRAPS HYDROTEST ISOHETRIC
DltAVN HY I ZS DUE 07 FEB I
09078
Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project
Leave to Open Application No. 3 Attachment 5 - Isometric Drawings
Page 34 of 34
( CON' TON ~ 10- 230- C0-652BF-16 0900B/D- B15-3.01-SK900B--10LFL w 298 .102 "'-s q21. 737 "'-EL.682.669 ~-
(
(
CON'T ON 10-230-C0-658AF - 16 09018/0-815-3. 0 1 -S~01B--10LFL w 29q.131 s 421.737 EL. 682. 713 ....
-~~· A .,_
HIGH POINT VENT
CON' T ON 10-600-0-669AF-0q 0928B/0-130-3.01-SK928B--10LFL w 289.730 s q2q.sqs EL .680 .836
A - A
2850 kPo
PRESSURE TEST DETAILS
TEST DURATION (HRS)
275 psi 383 ps i
1900 kPo 2090 kPo
NOTES:
!. ANY OEVUTION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGUIEERING BEFORE INITIATitiG HYOROTEST.
2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORUANCE WITH ENBRIOGE SPECIFICATION FCS-Bl~ (2911 EO .) AND CSA Z662 OIL ANO GAS PIPELINE SYSTEHS LATEST EDITION.
3 . ALL HYDRDTEST MATERI ALS TO BE SUPPLIED BY CONTRACTOR.
~- ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.
5. f INDICATES LIMIT OF HYDRO TEST.
H373/0-13B-3. 01-3963B--IBLFL MATERIAL ISOHETRIC
REFERENCE DRAWINGS AeCDN RECEIVED &
I SSUED FOR CONSTRUCTION
I 12.Jun-2014
COM . INITIALS
~ ~ NO REVISI ON APPROVE
COPf ,IUC.I!I @ IHISOAIW!Jrl: IS lll[ t ii:(P£1t lf 0f h11lll);:£ ••tCISk.U.HOI ItUPROOIJCEO fll~l I ~ lo't(Jl[ 0~ Jill PA'U 1111JIO..SI Pll tO.-: lo'UfTE\j CC~EHT Or ("~ IOU
'&JNBIIIDGE
EHBRIOGE PIPniMES IHC . 11211 JASPER AYEHUE
£0HONJOH At.IER1'A CANADA
EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOHI NG TRAPS HYOROTEST ISOHETRIC