ASSOCIATED ENGINEERING

transcript

NORTH RED DEER RIVER

WATER SERVICES COMMISSION

ALBERTA

ATER TRANSMISSION PIPELINE CONTRACT No. 2 RECORD ORA ING KEY PLAN

ASSOCIATED ENGINEERING

LIST OF DRAWINGS

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3333-2-'26

OVC:RALL _CCATIOI~ PLAl\I

HYJRAULIC PROFILE

OVC:RALL IWEX rLAl\I

WATrn ALIGl~MCNT PLAN s-A ?5+559.10 T= STA. 79+100.00

W.~ll~ ALIGl~MlNI PLAN S-A 2J I I 00.CO T= STA. 32 I 200.00

w.~Trn ALIGl~MCNT PLAN S-A 32+200.CO T= STA. 3=+650.00

w.~TFR Al IGl"MmT Pl Al" S-A 35+650.CO T: STA. 39+200.00

W.~TER ALIGl~MENT PLAN S-A 3J I 200.CO TC STA. 42 I 600.00

w.~Trn ALIGl~MCNT PLAN S-A 42+600.CO TC STA. 4=+900.00

WATFR Al l(;l"MmT Pl Al" S-A 45+900.CO TC STA. 49+000.00

WATER ALIGl~MENT PLAN S-A 4J I 000.CO TC STA 51 I 650.00

WATER ALICl~MENT PLAN S A '.J"I +b~U.lU I~ SI A. ~2+2'.JU. /U

CROSS ~JG 11LAN - A

CROSS llG PLAN - B

CROSS llC PLAll - c

CROSS llG PLAN - D

CROSS llG PLAN - E

CROSS ~JC PLAll F

CROSS l·IG PLAI~ - G

CROSS llG PLAN - H

CROSS llG PLAll

DETAIL l\lo. 1

DETAIL No. 2

DETAIL No. 3

DETAIL No. 4

CROSS ~JG PLAN -

,, ,, "~ ' .

~~· ;~~

-- - ---- ' _._, -----o~-,,.-,-

. """"'- . ...... ······. ·.• ~ " ':,_;~ ·

2 06/03/03

05/04/06

0 05/02/10

A 04/12/20

No. DATE

RECORD DRAWINGS F.K. B.B.

CONSTRUCTION ISSUE W.W. B.B.

BID ISSUE W.W. B.B.

PRELIMINARY ISSUE W.W. B.B.

REVISION BY APP.

'' '' '' '' '' '' '' '' '' '' '' ,,

' PROJECT No.

DRAWN BY

DESIGNED BY

CHECKED BY

APPROVED BY

. , ' ,•

033333

W. WONG

C.G, I C.M.

K. CH'NG

B. BIRCH

1: 15000

INITIALS DATE

\ . \ " ,... ' ,,,.

.... \ ..

~ 'C.NG/t\tf.: cit'?' STAMPED ~

i/f AND SIGNED y ~ By:CANDICE E.. GOTTSTEINt;

\..I- Date: 2005-02-09 ["?

~Revision: 0 :::0 CY

' •', " " '' '' '' ''

PERMIT TO PRACTICE ASSOCIATED ENGINEERING ALBERTA LTD.

PERMIT NUMBER, P3979

STAMPED AND SIGNED By BLAIR G. BIRCH

Date 2005-02-09

Revision 0

.·~ _\ _

•• • • fll""' ,/

' ....

CLIENT

NORTH WATER ALBERTA PROJECT

\ ·"' ••

-· RED DEER SERVICES

' • I

RIVER COMMISSION

WATER TRANSMISSION PIPELINE

CONTRACT No. 2

. '. .

OVERALL LOCATION PLAN

DRAWING NUMBER REV. NO. SHEET

1 3333-2-101 2 26

::%"" ,,., :1)

rRJJ[CT f\lo. 033333 lf\JITIALS DATC

DR.twvfl BY W. WQrjG

2 06/03/03 RECORD DRAWl~JCS F.r;. B.B. DFSIGlffD PY C.G. I C.M. I

I 05/04/0·J CO~JSTRUCTIOI·~ SSUE W.W. B.B. CHECKED BY K. CH'NG

0 J5/02/10 BID ISSUE W.W. B.B. 1\PPROVED BY B. BIRCH

A J4/12/20 PRELIMNARY ISSUE W.'/V. B.B. APmovrn DY

Ne. DATC l\[\llSIOr\J cY Arr. SCALE 1: 15000

~rcNG~ / ~ L //\;(','\

I~'?'- ST AMPED ~\~

~I (/.f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ w 200" Q'. QC co U- Dote: w- L- ~ f77 J

'~p";~;'" c 2:1 f ~ O' ..\>{ \~~ ~ ~

STAMPED AND SIGNED

By: ___ DLA_IR_, _G._D_IRC_ll __

Date : --"_IC~_-_C/_-_c~ __ _

Re\'ision : __ O~---

GENERAL ~CTES: SURVEY CONTROL MONUMENTS (NAD83 311\1 GRID COCKCIN.l'\.TE) 1.; EXISTl~IG UTILITY LOCATIO~~S ARE APPROXl~~AELY 01,L v. THE CONTRACTOR

IS RESPONSIBLE TO _OCATE A~D CONFIRVI THE ELEVATlmlS OF ALL U~IDCRGROU~D UTILITICS PR OR TO CO\JSTRUCTIOl\J.

'IONUMCIH EASTING NO'HHll'G NO.

295782 12676.436 5798865.263

6973 13132.393 5799958.GOD

443606 13854. 961 5803741.794

307520 14726.018 5804731.LO.

ELEVATIOfl

877.57f:

863.361

866.206

882.773

2) .ALBERTI'. FIRS- CA_L TO BE COl\JTAC-EC 48 HOURS PRIOR TO CO\STRUCTIOl\J. [PHONE 1-800-242-3447]

J) RFFFR TO SPFC: - APP""NrllX R : SOii SURVFY ANrl RFC:I AvlATION SUITABUTY RA-l~IGS REPORT F:JR ~ETH:JD OF EXCAVATIO~I.

~.) SLP=iLY /11\JD 11,S-.'\LL :::RCSSING \L\RKERS 1\T HIGHVll/1Y, COUNTv ROt,D, RIVER AND RAILWAY CROSSl~IGS; ,AND AT DESIGNATED UTILITY CROSSl\JGS, QUARTER SECTION/PROPERTv LINES.

CO-ORDINATE AND ELEVATlml VALUES SHOWN WERE OB-AINED FROM 5.) MINll/UM =EPTH OF COVER 2.80m EXCEPT WHE\J SHOWN OTHC:RWISE. ALBE'HA SUR\/C:Y cmlTROL ~ /1RKC:R (ASCM) E.) c::msTRUCT VllA ERMAI~' THROUCf- EXIS-l~IC S_OUCHS BY :::ONSTRUC-l~IC

A BER~~ USll\G lllJP8RTED BACKFILL. BER~J TO BC: REM81/C:D ~P8N cmJPLETlml OF THE CROSSING.

CO\JTRACTO~ TC VERIFY VALUES 'RIO~ TO USE FOR LJl.YOUT C0\11811\JEC FACTO~ 0.939774

CLICNT

NORTH RED DEER RIVER WATER SERVICES COMMISSION ALBERTA

IF WATER TRANSMISSION PIPELINE

CONTRACT No. 2 ._______ __ _____,

OVERALL INDEX PLAN

DRAWll"G NUMBC:R RC\/. l\JD. SI IC=T

3333-2-103 2 h

VARIC:S

NEW 500rcm¢ VALVE (STA 25+562.13) BYPASS ON EAST SIDE (STA 25_+563 69)

1 4 SECTIO~~ LINE OR PRJPERTY LINE

2D.00m WATFR IR6Nc;h/IS51QN P!=>f! INF ! B.5

PIPELIN::: RIG-ff-OF WAY -----'-I I .50m

15.00m WORKl~JG EASC:lvlE~JT

~---------------- ----

TYPICAL ALIGNMENT DETAIL

I I I I

'.:iC.l\Ll: N. I .'.:i.

L__STA 27+6.59 RI ClVI OFF ASSEMBLY

CROSS flG

5· BENJ STA

FROM FEfJCUNE

~-- - ---- -------------

15.0Cm \/liUf<:Kl~JG CA::>Ulll~J I

20.00rr

'VARIES

LEGEND

__ , __

• --P/~

__ , __

WATER TRJl.f\Slv'ISSIO~~ PIPELINE

PIPELl\JE RIGHT-OF WAY

1 /4 SECTIO~I Llr-.JE OR P~OPERTY _INE

TYPICAL ALIGNMENT DETAIL SCP.LE: N.T.S.

PROP:JSED WATER TRANSi! ssrn, PIPELINE

TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERljENANT PIPELllE R.O.IV.

EXIST NG ~ATUR/l.L GAS PIPELINE

EXIST l\IG 3URIEJ TELEFHOl\IE LINE

EXIST NG TEL. PEDESTA_

EXIST NG JURID "GR[ OPTICS CAGLE FXIST NG OVFRHFAD ::ir,wFR I INF

EXISHIG J~DERGR:JUND POWER L flE

[XIST NG ::icwcR POL[

I · .50rn

8.5DT1

__ , __ lXIS I ING 1-lNCl

EXISTING CULVERT EXISTING TREE LINE

EXISTING STREET LIGHT

BLOW OFF \/ALVc

2 06/03/03

0 J5/02/10

A J4/12/20

Ne. DATE

RECORD DRAWl~JCS B.B.

CO~JSTRUCTIOI·~ SSUE W.W. B.B.

BID ISSUE W.W. B.B.

FRELIMNARY ISSUE W.'/V. B.B.

l\[\llSIOr\I cY Arr.

1\PPROX. /jri CFFSET FRO~ FENCELINE

rRJJECT flo. 033333

DR.twvfl BY

CG. I CM.

CHECKED BY K. CH'NG

1\PPROVED BY B. BIRCH

APmovrn DY

SCALE 1 :2000

l~JITIALS

___..-APPROX. :=:11 OFFSET -..~s;;;. mo~ IUICUfl[

11.25" & 45" MJ BC:ND

CLLVERT

NEW 22.SIVILI BEND

EX. DRAIMGE

DATE ~rcN ~

/ ~ L GI/\;;:,'\\ /~"'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ L...LJ 200'-- 0'" QC [O U- Dote: w- L- ~ f77 J

'~R";~;'° C 2:1 f ~ O' ._\>{ \~~ ~ ~

STAMPED AND SIGNED

By : --~DLA=IR_G~·~D~IR2,C~ll __

Dote : -~'~'~1c~o-~1~::;_-~c~~-

Re\'ision 0

5· BENJ

15.[}Jm

20.00m

VAK l'.:i

90" ~IJ BEND

~EW 5· BEND

EW 5" BEND

\_RnAn

CLIENT

l:ROSSINf;

WORKl\H~ FASFMFNT

11.50m WATER TRAl~SMISSION PIPELINE

/4 SECTIJ\J LINC: OR PROPERTY LINE

TYPICAL ALIGNMENT DETAIL / SCALE: N.T.S.

NEW CULVERT

1 /,I SECTION LINE OR PROPERTY LlrJE

r l 17

~--------"~A~TE~R~T~RA~"~S~M~IS~S~ON.:_~Pl~PE~L~N~E---~J22 . 5 0 5.00 1 /1 SECTION LINE OR PROPERTY INE

I TYPICAL ALIGNMENT DETAIL

SCALE: N.T.S.

NORTH RED DEER RIVER WATER SERVICES COMMISSION

WATERLINE ALIGNMENT

STA. 25+559.10 TO

STA. 29+ 100.00

ALBERTA

PRO,JFcT RC\/. l\JD.

IF WATER TRANSMISSION PIPELINE CONTRACT No. 2 3333-2-104 2 ~ 6

._______ __ ____. ..___ _ ______..L______i.::::_____L ~

(/) fTl LO

I N 01 I

EX. TELUS CABLE I .OOm MIN SEPARATI N

GA P PELINE CROSSlr~G No 1 Cl CROSSIN'.:; SE DWG. 3333-2-113

__ , __ - __ , __ , __ ,

NFVV ."'innmm0 \/.l'\I v-:::- --C::i A jlJ+~U.ti~)

t3Y_)ASS ON lASI SllJ=-(SIA 30+9U6.~c) \

,-E:< TELUS CABLE / 1 OOm Mii\ SEPAR.6.T ON

I I I I

I EX. TE US C.'13LE_/

1.UUm MIN ··r_f-<tl.f-.iAI IUN

:;;::: I

!~I I fTl c

l E; j TFI US C::ARI F ,{GAS/ ROAIJ No. 1 04 CROS 11\G S[[ DWG. 33 3-2-113

L, __ , __ , __ , __ , __, __ , __ , , __ , __ , - -j--, __ ,

__ , c--c--c--c\

29+000 29+700

I GP5 PIPELINE CROSSING No.1 C2 CROSSINC

GAS P PELINE CROSSING_/ No.1 U..'.i C~:.JSSING

SEE DWG. 333,3.-2-113 SEE DWG. 3333-2-. 13

EW CULVC:RT

MILTON

PROPCRT LI\[

I j I Sim WATER TRA'5NISSION PIPELll"' ZO.SOrr

S.SllJ-----------P-'O_P_E-RTY_ L_IN_E _________ J TYPICAL ALIGNMENT DETAIL

SCl\LE: l~.T.S.

I N CJ)

I .p..

CU.VERT

I I I I I I

BEND_)

I J' BE~C

COLl\ITY cor~l\JECTIOl\J STJI. ,'iO+n·1.'i_ 7q SFF COMFC-ION DFTAll 2A

GAS P PELINE TE_US CABLE CRCSSING No.105 CR:J5SING SFF nwr;_ .l.':.l.'i 7- 14

(/) fTl

PROPERTY LINE

.\> ...>

SCALE: N.T.S.

I .p..

I t.J (}l

\------------------------------------------------------;;>-------------

__ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ , __ , __ - __ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ - __ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ , __ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ , _

HIGHWAY 2

~EW CULVERT

GAS PIPC:L llE & TELUS CABLC: CROSS NG r\Jo., 07 CROSSING

Sec DWG. 3333-2-114

, __ , __ , __ , __ , __ , ____ , __ , __ , , ___ , __ , __ , __ , __ , __ , __ , __ , __ __ , __ , __ , , ___ , __ , __ , __ , __ , __ , __ __ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ , , __ , __ , __ , ___ , __

LEGEND

--c--__ , __

• --0/~

__ , __

CULi/CRT

TElvlPORARY VJO~KINC EASEMEl\JT L MIT PERljENANT PIPELllE R.O.IV.

EXIST NG ~ATUR/l.L GAS PIPELINE EXIST f\IG 3URIEJ TELEFHOl\JE LINE EXIST NG TEL. PEDEST,\_

CXIST NG JURID "GR[ OPTICS CAGL[ FXIST NG OVFRHFAD ::ir,wFR I INF

EXISHIG J~DERGR:JUND POWER L llE [XIST NG ::icwcR POL[

BLOW OFF \/~LVC:

06/03/03

05/04/0,J

J5/02/10

J4/12/20

MILTON

PRJPERlY LINE

1ln ~ ~------~w-A_ll_N~l<-AN_,_,_is_,_,u_N_e_,_~,_,_,N_, _______ _J

~ PRJPERlY LINE

TYPICAL ALIGNMENT DETAIL SCALE: N_T.S

rRJJ[CT f\lo. 033333 lf\JITIALS

DR.tw\11 BY W. WQrjG

RECORD DRAWl~JCS F.r;. B.B. DFSIGlffD FY C.G. I C.M. I

CO~JSTRUCTIOI·~ SSUE W.W. B.B. CHECKED BY K. CH'NG

BID ISSUE W.W. B.B. 1\PPROVED BY B. BIRCH

FRELIMNARY ISSUE W.'/V. B.B. APmovrn DY

l\[\llSIOr\J cY Arr. SCALE 1 :2000

DATC ~rcN ~

/ ~ L GI/\;;:,°'\ /~"'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl'-J\ ~ W 2ooc o·· oc CO U- Dote: w- L- ~ f77 J

'~R"''''° C 2:1 f ~ O' ._\>{ \~~ ~ ~

CANADllAN r1ACllllC RAILWAY

STAMPED AND SIGNED

Re\'ision

DLAIR G. DIRCI I

IC BEND I /

10" 3E~D

SCALE N.T.S.

CLICNT

CONTRACT No. 2 ..._____ __ _____,

WATERLINE ALIGNMENT PLAN

STA. 29+ 100.00 TO

STA. 32+200.00

DRAWlllG NUMBC:R RC\/. l\JD.

3333-2-105 2

SI IC=T

"' I c-

00 w CL w w 0

"' w > 0 u w

°" CL

NEW 45· MJ BEND

fNEW CU_VE'IT '

0--0--0--c--P_IF~LINE R£tiJtii 7 ET '1c--o--o--o--c o--c--o--c--c---c--c--c--c--c--c--o--c--c,--c--c c--c--c--c--c--c--c--c--o--c !

PRJ:::i:::RTY LINE

'[W s· GENO (STA 32+574)

21.48rrii I ~~--------"W"-AT"'E"-R-'T'-'RA'"'"-S'-'M"'IS°"Sl"O"-N _.P-"I P_.E"Ll"-N E._ ______ JO. r "

PROPERTY LINE

TYPICAL ALIGNMENT DETAIL Sf-:AI F: N_TS

TFI US CARI F C'<CSSl~C \Jo.1 0!3 CROSSlf\JG

S[[ DWG. 3333-2-114

MATCH LINE STA 33+ 750.000

z r1 N N

I N ())

I j::.

~I r11

~ -ELUS CABLE & ROAD\11/.1\Y CROSS f\JG / No.· 09 CfiOSSll'-G

I SEE CWG. 3333-2-11G

I N m I

: · I rm I I "1' / ~.-.~·-·~-•~.c V--. I

\ NEW 22.5" MJ 3ENO- --c_· __ .

z r1 N '-I

I N m I

() ---~ ,-~

COVE'< 6ETVIEEl1 2.80n1 AND 4.00rr1

,-~ ,.-

' '!ARIES

L 15.00m

WATER TRA~JSl\.llSSl'.J\J PIP=-LINE

PIPELlr1E RIGHT-OF WAY

WORKING EASEMENT

TYPICAL ALIGNMENT DETAIL SCALE; 1\.-.S.

------

::::r a.so,,

J1150rr

~--------------------

· 5.00m WORKING EASEME\ff

·4.oom 20.00m w . .;-ER T°'ANSMISSION PIPELl\JE

PIPEL NE RIGHT -OF WAY 6.0Cm

VARIES

1/4 scc-101~ LIN[ OR Pf'CPCRTY Lli'I[

TYPICAL ALIGNMENT DETAIL ::JC1\LE: ~J.T.S.

,:l ' .. , I [ - - - - - ) - - - - - - - - - - - - - - - - - - - - - - - - - _·,".·_··.,~.... - - -;_1_ - - - - - - - - - - - - - - - - - - - - - :~ '~~/l[/,~C:::~('~,:'"1':-~'~"J::''~"~~~llb:t:~:::::::::~::::::::::::::;::::::::~::~::~::::::::::::::j;:::::::::::::':":'°~"::::::::::::::::::::::::::::::::::::::::::'~"·:·o:o::::::::::::::::::::::::::::::::::::::::::::::::::::'":'":'°:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::":•:""'.::::::::::::::::::::::::::::::::::::::':":'°:"::::::::::::::::::::::::::::'~:":'°:::;:::::;;:::::::;;;::::;;;::;;;;::::J:'~:":'"JJ:::::::::::::::::::::::::::::::::::::::::::::::::::::::~':"•:oo:o :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::'~~-:oo:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::":":"°~::::::::::::::::::::::::::::::='=IE~W::::::5~C~·O~m:::::ni:$:,,:p=R~2~5::::::P'=JC:::::F=l=P~c~- =N~E::::::::::::::::::=:'~:'°:':::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=::::~~~~~~~~ + r Ol z

l±:=-,;--~=-=-,,--~=-=-·=-~=-=•=-'=-=-=r='~=-r=''=='F/ ~~~C.0--,-~~-~-~G-O~V-,-T~R-O_A_D A LL 0 w AN c E ( u ND Ev E LO p ED) -- I -- , -- , ~ ~

LEGEND

--o--__ , __

• --0/~

__ , __

I a ,,_-------------------~-----------------------------------------------------------------------------~-------------------------------------------------------------------------------10

PROP:JSED WATER TRA,ISIJ SSl:Ji'- PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERJjENANT PIFELllE fi.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST f\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDESTA_ EXIST NG JURID "GR[ OPTICS CAGLE FXIST NG OVFRHFAD ::ir,wFR I INF

EXISHIG J'DERGR:JUND POWER L flE [XIST NG ::icwcR POL[

--/-- lXIS I ING 1-lNCl

EXISTING CULVERT EXISTING TREE LINE EXISTING STREET LIGHT

BLOW OFF \/ALVc

06/03/03 RECORD DRAWl~JCS

05/04/0·J CO~JSTRUCTIOI·~ SSUE

J5/02/10 BID ISSUE

J4/12/20 FRELIMNARY ISSUE

DATE l\[\llSIOr\I

rRJJECT f\lo.

DR.twvfl BY

F.r;. B.B. DFSIGlffD PY

W.W. B.B. CHECKED BY

W.W. B.B. 1\PPPOVED BY

W.'/V. B.B. APmovrn GY

cY Arr. SCALE

033333 lf\JITIALS DATE

W. WQrjG

C.G. I C.M. I

K. CH'NG

B. BIRCH

1 :2000

~rcN ~ / ~ L GI/\;;:,'\\

/~"'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ W 200" 0" QC (0 U- Dote: w- L- ~ f77 J

'~R";~;'° C 2:1 f ~ O' ._\>{ \~~ ~ ~

STAMPED AND SIGNED

Re\'ision

DLAIR G. DIRCI I

CLIENT

PRO,JFcT

CONTRACT No. 2 ._______ __ _____,

STA. 32+200.00 TO

STA. 35+650.00

DRAWl~"G NUMBcR RC\/. l\JD. SI IC=T

3333-2-106 2 ~

:6 ' .

NEW 45· MJ BEND

NEW 45" MJ BEND

) 7, LC

EX. TELUS PEDESTAL

END OF CURVE

ROADWAY GAS CROSSING No.136 CROSSING SEE DWG. 3333-2-121

NEW 45· MJ BEND

NEW 5" BEND

Cflt--------+------~~-----~--------------1--~-------~

~r--~"~"---~i..... '-" -.J + (J1 f---.J (J1

(J1 (J1

305.41m-650mm¢ HOPE DR11 PIPE (STA 37+575.55 - 37+880.96)

\ NEW COMBINATION AIR RELEASE VALVE #9 (STA 37+898.21)

1 4 SECTION LINE OR PROPERTY LINE

VARIES

8.50m 20.00m WATER TRANSMISSION PIPELINE

PIPELINE RIGHT -OF WAY 11.SOm

15.00m WORKING EASEMENT

~-------------------

1YPICAL ALIGNMENT DETAIL SCALE: N.T.S.

MORNINGSIDE

NEW go· M BEND

\ N 22.5" MJ END

LEGEND

-c--_,_

• -Ji--

END OF CURVE

"? \ ~6'

\ Ji'"

END OF CURVE

PROPOSED WATER TRANSMISSION PIPELINE TEMPORARY WORKING EASEMENT LIMIT

PERMENANT PIPELINE R.O.W. EXISTING NATURAL GAS PIPELINE EXISTING BURIED TELEPHONE LINE EXISTING TEL. PEDESTAL EXISTING BURIED FIBRE OPTICS CABLE EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND POWER LINE EXISTING POWER POLE

NEW 500mm¢ DR25 PVC PIPELINE

VARIES

20.0Dm

15.00m

EXISTING FENCE EXISTING CULVERT EXISTING TREE LINE

EXISTING STREET LIGHT BLOW OFF VALVE

ROADWAY, TELUS CABLE CROSSING No.110 CROSSING SEE DWG. 3333-2-115

1/4 SECTION LINE OR PROPERTY LINE

8.50m WATER TRANSMISSION PIPELINE

PIPELINE RIGHT-OF WAY 11.SOm

WORKING EASEMENT

2 06/03/03 RECORD DRAWINGS

1 05/04/06 CONSTRUCTION ISSUE

0 05/02/10 BID ISSUE

A 04/12/20 PRELIMINARY ISSUE

No. DATE REVISION

EW 22.5" MJ BEND

GAS PIPELINE & TELUS CABLE No.111 CROSSING

CROSSING

SEE DWG. 3333-2-115

PROJECT No. 033333

DRAWN BY W. WONG

B.B. DESIGNED BY C.G. I C.M.

B.B. CHECKED BY K. CH'NG

B.B. APPROVED BY B. BIRCH

B.B. APPROVED BY

APP. SCALE 1 :2000

INITIALS DATE

EE CONNECTION DETAIL 2A ACT LOCATION TO BE 125

D ERMINED IN THE FIELD

NEW 90- MJ

I I I I

NEW 90- MJ BEND

GAS PIPELINE CROSSING No. 113 CROSSING

SEE DWG. 3333-2-116

ROADWAY, TELUS CABLES & GAS PIPELINE CROSSING. No.112 CROSSING SEE DWG. 3333-2-115

29.83m AUGER CROSSING

CONSTRUCTED WATERLINE WITH 3.0m MINIMUM COVER WITHIN ROADWAY STA 38+586.000 TO STA 38+600.000

~ 'C.NG/t\tf.: ,s'?' STAMPED ~

i/f AND SIGNED y

(/) By-CANDICE E.. GOTTSTEINl W . CD \..I- Dote: 2005-02-09 ["?

~Revision: 0 ~ O' ..,,,.

STAMPED AND SIGNED

By : BLAIR G. BIRCH

Date : 2005-02-09

Revision : __ ~o~---

NEW 90" MJ BEND

Ill f NEW 45· & 11.25" MJ BEND

EX. GAS

-- ------------------

GAS PIPELINE CROSSING No.114 CROSSING SEE DWG. 3333-2-116

15.00m WORKING EASEMENT

WATER TRANSMISSION PIPELINE 20.00m

PIPELINE RIGHT-OF WAY

VARIES

1 /4 SECTION LINE OR PROPERTY LINE

PROPERlY LINE

WATER TRANSfJISSION PIPELINE

11.SOm

4.5mi l 201.5m----------"""'-="'-'-"'""----------J25.00m

__ PROPERTY LINE

1YPICAL ALIGNMENT DETAIL

CLIENT

PROJECT

CONTRACT No. 2

SCALE: N.T.S.

WATERLINE ALIGNMENT

STA. 35+650.00 TO

STA. 39+200.00

DRAWING NUMBER

3333-2-107

REV. NO. SHEET

LEGEND

--o--__ , __

• --0/~

__ , __

TElvlPORARY VJO~KINC EASEMEl\JT L MIT

PERljENANT PIPELllE R.O.IV.

EXIST NG ~ATUR/l.L GAS PIPELINE EXIST f\IG 3URIEJ TELEFHOl\JE LINE

EXIST NG JURID "GR[ OPTICS CAGL[ FXIST NG OVFRHFAD ::ir,wFR I INF

EXISHIG J~DERGR:JUND POWER L llE [XIST NG ::icwcR POL[

l~EW 500mmii'J VALVE BYPASS VALVE 01~ ::::AST SIDE

BLOW OFF \/~LVC:

r-BURIEJ

I , I '!

'/. I ,

GAS P PELINE CROSSll'G ~Jo.11 6 CRCSSINC SEE D'NG .. 3."3-3-3-2-116 2L.84r1 ALGERED CROSSING

----- ----------------

· 5.0Dm WORKING Efl.SEYIENT

20.00m PIPELINE RIGHT -a=- WAY

VARIES

1 )4 s::c-10N LINE OR PROPE~TY LINE

TYPICAL ALIGNMENT DETAIL SCALI:_: ~J. I .S.

2 06/03/03 RECORD DRAWl~JCS

I 05/04/0,J CO~JSTRUCTIOI·~ SSUE

0 J5/02/10 BID ISSUE

A J4/12/20 FRELIMNARY ISSUE

Ne. DATC l\[\llSIOr\J

11.50m

F.r;. B.B.

W.W. B.B.

cY Arr.

rRJJ[CT f\lo.

DR.twvfl BY

nFSIGlffn FY

CHECKED BY

1\PPROVED BY

APmovrn DY

~IJ Brno

033333

W. WQrjG

C.G. I C.M. I

K. CH'NG

B. BIRCH

1 :2000

45· M._J BEl'JD .--------

~EW BLOV)'.AFt~---_ STf~~ +811.75

~~ _____. _____.

lf\JITIALS DATC

---------------------

15.COm VYORKING EASEMENT

11.SOm WATE~ -Rf'.NSMISSION l'IPELINE

20.00m Pl:JFI 11\JF RIGH--OF WAY 8.5·Jm

VA111CS

1/4 SECTION LINE OR :JROPERTY LINC: ---cc-=== ----. --~ ' - ' ----==< '___- G __- ~ ----~ - ~ ------- G - ----- ~ -----,~-= -~ __- G

~G------G _ __-G------G

-.,---=----} -----+---1

~rcN ~ / ~ L GI/\;;:,'\\

I~'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ w 200" Q'" QC co U- Dote: w- L- ~ f77 J

'~p";';'" c 2:1 f ~ O' ._\>{ \~~ ~ ~

I I I I

STAMPED AND SIGNED

By : ___ DLA_l_R_G_._D_IR_C_l I __

Date : __ ,_1_1C~_-_<_:/_-1_:~--

Re\'ision 0

16.00m

CROSS NG

I 5· BEl1J_;

PIPELINE RIGf--T OF 'N,A,v - -

9.50m WATCR T~Ar~SMISSION l'll'[_IN[

l Pl:i[LIN[ RIGll--01 WAY AND 1/4 SCCTION LINC OR Pl>CPCRTY Lli'I[ :l.::JOrri

ALIGNMENT DETAIL SCALl: N. I .S.

CLICNT

CONTRACT No. 2 ._______ __ _____,

5' B::::ND

45· MJ

STA. 39+200.00 TO

STA. 42+600.00

DRAIA/lllG NUMBC:R RC\/. l\JD.

3333-2-108 2

SI IC=T

I 4J' MJ BEND__)

r NEVI COMBINl\TON AIR RlLlASl Vl\L\ll STA. L2+ 794.JS

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N lJ1 I .,,.

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--------- ---- --------

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WATER TRANSIVllSSIDN Pl:iELINE 20.00m :i1PFI INF RIGHT-OF WAY

VARI CS

1 /4 SECTIO~~ Ll~~E or:; PROPC:RT'r' LINE

TYPICAL ALIGNMENT DETAIL SCALE: N.-.S.

VARll:.S

20.00m

1::>.0:J11

T~EE & CREE , :ROSSll\G JFEN CJT

1/4 SECTION LINE OR PROPERTT LINE

FIPELl~JE RIGHT OF 'NAY

W.I\ ER TRANSMISSl:J\J PIPELIN:.

WJRKING ~SEMENT

TYPICAL ALIGNMENT DETAIL SCl\,L[: N.T.S.

LEGEND PROPJSED WATER TRANSi! SSIJ' PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERljENANT PIFELllE R.O.IV. -- o -- EXIST NG ~ATUR/l.L GAS PIPELINE -- ' -- EXIST l\IG 3URIEJ TELEFHOl\IE LINE

• EXIST NG TEL. PEDESTA_ EXIST NG JURID "DR[ OPTICS CADL[

-- o/-P--- FXIST NG OVFRHFAD ::ir,wFR I INF

-- c -- EXISHIG J'DERGROUND POWER L flE .PP [XIST NG ::icwcR POL[

11.501

8_50ri

11.50m

__ , __ lXISllNG

EXISTING EXISTING

1-lNCl CULVERT TREE LINE

BLOW OFF \11\LVc

4.s· & 22 2.s·~

'1J u'u \

OIL PIFELll"C: R/W ( 772 1364 )

CO~JSTRUCTIOI·~ SSUE

A J4/12/20 FRELIMNARY ISSUE

Ne. DATC l\[\llSIOr\I

TELUS CABLE & OIL Pl"ELINE '1/W C'iCSSl~G No.118 CROSSlhJG. S::.:E DVIG 3333-2-117

I lLU~ & CIL 4::i.9jm AUGCJ~lU C~iJ'.::i~IN::.;

GAS PIF[Llf\J[- OP=N CUT

4J I OOV

ROADWAY CROSSlr~G Ne. 11 s______.../ SEE D'NG. 3333-2-117 J 1 .24r1 Al_ GER CROSSING

\ COUl1TY cmlNC:CTION ~ SEE CON~IEC-ION OETAIL

TRAl\SMISSIDN LINC 11./\V CROSSING Nc.120 CROSSll\JG

SEE DWG. 3333-2-117 CPEN •:UT

OIL f--'l_)Cllr~l -.?../IN ( 11:52 CSJU/ r, PIPELll1C: R/IV ( J02 1058 )

""-- -- -- -- -

~~--...._-----EX. PO\/li'ER POLE

.,,. N I

N Ul I .,,.

l/) r1

.,,,. N I

N Ul I .,,,.

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1/4 SECTION Ll~~E OR PROPE~TY LNE

VII.RIES

P FELINE ~IGHT -OF WAY 8.50m 20.COm

WATER -R.11.NSMISSIO~~ PIPELINE 11.50m

15.00m WORKING EJl.SE\llEl~T

_! ____ ---- ------------

TYPICAL ALIGNMENT DETAIL SCALE: ~l.T.S.

, __ , __ , ___ , __ ,_

, __ , __ , __ , __ , __ , __ , __ , , __ , __ , __ , __ , __ , __ , __ , __ , ___ , __ , __ , __ , __ , __ , __ , __ , __ _ VARIES 1/4 SECTION LINE DR PROPERTY LINE

'\_______ ~"°'. P PELINE R/W CROSSING l\Jo.122 CROSSINC

SEE CWG. 3333-2-118

rRJJ[CT flo. 033333 l~JITIALS

DR.twvfl BY

F.r;. B.B. CG. I CM.

W.W. B.B. CHECVEO BY K. CH'NG

W.W. B.B. 1\PPPOVED BY B. BIRCH

W.'/V. B.B. APmovrn DY

cY Arr. SCALE 1 :2000

~J BrnD

DATC ~rcN ~

/ ~ L GI/\;;:,'\\ /~"'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ L.LJ 200'- 0'" QC [O U- Dote: w- L- ~ f77 J

'~R";o;'° C 2:1 f ~ O' ._\>{ \~~ ~ ~

STAMPED AND SIGNED

Re\'ision

DLAIR G. DIRCI I

l/l r1

.,,. N I

N (.J1

I .,,,.

I _! ~'~~--A_A_,~

-+---- - -- - - -- - - -- -- -- -- -

15.00m

?O_OOm

VARIES

CLICNT

FIPELINE RIGHT-OF WAY

WATER TR.l\NSMISSION :::ilPE_INE

1/4 SECTION LINE JR PROPEF<TY LINE

TYPICAL ALIGNMENT DETAIL SCALE: \J.T.S.

STA. 42+600.00 TO

STA. 45+900.00

RC\/. l\JD.

VARIES

(/) ;;;:: );!~ _...o U1 I +r <D -oz 0 r'l

ASSOCIATED ENGINEERING IF WATER TRANSMISSION PIPELINE

CONTRACT No. 2 3333-2-109 2 ~ 6 "-------------' 11...__ _ ______..L______i.::::_____L ~

FUTLRE 30JmrT1r;!l . LAERAlCBY OTH ERS) .

PIPELINc, TELUS RAILWAY CROSSll1G N0.13c CROSSING S[[ DWG. 3333-2-121 51.311 ALJ'.:;[11 CROSSl~~c;

NE31 42~25~4

\J ~ SEE co~~ECTION DE-/1IL

/\ \ \~NEW BLOW OFF ASSEM3LY

R/W :ROSSll'.G No.127 CRCSSING

SEE 01/v'G. 3333-2-119 ,-0«:i

~- ------------------

1 '"i [J[]rn WORKING EASEMEl\T

11.50M \/l'f\T""R TRANSVI SSION PIPELINE

20.00111 l'll'CLIN[ RIGllT-01 VvAY 8 50m

VARlf-'.--;

114 SECTICN LINE JR PROPERTY LINE

TYPICAL ALIGNMENT DETAIL SCALE: \J.T.S.

LEGEND PROP:JSED WATER TRANSi! SSl:JI'. PIPELINE

-- -- TElvlPORARY VJO~KINC EASEMEl\JT L MIT

PERl~ENANT PIFELllE R.O.IV. -- c -- EXIST NG ~ATUR/l.L GAS PIPELINE - ' -- EXIST l\IG 3URIEJ TELEFHOl\JE LINE

• EXIST NG TEL. PEDESTA_

CXIST NG JURID "GR[ OPTICS CAGL[ - o/-P--- FXIST NG OVFRHFAD ::ir,wFR I INF

- c -- EXISHIG J~DERGROUND POWER L flE .PP [XIST NG ::icwcR POL[

BLOW OFF \/ALVc

MATCH LINE i::i.uum WORKING EASEME\JT STA 50+600.000

11.~0m

WATER T~Ar~SMISSION PIPE INE 20.0Cm

Pl PCL I\[ II GI IT -01 WAY B.5Cm I

I VARIES

2 06/03/03

0 J5/02/10

A J4/12/20

Ne. DATC

114 SEC-ION Lll\JE OR PRCPERTY LINE

TYPICAL ALIGNMENT DETAIL SCALE; N.T.S.

NW32 42-25-4

;- lffW 400rrno DR9 HOFE DR9 PIPUllE / 939 .. 8rr HORIZONTAL DIRECT NAL D'11LL I (STA 49+86L.79 TO STA 5D+803.97)

NE32 42-25-4

\'. I ___... - - - • - • • - ~~-~- ~~-~~~~ i!!!....J~ .... ~~-._. • .,_,..,...,..._~ • ._..-._...,...,..._. • .._ • .._..,...,."""l~-"--'-!!....!""""""""-~-._.-._...,...,...__.._~-'--""""""""--'•~--..,...,...._~-"-o"-"-'-",.;, __ ..._.-_,!S",..;;~~~[";;;;..""'!~""500...,..-.w::::...:clio::::iiiiiiiio~--=--..--.::::-~O.:-:.-..-..-""'"' .biiiDo<..:'ii'iii'iii'iii~' oc::.-..:-~iiL'..i' ••••oliL:-:m-.:::-::o-..:..'i.iii--..--..--..-~c::-..-c::-..-L:Ji.•-

,1 c--y--c--c--c--c- c--c--"~ "--( o '"t ) - - - -

c--c--c--c--.--G~~--c--c--c--c--c--~ ---:--_;_.~ ~~G-

- - I ~ ___... .. ~ ---------- \

,,....._ 0 w Q_

w > w 0 z ::::J ......,,,

w u z <(

3 0 _J _J

0 <( 0 Ci:'.

> 0 <.:J

49+700 49+800

NEW :300mm¢ DR18 P\/C PIPELNE

~~-,~·1-

\ \ ! \ I \ / I I ! I ) ~

-f\IEW 4;~~~rnvJ --------

DKg HrJJ-.l[ P/P[L!f\lt:. ~c+100

~TELUS CABL:=.: CROSSll'JG No.128 CROSSING

SEE DWG. 3333-2-119

HOR ZONTAL DIRECTIOflAL DRILL

SW32 42-25-4

flEW 22.5' MJ BEllD

------, __ ,_".i!,Er..- \\

g \____A ~o r1rELINE CROSSING

N .129 CROSSING S E D\V::;. 3333-2-120

H RIZONTAL DIRECTIONAL DRILL

"" n 0 (lJ

I I ~1 1 LJ

I I I I I I I I I ~TN __ , --WOcnm A.C. W'Tf% --M __ ' --M ---<- M -

SE32 42-25-4

,-----f\JF\'V COMRINATl:)I\ AIR

I RlLlASl 'JAL'Jl #1 L STA 50+872.47

OJ NcW 22.5" MJ BEllD ---, co

I ELEV 824.li7 90" ~J B ND

- - - --+--+- ------ J \'

\ \ z /

z "1 (,.J

.p. N I

N Ul I

RECORD DRAWl~JCS

BID ISSUE

FRELIMNARY ISSUE

W.W. B.B.

W.'/V. B.B.

rRJJ[CT flo.

DR.Av\fl BY

CHECKED BY

1\PPPOVED BY

"' N en

033333

CG. I CM.

K. CH'NG

B. BIRCH

AUGER ED U~CER HYDRN, T LEADS \/1/l-HOUT CASING 0.30m VERTIC~L SEPt,RATION ~~/\INT/1INED

1/4 SECTION LINE D~ PROPERTY LINE

WATER TRANSM SSION PIPELll\E

1/4 SFrTlnN I INF il~ PROPFRTY I ll~F

TYPICAL ALIGNMENT DETAIL SCA_I:.: N.l.S.

l~JITIALS DATC ~rcN ~

/ ~ L GI/\;;:,'\\ I~'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ L...LJ 200'-- 0'" QC [O U- Dote: w- L- ~ f77 J

'~R"l;I'° C 2:1 f ~ O' ._\>{

HIGHWAY & -ELUS CABLE CROSSll\J::; __/ Nu.130 ~ROSSl~G SEE owe. 3333-2-120 38 50m AUGERED CROSSING

-1'>N I

N Ul I

STAMPED AND SIGNED

By : --~D=LA~IR~, ~G~. =°'~RC~ll~_

Dote : -~/~(i=C~~-~C/~-~l:~"--

Re\'ision : __ ~O~---

MATCH LINE STA 51 +650.000

CLICNT

L0 () :r: 0 0

PRO,JFCT

unrr R L2 470~

~1===~;::::]j"cl!!1uT[:• Fm'

STA. 49+000.00 TO

STA. 51 +650.00

\~~ ~ ~

l\[\llSIOr\J cY

APmovrn DY

SCALE 1 :2000 ASSOCIATED ENGINEERING IF WATER TRANSMISSION PIPELINE

CONTRACT No. 2 3333-2-111 2 ~ 6 .______ __ ___, 11,...__ _ _____L,,,______i.::::_____L ~

LEGEND

--o--__ , __

• --0/~

MATCH LINE STA 51 +650.000

~TELUS CABLE CROSS 11G lh. 32 CROSSING

SEC: CVIG. 3333-2- 20

SEE CONNECTIJ' DETAIL STA 51+838.49

CC,ITROL ::JClf\IT

"I "I "I "I "I "I

"I "C 'ADIUS "I 'I "I "I "I "C ~ADIUS

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3: :r: l'.J

2'.J+;::J'.J2.9G

L5+812.38

25+83'1.20

2G+040.97 ?6+066.41

26+432.98 26+912.70

71+360.35

27+665.64

27+365.64

I\/ A 27+379.73

28+055.99

28+259.75

28+283.37

I\/ A 28 I 444.41

28+3D0.55

Ll:J+ciUU.'.J'.J

3(1 I i]·J8.22

30+028.34 jLJ+J//./j

30+446.13 31+;::)12.44

.J1 +8,J0.7fi

32+02'1.8·1

JJ+239.G4 .l.l+,-ifi.'l .. 14

31+089.72

J4+':l2J.49

35+ 7?8.63 35+8·;)3.63

35+905.66 35+':134. ·14

36+188.22

36+8·J4.24

37+242.21 37+352.69

37 I ::i40.01

37+872.97 j j +d'::J4. ·1 Cl

38 I 342.53

38+432.84 .38+452.64

38+::i60.78

J8+0.30.89 ."39+.3,57.1 0

39+0.31.07

39+ 757.43 4Cl+670.9R

40+338.54 40+,360.56

l'IORTH I 'IC G.318910.28J2

5819169.6941

5319188.2529 5619:'.GL. I JOO 5il 19.~?i5.76fl 1

5819697 .54j8

5319E99.82JJ 5870447 .458,)

5.320451.1982

5820451.1982

5.320772.2169 5520J3L.8560

5820427 .2595 5.520427 .2595

5820515.3076

5820525.4826

5820525.4826 5521196.6584

58205'.JL.94j 1

5.520118.2655

-':idLU/11:::\.Lti'.J'.J

5822125.!J1C•4

5822146.0452 -':i.::>LL4~-':i.4L'.ol /

5822562.1923 ;JE32JS9 1 .86'.J;J

5E\2.3865 .2490

582'1561 .3856

582525L.5721 :1."'J7.'l,: n.l .. 'l 7. l n 5825366.1520

5E32G199.9172 58?7C05.0517

5527170.04J9

5827178.5920 5.527198.82J6

5827379.3463

5827,38L.916-J

5827822.8746 5527823.3929

582782L.2716

5.52511 o.6355

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582851 L.4787

5B26S1L.91'.::16 .s.>j2c;.i:=:·1.s.u·1 ·14

5828c23. I 518 G.328C4J.2G20 5,529449.47.'59

5.3296'13.1391

5B29(4L.29J9

5R::30757.7~J15

5830270.21j1

5830285.8600

PROP:JSED WATER TRA,ISIJ ssrn, PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERljENA,IT PIPELllE R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST l\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDESTA_

EXIST 'IG JURID 'IGRE OPTICS CAGLE FXIST NG OVFRHFAD ::ir,wFR I INF

1/4 SECTION Ll~IE OR P~OPERTY _INE

WATFR TRAl\c;M1c;c;10N PIPFI l~JF

1/4 SECTIOf\I LINE OR P~OPERTY _INE

TYPICAL ALIGNMENT DETAIL SCJl.LE: N.T.S.

E,\STINC 20421.3697 LU419.'373;

20'131.3'17£:

20540.JBGO ?CJ,5,";J.46::3 I

20746.2522

21225.9680 7·1 ???.J571

21225.7971

71225.7971 21433.6030

214C5.5226

21598.6505

21782.4155 218Cj.7314

218C3.7314 21482.5357

21949.Jl 25 220'.:::2.564E,

2LU2'.2.'.Jti4b

22045.5061

22045.4052 2LU4J.b'.JJL

22058.497(1

223~;:). 6381

22427.2241

22615.6256

228C1.G15..'.1 7.lll:R.'1777

23632.;1007

23G29.1051 ?3675.4457

23624.5035

2363J.270j

236'.:::j.3Q9J

23832.1145

24448.11 02

24446.1228 24526.6052

2474J.J205 2491 j.5052

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2526j.152S

2~26J.J906

L52f0.61JIJE1

25260.J011

25435.3G26 ?6044.1551

26056.5067

26071.9932

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206.7771

25.4J95

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479.7213

747.6452

5.7891

0.0000

390.3488

0.0000 203.7695 23.6' 99

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317., 717

0.0000 14U/.O/'l:J

20.1261

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1 066.318D

288.31 68 724.0767

711.807·1

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833.7739 S00.' 428

I 64.9935

12.0314

28.4760

254.0861

61 6.0208

437.9628

I I 0.4837 187.3176

332.9640 21 .2' 40

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19.7979 1 08 · 4Cl9

20.1'03

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19.3.9644

173.3635 803.5492 17 5600 22.0, 49

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L3+098.65

LJ+1C3.33

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LJ+1.5,:LJ2 L3+1 /(1.36

LJ I 192.29

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LJ+44b.::l I

L3 I 481.20

LJ+5C1 .32 LJ+bL:J.2U

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L5+1~S.22

L5+9 /6.13

L6+0C3.J5

L6+015.01 L6+141.65

L6 I 162.66

L6+3/6.3Q LO+.'::i/.'::,_')t\

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L8+69J.28

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19+112.69

L9+172.G9

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2 06/03/03

0 J5/02/10

A J4/12/20

Ne. DATE

P-~~ABLE CROSSING ~ Nc.133 CROSSll1G 0< S[[ D\VG. 3333-2-121

NORTH INC c.~STINC CIST1\11:E S8JOS2'.J.7792 2EJ09.S671 247.9103 58307U1 .8242 ?E484.1378 139.9739

58jQ80 I .2533 26582.6596 75.,1230

5830854.6567 2((135.7190 1 JB.8234 58.:,CJ96j_67R5 )f,6:'i5.14L4 15~J.71::30

5831072.SL24 26743.2606 1 ?0.74DO

58,.::;,1073.J884 2E663.9S97 5.9686 5831073.4105 ?61'169.9683 ?J. I 1 6,J

58,,51073.4262 26690.C5L6 771.4510 5831073.S92' 2161 '.5354 116.7661

58J 1156.6229 21694.CJ67 364.5760 5831521.1874 21690.8S84 24.9765

58j1533.8618 21712.4201 5.2796 5831536.SL 10 21716.9694 9.8383 58j 1541 .5335 21725.4469 21.1 551 5831552.2687 21743.E158 1 5.3886 58j1561.600" 21759 . .5209 17.0473 58315?0.2508 21774.2102 21.9225

58j1581.j754 21793.1003 239.683?

5831 821 .0585 21792.9393 15.0003 ::itlJ18JO.U-'::il:::\8 LI /c,JL.SJLSIJ j4_,Lj,Lj

58318?0.2!] 1' 217!J2.IJC163 20. 1 227

5831890.4138 27792.8S28 1 JI .8747 '.::)t:;J'l ldldL.Ltll:l-':i LI /!:L2.~LL4 'I L.Fl.J.::;

58,,52005.0123 21792.8158 2J0.9769

583220'.J.S89' 27792.E609 1 J6.00DO 58.~,2.3, 1 .S89 - 21 ;92.f097 .JB.J.-31 '12

5832695.2916 21795.C"l I 7 151.-1136 58,_:,287G.;J66 21796.1 S72 1 J6.05G4 ,")fl:-z,7qri7 ;q,1n 7/;qfi.lf,71 R .. 14fiR

58j2991.1398 21796.1617 37.7111 583,.'.i028.U540 2J79G.15LO 152.7G35

58,~,]181.6174 ?1796.1104 17.609?

583j199.2267 21796.1(153 122.77·;)0

58,,53322.0057 21796.C ;03 2J6.2925 58JjL68.0L8' 21!:'.4' ./693 836.9149 58j4304.418. 2JS7' .9683 26.9172

5834331 .JJ52 21!:'.7' .9366 14.954J 58j4346.2892 2JS7' .9190 1 ?9.6463 5834L?5.S354 2Ji::'.7' ./664 1 5.0089 58,,54L90.SL43 2JS7' ./487 215.6433 5834706.5879 21!:'.7' .4SL9 197.2775

::itlJ4SIUJ./JUU L!S0/8.l::!U14 ')'.JU. 1 8.'::il:::\

5835103.S 157 2;C7!J.C288 3J.3374 56J'.::i134.25J' 2JS79.C632 799.51 '.JCJ SC:.3.59 .3 .3. I 6 7 6 L;i;.71j_9;·1.3 8:_14 . .5232

5836738.2902 2JS80.8850 237.1399 ~8j/Q2'.J.4JOO 2/S::S'.2111 468.9695 58.J7L5.'i.U9(]" 2E l 7.J.f667 6.4-377

53,,::;.71 58.9608 28176.3(186 0.0000 58J7L58.S608 2E 175.3085 58.:,/R.J 1 ./713 ? I :i:'iR.1.:,60 61 9446 58J7L87.2770 28188.8865 58375' 6.3776 28199.52L6 0.0000

RECORD DRAWl~JCS B.B.

CO~JSTRUCTIOI·~ SSUE W.W. B.B.

BID ISSUE W.W. B.B.

FPELIMNARY ISSUE W.'/V. B.B.

l\[\llSIOf\I cY Arr.

.,,. (;<

I N U1 I

w > <l(

<D '1"

COflTPOL Pl PC R;\DIUS

Pl Pl Pl Pl Pl Pl Pl r1 Pl Pl Pl Pl Pl

Pl Pl Pl Pl Pl Pl

rRJJ[CT flo.

DRiwvfl BY

CHECKED BY

1\PPPOVED BY

APmovrn DY

L-,"--"' -_/--· --" \__ EX. WATER RESERVCIR

ST;\ 10~1 'IORTHlllC E!5TINC DIST/\hCE 49+2J4.G4 G837G16.3776 28 ·199.G246 C.DOOO 49+234.64 5837516.3776 28199.5246

l'I//\ 5837829.0711 273,13.8528 9.6J35

49+2J9.44 5837520.8870 28201.1728 4g+?44.?4 58375?5.414~ ?8?07.773,) CO JOO

49+244.24 5837525.4143 28202.7733 261.9059

49+506.14 5837525.53.::iO 28464.6792 19.9090

49+576.05 58375?5.544? 78484.588? 769.5164

49+ 795.57 5837525.6679 28754.1046 19.6890

49+815.26 5837523.5899 28773.683,3 292.1568

5iJ+ 107 .42 5837492.8456 29064.2182 225.2469

5iJ+332.66 58375.::i5.43,36 29280.5957 146.5645 5iJ+L79.23 5837596.1654 29421.3877 323.4247

5iJ+802.65 5837919.5912 29421.4042 261.1131

51 +063.77 5838180. 7043 29421.417:i 10.B91j

51 +074.66 5838190.7333 29425.6563 24.3315

51 +098.99 5838213. ·150J 29435.1261 236.1568 51+335.15 5838449.3038 29434.9974 .::5.61 Di::'.

51 I 370.76 5838484.8687 29436.8649 11 .4304 51+382.19 5838496.28.34 29437.4643 2.4369 '.J'I +Jl:::\4.09 -'::il:::\Jl:::\4Slti.jU:J;:J 294j9.90J2 LSJL.U /66

51 I 678.76 5838408.0547 29734.0278 IJj.5781

51+772.34 5838499. 7976 29827.6021 :;35.4115 '.JL+JU.1./'.J -':il:lJldUJ'.J. ·1 '.:JI 4 LldtlJ ·1. 'I J-':iO "I UJUU

52+308.75 5839036.1974 29831.1424

1 :2000

DATE 033333 l~JITIALS ~rcN ~

/ ~ L GI/\;;:,'\\ I~'?'- ST AMPED ~\~

~I i/-f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ L1J 200'- Q'. QC co U- Dote: w- L- ~ f77 J

'~R";~;'° C 2:1 f ~ O' ._\>{ \~~ ~ ~

CG. I CM.

K. CH'NG

B. BIRCH

STATIOl'J Fl FVATIO~

?5+559 10 84?. 19

25+562.13 842 12

25+562 13 845 08 25+563.69 8,12 35 25 I 563.69 845 06 25+817.17 843.JB ?5+999 R5 84,). 17

20+000.tltl 84j 1 o 26+01 j 39 8,12 68 26+105.83 842.64 26+106.8' 842.60 ?fi+4,)0 q7 840.?7

26+437.67 840.26 26+916.86 841.29 27+657.44 838.75 27+659 19 842 6.

27+659 JS 841.7'

27+66.!l 09 838 61 27+666.78 838 86 27+696.84 838.65 ?7+698 RO 2g+~98.04 84J.6j 23+613.7~

23+ 754.63 843.70 25+ 790.20 843.26 ?9+ 7qn 7")

23+796.75 2g I 802. 75

25+814.27 25+830.96 L~+939 67 847.37

2H939 67 850 53 2H949 08 847 35 2H9683" 847.22 .ll+O I :'i 7CJ 849 66 jJ+01 J.82 846.22

3J+013.88 816/ 0 30+042.44 846.07 30+061 32 844.98 .ll+CJ04 fi.'i 84:1 .'ln 39+906.35 845.67

31 I 666.65 841 .30

31+673.12 841.J'

31+685.98 748.65 31 +697.89 841 .97 33+21,I H 838.55 33+227.76 838.93 33+230.J' 841.L2 .ll+7:'i0.~7 84?.7R J.J+2JO. /8 8-59.00

33+230.87 838.56 33+546.38 844 74 34+068.65 .1")+677.77 84:'i Ofi

35+719 18 842.87

351835.19 845.27

36+220.08 846 16 36+837.34 846.L.

37+275.84 848.34

STAMPED AND SIGNED

Re\'ision

DLAIR G. DIRCI I

rJFSCRIPTICf\J

osbuilt

asbuilt 500 valve

500 dia valve (:irnd·J

asbuilt b'·~css vclve 150 dia bypass valve osbuilt elbow osbuilt ·D·nt

osbuilt flex r,ipe

osbuilt flex pipe asbuilt flex r,jpe

osbuil l elbow (voo'lical~ nsh1Jilt Plhn'JV

asbuilt elbo"JV asbuilt elbow

asbuilt elbow ton of blowof~

150 dia blow off valve asbuilt elbo"JV

osbuilt tor cc5inc osbuilt top cc sing osbuilt elbO'N asbuilt elbo"JV

asbuilt elbO'N asbuilt ccc:inq i11v osbuilt ccsi11n inv Rlhnw elbovv

osbuilt asbuilt CO\I 8 as :J.Jil~

(grnd)

(grod)

cav 8 as :::>Jil~ ri'Tl (arncl

asbuilt elbow asbuilt elbo"JV /00 rlin C:OIJn~\' c:nnn vnlvro (nrndJ

asbuilt erd nipe

asbuilt tee asbuilt elbow osbuilt elbow ")00 rlin vnlvP

150 dia bypass valve asbuilt elbow

usUuil l elUu\111 asbuilt elbow asbuilt elbO'N

asbuilt elbo·w

asbuilt elbow 150 Uiu lilcwurr vulvc (r:r-1UJ

tnr, of hlnwnf~

asbuilt tee

asbuilt tee asbuilt elbow elbow n~h1Jilt Plhn'JV

asbuilt elbo·w

asbuilt elbow osbuilt elbo"JV asbuilt elbow asbuilt elbO'N

STATICN

43 I 172.6" 43+ 173.G9 43+191.0"

43+236.94 43 I 289.28 43+290.25 43+598.L4 45+'.J99.L/

43+604.33

43+606.88 43+606.9'

44+U99.1 SJ

15+030.99 45+234.G7 4h+R~q 77

46+909.13 46+913.14 46+913.14 4B+ 795.55 49+J1 /.LJ

4CJ1317.L7

49+317.68 49+325.85

49+326.20 40 I 326.LO

49+326.LO

49+336.22 4Cl+337.25

49+337.25 49+JJtl.1 u 19+339.38 19+312.5'

49+345.76

49+349.84 49+864.79

50 I 523.85 50 I 552.64

.50+803.97

.50+872.L7

50+872.L7 51+132.88 51+165.83 .51+~'15.78

51 +448.38

51 +838.L9 .s·1 +8J8.L9

.51 +838.50

51 +838.54 .'°17+? 1.1 .. 'i.'i 52+213.33

.52+216.28

52+369.L.

ELEVl\T m' 837.42 837 .49 836 19 837.84 837 7' 837 G9 836.23 8jb % 836.92 836.45 836 67 (:ljj /b

825.03

828 17 Rl ."i 70

813.47 813.93 81 G.83

801 .87 so4.oj

805.28 801 5· 804.84 804.70

801.48

801.98

804.78 801 .39

801.52 ClU4. /2'

801 .27 801 .27 801.3" 804.73 808 17

825.99 825.49

874.47

827 .87

824.67 823.5'

823 65

837.07 839.43

836.5'

R4Fi ?7 843 20

846.27

839.58

CESCRIPTIO~ STATION

c:::bui t elbow j/+j9'.:J.J4

cc:bui t elbow 37 I 3G7.80

c:::bui t eod casing 37+575.55 cc:h1Ji t Rnrl cnc=1n1J 37+6.38 9.3

c:::bui t elbow 37+673.67 cc:bui t elbow 37+810.74 csbui t stub 7:i7+R45.54 csbui t valve 37+880.96 csbui t eod casing top 37+891.60 c:::bui t elbow 37+893.38 csbui t tee 37+898.21 csbui t cosine 37+898.21 csbui t elbow 38+. 23.81 c col.Jui l ell.Juw -5ts+L1'.:J.'.:J1 c2bui t top of c:·:is"rg 38 I 405.54 rc:h11i t r.n~in!J inv 38+410.37 CCV 1 , asbu"l1 3B+411 15 CCV 1 . r·i Tl (,-ITC'\ 38+ 111.15

38+513.53 .'\R+551 7.'i

csbui t 5CO e lboVv 100 blcwott (o-ndl

top cf blowoff 38+6~ 6.17 38+676.00 .39+498.86

39+525.85 39 I 676.33

csbui l 1 t";O valve erdcasin·;j .3(10 dia valve to ponoka (grnd) cc:bui t poncka tee

39+802.76 j9+82 /.60

csbuit ooncka vclve

150 dia bvnass valve (rrnd'

c:::bui t hoCeri-::i tee .3Q I 855.L3

csbui l hoCerTEJ slub 41 +263.74 41 +265.70

11 +560.39

cOO dia valve

csbui t 5C0-300 reducer csbui t 3CO e lboVv

csbui t 3CO e I bow 41 +669.67

300 dia main valve 4l+R1175

41+811.75

41 +823.LG

41 +944.99

csbui t end flex pipe

c:sbui t flex pipe c:::bui t flex pipe

c::::bui t end flex pipe 42+691.30

CCV 1 2 ri 'TI 42+ 794.05

CCV 1 2 u~Uu"l l 42+ 794.05

csbui l elbow 42+808.09

csbui t elbow csbui t casino elbow

csbui t 3CO valve 300 dia countv valve (arrdl csbui t eop

coobui l lee I elbow rrv n ri 'TI

CCV 13 osbu.lt

300 dia valve erd pipe

CLICNT

ELEVATIO~ DESCRIPTIC'I elbow

bei;iir1 llex piµe begin curve

crd curve beqi11 cun1e P.lrl C":IJrVP.

erd fl ex pipE

858.07 150 die bypass val·ve (qrnd) 857.SJ 500 die vol'1e

855.21 CCV 9 asbuilt 858.39 CCV 9 rim 853.02 C!:':bLilt elbow tl!JL.S:4 csbLilt elbow

853.29 C:CbLilt elbow

857.27 courily slub 856./7 200 die county conn valve (g·nd) 853.22 C:CbLilt tee

el Uuw

R .''i.'l _ fi fi ('.~hi. ilt P.lhow

852.53 C<:bLilt casing

852.49 csbLilt casinq

8L7.51 csbLilt cosing 8L 7 .85 CE:bLilt casing 8LJ.64 C2bLilt elbow

6L3.77 C2bLilt cosing 8LJ.6/ CE:bLilt casing

8L 1 .JO C2bLilt elbow

637 .60 500 die vul'1e 837.!8 150 die bypass valve

834.64 C::ObLilt elbow R.""'iR . .'17 t C'.l[l cf hlownff

838.51 150 die blowoff valve (grnd) elbow

835.66 osbuilt casing 843.97 asbuilt elbow

844.20 cav . 0 as :::>Jil~

847.50 GOV . 0 ~jm '.grnd) 844.21 osbuilt elbow

WATERLINE ALIGNMENT

STA. 51 +650.00 TO

STA. 52+250.70

RC\/. l\JD.

CONTRACT No. 2 3333-2-112 2 26 J I ._______ __ _____. ..___ _ ______..L______i.::::______J 1 2

LEGEND

• __ ,,~

T . I I

l20.12Tl

rn rn 3 BU'\IED TE_EFHO\JE CA:JLE •----------------

rn rn 3

NEW 500mm 0 0125 PVC PIPCL NE

DETAIL PLAN SCA_E: 1 I OCO

rEX GROUND

2 er: • ::x 64-nm¢ P E ~ ~§ ·3AS PPELINE ~ u =~

----o,,---------~,~~c+-------------------0~ ~RI - cc

PROF SOOmmti DR25 PVC PIPELINF

OPEN CUT ::;o~~ST'\UCTION

CROSSING PROFILE SCALE: HDRZ. 1: I OCO VERT. 1: 100

848 CARRIE~ PIPE S:JECIFICAT ON:

r.nl\TF~JTS POTA3LE W.11.TER l\JSIJE CIAM 504.70'Tlm

WALL THICKN::ss 2 l .9mm

8 46 SPEC.. DR25 PVC OPCR.jMA.:l(. ='RCS.: c::::;o r;Pu/11 JG <\Pu

PPCTECllON: NIL

. (// I f...

LOCATION PLAN 5CL\LE: f\.T.S.

'W10 41-26-+

l~.R.D.F.W.S.C.

-------

W/,TER -RANSMISSIO~I PIPELl~IE - COi\ T~/\CT l\o.2

CROSSlf~G PL/\f\I - f\lo. 101

ATCO "IPELINE

1,_P_R_OJ_'_C_T_l_W_. __ o_J_JJ_J_,J SCALE

DATE 04-11-29 tis SHOWN

A:::JPR:JV:O:D DWG. ~·lo. JJJ:::-CR-101

ASSOCIATED ~---------------------------------------------------------~~-------ENGINEERING

0 64rr1m ~P. G.11,S ~IPELll~E o--o--o--•

3URIED TELEPHO~JE CABLE

DETAIL PLAN SCA_[: 1: I OCO

"'z en ro I <D

"' v:~ '\" ~6 ~

844 --trrci ==~========~~~~~§2;;;;;==::========~ 844 New soorrmi;i 0 ~ Rl~ f'VC PIPl:LIN-

Ol'CN CUT 80~JSTIUCTION

CROSSING PROFILE

CARR IF~ PIPF S::JFCIFICAT ON·

COl\TErns

l\JSIJE CIAM

WALL THICKrf::ss

SPCC.:

OPER./Ml\Y'.. :>RES.:

PRCTECllON:

SE"O 41-2"-"I

POTA'll F Wll.TFR

504.7011m

21.9mm

DR25 PVC

eso l<l'a/1136 <l'a_

NE1V <1-ZS

,,_________,/ =, I;

LOCATION PLAN SC/'.\LE: r,.T.S.

l~.I\ .D. R .W. S.C. WATER -RANSMISSIO~I PIPELl~.IE - COi\ T~ACT l\o.2

CROSSllolG PLA,N - ~lo. I 03

ATCO 'lrELINE

l"ROJC:CT r~o. 033333 SCALE DATE 04-11-29

PS SHOWN

A::iPR'.JVC:D DWG. f'lo. 3333 CR 1 OJ

SCALC: I l·JRZ. 1: I OCO VCRT. 1: 100 ASSOCIATED ~---------------------------------------------------------~~-------ENGINEERING

PROP:JSED WATER TRANSi! ssrn, PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERIJENANT PIPELINC: R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST f\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDESTA_

CXIST NG JURID "DR[ OPTICS CADL[ FXIST NG OVFRHFAD ::ir,wFR I INF

EXISHIG J~DERGROUND POWER L flE [XIST NG ::icwcR POL[

--<-- lXISllNG 1-l~JCl

EXISTING CULVERT r-~~ EXISTING TREE LINE * EXISTING STREET LIGHT

~ BLOW OFF VALVC:

06/iJ3/C3 RECORD DRAWll~:s

05/DS/1: R=VISIO\J I

05/04/0,J COP·JSTRUCTIOl\J SSUE

JS/02/10 BID ISSUE

J4/12/20 FRELIMNARY ISSUE

DATC r?C\llSIOl\I

rROJCCT f\lo. 033333 l~jlTIALS

F.K. B.B. DRAWl•I BY W. WOl'G

C.J. G.D. DFSIGlffD FY CG. I C. \II.

w.w B.B. CHECKED BY K. CH'NG

W.W. B.B. 1\PPRO\/ED BY B. BIRCH

W.'N. B.B. APPROVCD DY

cY Arr. SCALE AS NOTED

I l2J.12m 1 "'z <J) °'

1 L" ! ~~m_l.0_. Gf_S _PIF_Eq\J_E_,_J._~--•--•--•--1 '

~ BURIED OE_EFHO•IE CA3LE )

~~GWTROA~ R/W~~~~-i 29+5oJ ~08;~--,,========;;;;;;;;o;~29~+~o~o~c:;;;;;;;;;================== !~ .:::,/ 0 - 1 ROr-5D Omm ~IPEOl\l t:_

~-----Crn'C--~ J~----------1~~-----~ ~ /

DETAIL PLAN SCALE; 1o1 000

"'z <J) "' 1~ -""O

852-------------------------

850----------------~~·FX-l:;ROCN"'=-=====-===========--:=

1---- --------- -------------~-- -----;,;;x -TE-LU_s_EccX-::TELUS

CAB_E CABLE • • • ::x 19Tlmv" P

848----~--+---------=--,"gF~AS-P-P"CDl\f·L~-------------;;;: ct:: L;-

r.1 ~ 8:J ~

_--;:::::::::~~~- L§~-~~======~~~~~~~~~~~~~~==::::~~;;;;~~ '/. D~Z5 pVC l-'IPELIN

E::::~::::.::::::::::==~~==~~cc~~~~~~~:ll'~;·~================~ 846 \-, NEN "00~rn 846

I OPE~ CUT CO~JSTRUCTICN I

844-1-=~~~~~~~~~~~~~~~~~~~~==1 844

CROSSING PROFILE SCAL::: -iORZ. 1:1000 VERT. 1:100

CAR°'IER PIPE S:JECIFICATION

Cf:iNTF~ITS POTABLE 'N,'1.TER l\JSIDE DltiM 504.70mm

WALL TH CK'~ESS 21 .9mm

SPEG.. DR25 P\!C

OPCR/MA:<. PPCS.: 6:::i·J r'.Fu/1 'JG -\Pu

PFOTECTIO~J: NIL

LOCATION PLAN SCALE: N.T.5.

N.R.D.R.W,S.C

'O 41-26-4

NE10 4'-,C-

\!/1'\TER TFA~ISYllSSIOf'I PIPELl~IE - CCNT~1\CT No.2

CROSSll~G FL/l.N - No. 102

ATCO PIPELINE

1,_P_R_O_JE_C_T_l_W_. __ o_J_JJ_J_,J SCALE

OP.TE 04-11-29 AS SHf:i\llJN

b,P:)RO\/ED D\VG. Ne. JJJJ-·:::R-' CZ

ASSOCIATED ~----------------------------------------------------------~---------ENGINEERING

5.1 Sm

DETAIL PLAN SCAL[: 1: 1 000

N U1 en ro I _..en

~J[\/v 500mm ¢ DR25 r-'IC 1-'lf-'lLINI:_

20.12Tl c;ov·-

846-------------==~R~OA~D~R27WVCj:::-----------~ 846 I

r=-X GKUUl\JLJ

844~~~~~-1------------~-==-===~~~~1======~-~~~--~~ 844 EX 3Znm.:i IP GIS PIPELINE e e EX TELEPHCf\IE •EX GAS PIPELll~E

~ 2i ,--- CAJL[

"~ 842 -------1----~E~-1~-----------------842 u~ Q~

840-~============N=W~c~OO~m=m~¢~D~R~'5~"V~C=P~P~C~Ll~NF::======:~v._ 840 I 01'[\J CUT CO~JSTRUCTICN I

CROSSING PROFILE SCAL=: IORL. 1:1000 VCRT. 1:100

CAR'llFR PIPF S:JFCIFICATION

CONTE~ITS

l~SIDE DlflM

WALL TH CK\JE5S SFCC.:

OPER./MA:<. PRES.:

PFOTECTION:

POTA81 F 'N,'\.TFR

504.70mm

21.9mm

DF25 P\!C

6_50 _ l<r'a/1_" 36 <l'a

LOCATION PLAN SCALE: N.T.S.

N.l\.D.l\.W,S.C \l/,il.TER TRAf\ISVllSSIOf\I PIPELl~IE - CCNT~ACT f\lo.2

CROSSl~~G FLAN - f\lo. 1 QL

ATCO r1rEL1NE / TELUS I GOVT ROAD R/W

l'ROJECT ~~O. O:C3333 SCALE fC.S SHO\lliN D.Ll.TE 04 11 29

6.P"'RD'VED DWG, Ne. 3333 CR "C4

ASSOCIATED

_J REDUCED ORA WIN

I DO NOT SCALE

~----------------------------------------------------------~---------ENGINEERING

ST AMPED AND SIGNED

Revision

DLAIR G. DIRCI I

IF ASSOCIATED ENGINEERING

CLlrnT

NORTH RED DEER WATER SERVICES ALBC:RTA

FRO.I FU

WATER TRANSMISSION

CONTRACT No. 2

RIVER COMMISSION CROSSING PLAN - A

DPAWll~G NUMDm RC\/. l\J'.J. SI IC=T

PIPELINE 3333-2-113 3 h 26

LEGEND

~I --o•~

DETAIL PLAN SCALE: 1:1000

844 ~~~~~~~~~~~~~~~~~~~~~~~~~- 844

rEX GROLND

842 EX TELE:JHO~JE\ rD-: 1'1m'TI¢ IP 842 ----~+---•CAQ ~b 7-GAS~IP.:;l: I N &-----------------

~ e: \.' • EK 1'.:lOmm\l HP Ji 2; ~ i§ GAS PIPELl\JE ~ c 2;=

E~ o o~ Q

-----;====::l=======~~·~tt· ===========:=================:: 840 840 l~EW 500mm;;l PIPELINE

838 838

OPEN CUT CDl>JSTRJCTION

836 ~~~~~~~~~~~~~~~~~~~~~~~~~- 836

CROSSING PROFILE SCALE: HDR:Z. 1: 1 OCO VERT. 1: 100

C.l\RRIER PIPE SPEC FICA-10~~: CJN-ENTS:

lliSIOE Jlt\11'1:

WALL Tl llCl(~J[5:J:

S::JEC.:

OPER./IAAX. FRES.: PROTECTliJI~·

S[[ DCTA L ='LAN

NC9 41-16-4

POTABL:: VJJl.TER :':04.7rTm

2" .9rnm

l''YC CR25

6_50 KPa/1136 ~:Pa

SEl5 41-16-

LCT 10

l~.R.D.F.W.S.C. W/,TER -RANSMISSIOf\I PIPELl~IE - COi\ T~/\CT l\o.2

ATCO ::::>IPELINES / TELUS CABLE

,._P_R_O_J_::c_T_r"_o_. __ o_J_JJ_J_J_, SCALE

DATE 04-11-29 tis SHOWN

lt-A_"_P_P_OV-,-0--------j DWG. r•lo. JJJJ-CR-105

ASSOCIATED ~--------------------------------------------------------------~--------~ENGINEERING

CANADIAN PACIFIC RAILWAY

SCJIL[: 1:1000

~ EX TELEPHONE CABLE

::> 5 ~· Ji D =6

• l:.X 1 OUmm\il Hf-' GtS PIPELl~JE

rEX GROJl~D

~. u ?'~ ---~··-1---6-Si-1---------------------------

0~ -lf

l~EW 500mm:>l DR25 PVC PIPELINE

\ \ \ \

I 840 ________________________________ ___, Ol'[N CUT ::;o~~STIUCTION

CROSSING PROFILE SCAL[: I l·JR:Z. 1: I OCO VCRT. 1: 100

C.i\RRIER PIPE SPEC FIU\-IOrt

COl~-ENT5:

INSIDE Jl/'.\lvL

WALL THICl<~IESS:

s::iEc.:

OPER/l~AX FRES ·

PROTECTIDI~:

SEO: DETAIL P_ ~f"'""

POTABL:: Wfl.TER ::04.711 Ill

2" .9mm P'JC CR25

6_50 KPa/11_36 KPa

9jj LOT I

NE15 41-:6-+

SCALE: N.T.S.

l~.I\ .D. R .W. S.C. WATER -RANSMISSIO~I PIPELl~.IE - COi\ T~ACT l\o.2

CROSSlf,IG PLAN - f\lo. 107

TELUS C.~BLE / ATCO PIPE_lflE

l"ROJC:CT r~o. 033333 SCALE DATE 04 11 29

flS SHOWN

DWG ~lo. 3333 CR 107

PROP:JSED WATER TRA,ISIJ ssrn, PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERIJENA,IT PIPELINC: R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST l\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDEST.\_

CXIST 'IG JURID "DR[ OPTICS CADL[ FXIST NG OVFRHFAD ::ir,wFR I INF

--<-- C.XISllNG 1-l~JCl

~ BLOW OFF V~LVC:

06/03/03 RECORD DRAWl~JCS F. r;.

05/04/0,J COP·JSTRUCTIOl\J SSUE w.w

J5/02/10 BID ISSUE W.W.

J4/12/20 FRELIMlflARY ISSUE W.'N.

DATC r?C\llSIOl\I cY

rROJCCT l\lo. 033333 l~jlTIALS

DRMVl•I BY W. WOl'G

B.B. DFSIGlffD FY CG. I C. \II.

B.B. 1\PPRO\/ED BY B. BIRCH

B.B. APPROVCD DY

Arr. SCALE AS NOTED

~~~~~~~R;J~o,~~t_~~~~~~~\_~~~~~~~~~~~~~~~~~~

~EW :iOOmmol DR25 PVC PIPELIN ~""'::--":::_"':::::~"j '~ r ~ ~f'·

DETAIL PLAN SCALE; 1;1000

~-t3--G--O--O-W

GAS PIFELl~IE R/W- :::l ( E127 C.T. J

~~~~~~~~~~~~~~~~~~~~~~~~- 850

CARRIER PIPE SPECIFIC.11,-10r1;

COl~TENTS:

11\SICE Dl."IM:

W"ILL Tl llCl".f\[5S:

SPEC.:

O"ER./MAX. FRES.; PROTECTIOr~·

POTAELE WJlTER !:04.7Tlm

21.9mm r·vc DR25

350 K::ia/1.136 KPa

SCALC:: ~.T.S.

N.R.D.R.W.S.C. \!//\TER TFA~ISYllSSIOf'I PIPELl~IE - CCNT~1\CT No.2

TELUS Cl\3LE

,,_P_R_O_J_EC_T_r1_0_. __ o_J_JJ_J_J_, SCALE

O.ll,TE 04-11-29

AS SHf:i\llJN

ro-~-P_"_R_O_VE_D _____ ---j D\VG Ne. JJJJ-·:::R-· CG

'~AS P PELI N ~ R/W' 8127 ET )

• \1 l+---L ~~~~~~~-1-~~~1'---~~----1,~,~ 1~~~~~~~~~~~~~~

~~~~~~)~~~~~~~~~~~

~ ~ r.fi(.t::S::::--..y NEY,, 500mm¢ CR2::i PVC Pl"ELINE_j-'i+COO

DETAIL PLAN SCAL[: 1:1000

~~~~~~~~~~~~~~~~~~~~~~~~~- 844

c::======---.=---=====================~==z~;-=E=X=G=R=CU=N=D-~==::::::c:::o~~~~---==- 842 -~----~------

z Si a:: • TFI US CtJ31 F • •GAS PIPELINE

c!5 ~ =: iS ::x TO:LEPHOr~E ----•o:J--0------Z ·i=---Cf.\BLE-------------------

N E i£ o" q~

__ .::::~ ::::::::====================~';EW;:::5~00~m~'~'~OR~?~5~P~V~C~P:rP~E~U~NE:_ ___ ~~====::::~~ 838 I OPE\j CUT cor·J~TRUCTICN I

CARRIER PIPE SPECIFIC.11,-101'1:

COl~TENT5:

11\SICE DI.LI.Mo Wll,LL THICl-'.f\ESS:

SPEC.:

O"ER/MAX FRES ·

PROTECTIOI~:

I If;/ I /)!

'"' ,:1f I If("",,,

I/ I "~ f /Ji 41-~ 6-4

--iii!~;~ LOCATION PLAN

SCALC:: ~.T.S.

SE'7 41-20-+

N.l\.D.RW.S.C. \l/,il.TER TRAf\ISVllSSIOl\I PIPELl~IE - CCNT~ACT l\lo.2

POTABLE WflTER !::04.7·11111

21.9mm P'JC DR25

085. K::ia/1.136 KPa

CROSSlr~G FLAN - No. 108 TELUS C.~3LE/ ATCO PIPELINE

l'ROJECT ~~O. O:C3333 SCALE O.L\,TE 04 11 29

fC.S SHO\lliN

6.P:::oRD'VED DWG, Ne. 3333 CR • CB

ASSOCIATED

_J REDUCED ORA WIN

I DO NOT SCALE

~--------------------------------------------------------------~--------~ENGINEERING

~"NG~ / \ L //i;p. '' ;/_,'?-"' '(,: '\. I C:T STAMPED 'Fl\

~f (;.f AND SIGNED y ~ (/) ::Jy:C/'.\NDICE ~- GOTTST~IN\ ~ t2. )ate: 2oo:i-02-os m J~

\ ~ ,,,;,;,, c :2J f ~ O' ~Yf \ / ~,~//

ST AMPED AND SIGNED

Revision

DLAIR G. DIRCI I

CLlrnT TITLC

NORTH RED DEER RIVER WATER SERVICES COMMISSION CROSSING PLAN - B

ALBC:RTA

FRO.I FU DPAWlr1G NUMDm RC\/. 1\1'.J. SI IC=T

CONTRACT No. 2 3333-2-114 2 h 26

LEGEND

• ~"

• { I 61

'>--''

[~ f~ f~ ·"

NZ m,,., I N

-t>- N I

TREELINE

°'"' IN -t>-"'

I -t>-

EX GROUND~

DETAIL PLAN SCALE: 1 : 1 000

GOV'T ROAD R/W

20.12m I

°'""' 1N -t>- .....

I -t>-

GOV'T ROAD R/W (UNDEVELOPED)

2m WORKING AREA

---~-1---------&X-TEhEPHGlNE-..,=;=----------------~ ll:: CABLE zZ

w ~2 E1J: E;:: ~u o o<

ti ~ 8:i

-~::d:====~~~rn""NEW~~"~iiis=F~~~~~;;d~842 \ NEW 500mm91 DR25 PVC PIPEl:.INE

Q OPEN CUT

CONSTRUCTION

CROSSING PROFILE SCALE: HORZ. 1:1000 VERT. 1:100

SWIH 41-H-4

SEE DETAIL PLAN

MEZI 41-M-4 """'l-ft-4

A1-? -A LOCATION PLAN

SCALE: N.T.S.

N.R.D.R.W.S.C. WATER TRANSMISSION PIPELINE - CONTRACT No.2

CARRIER PIPE SPECIFICATION: CROSSING PLAN - No. 109 CONTENTS: . POi:A.B.LI;:. \111\T[~. INSIDE DIAM: 504.7mm

TELUS CABLE / GOV'T ROAD R/W

WALL THICKNESS: ~1.9mm 1._P_R_O_J_EC_T_N_O_. __ 0_3_33_3_3_, SCALE AS SHOWN SPEC.: . PyC DR25 DATE 04-11-29 OPER./MAX. PRES.: 6.50. ~l?q/1.1;3\3 ~~q . lt-A_P_P_R_OV_E_D _____ --i DWG. No. 3333-CR-109

PROTECTION: . NIL

ASSOCIATED ~--------------------------------------------------------------~~--------ENGINEERING

l~ I I

(EX GROUND

• - ~ w

E b 0 • u 0 N i5 rn

-[I 'I

~~ co Z< ~ -i <~

20_12m

• EX TELEPHONE

• CABLE

.:=5 Ex 64mm0 IP >F GAS PIPELINE E~ 0

i5 ~-0':- rn ·W

-" I NEW soommtl PIPELINE

p - ~~'.?!~.~--T€LEPHbNE CA ··----~·1.

NW36-41 26-4

852 ~1-~~~~~~~~~~~~~~~~~~~--,. 852

OPEN CUT CONSTRUCTION

850 ----------------------~ 850

CARRIER PIPE SPECIFICATION:

CONTENTS: INSIDE DIAM:

WALL THICKNESS: SPEC.: OPER./MAX. PRES.:

PROTECTION:

PQTA.BLE WATER .. 5Pf._7mm

41.9mm

.1'.'YG .DR25

SEE DETAIL PLAN

CROSSING PLAN - No. 111

ATCO PIPELINE / TELUS CABLE

PROJECT NO.

APPROVED

033333

04-11-29 SCALE

DWG. No.

ASSOCIATED

AS SHOWN

3333-CR-111

~--------------------------------------------------------------~~--------ENGINEERING

PROPOSED WATER TRANSMISSION PIPELINE

TEMPORARY WORKING EASEMENT LIMIT

PERMENANT PIPELINE R.O.W. EXISTING NATURAL GAS PIPELINE

EXISTING BURIED TELEPHONE LINE

EXISTING TEL. PEDESTAL EXISTING BURIED FIBRE OPTICS CABLE

EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND POWER LINE

EXISTING POWER POLE

EXISTING FENCE

BLOW OFF VALVE

06/03/03 RECORD DRAWINGS F.K.

05/04/06 CONSTRUCTION ISSUE W.W.

05/02/10 BID ISSUE W.W.

04/12/20 PRELIMINARY ISSUE W.W.

DATE REVISION BY

PROJECT No. 033333 INITIALS

DRAWN BY w. WONG

B.B. APPROVED BY

APP. SCALE AS NOTED

+ NEW 15m WORKING AREA ~~-~

'------

NEW 500mm" DR25 PVC PIPELINE

DETAIL PLAN SCALE; 1: 1 000

~--------------R0A~·~-----------------~ 858

R/W 21 21m

I LX GROUND 856

------E- -1>!,-------~ - •EX TE~LE~P~HO~N~E--------------&j 8 ~ fS---CABLE 854 N ::::.~

E• ~g ~m

~OOmm¢-DR25-PVe-PIPEL'./N£

21.21m

] 5¥13!141-n-<.

CONTENTS: ... POTA.B~I;: .Wl\T~H INSIDE DIAM _504._7rn_n:i

WALL THICKNESS: 21.91"!'m.

SPEC.: PVC _D.R2~

OPER./MAX. PRES.: .. 5.20. ~J?q/1.1JP.KPq PROTECTION: NIL_

-41-18--4

CROSSING PLAN - No. 11 D

TELUS CABLE/ ROAD PLAN

._P_R_O_J_EC_T_N_O_. __ 0_3_33_3_3_, SCALE

DATE 04-11-29 __ A_P_P_R_O-VE_D _____ --i DWG. No

ASSOCIATED

AS SHOWN

3333-CR-110

~--------------------------------------------------------------~. ________ ENGINEERING

NEW 500mm" DR25 PVC PIPELINE

"'z m,,., I V<

-t>- U1 I

GOV'T ROAD R/W (UNDEVELOPED)

I~ " II

0/f'--- 0/f'--- O/F----9---- 0

1 Sm WORKING AREA

°'""' IN ~ !.. TREE LINE

TREE LINE

·~ :;

5.02m 11 O.OOm

-!--t+-ffi~-!1--li-

DETAIL PLAN SCALE: 1: 1 000

NUl m:E 1~

-t>- I -t>-N

5.00m cri I 20. 20m 1 O.OOm 5.00rn

856 --1-~EX=G=RO=UN=D --ll-lf- -oo~~:7f=l-!-I --------- 856

EX 50rnmlll HP ~ GAS PIPELINE

J5 6 CABLE ~ t5 CABLE ~ 0 :::!:~

•EX TELEPHONE CABLE

-----+ ffi---EX- TELEf"r.JONE-• - • - I•-EX- TELEf"r.JON

852 - - ~

NEW 500mrnfl DR25 PVC PIPELINE

29.83m ~-----------+--.A~GER--t-----------------

W /CASING

42· 6-4

SEE DETAIL PLAN

NWJ9 41-JG-4

41-? -4 A1-?n-A CASING WALL THICKNESS 9.52mm

\~1,--~-PROPOSED CASING SPACERS (SEE SPECS.)

--lftll::::-PROPOSED PIPELINE (SEE SPECS.)

END VIEW CARRIER

PIPE & CASING SCALE: N.T.S.

CASING PIPE SPECIFICATION:

INSIDE DIAM: WALL THICKNESS:

PROPOSED 844.55mm l.D. STEEL CASING

f!4_4,55mm

.9_.~2mm

PIPE SPECIFICATION LENGTH:

2~ 1 r.J~a. .M.IN. YIELQ .S!~ENGTH

MATERIAL:

PROTECTION:

CARRIER PIPE SPECIFICATION: CONTENTS:

INSIDE DIAM: WALL THICKNESS: SPEC.: OPER./MAX. PRES

PROTECTION:

.... SJEEL

.... NIL

i:'Qi:A.BJ-E WATEf3. .. .59t.7mm

~1 .. 9mm ..

i:'VC. DR25

,5_40. ~f'.'q/1136 ~f'.'q .

..... NIL

ATCO PIPELINE / TELUS/ GOV'T ROAD R/W

PROJECT NO.

APPROVED

033333

04-11-29 SCALE

DWG. No

ASSOCIATED

AS SHOWN

3333-CR-112

_J REDUCED ORA WIN

I DO NOT SCALE

~--------------------------------------------------------------~•--------ENGINEERING

:,,,.. t:.N Git\{~·: (jJ-'<(' STAMPeD ~

i/f AND SIGNeD y (/) By· CANDICE E. GOTTSTEIN I W . CD \..l- Dote: 2005-02-09 fr? ~Revision: 0 ~

PeRMIT NUMBeR, P3979

ST AMPeD AND SIGNeD

Revision

BLAIR G. BIRCH

2005-02-09

CLIENT TITLE

NORTH RED DEER RIVER WATER SERVICES COMMISSION CROSSING PLAN - c ALBERTA PROJECT DRAWING NUMBER REV. NO. SHEET

3333-2-115 2 h 6

CONTRACT No. 2

LEGEND

• -"

• { I 61

·r-1-i

[~ f~ f~ ·"

"' "' "' ,., I "' ..,.1 .... "'

19mmGl.P. GAS PIPELINE., __ , __ ,

TREELINE

GOV'T ROAD R/W ajP--- o,.....______ a{f'------ ojP--- ojP--- oJP--- aJP--- O/P---c~ ojP--- OJP--- OJP--- a/f'-

"' "' "' ::;: 1-... I ....

"' DETAIL PLAN

SCALE: 1 : 1 000

(_EX GROUND

--=~===::::::::::--==========~=r=======- 858 EX 19mm¢ IP

-- • GAS PIPELINE z ~

~6 E ~

' 42· 6-4

HWH41~

N.R.D.R.W.S.C. ::;;:~- !---------------~- _g ____ 856 ~~ n

CARRIER PIPE SPECIFICATION: WATER TRANSMISSION PIPELINE - CONTRACT No.2

"'! 8:i _,

~ NEW 500mm0 DR25 PVC PIPELINE ~ 854 I I 854

OPEN CUT CONSTRUCTION ,!------------------------------------!,

CONTENTS: ... fQTA.B!-~ .\'/~TER. INSIDE DIAM: 504.7mm

WALL THICKNESS: 21.9mm

SPEC. PVC DR25

OPER./MAX. PRES.: 570 KPa/1.136. KPa. PROTECTION: NIL

CROSSING PLAN - No. 113 ATCO PIPELINE

1._P_R_O_J_E_C_T_N_O_. __ 0_3_3_33_3-l SCALE

DATE 04-11-29 lt-A_P_P_R_O_V_E_D _____ ----J DWG. No.

ASSOCIATED ~-------------------------------------------------------------------~a _________ ENGINEERING

"' "' "' ,., I "' _.,.I ....

"'"' "' ::;: 1--l>-I ....

"'z "' ,., I "' _.,.I .... "'

NEW 500mmill OR25 PVC PIPELINE

GAS PIPELINE. R/W ( 8127 E.T. )

1--1>-1 ....

------' ~~'+;!i-----------,-~-" ~ '"0ill~l'fm';l''!,""' ""---=~=:,---------- 850 w ,...- • GAS PIPELINE E 6 ~6 ~ u ~F n E~

o< C! 8:i

' 42· 6-4

1-:./ I ·&tf~i LOCATION PLAN CASING WALL

THICKNESS 60mm SCALE: N.T.S.

\'I\~-- PROPOSED CASING SPACERS (SEE SPECS.)

---tni:::.-- PROPOSED PIPELINE (SEE SPECS.)

END VIEW CARRIER PIPE & CASING

SCALE: N.T.S

PROPOSED 533mm l.D. STEEL CASING

N.R.D.R.W.S.C.

AS SHOWN

3333-CR-113

... NE1 42-H

848 ~o(::::_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_~~,::-~:::.:_~t, :::::::::::::::=--~~~~~~~~- 848 CONTENTS: ... FQlAB!-~ . "l~TER .

WATER TRANSMISSION PIPELINE - CONTRACT No.2

26.99m AUGER w/ CASING

NEW 50ornrn111 D R25 Pvc

---846

INSIDE DIAM:

WALL THICKNESS

SPEC.:

OPER./MAX. PRES.:

PROTECTION:

HOPE DR11

650 KP.a/. 11_03. _KPo

CONTENTS: POTABLE WATER

INSIDE DIAM: ..... ,59f-?rn.n:i WALL THICKNESS:

SPEC.:

OPER./MAX. PRES.:

PROTECTION:

21.9mm

..... PYG .D.R;2:S 600 KPa/1136 KPa

.. NJ~ .

PROJECT NO.

APPROVED

033333

04-11-29 SCALE

DWG. No.

ASSOCIATED ~--------------------------------------------------------------~a ________ ENGINEERING

PROPOSED WATER TRANSMISSION PIPELINE TEMPORARY WORKING EASEMENT LIMIT PERMENANT PIPELINE R.O.W. EXISTING NATURAL GAS PIPELINE EXISTING BURIED TELEPHONE LINE EXISTING TEL. PEDESTAL EXISTING BURIED FIBRE OPTICS CABLE EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND POWER LINE EXISTING POWER POLE

EXISTING FENCE EXISTING CULVERT EXISTING TREE LINE

EXISTING STREET LIGHT BLOW OFF VALVE

DATE REVISION BY

PROJECT No. 033333

DRAWN BY w. WONG

B.B. APPROVED BY

APP. SCALE AS NOTED

AS SHOWN

3333-CR-115

INITIALS

19mryi l.P. G S PIPELINE

TREELINE

GOVT ROAD R/W

"' "' "' ,., I "-'

-!>-I .... "'

- OjP---o~ OJP--- OJP--- OJP--- a{f'------ O/P---- 0

"'"' "' ::;: 1-... I ....

DETAIL PLAN SCALE; 1: 1 000

854 EX GROUND

, 0 0 3

HYDROVAC TO CONFIRM DEPTH OF EXISTING UTILITIES PRIOR TO CROSSING

852 ----~·l--------------E·X-1 -9mm ¢-lf'!'----------------~ [!] • GAS PIPELINE

E 6 ~6 8 u ~F ,....; E~

~~ 850

_, NEW 500mmll DR25 PVC PIPELINE

' 42· 6-4

850 CARRIER PIPE SPECIFICATION:

CONTENTS fOTA.B!-E .WATE~ INSIDE DIAM: 504.7mm

WALL THICKNESS: 21.9mm

SPEC.. PVC DR25

OPER./MAX. PRES.: .570 KPa/1.1_36 KPa 848 PROTECTION: NIL

SEE DETAIL PLAN

Nltlll41-H-4 MEJll 41-25-

._P_R_O_J_E_C_T_N_O_. __ 0_3_3_3_33---l SCALE

DATE 04-11-29 __ A_P_P_R_O_V_E_D _____ __, DWG. No

ASSOCIATED

AS SHOWN

3333-CR-114

~-------------------------------------------------------------------~. _________ ENGINEERING

15m WORKING AREA

NW1 -42 26-4

NEW 500mmll DR25 PVC PIPELINE

.··E D ~ .;

&, GAS PIPELINE R/W ~'? ( 8127 E.T. )

TREELINE

DETAIL PLAN SCALE: 1: 1 000

GAS PIPELINE

--------------~,H~~~~m---------------~850

~ •Ex 150mm¢ HP ~ e=i GAS PIPELINE

-----,E-6:--------z-i'§-L-----------'>-------~~~~ 846 ~ u ::.;;;i::: I N E~

o< ~El

.---..mm~it--------------,

NEW 650mm!6 HOPE DR11 PIPELINE

:::::::::::::::::::::::::~----- 844

24.84m AUGER w/ CASING

~~~~~~~~~~f-~~-j-~~~~~~~~~~- 842

' 42· 6-4

CASING WALL THICKNESS 60mm

<-~-PROPOSED CASING SPACERS (SEE SPECS.)

--iftJj::::c-- PROPOSED PIPELINE (SEE SPECS.)

END VIEW CARRIER PIPE & CASING

SCALE: N.T.S.

N.R.D.R.W.S.C. CONTENTS·

INSIDE DIAM: POTABLE WATER

BPr.nm HOPE DR11

WATER TRANSMISSION PIPELINE - CONTRACT No.2

WALL THICKNESS:

SPEC.:

OPER./MAX. PRES.:

PROTECTION:

CONTENTS:

INSIDE DIAM:

WALL THICKNESS:

SPEC.:

OPER./MAX. PRES .. PROTECTION:

\550 KP.a/. 1103. KPa

POTABLE WATER

~o+.?rn.m . 21.9mm

PYG .D.R25

. .6()0. l:(Pq/1.1.36 ~f'.'q NIL

PROJECT NO. 033333 SCALE DATE 04-11-29

APPROVED DWG. No

ASSOCIATED

AS SHOWN

3333-CR-116

_J REDUCED ORA WIN

I DO NOT SCALE

~--------------------------------------------------------------~•-------~ENGINEERING

:...,. (NG!t\{~·: (jJ-~ STAMPeD ~

i/f AND SIGNeD y (/) By· CANDICE E. GOTTSTEIN I W . CD \..l- Date: 2005-02-09 fr? ~Revision: 0 ~

ST AMPeD AND SIGNeD

Revision

BLAIR G. BIRCH

2005-02-09

CLIENT

NORTH RED DEER WATER SERVICES ALBERTA PROJECT

WATER TRANSMISSION

CONTRACT No. 2

RIVER COMMISSION CROSSING PLAN - D

DRAWING NUMBER REV. NO. SHEET

3333-2-116 2 h 6

PIPELINE

LEGEND

,11-900 l~EW 500mmi'\ DR25 PVC PIPELINE

NW7-42 25-4

t /""<HH I

/ ."' , __ , ___ , 42·2 .4 ~ -~

SE12-42 26-4

SW7-42 25-4

u:~ 842 ------------~-Z-------------------------v: D'.

~ !;\! GOV'T o;:oAC I- _J R/W

5.f5m 20.12m 5.0Jm

--~---~-------------~-------EX 19'Tlm¢ P

" • GAS PIFE_l'ff L 8: e l:_X I l:_Ll:.1-'H:JNI:.

838 -----o'+f -------7-5 - r.;:i.RI F o. C LI-

-----= ~ 535 _____:'.::::::=========±=======:::J:=========-~~~~~~~836

31.24'Tl .i\UGER W/ CASl~IG

CROSSING PROFILE SCALE: HDR:Z. 1: I OCO VERT. 1: 100

SFF 8FTAll Pl Ar~

LOCATION PLAN ____-CASING WALL

IHICKNl:_:i~ \:J.!:LrTm

---- FRO::JOSED CASl~IG SPACERS (5[[ Sl'CCS.)

END VIEW CARRIER

PIPE & CASING SCALE: r~.T.S.

r,Acl~Jr, P PF SPFC.IFC.ATIOI<·

INSIDE DIA~I:

'NALL -HCKNESS:

PIPE SPECIFICATIOl1:

LCNGTI I:

M,\TERl/\L:

PROTECTION:

CARRIER PIPE SPECIFl:::ATIOI':

1=:0~JTENT2:

INSIDE DIA~I

'N,\LL -HCl<NESS

SPEC·

DPEF./MfiX. PRES.:

f-'r!UICCllUN:

844.55rrm

2411v1Pa MIN. YIELD STRCJ>.JGTH

J1.12r11dr-o:o

POTPBLE WATER 504.7mm

21.9mm

::>VC 0'<:25

fi41l O:Pn/1_1,lfi KPn

SCALE: N.T.S.

TELUS / ATCO/ FORTIS/ GOV'T ROAD R/W

,.__P_R_O_J_c_c_T_l"_o_. __ o_J_J_JJ_J--l SCALE tis SHOWN

DA.TE 04-11-29 lt--A_"_P_P_.O_V_c_D _____ ---1 DWG. ~·lo. JJJJ-CR-117

ASSOCIATED ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~-ENGINEERING

43+501]

15m WCRK NG AnCA I ( >

l\EW 50Cmm0 OR25 PVC PIPELN-E L_ --------- ----

z ~ f5 5 6 " u

'5.0Cm

DETAIL PLAN SCJIL[: 1:1000

(:;l\.S PIPFI IN=R/W

GOVT ~OAC R/ W

5 OOm 20.12m ::>.O·Jm

,--EX GROllf\D

EX: 1t8mm¢ HP Pl FELINE •

~~ ,---

e EX 50mm¢ IP GAS l'll'ELJf\E

-->~1-------f-~~

----~0c' . 1--------~,E-~-1-----------------------n <t: q~

NEVI 50Dmm0 llf\25 PVC ::>IP LINE

15.00m

OPEN CUT CONS-FUCTIOl>.J

CROSSING PROFILE SCALC: I l·JR:Z. 1: I OCO VCRT. 1: 100

31.2"-m

AUGER W/CASll'IG

END VIEW CARRIER

PIPE & CASING S:::ALE: N.T.S.

CASING PIP[ SPCClllCAT CN:

lr·JSIDE DIAM: 844.55mm

WALL THIC<l>.JESS: ;;l.5JmTl

4f2 ·4

SEE DETil.IL PLJl,I\

7~1-------______je------I

42·2 .4 / LOCATION PLAN

SCALE: N.T.S.

~.I( D.l(.\V.S.C. WATER TRANSIVISSIOI~ Pl::>ELl~IE - co~nRA'.:'.T ~lo.2

CCO:OSSl~G PLM~ - llo. 119 PIPF SPFCIFICJITIO\J· )411VPn Ml\J_ YIFI n STRFNr,TH ATCO/GLEllCOC: RESOU'<CES/GOV'T RO,~J R/W Ll:.l~GIH: 31.12metres

MATERIAL: ::; I ClL l"ROJC:CT r~o. 033JJ3 SCALE AS SHOW~I

PROTECTION l1llL DATE J4-11-29

DWG. f'lo. 333:; CR 119 CA~RIC:R FIPE SPECIFICATIO\J:

CONTEl\TS: POTl\RI F WATFR

1r~SIDE DIAM 504./mn

WALL THIC<l~E'::S 21.9mrr

SPEC.: FV·::: DR2'.:i

OPER./YIAX. PRES.: 700 i<Pa/1_136 l\Pa

PROTECTION [ji L

PROPJSED WATER TRANSi! SSIJ' PIPELINE TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERIJENANT PIPELINC: R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST l\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDEST,\_

EXISHIG J'DERGRJUND POWER L llE [XIST NG ::icwcR POL[

--•-- C.XISllNG 1-l~JCl

~ BLOW OFF V~LVC:

J5/02/10 BID ISSUE W.'N.

J4/12/20 FRELIMNARY ISSUE W.'N.

rROJCCT l\lo. 033333 l~jlTIALS

DRMVl'I BY W. WOl'G

B.B. DFSIGlffD FY C.G. I C. \II.

B.B. APPROVCD DY

Arr. SCALE AS NOTED

-C:\ GKUUNJ

SCALE: 1:1000

TELUS K/W

5.30rr

1:;As PIPFI ll~F R/VI

21.20m

GJIS PIPELl~IE

R/\'IJ

17.00rr I

~~~--......... EX

[)< - • 273mm\J • 168mm¢

-----e-c---------~~~~F~O_P_-_rc_• __ ---'Oz·~-· 1--P-IP_F1_11_1c ______ P_1P_E_L_11x_c __ "F =~

0 i{ ow

----:c:::~~~~~~"~~::E~~====~::==~====~~:;;;;;;;;;;i' 838 }.. NEVI 500mm¢ DR25 PVCI ::>IPELINF I

45_9Jm JILJGEP w/ CASl~IG

CROSSING PROFILE SCAL::: --iORZ. 1:1000 VERT. 1:100

I 170Dm I

OPEi~ CUT CO\JSTPLICTIOr,1

42·2 ·4

LOCATION PLAN SCALC:: \l.T.S.

- l'ROl'OS=D CASING Sl'ACCflS ''.SEE SFECS.)

--iJ1Jt:.,_- PROFOSC:O PIPELIN:: (SEE SPECS.)

-............_ p:;:QPOSEJ - R44.'i.'inm l_I:_ CiT=-FI

END VIEW CARRIER

PIPE & CASING S:='.ALE~ N_T.S

C.l\Sll~C

Pl A~~

N.R.D.R.W.S.C.

SW17 4"-25-4

CASING PIPE SPECIFIC/1T ON:

lr>.JSIDE DAN

\!/1'\TER TFA~ISYllSSIOf'I PIPELl~IE - CCNT~1\CT No.2

WAI I T--llC:O:l>.JF<;S 844.SSmm

9.52mTl

Hl-'l ':il-'lUf-ICJlllU\J: ::'41Ml-'Ll MIN. Yl:.LL ::ilKCl\IJIH

LENGTH:

NATERIAL:

FROTCCTION

CA:;:R1=-R FIPF SPFCIFICATION·

CUNICf\ l':i:

lr~SIDE Df\IVI

\I/ALL T--llC<l~ESS

SPEC.:

OPER./MAX. PRES.:

PROTECTION

j1 .1 ::'metres

POTABLE WATER

504.7mm

21.91rnr

l'VC DP25

675 i<Pa/· 135 f'.Pa

CROSSll~G FL/'.N - No. 118

TELUS / EP CAl~.~DA / GLENCOE RES.

1._P_R_O_J_E_C_T_IJ_O_. __ o_7_J_J_JJ--l SCALE AS SHf:i\llJN

D.l:\TE 04-11-29

t:i,p::>pQ\/ED D\VG. Ne. JJJJ-·:::R-· HJ

43 I 80J 4'<-c 700 " n

l~EW 500mm¢ DR25 PVC'. "'1P=-11NF

15m WORKING AREA

TRANSM SSION 111>.JF

----------------~oR,,'~W------------------- 840

,, 70m I

1-EX GRCUNJ

--------c___ ,__.________

~~EVIi 500mrn¢ DR2.; PVC PIPELINC

12.70m

:::ARRIER "IPE SPECIFICATION:

~ornc\J-s:

NS DE 01,'1,M:

;V,'l,LL THICkf\IESS·

'lPFC ·

:JPEF./MAX. PRES.

"ROTECTIOl•i:

POTABLE Vl'ATEfi

50·1.7mrr

21.9mrn

::>\IC DR25

6/5 O:Pq/1136 KPci

SEE DETAIL PLP.N

., I LOCATION PLAN

SCALC:: \l.T.S.

N.l(.D.RW.S.C

5"17 41-15-4

\!/,il.TER TRAf\ISVllSSIOf\I PIPELl~IE - CCNT~ACT l\lo.2

CROSSll~G FLAN - ~lo. 120 FORTIS

l'ROJECT ~~O. O:CJ333 SCALE

D.Ll.TE 04-11-29

6.P"'RO'VED DWG, Ne.

ASSOCIATED

JIS SHO\lliN

3333 CR • 20

_J REDUCED ORA WIN

I DO NOT SCALE

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~-ENGINEERING

ST AMPED AND SIGNED

Revision

DLAIR G. DIRCI I

CLlrnT

FRO,IFU

WATER TRANSMISSION

CONTRACT No. 2

RIVER COMMISSION CROSSING PLAN - E

PIPELINE 3333-2-117 2 h 26

LEGEND

~I --ot~

NZ u; co 1~

... CXl I ,,.

------- -- -----n,,.--------------,7

,/ 44+701],...._,.../

NZ u; co 1~

... CXl I ,,.

PIPELINE

44+8 c NEVI 500mm~ DR25 PVC =>iPELINE

. 15m WORKl\JG l'.REA

------------~''~'w ____________ ~ 832 r3'70nl /~EX GRCUND

g ~ 72 __ e EX 89mm(ll HP N ~~ PIPELJ~1E

-------1--------F~-1----------------~ 828 ~~ -~

--~=:=:====~~::::::::::=::=::.::::~N=[=W=5~o~o~m~m~•~C~R~2,~- ~P~Vc~r~rP~El~IN~E:::::::::::=:::.::::.:::::::£. ~ - 826

37.70-n

OPEN CLT ----------------CJl~STRUCTION--------------- 824

CARRIE~ PIPE S"ECIFICAT rn~:

CONTC~ffS POTABLE ii/ATER

l\JSIJE Dlt,M: 504.7nm

w,,;L_ TH CK\JESS: 21 9rrm

SFF~ · P'v'C DR.'.25

Of-!l:J~./MA\. f-'~C'.:i.: 7_9] r:Po/1_136_ <Pa_

PfiOTECTICI~: NIL

'.:ill UllAIL _J _AN

SCALE: N.T.5.

GLrnCOE RESOURCES

,._P_R_O_J_::c_T_l"_o_. __ o_J_JJ_J_J_, SCALE

DA.TE 04-11-29 lt-A_"_P_P-OV_c_D _____ --i DWG. ~·lo.

ASSOCIATED

tis SHOWN

JJJ:::-CR-121

~--------------------------------------------------------------~---------ENGINEERING

"' U1 u;"'

I '° _,,.I ,,. N

ll 1 ~ ~ . 1 .._ !

-~]- - - - - - -N

~6+'b 1

----1 Srri WORKING AREA

_\ __ _ I J;

\ i :I

-+--- 4o+200

NEW 500mmo DR25 pv2 l'IPELIJ\E I

- - --l-------1 t -"' (/] '""' I <O .._ I ~

l 1 ! l 1 : I 0 ~ M

PIPFI lrJF

NZ u; co 1~

~ lD I ,,.

-----------------~R~·/~/W ________________ 524

n rEX GROJl~D

======i:=====/ ~~--==--==-=====~~~~=======--= 822 z

~ 5 •EX 1 "4mmi;I HP r!:i /3 7Z-- l'IPELNE

----~--0----------;-g-·I------------------ 820 N ~

Fe o" o~

-·" --~:'.==========================NF=·=· =~o=n=n=m='='='R='=' =P=VC=. =P=r~=Fl="='F==~~~~~~~~~~~ 818 w ------------------c·Jc:s~~tj~;io·rr-------------- 81 6

CROSSING PROFILE SCAL[: I l·JR:Z. 1: 1 OCO VCRT. 1: 100

C "\:/'4f( 42 2s-~'"'" ~ "I': . .,~. B I '"'° 42-25-4

.. ~/~\~----nr--~~1~R~~--1 ·;;:::: 'r==B,11 ........._ .................. \1 I A

CARrllCI PIP[ S:J[ClllCAT ON:

CONTENTS l\ISIJE DIAM:

WAL_ TH CK\JESS:

:if'!:.~.:

OPER /MA\. PRES.:

PROTECTlcr~:

l~.I\ .D. R .W. S.C. l'OTAGL[ >'VATCR

504.7nm 21.9tTm

PVC IJR/5

WATER -RANSMISSIO~I PIPELl~.IE - COi\ T~ACT l\o.2

Y.IJJ. t~f'q/l.1,5b. \f:'q

CROSSll,IG PLA.N - ~lo. 123

GLEl~COE RESOURCES

l"ROJC:CT r~o. 033333 SCALE DATE 04 11 29

A::iPR'.JV:_D DWG f'lo.

ASSOCIATED

PS SHOWN

3333 CR 123

~--------------------------------------------------------------~---------ENGINEERING

PERl~ENANT PIPELINC: R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST f\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDESTA_

--•-- lXISllNG f-l~JCl

~ BLOW OFF VALVC:

J5/02/10 BID ISSUE W.W.

DATC r?C\llSIOl\J cY

DR.AWl1I BY W. WOl'G

B.B. DFSIGlffD FY CG. I C. \II.

B.B. APPROVCD DY

Arr. SCALE AS NOTED

L4+5 Q

---+------+- - -

"-'lZ u; Cl 1~

,,. OJ I ...

NCW ::iOUmnll UCILO f.JVC f.Jlf.Jl:.LIM:.

~ I I ' I

__ _j_ J_ __ I I

15-n WDRKlr-IG AREA

/I I I

"'z u; co 1~

,,. OJ I ...

PIPELINE

----------------~R/~W~-----------------

45+000

~~~~~~~~~~~~~~~~~~~~~~~~- 830 ;EX GROUND

~ =---------~"'_,..eFX 89mm~ HP ----~+= - PIFED N''·---------------E o~ :::~ 2,-~ () ;:::('£ '" O"'< ~E::

--n1:=====:'.:::==================~NE;W;:':;:50~0:m:m~.~C;R;2~5 ;P;Vc:;;P~IP;Et~·1 N~E:::::==================o, 826

bl ---------------~•Q:JE~l-CUT~--------------- 824

CONSTRUCTON

CARRIER PIPE SPECIFICATIOr1

CCNTC~ITS:

11,JSIDE 01/\M:

Vl.l\LL TH CK~IESS: SPFl: ·

Ul-'l:.f\./MAX. f.J~l:.:i.:

PROTECT ON:

+2-'5 + (

POTABLE 'NATER 504.7mm

21.9mm

PVC DP25

79·J l<Fa/11.C6 KPc

S E DETA.IL :::iLAN .

' LOCATION PLAN SCALC:: ~.T.S.

N.R.D.R.W.S.C. \!/1'\TER TFA~ISYllSSIOf'I PIPELl~IE - CCNT~1\CT No.2

CROSSll~G FL/l.N - No. 1 "'!

GLENCJE RESOURCES

11--P_R_O_J_EC_T_CJ_O_. __ o_c_JJ_J_J_, SCALE

OP.TE 04-11-29 AS SHf:i\llJN

IO-~-P_"_R_O_/E_D _____ --i D\VG. Ne. JJJJ-·:::R-' 22

I 0 I I •ED NZ . "'z u; Cl I I J I

Ul 1 1 1 1~ ,.

'" I ~ ... "' I ,,

... <O I I I~ ,. I ,,.

"' . "' I oo

+ ~ --- - -i--- - -I - -- - - -- --' I~ I I 15tT WO'<Kl\JG AREA

4u+Lu' ' 1 43+300 t I I I

Nl:.W 50Cmmr,\ DR25 PVC Plr'ELIN[ I

I I I I - - - -

! I ~ ' ~

I I c I ' ~

NZ . I " " u;"' I ' I ~ 1~ I " ... "' .

I I " I , " I .._ C• I N I D

~ 1s.ool11 ~

r.A.S PIPFI INF

824 R/W

II rD: GRDUrrn

822 =--= •

~ •EX 75mm¢ HF

820 E ~_6_ Gf\S PIPELINE o - - 0 ro 0

:~ ci oo ~BJ ~~

~ NFW ."iOCmm~ DR25 PVC PIPELINE

818 w 816 OPEr~ CUT

r:O~JC:T"LJCTICN

CROSSING PROFILE SCAL=:

ST AMPED AND SIGNED

DLAIR G. DIRCI I

IORZ. 1:1000 VCRT. 1:100

NZ lJWl 1~

.._ <O I .._

Revision 0

J __J 1 . • I

J.l•il: I =

"''" 41-25-<

);i .. ,. .. ,. /// =------

11. ;J. ~

"~'~ "" 42

~\ " ~· .,_,,_, ' ' / ' ' /; I

~ / \ \ \ ..

CAl\r\l[r\ PIP[ SPCClllCATION·

CC~JTE~ITS: l'OTAGL[ 'NATCrl ll~SIDE DIAM: 504.7mm

VIALL TH CKNESS: 21.9mm

~f.Jl:.C.: PVC IJR/5

_J & ' '

• . """"ri~ =----- --........__~

r\ -- "-ei; 4~ OCTAi CLA'

25·4 / 3 SC:H f2-25-' "'"'° 42-,,,-<

~ I LOCATION PLAN

SCAL::: \J.T.S.

N.l\.D.RW.S.C. \l/,il.TER TRAf\IS'vllSSIOf\I PIPELl~IE - CCNT~ACT f\lo.2

CROSSl~~G FLAN - f\lo. 12L

ATCO r1rEL1NE

_J REDUCED ORA WIN

I DO NOT SCALE

OFER./M/'.\X. PRES.: YU·J i'J'a/11 .:b Kf.Jc l'ROJECT ~~O. O:C3333 SCALE fC.S SHO\lliN PROTECT ON: l~IL

D.Ll.TE 04 11 29

6.P"'RD'VED D\VG, Ne. 3333 CR '24

ASSOCIATED IF ENGINEERING

CLlrnT TITL[

NORTH RED DEER RIVER WATER SERVICES COMMISSION CROSSING PLAN - F

ALBC:RTA

FRO.I FU DPAWlr~G NUMDm RC\/. l\J'.J. SI IC=T

CONTRACT No. 2 3333-2-118 2 ~ 26

LEGEND

46+8CO

NZ "' ,, 1~

_.. "' I

NEW 5COmm¢ D~'.L,: P\IC PIPFl IN-~

-~ -+ ~§------15m WCRK NG ARE/\ I ~ ~J ---- ~~- -1-~- ~~

_.. 'f' ·1·~ _.. " N ' ·--·--·--·--·--·--·--· j~ ·--·-!

"' "' I V< _..a I ,.

"' "' I "' _..a I

- lf-----;,~"r//hyf---_~~f----------'C--j-----------L, I

/ ·2)·4 ~ == 12 i -=~ ~~~~==;\ -- L,P-'-------, I /I ' "" ,,_,,_, SEE DETAI ' IPLAN '"" ,,_,,_. I

'1 lil 1

// I -=~======~~::::::==;:::; i/i ·.I 1

• ' I ""' ,,_,,_, / j ' ' "" ,,_, __ j

/ Jt "w19 o12-20--+ ,.,. 41-00-4 rr==?=~=I~ JI.[/.__~::_

I\_ II -= 0 - J

4~ 47 7c;.4 LOCATION PLAN

l,~~f;~~ -CASll~G V\'ALL A g --------- Tl ll~l<;r<e55 9.52nm

# V ~"\. ------- PROPOSED CASl\JG SPACERS \'U- (SF=- SPFr:S.)

SCALE: N.T.S.

" 20.1m --jl-'if-f-- + ---flilll-1---- PROFOSED PIPELINC: (SEE s::iEC5.)

GO'J'TRC -~·AD~---------- 820 ====----/ ,--FX GROUNrJ R/ W 820

5.0·Jm 5.00'Tl

I I --------- -------- --------- '_ I z D< 5Cm m¢ IP _ ______-- - "-

L f7'. GAS FIPELINE e "--""-"-818 ~~~~-~ri- ~00~~~~~~~~--;;-;:-;;;;;;;;:-"~~===--===== 818

1 I e EX TEL PHONE N 2'. iJ CABLE

81 6 -_§;:::"'""~"':§"""°"""""=7~8-=_ ~~~~~~==~~~i;;=;;;=;~ 81 6

Nt:\v ~OCJm'l1@ OR2 "' · ~vc-c;iPr::ur~r - _ _

" - -- 1 814 ------------1-------~------ 814

49.41 m .i\.UGER W/CASlr<G

812 ------------------------- 812

..,L 4 'I ... ~~~~'::/~""'---.__ P'<OPClSFll

84+.:55mm l.C. STEEL CASll~G

END VIEW CARRIER

PIPE & CASING S8ALE: N.T.S.

CASlr~G PIPE s=='ECIFICATION:

11,SIDE DAVI

WALL THICKr-.JESS

FIPE SPECIFICATIO~I:

LEl"GTH:

MATEFIAL FROTECTIO'"

CARRIER PIPE SPECIFICJ\TIO~I:

CONTENTS:

111SllJF IJAYI

WALL I HICKl'~l:.:i:i

SP::C.:

CPER./MA>:. PRES.:

l'ROTCCTIO'"

84+.:J::ir·rrrr

9.52mTl

241MPa Ml'". YIELD STRENGTH

L0.15metres

POTABLE WATER

!lf:4.7mm

Ll.9mm

PVC DR25

9_1 o _ KPa/'_136 _ KPa

l~,R ,D,fi ,W, S,C, W/,TER -RANSMISSIOf\I PIPELl~IE - COi\ T~/\CT l\o.2

ATCO 0 1PELINE / TELUS/ GOVT ROAD F/W

,.__P_R_O_J_=-C_T_l"_o ____ o_J_JJ_J_J_, SCALE tis SHOWN

DA.TE 04-11-29 lt--A_"_P_P-OV_c_D _____ --1 DWG. r•lo. JJJJ-CR-125

, __ , __ , __ , _, _____ _ --==-="~- ====~-====:.:.:===-,_, __ ,_ ,_,_ 200mm H.P. , __ ' , __ , __ ,

49+20U NEW EOOnrr1111! DR1B 1-'\IC PPFllNE I I

49+:;uu

15m WORKING A°'E.A.

Pl::iELlf\JE R/'N

\ \ \ \ \ \

140m -~~~~~~~~~~~~- 806 ,-FX ~ROllNll

~~~~~/~~~~~~~~~~-

~--<'+------------------------ 804 ___ e EX Pl=>Ellr~E

~§ E~ 8~

=='\~--6~~~~~~"~c::='=:=='°=='==='=='"=='=====i~rn==~ 802 ~ i,,J[W 5DOnm~ DRl:l rvc l'l'[Ll~I[ I I I I!

-1-----------0E-~-- -30_0_m_m_O_ C_R_1_8 --+- 800 ----+--------- P'/C PIPELINE -

6.40m OP:OI" CUT

--------------~'~°"~'S~TO~U~C~11~oc ________________ ~ 798

CROSSING PROFILE SCAL[: I l·JR:Z. 1: 1 OCO VCRT. 1: 100

:::ARRIER PIPE SPECIFICATIOf\:

:::of\.ITE~l-5· POTtlBLE WATER

NSIDE DIAM: 487.6mm

'NALL -HICKl~ESS: jl.::imm

SPEC.: ::ivc DR 18

:JPEF./Ml'X. PRES.: 1050_ KPJ/162_·J l<Pa

'ROTECTIOf\I: ~"'L

ETAIL PLA

'"" .,_,_/ j~

II "! ~

, II "

42-25·4

I JI " !! ,, ~,

l~,I\ ,DJi ,W, S,C, WATER -RANSMISSIOf\I PIPELlf\.IE - COi\ T~ACT l\o.2

CROSSll•IG PLA,N - ~lo,

RlrELll~c R/W

l"ROJC:CT r~o. 033333 SCALE

DATE 04-11-29

PS SHOWN

A::>PR'.JVC:D DWG. f'lo. 3333 CR 127

PERIJENANT PIPELINc R,O,\V, EXIST NG ~ATUR1\L GAS PIPELINE EXIST l\IG 3URIEJ TELEFHOl\IE LINE EXIST NG TEL. PEDESTA_

--•-- C.XISllNG 1-l~JCl

EXISTING CULVERT ,---~~ EXISTING TREE LINE * EXISTING STREET LIGHT

~ BLOW OFF Vl\LVc

DATC r?C\llSIOl\J cY

DRL\Vtii'i BY W, WOl'G

B.B. nFSIGlffn FY CG_ I C. \II.

B.B. CHECKED BY K, CH'NG

B.B, 1\PPRO\/ED BY B, BIRCH

B.B, APPROVCD DY

ARR, SCALE AS NOTED

NZ UH'l

I <> ,. a I _..

I~ '' I~

- -t1'i-_____ '_'m_w_ORKlr--G_.l\REA - --41 -~---+--

413+500 i' ~EW 50Cmml' DR18 PVC PIPELINE

"' z u- "' I '-' _..a I

.C c~: GROUf\JD --------,1 -,-----''-------

I I I c

c c 3 46+600

~ 5 ex 75mmo I r ~----,~--~--------e~-~,+--•_G_A_S_P_IP_E_Ll_CE _____________ ~

~ u 2Q 804 ~ E~

~-~~ ~~;;~~~:::::::::::=~~~:w~~so~o;m~t ~t'd0~B~:l.~8~C~~r~,~P~IP~Eb~-J~~E::::::::::=:=:=::'.::::::::=:3~- 802

I OPE'< CUT COf\JSTRUCTICN I

CROSSING PROFILE SCAL::: --iORZ. 1:1000 VERT. 1:100

CARRIER PIFE SPECIFICAHJI":

CO'HCNTS:

lr1C:IDE Dl/\YI

\l\'A_L THl:::Kr.IESS

Uf-':_f(/MA/. f-'fiCS.:

PROTECTIO'~:

PCTABLE WATER

L87.6mm

30.Sm-n

PVr: nF19

- CAO_ r;P9/1620_ <Pa

NW2• '2-2'-<

• 47.7 f

SCAL::: '".T.S.

N,R,D,R,W,S,C \!//\TER TFA[\ISYllSSIOf\I PIPELlf\IE - CCNT~1\CT No.2

ATCO PIPELINE

,.__P_R_O_J_EC_T_CJ_o ____ o_c_JJ_J_J__, SCALE

OP.TE 04-11-29

AS SHf:i\llJN

IO--A_P_"_R_O-JE_D _____ --1 D\VG Ne. JJJJ-·:::R-' 2G

NW32-42 25-4

20.151T

NW32-42 25-4

50+000 l\EW 100mm0 DRfl HOPE PIPELJNE

sW32-42 25-4

___ r_E_X_G_R_O_U_cm-------,1-'0:t~-----------------------------------------------------------------------_ 81 4

81 2 ~--' =:;=~--=== --------------- 812

EX TELEPHJl~E ~•CABLE

l~----------1- 808 1 _ I IORIZOf\ITAL Dlli[CTIOr~AL DRILL ,

CROSSING PROFILE SCAL=: IOR:Z. 1:1000 VCRT. 1:100

~ 1s-4

Cfi.RRIE~ PIPE SPECIFICATION:

COl\TErHS:

INSIJE Clf,M:

WALL THICKNESS:

SPFr. ·

OPER.JMAX:. PRES.: PRCTECTION:

POTA3LE W.C\TER

310.7mm

HOPE DP<e

g_75 KPa/1_379 KPa

SEE DETAIL LAN

42·25-4

LOCATION PLAN SCAL::: '".T.S.

N,l\,D,RW,S,C \!/,il.TER TRAf\ISVllSSIOf\I PIPELlf\IE - CCNT~ACT l\lo.2

CROSSlc~G FLAN - ~lo, 128 TELUS C~3LE/ ROADWAY

l'ROJECT ~10. O:C3333 SCALE D.Ll.TE 04 11 29

JIS SHO\lliN

6.P:;iRD'VED DWG, Ne. 3333 CR '28

ASSOCIATED

_J REDUCED ORA WIN

I DO NOT SCALE

~--------------------------------------------------------------~--------~ENGINEERING

PERMIT TO PRACTICE ASSOCIATED ENGINEERING ALBERTA LTD,

ST AMPED AND SIGNED

Revision

DLAIR G. DIRCI I

CLlrnT

FRO,IFU

WATER TRANSMISSION

CONTRACT No. 2

RIVER COMMISSION CROSSING PLAN - G

DRAWlc~G NUMDm RC\/. l\J'.J. SI IC=T

PIPELINE 3333-2-119 2 h ~

LEGEND

~I __ ,,~ rn

15m W:JRKING AR=-A

I - +---

/ 1- -~·]+400

-G---._ NCW +o-Orrm~ )PE DR9 PIPELINEL

- --------- G ------------._ 0 - _ :-------~---:___-~~---,-~----

i_n 9 50+300

--------- G --------!; ----~ G ------------ ~-/ ----~

I I I I '

------------------------- 828

------------r~rx-cRo tJ rJo =====----= ------- ----------- -----_.1.-- ------ _..---.-

-~~ -----------------•=-·1---------oz.§_

L ~ ~~

EX 200mml'l HP ~ e GflS Pl:>ELl~.IE

E ~ ~~ ~c oo_ E c-1 . b HCl-'E Dl<'J ?1P':.Ui'l

~0/'I 4uon1rni5

HORIZONTAL DIRECTIONAL DRILL

CROSSING PROFILE SCALE: HDRZ. 1: 1 OCO VERT. 1: 100

CARRl=R FIP[ :JPCCll'ICATION:

CONTE~ TS:

lr~SIDE D PIYI WALL T --llC-<J~E5S

SPEC.:

OPER./MAX. PRES.:

FROTECTlor~

POTAOL[ WATCR

310./mri 45mn

HIJPF IJR9

!j/::i 1<1-'o/lJ/!j l<f-'o

____ __,,,

CETAIL PLAN

l~.R.O.F.W.S.C. W/,TER -RANSMISSIOf\I PIPELlrlE - COi\ T~/\CT l\o.2

ATCO "IPELINE

,._P_R_O_J_:.C_T_l"_o_. __ o_J_JJ_J_J__, SCALE

DA.TE 04-11-29 tis SHOWN

lt-A_"_P_P-OV_c_D _____ -1 DWG. r•lo. JJ.33-CR-129

ASSOCIATED ~--------------------------------------------------------------~---------ENGINEERING

~ . I . i

SE4-43 252M

NE 1 2-42 Al 25 4

33C 32

NE32-42 25-4

E ~ ,,

31 30 29

830 -------------------------830

_.._.- 828 828----------------------~

,- EX G RO L ND ------------ --------- ---------

/ ------ ------________,--------826==~~~======:::::::::.=--------------~ 826

EX 1.'SDrrm~ H::J ~ "" G/\S Ll~IE E\C TE_EFHO\JE

~ @ ~QF-o ~:~11,~~E [I) c L 1--- :.:\. , ~Orrm>:

824----~"+----~~-~ o~-~S~TO~R~M~LIN~E~-------------- 824 ~ ~ [3.D-: 150mm~ 0.30m ~Ill~ - (/) m 'NATE~ Lll'JE SEPARATIO\J

NF'N 300mm~· n~?5 PVC FIPFI INF

CROSSING PROFILE SCAL[: I l·JRZ. 1: 1 OCO VCRT. 1: 100

CARRIER PIFE SPECIFICATIOhJ:

CO\JTENTS:

l~l~IUC JIAlvl

\'liALL THIGf(~ffSS

Ol'O:R./MAX. l'RES.: PRD-ECTIJI~:

POTABLE WtTO:R jlJ9nm

PVC DR2:J

700 l<Pa/1135 l:'.Fa_

NW33 <2-20-'-

,, LOCATION PLAN

SCALE: N.T.S.

l~.I\ .0. R .W. S.C. WATER -RANSMISSIOf\I PIPELl~-IE - COi\ T~ACT l\o.2

CROSSll,IG PLA,N - ~lo. 131

TELUS C,l\BLE/VIA-ER Ll~IE/ATCO r1rELlllE

l"ROJC:CT r~o. 033333 SCALE PS SHOWN DATE 04-11-29

DWG. f'lo. 333:; CR 131

TElvlPORARY VJO~KINC EASEMEl\IT L MIT

PERIJENANT PIPELINC: R.O.IV. EXIST NG ~ATUR/l.L GAS PIPELINE EXIST l\IG 3URIEJ TELEFHOl\IE LINE

EXISHIG J~DERGR:JUND POWER L llE CXIST NG ::icwcR POL[

__ , __ C.XISllNG 1-C.~JCC.

~ BLOW OFF VALVC:

DRl\Wl•I BY W. WOl'G

B.B. nFSIGlffn FY CG. I C. vi.

B.B. APPROVCD DY

Arr. SCALE AS NOTED

DETAIL PLAN SC.8.LE: 1; 1 OO:J

.00ml 148::0

1HW:2~0 :/\V

18.40m

1 _______ 828

I- EX GROU~-~ ___

_.._.- .J..-- _.._.-

MIN SLOI'[ 1: 120 _ _ _ __DR.2-S-P'JC-~\Ef-UN~

~~=~3~8·~5~m==-il 45:::, 3

::~E~<CA51NG AUGE~ED CROSSll'JG

VI/ CASlf1IG

CROSSING PROFILE SCALC:: --10R2. 1:1000 VERT. 1:100

----------- CASl~IG WALL THICKN::ss 9.~2-rnr

r'RO'OS[D CA~l~IG Sl'AC[~S

(Sll Sf-'lCS)

_____-- PROPOSED WATER~~Alrj (SEE SPECS.)

END VIEW CARRIER

PIPE & CASING SCAL[: rJ.T.S.

1:;A:':WIG PIPE SPECIFICA-IO~J:

lrfilDE DIA~L

'NALL Tl ICl<NCSS:

PIPE SPECIFIC,\TIO~-:

LE~IGTH:

MATE~IAL:

f-'r!UICCllUN:

CARRIER PIPE SPEc1=-1cATION:

CO~ffEl~TS:

INSlnF lllA~I

'NALL THCl<NESS

SPEC.:

DPER/MA>< PRES ..

PROTCCTION:

4J8.~111111

9.52mm

241MP<l Ml~. YIELD STRO:~JCTH

PD-/\BLE VY/\TER .-inqmm

PVC D=i'.25

:_co_ KPa/1_136 KPa

N~33 42-20-+

,, LOCATION PLAN

SCALE: l~.T.S

N.R.O.R.W.S.C. \!/1'\TER TFA~ISYllSSIOf'I PIPELlf\IE - CCNT~1\CT No.2

CROSSll~G FL/l.N - No.130

HIGHWAY 53 / -ELUS CABLE / 'NATERLll"C:

11-P_R_O_J_EC_T_Cl_O_. __ o_c_JJ_J_J__, SCALE AS SHf:i\llJN

OP,TE 04-11-29 IO-A_P_"_R_O-VE_D _____ -1 D\VG. Ne. JJJJ-·:::R-· .:o

Jt . I

SE4-43 25-4

51 800 I 300mm0l DR25 P\'r. PIPFI INF

SW3-43 25-4

-----------(-:=Ec7x cc~Romu~:oo--------------==-====== 842

----- ~

--------- -------------1------

840 = ~ ~ ~ Q _ e ~~O~~LEPHCNE ~ u F~

____ N_l---------->0~- 1----0---------------~~ ~ 838 -~ w

' NEW 300mm¢ DR25 P'v'C PIPELIN- ' l-------------'OPC'l-Ct:rrCO~JSTRUCTICN'-------------1- 836

CROSSING PROFILE SCAL=: IORZ. 1:1000 VCRT. 1:100

CAR~IFR PIPF SPFCIFICATION·

CU\JI ll'J I'.;;

INSIDE DIP.M: WAL_ TH CK\JESSo

src::::.: OFER/Ml\:<. PRES.:

PROTECTC~I:

POTA81 F N,'1,TFR

1Jrrmr

PVC DR'.25

70·J l<r"'a/1_" 36 Kl'a.

43· 5-4

CETAIL PLAN

LOCATION PLAN SCALC:: \J.T.S.

N.1\.0.RW.S.C. \!/,il.TER TRAf\ISVllSSIO~I PIPELlf\IE - CCNT~ACT f\lo.2

CROSSl~~G FLAN - f\lo. 132

TELUS C,l\3LE

r"ROJECT ~JO. o.;3333 SCALE

D.Ll.TE 04-11-29 JIS SHO\lliN

6.P:iRD'VED DWG, Ne. 3333 CR • 32

CLlrnT TITL[

_J REDUCED ORA WIN

I DO NOT SCALE

PERMIT TO PRACTICE ASSOCIATED ENGINEERING ALBERTA LTD. WATER SERVICES COMMISSION CROSSING PLAN - H

ST AMPED AND SIGNED

Revision

DLAIR G. DIRCI I

ALBC:RTA

FRO,IFU

IF WATER TRANSMISSION

CONTRACT No. 2

PIPELINE 3333-2-120 2 % 26

·~) () ,,, c

." -< ' :;I 'f- ,-,

[~ f~ f~

LEGEND

NEW 300mm0 DR25 PVC PIPELINE

43· 5-4

SEE DETAIL PLAN

N.R.D.R.W.S.C. ~2~1----------------------- 844 ~~ e EX TELEPHONE

;;i;;t5- CABLE

CARRIER PIPE SPECIFICATION: WATER TRANSMISSION PIPELINE - CONTRACT No.2

E~ gu oJ

~ E< ~~~!------------------- 842

PROP 300mm'3 DR25 PVC PIPELINE '

CONTENTS· POTA_BLE _WAT~R INSIDE DIAM: 309mm WALL THICKNESS: .. .1 ;Jr:nm . SPEC.: . i:'VC. .D.R2~

OPER./MAX. PRES.: 700 KPa/12313 KPa PROTECTION: .... N.IL .

CROSSING PLAN - No. 133 TELUS CABLE

1._P_R_O_J_EC_T_N_O_. __ D_3_33_3_3_, SCALE DATE 04-11-29

AS SHOWN

lt-A_P_P_R_OV_E_D _____ --i DWG_ No_ 3333-CR-133

840 1-------------0_P_EN_c_ur_c_oN_S_TR_U_CT_l_DN ____________ __,1- 840

CROSSING PROFILE SCALE: HORZ. 1:1000 VERT_ 1:100 ASSOCIATED

~--------------------------------------------------------------~~--------ENGINEERING

CONSTRUCTION AND MAINTENANCE TO DETAIL PLAN SCALE: 1: 1 000

BE IN ACCORDANCE WITH GENERAL ORDER TC E-10 BOARD OF TRANSPORT COMMISSIONERS FOR CANADA tJ 30.00m 9.00m 5.00m

I I /st'!>'

42 5-4

CASING WALL THICKNESS 9.52mm

42 5-~

Z~ CP RAILWAY GAS CABLE HYDROVAC TO CONFIRM DEPTH R/W I R/W I RI /W OF EXISTING UTILITIES PRIOR 8 TO CROSSING

CANADIAN PACIFIC RAILWAYS 806 ---~EX~GR~D~U~N7----uo-----------

~~~~~__j~-~~~;~---~I___~-~~-~-~~-

804-------::Ji-----EX-GAS.UNE.---,~=~'~---• • EX TELEPHONE ::::!: o::

0 ~~[ CABLE ~§ 802 --f;:s;:!fili~~~Jiji~~::::i===V=At:=V=E ~:==::iir~=t:=:;;;::~§=~=~=====:::;=:;~::::;;-~~~~~~-PRCP 3DOmm• PIPELINE ~I C ~

51.3m AUGER PROP. STEEL CASING

W/CASING 800 ------------r--~----l·------- 800

798 --------------------------- 798

PROPOSED 438.1 Smm l.D. STEEL CASING

END VIEW CARRIER

PIPE & CASING SCALE: N.T.S.

CASING PIPE SPECIFICATION: INSIDE DIAM: WALL THICKNESS:

_438.15mm _ 9.52mm

PIPE SPECIFICATION: 241_M_P_o_ ~l_N_. YIELD_ STREN~TH LENGTH: MATERIAL: PROTECTION:

CARRIER PIPE SPECIFICATION: CONTENTS: INSIDE DIAM WALL THICKNESS SPEC.: OPER./MAX. PRES.: PROTECTION:

.... ?1-37metr~~ . STEEL

... i:'Q\ABLE WAT~i:<.

..... 497,.oomr.n. 19.00mm

_PVC OR18 . 1 Q<l9 .. KPo/162.D .. KPo .

DIVISIONAL ENGINEER

REGIONAL ENGINEER

MANAGER

RAILWAY CHAINAGE

MILEAGE

SUBDIVISION

CROSSING PLAN - No. 135 TELUS CABLE/CPR

._P_R_O_J_EC_T_N_0_. __ 0_3_33_3_3_,SCALE DATE 05-06-29

0-A_P_P_R_OV_E_D _____ --i DWG. No.

ASSOCIATED

AS SHOWN

3333-CR-135

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-ENGINEERING

PROPOSED WATER TRANSMISSION PIPELINE

TEMPORARY WORKING EASEMENT LIMIT

PERMENANT PIPELINE R.O.W.

EXISTING NATURAL GAS PIPELINE

EXISTING BURIED TELEPHONE LINE

EXISTING TEL. PEDESTAL

EXISTING BURIED FIBRE OPTICS CABLE

EXISTING OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING POWER POLE

EXISTING FENCE

EXISTING CULVERT

EXISTING TREE LINE

BLOW OFF VALVE

DATE REVISION BY

PROJECT No. 033333 INITIALS

DRAWN BY w. WONG

B.B. APPROVED BY

APP. SCALE AS NOTED

:,,,.. t:.NG/t\1¢: (jJ-'<(' STAMPeD ~

i/f AND SIGNeD y (/) By· CANDICE E. GOTTSTEIN I W . CD \..l- Dote: 2005-02-09 fr? ~Revision: 0 ~

EX GROUND

840----"--

DETAIL PLAN SCALE: 1: 1000

DRAINAGE R/W

NEW 650mm91 HOPE DR11 PIPELINE

~~ 6' l7

' ' l7 ~

5.00m1_

1_ ,5.40-!-m I r oom

"~ --------~·.t., ________ ,,..

ooU oJ

NEW 650mm91 HOPE DR11 PIPELINE

-/ ------ 840

838 -------------------------838

105.98m HORIZONTAL DIRECTIONAL DRILL

CARRIER PIPE SPECIFICATION: CONTENTS: PQTA_BJ_E WATER INSIDE DIAM _:)1.0_.70mm WALL THICKNESS ..... '\5.-Qmm SPEC: H.DP.E. OR11 OPER./MAX. PRES.: PROTECTION:

.9.7.5. ~f?q/1_379 ~f?q . _NIL

NW4 41-3-4

41· 6-4

f----<l~~

CROSSING PLAN - No. 134 DRAINAGE R/W

._P_R_O_J_E_CT_N_O_. __ 0_3_3_33_3__, SCALE AS SHOWN DATE 04-11-29 f------------j

O--A_P_P_R_O_V_ED _____ ---1 DWG. No 3333-CR-134-

ASSOCIATED ~--------------------------------------------------------------~. ________ ENGINEERING

_J REDUCED ORA WIN

DO NOT SCALE

15.0m WORKING AREA 15.0m WORKING AREA

"' _, r:+::..,:u:.., 3

NEW 500mm91 DR25 PVC PIPELINE

DETAIL PLAN SCALE: 1: 1 OOD

850----------------918o5m------------- 850 GO'fT

EX GROUND~ -::::::::~5~.0-0~1:~----~~R~-O=A ___ o __ -::.A=~_-=o_w=-------A-N~C-E-~~1 ~:1~5_ •• D_D~m==:::::==::::=-::::::::========= - \_ 848

846 z EX. GAS PIPELINE --~~0~c1-----------------------2~z~==-6-------- 846

E~ :E~ ~u E~ oJ <

§!lb -~

844-c,~~---------------+----~v- 844 o NEW 500mm0 DR25 PVC PIPELINE \

842 OPEN CUT CONSTRUCTION

CARRIER PIPE SPECIFICATION: CONTENTS: INSIDE DIAM WALL THICKNESS SPEC OPER./MAX. PRES.: PROTECTION:

-4•--

llE2741-- ffW2e 41-28-4

LOCATION PLAN

.. P91A.BJ_I;: \'{ATER . _ 504_.70mm

..... ~1.-~mm _ pyc_ OR25

3_7_2_ KPq/1_136 KPa_ _NIL

SCALE: N.T.S.

CROSSING PLAN - No. 1 36 GOV'T ROAD R/W / ATCO PIPELINE

._P_R_O_J_E_CT_N_O_. __ 0_3_3_33_3-1 SCALE AS SHOWN DATE 04-11-29

APPROVED DWG. No. 3333-CR-136

ASSOCIATED ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-ENGINEERING

ST AMPED AND SIGNED

Revision

BLAIR G. BIRCH

2005-02-09

CLIENT TITLE

NORTH RED DEER RIVER WATER SERVICES COMMISSION CROSSING PLAN -

ALBERTA PROJECT DRAWING NUMBER

CONTRACT No. 2 3333-2-121

REV. NO. SHEET

lJ· ~'

' v N N

I n n n n / ~

' ' co rn

!Q / N

I ~ u ii\ ~

6 ~ ~ :::J w Q_

~' u 4 Q_ ~

= 0 u ,/ ~'

~ >f'I

rn U I iS-;~6 t:'I r') D

E • r'l I c.:_,--- r<J n ..co r'ln "'; Or-J ~ ~/~f'J -~ 0

Q; 03 '. ~ -~ ~ .~ ~

Brno DEFLECTIO~I

90" 45'

22 1 ;'2o , 1 1!4'

1 . 11 /\ 0,7A O . .J;::1A 0 1 SA

'A' 11RESSU~E T~EATEJ WOOD PRE5SURE -REATED WOOD

1 4L·e~' .~... /so , 1so , 750 VERTICAL ' ~ 1 00 x 1 00 HORIZOl~TL'\_

CONCRETE . '~) L, _1_Q(J ' '00 STRIJT

r 1 'u~i:= 'A'

~ 5::J x ·1 =',(1 y 750 'JERTICti.L ~":-~ 1 00 x 1 00 HO~IZOl~TAL

~,' \ . , • ;___ COflCRETE

TH~UST BLOCI< D:::SIG~~ IS BASED Q\J

100 x: 100 STRUT - 1.4 'A'

-coN:PETE -~~ j

1. 1050kP1J I/AX. SYSTEM PRCSSUR= 01' 700kPa OPERATl~C PPESSURc PLUS A SURGE ALLOWANCE OF 345kPa (?fps SU~GF Al I CWA~JCF AT 25p5i/=ps)

TABLE FOR 2ALCUL6.TIO~J OF BASIC THRUST ELOCK BEARlflC AREA 'A' (lfl SQUARE ~ETRES)

PIPE SIZE 300 3,:::c 400

2. Tl IRUST DLOCI<. DCSIGI\ ASSUMCS A l'v111\L VERTICAL SOI_ BE.i\Rl~~G DF 10CkFc

'A' ',5~ 2.08 2,72

3. THRUST BLOC!<: BEARll\JG AREA BASED Ol'J P \i_l: PIFF (A\A'V/A r,g1_lCJ Al\Jl.1 C90~)

4. CO\JCFETE 20MPo TYPE 50 CEMEr~-.

POURED CONCRETE THRUST BLOCKS FOR HORIZONTAL TEES ANO BENDS

20tTn;ll NUT --,

& LOC" WASHER \

N.T.S.

9.5mm THICK__/ ,)GJ_ /W" _J,,l RFl\JT :::i1 ,i'\TF /

// 7 ;::rTI m ; 2011m¢ SS / / Al\J::::HOR BOL- 11 75mn

9.::m--n THICf<~1

BrnT PLATE EP0/1 COATED

3.tltl

ANCHOR DETAIL SEE VERTIC6._ THRU:::T BLOC!< DETAIL EELOVV

12N TIE RODS (IC!\ 750tTniJ PIPCS SEE Al~C--10R DETAIL)

Uf\JrJISTURRFl:l SOii

THRUST 3LDCk DESICI\ IS BASED 01~ 1. 1 050kPa rv1.6.><. SYS-EM

::JRESSURE o~ 70CkPo JPERATll~G PRESSURE PLUS A ,.q1'?f' ~-. - , SURG[ ALLOWAl~C= Cl 345kPo "4 (2fpc: SURGE .6._LO'NANCE AT 25pcii./fps:

2. THRUST BLOCK CESIC\J ASSUMES ,\ Vlll'L VERTICA_ SJIL BEARll\G OF 1 D.Jk:::i:i

J. THRUST RI OCK F.FARINC ARFA RASFn JN P.V.C. PIPC: (AW'/iA C900 DR18 A~O C905 DR25)

4, COl~C,ETE 20~Pa TYPE 50 CEMENT. _ 5. U~JIT WCIGI IT 01 CO~JCRCT[ ASSJl\l[D IS 2400k~/n1

DOW~WIARD THRUST

JPW!1RD THRUST (GR/'.Vl-Y)

TABLE - FCR CALCULATIOfl OF BASIC n-RusBLOC< BEARll"C AREA ( II.~ SQUARE ME-RES CUNCk:l IC Ul'JI I WCIG--11 L4UCKg/ cu.m

TARI F - FnF r:AI r:111 ATIO\J nF RA:SI:--: THRll:ST BLOCK BEARING AREA ( II.I S1JLJARE NE-RES ) CO'~CFETE U~JIT WEIGHT 2400f<~/cu.11

~~Sl7F 3E~IC 3CO 350 400 450 500 600 750 900 ~~S7F

BE~D 30C 350 4CO 450 500 600

11.25' 0. 15 0.21 0.27 0.34 0.38 0.41 0.47 0.54 11 .25' 0.64 o.e1 1. I 4 1 .4L 1.75 2.2B

22.50' 0.30 0.41 0. 53 0.67 0.73 0.80 0.01 1.04 22.:yJ' 1.27 1.73 c c~ L. '-:::J 2.82 3.41 4.08

jLJ" 0.40 0.54 0. 71 0,89 0.97 1,06 1 .21 1.38 _::c· 1. 69 2.20 2.0D 3,80 4.60 6.00

45' u.:i!:l U.bU ·1. ·:Jj ·1 . .:iL "1.44 ·1 .:i .1 1 )j{_'. L.U:-i 4::;· L.!JU J.4U 4.44 :-i.b'.c'. b.':rl ':I.YU

VERTICAL THRUST BLOCK DETAIL

·1 U.jb

soo . 3.~

I .b'.:-1

I 05/04/0,J CO~JSTRUCTIOI·~ SSUE

A J4/12/20 PRELIMNARY ISSUE

Ne. OATC l\[\llSIOr\J

SOOmmO

PIP::: SIZE

F.r;. B.B.

W.W. B.B.

cY Arr.

··, BEARl~G /\RE/\,

750mm\1

."illmm I ~ 11 11N_c;_r-+_~s~c~m~"

~ 11 l;g (21.31b) I Ll\J~ ,'IJ~UlJI:_

SEE DET1'.IL 'A'

EDGE CF T·'PICAL E>:CAVll,TIJ\I

,-11 l<g (21 31b) Zl\J: ;i.r~ODE

NOTE'.3;

P\'C J CROS5

Al~ODE WIRE~

BOND WIRES FROM FOLLOWERS TO MIDDLE RINC, n'PIC/\L E/\CH COUPLING

REJJCER J

11kg (24.31b) ZINC ANODE

\_ PFPI ACF ~-;i Av Pl\C CCl\IPACT

1. Mll\Jlr;IUM Ul'.::i /'.',f\C[_ r~Ulvl ;1s~UlJ[_ IU r'll-'l. Fl-TlrJG. 'VALVE. OR f---YDRll,NT IS 151Jl'lm.

2. l\JSTALL Al~ODE AT .4.l'l'ROX. 'll'E CEl'TH IN N.A,Tl\IE SOIL.

~- BOrJD WIRES MAI BE us::D TO PRCT::c- UP TC TN'J =-1n1~::;s WIT--i Ol~E Al'JODE 'NHEN DIMENSION '1\' ODES r·JOT EXCEC:D OIJE (1) METER.

4. ALL ZINC AN,JDES O~J Flll~JGS AND VA_VES ARE 11 ki;; (24.31t:).

5. Zl~JC /\l~ODES TO 3:: EMBEDDEC l~HC TREr~CH W/\LL TO PROVIDE FOR A Mlr~l'v1UM OF 50mm OF NATIVE CLl''Y COMPLE-ELY SURROUl~DIN::; THE P.NCCE.

6. 1VJODES TO 3E /\T LC:,\ST 300'Tlm CLEAR OF -HRUST B_OCK.

ANODE INSTALLATION DETAIL IH,S.

"RFCAST MAl~f-OI F BA'\REL""'

' COl\tlRINATIOf,~ ISC!__:'\TIOI\ VALVE '"b" INLET/O,, U,,TLET AIR VEl~T "j" ,11,IR VALVE 'o" PIPE c

25mm 25mm BA_L VALVE 25mm

SO mm ::iumm 13A_L IJAL\/l ::iumm

75mm 75mm BJTIERF _y 75mm VALVE

, OOtTm lOOmm RUTTF"<F ·y 100mm VAL\'[

\ \-FROI~ M,\~HOLE

PLAN 300mm SUMP B/\SE

Al~CHO~ED

, 50tTm 150mm BUTTE~F_Y 150mm 150mm

1 1'.JC:x.100111111 TREATED I TIMBC:F PDoT PAIWED

PIPE SIPPORTS BELOW 'J,~L\/ES

200tTm

200111111 BUTTE"<F _Y VALVE

NAlflLINE PIPE MN.HOLE CIAl~C:TER (n-n) D AMETER (m)

4U,J ANU Uf\JUl--.! 1.2

450 - 500 1.5

JOO - 7'.JO 1.3

200111111 200111111

le E o STAll\ILESS "1 ~

15m11 SI ell S

f ?OOmn PVC FIPF AIR l/Fl~T ( "d" ) '/\JITH srnFF~I (AR~VF roRnll~f'! POR-IOIJ PAllHED) POSITlmJ CF AIR VC:NT DEEFMl~IED m.1 Sl-E EY El~Gll~EER

' IJF-40 NH FRAME & CO'JC:F , ff I c/w FROST COVER 1nCOn-m/ (SEE DETAIL)

F'IOST COVER --+1-~]:::::::::'::::::=11~ SEE DETA L

STA~~D.l'\FD SLAB -o~ 1200mm0 ~.H.

75mm PORTA-=-JArv I lf\JSULATED & COATED/I

. . fi;f--__L..__l__tfl•: ~ ~' ,''t ------1. ~5_

PROVDE VEl.IT PIPETO 0.5111 ABOVE EASE cROM AIR RELEASE VALVE

\_ll~SULAED TO Mll\I. 2.5m DEPTH

MAr·IHULl JUll,llS IU

GROJT FILLER~...,

PVC FIPELll"E~ -..,

~c ~l,ALlU (\V,Al l~~~UUf:

-AIR RELEASE \/ALVE

l'='l+H+AIR RELEASE 'V.ALVE l/[~T PIP[

jLjj;t:::it I/ AL \IE ( "b" )

,.~~"""'~~~~-""' FULL 3C!DY SADD_E FCIR PVC PIPE WITH FLPNGU El~]

rRJJ[CT f\lo. 033333

DR.tw\1.1 BY W. WQrjG

DFSICl.ffD PY C.G. I I

CHECKED BY K. CH'NG

1\PPPOVED BY B. BIRCH

MIN. 50mm COMPACIU GRA~ILLAR

\ ',, SUMF \ ',,,

\ ''-CAST -11~-P _AC[ '\ DAS[

', SECTION A-A '-PRECAST 6,~SE

'--'"--'"c-"'~"-''-'---' H C ~ I L m.11 AL P I ~ c S U P P 0 R I

SECTION B-B

Al~CHORED TO MANHOLE VIALL

c SUMP

COMBINATION AIR RELEASE VALVE ASSEMBLY l~.T.S.

lf\JITIALS DATC

~rcN ~ / ~ L GI/\;;:,'\\ I~~ STAMPED ~\~

~I {;;f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ W 200" 0" QC (0 U- Dote: w- L- ~ f77 J

'~p";~;'" c 2:1 f ~ O' ,,,\>{

STAMPED AND SIGNED

Re\'ision

DLAIR G. DIRCI I

RIP-~AP AFEA 8mJ l'.J CJ[_ LJlllh'MINlU

l~I FIELD. DIRECT TO DITCH CR WA-ER CDLIRSE

/ GEOTEXTI LE_/ (P::::NRO/\D 50, TREVIR1\ 1126

COMP/\CTED NATIVF Ol'Clm_L

1 O·JP SCHED 40 :::ilPE

" ~ 0 0 n

P/\lf\ITED M1\RKER 1--'USI

150mm0 rSTEEL PIPC:

12D0111111

\ r-TYPE

/ 'A" VALv\ BO

I ,5m LENGTH OF FABR CATED STEEL PIPE 9.5mtT THl::::K INT/E><T EPOXY COATEJ 14 mils Mii\.

f ~ ~--- ~ .i ,.

~ 7 THRLSTj~· ·_··--8 2 BLOCK

150x150>:150 STEEL TEE

\ \_WELDED

STEEL Cti.F

LwATERLllE

BLOW OFF ASSEMBLY

TO BE INSTALLED

f\LT.:S_

VALVE BOX: FLOA-ING TYPE OR TY:::iE 'A'

I~ VERTICAL POSITION

St.t. PIPl LUl\.lt. Ul Al_

SHORED TREl~CH

1. IOR V.A.L\J[S _ARG[{ T IAN 300mm USC FLOATl~JC TYPE CR TYPE '.6.' \IAL\iE BOX. (NCRWOOD FOUl\JDRv:1

2 ALL BOLTS TO BE STAl\JLESS STEEL WRAPFFl:i WITH 1-Fl\JSO lvlll,STI\, Al\JIJ TAPF

V.6._\JE STEM

I FNGTH CUNC.::Rt. I l - '.20 Mf---lo. I YPl '.:JO C=-MU\ I REINFORCED WITH 15m BP.RS @ 2oom1T o.c./::::.w. OR TllVIGCR - CCA PRCSSUR= T{[,6.TCD

VALVE INSTALLATION DETAIL (450mm AND GREATER) N.T.S.

CLICNT

PRO.JFcT

DETAILS No.

DRAWll.JG NUNBC:R

RC\/. l\JD.

APmovrn DY

\~~ ~ ~ ASSOCIATED

ENGINEERING IF WATER TRANSMISSION PIPELINE

CONTRACT No. 2 ._______ __ _____, 3333-2-122 2

SI IC=T

lJ· ~'

' v ri N

I n n n n / ~

' ' co rn

!Q / N

I ~ u ii\ ~

6 ~ ~ :::J w Q_

~' u 4 Q_ ~

= 0 u ,/ ~'

~ >f'I

rn U I iS-;~6 t:'I r') D

E • r'l I c.:_,--- r<J n

u. o r'l n "'; Or-J ~ ~/~f'J -~ 0

Q; 03 '. ~ -~ ~ .~ ~

FEl'ICE TO BE RrnO'/C:C Ar~J REPL,ACED

"FOPOSED 1 '.'111 WORI< AREA PFOPO'.:ED 20111 EASEMEf!T

ORANGE 5 WICE G TE srnrnT

r ,, -\ Ill " I \ cm 20m [1,

I x x I I I "·x x ~x x x x ~~

x x/ x ..... / ... ,, ' '' ></ ,, ~~ ,,

" ' Vii E ~ /' // ... ...., ... , ' ' ' '

~ ~ l ~ c:oc-/ ~ NOTES I

/,,-CARRI CR PIP[ 1 ' =mffRACTOR T= FU~l\ISf- ALL ~ECESSARY

MATERIAL FOR l'IDV Frn=E c bt 2. ros-, VI RE .AND on-ER f/ATERIAL SH.ALL -

BE l~cVV,

3. PA.ll'H POST LOCATED WITHIN RIGHT -OF-VIAY AS lliDICATED,

4. 3ATCS TO 0[ lf\JSTALLCD AT ICNCCS CROSSll~G RIGI IT-C1 l -V\1AY.

EXISTING FENCE AT RIGHT-OF-WAY CROSSING

-1DOxI00d6CD

I 3.0IJ111 4.DOm

\_TIE WIRE II (SEE SPECS.)LJ

METHOD OF BRACING DETAIL GATE DETAIL

FENCE RESTORATION DETAIL I\ .T.'.::.

NOTE: Ml~llMUM Ulol.Al\Cl fC~ ~~ACl ~USIS IS 4UUm UI~ IAr"l;lNIS Al\10 2COm LOf\IG CURVES.

-'1c-c~~~~~~~~~~~~~~~~~1""(

/r-0//

Fil TFR FARRIC ARrnnrn SPFDAI FQ,l~IDATIOI~

l U + JUU J

l~'.JTCS:

WHEf\J CUT BACf< SLOFES A~E TO BE USED l~I LIEU CF CA,3ES Al~D

SHO~ll~'::;, T---lESE SLOPES ARE TO MEET REQU REl~Ef\TS :F LOC~L CODES.

srECIA_ FOJ~IDATIOI~

SPECIAL FOUNDATION DETAIL N.T.:i.

2 06/0&/06

1 05/02/25

0 J5/02/10

A J4/12/20

Ne. DATC

1 RESTOPATIOI" I

/\\\~~-/;' I I I

I; , I; "-,,'.' ...., ' '~

u7 LJ -r<JL

I/ I I; ....:_~1, ...., ' <::::-

1; ' I I I !//

~IOTES:

Mli'I. 2 De

OR 450rnm WI llCI ICVCR IS

GREATER

1. WHEl·J CUT B1\CK SLOPES 1\RE TO BE USED II~ LIEU OF CAGES Al\D SHORING, THESE SLOPES ARE TC l\1EET REOUl~:=::MEl~TS :JF LDCA_ COJES

2. SEE SPECIFICATIOl\S FOR lvllNIMUM CJV:::~ ,6,30V::: ---, l'E.

3. 1\11\I. PIPE ZOl\E WIDTH IS SPECIFIED TO ALLO'N PROPER PIPE ZJNE CClvlPACTIOf\J

4. Ck = OUISllJC. l-'11--'C. lJIA\/IC.IC.ri

!J. FC,R U~JCOlv1P.4:::::TED BACl<FIL_ CROWl\J lh'~l\Jl;f-- HY U_l < H

SINGLE TRENCH DETAIL N.T.S.

COMPA2TED G'\,4.VEL -----PIPE SLPPORT __.---

COMPA2TED G=\'.A\/EL PIPE SLPPORT

,--12 _ -

CROSS-SECTION

TYPICAL UTILITY CROSSING DETAIL NTS.

rRJJ[CT fllo. 033333

DRM1fl BY W. WQrjG

CElEJ'SCDIRICDCI1~MVllSIGB E 'IYJN .. B.B. nFSIGrffn RY C.G. I C.M. I

/ICCEl\DUM #I W.W. B.B. CHECKED BY K. CH'NG

BID ISSUE W.W. B.B. 1\PPRO\/ED BY B. BIRCH

RRELIMNARY ISSUE W.W. B.B. APmovrn DY

l\[\llSIOr\J CY Arr. SCALE

r~ATl'JE

l~JITIALS DATC

TRENCH WIDTH

EXISTll·JG /\SPH/\L T

- !VII~. 150!11111 ASPHP.L T CUT-BAcr:

ASPHALT pAiJfMl::i'1T f----~er c;OUHS>L-~---1

~/IS I INC HA:-i~

MAT:::RIAL

Miiii. 1'.J0·11r11 D

l~[W DAS[ -.;:i

CUU~:::il:.

SUB-BASE

... ,,

\f-:<ISlll\J(; f-lAVf-Mf-1\JI

".....~ COMPACTED llVFORTED BACl<FILL

- AS_)HALI IC CCl\C~l I l SL.Hf-ACl ::::OUFSE CEl'TH TO IVATCH EXISTll\JG JR IVll\J. 150nm, 'NHICHFVFR 15 GRFATFR

PAVEMENT RESTORATION DETAIL I" T.S

///-ROJl~DED ~ORNERS ' co ' -" lv1ARf<Cn PLAQLJ[

0 ·~ ~ WARNIN~

RF[) I FTT FRS I',_

2.4 111 PIPELll~E

IVP.Rf<CR PDST

WATER SERVICE COMMISSION

0 '\ '° ', ~ \,

(SH:ORWll~

hJo_ 721J WILLIP.MS OP FOUAI)

' '-~ ~ ~I

0 WATER "' ~- 3LJl.CK L EIERS

I [I 0 0 PIPELINE-///

~ - I 6 mTl B 12 mm

LACI< BORDER FROM EDGE c I~ I c

9 '...., \_ .,

- ... - 'N-ilTE

" ' PIPELINE WARNING MARKER N.T,S.

CIO-ES:

f-JLAOUI:. 0 l:JC. MAUC. or 1'.2 GA SIC.CL Ori L nil ALLNINLN. ACCORDll"G TO E,R,CB. RECULATIOl"S, OR AS SUPPLIED BY "ALBERTA TRAFFIC SUPPLY LTD." REMQ\JE ALL SHA~P ECGES.

'.2 MARKER POST Al\D FRAME :=:::><POSED STEEL PARTS SHALL BE GAL\1Ar1JIZED.

3 ALL MAl'.f<ING;:; or~ p _AQJ[ SI ALL 0[ PCRMAN=NT WEATHER RESISTANT Al\D AS APPRiJVED BY Ef\.JCINEEF.

4 FLACUE SHALL BE AIACHED TO YIARKER POST WITH SLITABLE CADlv11Ulv1 PL.6.TED H.D. MACHll\IE BOLTS c/w l\JUTS & WASI l[RS.

WARNING MARKER POST N T.S.

5 20NCRETE SHALL BE 21 kPo CCMPRESSl\/E STF:ENGTH ,L',J 11:.~ 2~ L~AYS.

6 M/'>RcER POST S"AL_ 3E lrjS-ALLED I~ COMPACTED SOIL A~~D - JL_Y TAM'[O AliOU~~D COl\Ci;[T[ GAS[, TO T-1E S/\TISF/,CTIO\J CF FIELD EN:;ll'JEER.

I MARl<FR POSTS AR=- T'.l FF 11\JSTAI I Fn 01\J FOTH SIDES OF r:::RCSSED RIGf-T OF WAY, AS CLOSE -o FE\JCE /''::. POSSIELE. PL.A.OUES SHALL BE FACll'JC Pl8HT CF V/A'i'. PL.6.JUES SHALL BE PLACED ABOVE PIPE .'IND CIOT TO -HE SICE.

WARNING SIGN DETAIL

~rcN ~ / ~ L GI/\;;:,'\\

/~"?'- ST AMPED ~\~

~I {;;f AND SIGNED y \ (/) i::Jy:CANCICE E. GOTTSTEl\J\ ~ w 200" Q' QC co U- Dote: _,- L- ~ f77 J

'~p";~;'" c 2:1 f

STAMPED AND SIGNED

By DLAIR G. DIRCI I

20.0rr RO\'V

RIFE c

8.0m 5.0m

15 D11

TEMr 'NORK SPACE

1 C.Om

r·\ rn'" I \

PIPF 7DNF l\1ATFRIAI 1_0_m_-+ __ MI,, 7 \ MIN. I \

STPll~G WATEF PIPELlfllE l O~J THF S IJF

A1 I TOPSOIL \

CLICNT

A1 T:JFSOIL

A2 TOFSOIL

\JOT:::S

200r11r11 EST.

~:JUmm C.SI.

SUBSOIL

----I !---REFER TO TRENCH DETAIL

Tl I[ A2 TOPSOIL ZON[ WILL O~JLY RCQUll"?[ STR='Pli'JG ADOV[ Tl I[ Tli[l\CI I Af;[A~, Al~D 1 .. 51'1 TO EITHER SIDE OF THE TRENCH. TH S 20i'JE MAY BE PLACED TO SICE OF THE TRENCH ANC UTILISED AS M.ARKll'JG SPACE.

BACKHOE CONSTRUCTION ZONE DETAIL (3 LIFT)

RLJl'JGS --.____-----...___

z 0 ~ u w w B 0

N~~HOLE

1/a OF CIRCUlvlFEREl~CE o- DIA. Cl 1\111 0.4.RRCL Al1JCLE IROI~ '/VITH ~v11i'J.

2 A\JCHOR BOLTS TO FASTEl\I TO 3.ARREL

-;:;====~\ r-- N.H. FR/'>~IE & COVER .. (

' v ,,. - v_ v

:; - // c I /

~/d-t/

PREC/\ST COl\CRETE SLJ\B OR C::Ol\ICA TOP

FROST COVC:'l-HNJDLE ~>:JUmm rLAI 1-.IUN FASTEl1IED \IV Tf- L-1 ·Jr11rr1 CARRIAGE BOLTS

3 REMOVABLE SECTIOl\JS 5mm P _YWOOD TOP & '2mm PLYWCOD BOIOM, CFl~TFR 5011m STYRCFOAl\.1 l'~SULATO~~. GLUED

' cl ,// '1:-1

6x 1001: 100 mm ,6.NGLE L[l\IGTI I AS SI IOWflJ. 11>'.CD OIJ 1::3.6,-.;'h'lL WALL CY I 0 mm ~Ai/I! BOLTS

MAl~HJL::: BARFEL

:<X. X FROST l:O\/=-R-HAl'JIJI F

AS CJMMERCIALLY ~\/.~IU\BLE

AS SPECIFIED ; I -~'~~\~---~~

SECTION - ALL IVETfaL FfaRTS 11\J Mfai'1HOLE

TO BC: PRlrAC:D ANC PA"'1C:D - USE EPOXY 6, \ICf-OR BO_TS TO

FASTEl1J -o B,6.RREL - FABRIC.4.TE Al\JGL::: TD SLIT

BARR:::_ ~ADIUS - I l\JST1\LL CO\IER IM MEDlllTEL Y

ABO\/E \!ALVES

FROST COVER DETAIL N I _S

NORTH RED DEER RIVER WATER SERVICES COMMISSION DETAILS No. 2

ALBERTA

DRA\A/lrjG NUMBC:R RC\/. l\JD. ~ O' -\>{ \~~ ~ ~

Re\'ision 0

ASSOCIATED ENGINEERING IF WATER TRANSMISSION PIPELINE

CONTRACT No. 2 ._______ __ _____, 3333-2-123 2

SI IC=T

OR: TIPE ' A.'

VALVE BOX COVER \ FlOATIN G TYPE

INSTALLED FLUSH WrTH SURFACE

-- ]-----~ M~m•AX.

ADJUST<81..E V<LVE BOX \

:1: 11

IN SrALLED lllJ VERTICAL POSITIOllJ

l!!Qllii;

1I1----- lr'ALV£ STE~ 11

:111 II

'" ,., 1 • BLOCK SlJPPDR:r UNDER ,l.,LL VALVES (JOOx300 x150mm) CONC RETE - 201.!Po TYPE 50 CEMENr TI~ER - CCA PRESSURE TREATED

SHORED TRENCH I SLOPED r Rn1cH

1. FOR YAL\r'ES LESS THAN 4C>Omm USED FLOATING l'l'PE OR TYPE '",' VN....YE BOX. (NORWOOD FOUNDR'f}

2. All BOLTS ARE ST AJ N LESS STEEL WRAPPED Wini DENSO MASTIC AND DENSO TAPE

VALVE INSTALLATION DETAIL (400mm AND SMALLER) N.T .S.

PVC PIPE

PIPE 1200 & SMALLER

Dll-AENSIONS BASED ON DRESSER STYLE JS OR ROB.AA srt"LE 1506 COUPLING U~NG 17Bmm LONG MIOOLE RING DESICN PRESSURE 200 PSI l.IAX. Pl.ACE JOINT HARNESS TIE B<X.TS ON P1PE PS SHOWN

t.,jATERIAl AS PIPE FOR CARBON STEEL Pf'E - FABRjCATE LUG PLArES FROM CARBON STEEL P1PE JlSTM A2BJ , GRADE B, OR ASTM A2.8~, ~RADE C OR EQUl>L BOLTS ANO NUTS TO BE ST~NLESS STEEL

"PE LUG DIMENSIONS SIZE A w y T H E F 8

50- 100 75 40 50 10 90 75 50 260

150-300 95 45 90 10 140 100 50 2S5

350-600 1]0 55 120 10 140 1 00 50 315

750-900 190 7S 180 13 1SO 130 BS 370

1050-1 200 22S BO ms 13 160 1 45 BS 400

LUG DETAIL N.T.S

Bo!CKfllL

"''" NATT'r'E S()jl DR

COl.IF'ACTEQ NATM SOL

AS: SPECflED

TRENCH BED~ NG ZOO E SEE pjP[ ZGN E OCTAL

.__,..,.-,_MIN. "--=----<'° I _J OR 450rrn>

WHK:HEVER 1'5 GREATER

VERTICAL TRENCH DETAIL .. s

GATE VN...Vf.

HGH STRENGfH LOW ALLOY STEEL BOLT TO l>'.NWA Cl11 I A21.11

UNFl.ANGE SERIES

FABR1CATED LUG WELDE ro STEEL P1 PE ro ASTM !'.2aJ GRADE B:

RC40<J STEEL rn PVC ADAPTOR COUPllNC

,45TM f'.2l!!j GRADE C OR EQUAL 1ilITE

1. JlflOVE DEU!JL EACH SIDE OF VALVE

2.. WRAf'PED RESl:SrANT HARNESS 'MTH DENSO M.llSTIC At<J rAPE

3. PROVIDED CATHODIC PROTECTION ON STEEL PPE, VALVE ADAPTOR AND H.AR~SS

FLANGED VALVE CONNECTION DETAIL N.T.5.

Ml~IMIJM n

----mm:

SINGLE STAGE WELL-POINT SYSTEM

ST A"T1C WATER LML

CO l.I PLffiD EXCWATK>N

~ SATURATED SAl'>O SUB- SOL --------...

-- ---WELL ~NT

1 ONE OR MORE STAGES OF A WELL-POINT DEWATERl~G SlSTEM ~r BE REQUIREO, OEPENO~G UPOO THE DEPTH TO WHICH THE WAT£R rABLE MUsr BE LOWERED

2_ SECOND STAGE OF '!NELL-POINT SlSTEM IS INSrALL£D Ar A LDVYER LDJEL AFTER EXCAVATI NG TO THE OEPrH PERMlrED Bl PUMPING FROM THE FIRsr srAGE l>LONE. PUMPING n1E SECOND STA3E THEN DEPRESSES THE WATER TAEJ....£ FURTHER TO PERM T CONTINUNG THE EXCAVATION TO THE ornREO DEPni.

.3. COOTRACTOR TD CONFIRM DEWATER1NG SYSTEl.t TO BE UTILIZED P RI OR TO CONSTRUCTKX>I.

CONCEPTUAL DEWATERING METHOD DETAIL ~.r.s.

HARNESS LUGS r::./w SS TIE OOLTS ~ PER AWWA STD NUMBER OF LUGS TO MATCH THE RESTRA.i"IT RETAH\ER RING (SEE LUG DETAL)

PVC TO STEEL ADAPT(R COUPLING

STEEL PPE l'ff/D:r \ ro BE ROl>iAC RC400 WITH FUS!Of'I BOODEO EPOXl COATED EPOXY COATIN<l MO srA~LESS

CIWJE 290 PIPE STEEL BOLTS MD RODS

t ""'I ""t;mt ·· ,,-,. s filI.E

1. WRAPPED ADAPTOR , R[STRtmr HARNESS AND FlANGED COtf\IECTJON Wl1H DENSO MASflC MD rAPE

2 . PR<MDED CATHOOC PROTECTION ON CONPLETED ASSENBLY

TYPICAL COUPLING AND RESTRAINT (HDPE TO PVC CONNECTION) N.T. S.

~ao~JOOmm REDUCER (CAST IRON)

HARNESS LUGS c/w SS TIE BOLT'S ~ PER AWWA sro. NUMBER OF LUGS 10 MATCH THE RESTRAINT RETAINER R1NC (SEE LUG DETAJL)

PVC TD STEEL .ADAPTER COUPLING IS ROMAC RC400 'MTH F\J51DN BOND ED EPOXY CMTING AND STAINLESS STEEL 80LlS AND ROOS

UNIFLANGE ~TRAINT MODEL UFR

1300-C-J<l FOR 750mnW PPE 1300-C-24 FO R 600mnW PPE 1300-C-20 FOR 500m~ PPE 1300-C-H! FO R 450m~ PPE 1300-C-16 FOR 400mmC P P E 1300- C-1 4 FO R J50mmC PIPE 1300-C-12 FOR 300rnm0 PIPE 1300- C- Hl fOfl: 2:50mm0 PPE 1300-C-B FOR 200mm¢ PIPE 1300- C- 6 FOR 1 ~Omm¢ PIPE

FLANGED END VALVE

STEEL P1PE INT /EXT EPOXY COATED GRADE 290 PPE TYPICAL 9.50rTYT1 THCK

PVC PIPE

1. WR>P COUPLING, HllANESS AN D BOLTS Win.I DENSO t.,jASTIC AND rAPE

2. PROVIDE CATHODIC PfWTECTK>N

TYPICAL COUPLING AND RESTRAINT (PVC TO STEEL)

TAPP IN G SLEE.\'E {SEE NOTE 1)

CATE VJILVE (VARIOOS SI ZES)

STEEL TO PVC CONN ECTI ON REF£R TO DRJl.WIMG .JJJJ-1 - 124

= BYPASS VAL.VE AND GATE VALVE DO Nor Lit£ UP

15{]mmt> CATE VALVE

1 ~PE SECTION f>I STALLED 12M REBAR VERTICAL AT END OF ~PE TD 1501'TY'f1 BELOW FINISHEO GROUND SURFACE

PVC PIPE 150m~

DRH! PVC PIPE

SMOOTH ROUNDED CONCRCTE TOP

.. PAJNT EXTERIOR AS SPECIFIED

1 :50tl GALVANIZED STEEL PIPE BOUARD

~ CONC RETE FILLED

FINISHED . ..

GRADE C'

MIN, 150 THICK z CONCRETE 'i SURROUND

BOLLARD DETAIL N.r . s.

,llP RONS TO BE CONSTRUCT[D AT INLET MD ourLCT ENJS or CULVERTS

~TINC SLOUCH TAP~NG SLEE\/£ (SEE NOTE 1)

PROPOS ED WATER PIPELl°'IE

SLOUGH CONSTRUCTION DETAIL NT S

2 06/0il/06 CBflSllROCUBNNll!ISElE W.O!. 8 .8.

1 05/02/ 25 ADDtNDUM f 1 WW BB

a 05/ 02/ 10 BID 5SUE W.W. B.B

A 04/12/20 PRELIMl ""4RY ISSUE WW B.8

No. DATE REVISI ON BY APP .

PROJECT No. 033333

OOAWN BY W. WONG

DESIGNED BY C.G. I C.M.

~ECKED BY K. CH' NG

APPROVED BY 8. BIRCH

APPROVED BY

UNF~E SERIES 1300 R ESTRAN ER

= 1. WRAPPED RESTRAINT HAANESS AND REDUCER

Wini DENSO MASTIC ANO TAPE Z. PRO'\llOEO CATHODIC PROTECTION ON

REDUCERS AND HARN ESSES

PIPE SIZE REDUCTION DETAIL rn_s

IN ITIALS DATE

PERMIT TO PRACTICE ,\Sl;OCIATED ENGltEIRING ALBERTA LTD.

PERlllT NlmllER, PSll71

8T AMPED AND SIGNED

" ' Bl.Af1 C. 8 ~GH

STEEL ro PVC CONNECTION REFER TO DRAWING .3.333 -1-1 2 4

VALVE BYPASS DETAIL

""1IS; SfAlr.LESS STEEL DR CAR OON STEEL rAPPINC SLEEVES Win.I FLU. CIRCUMFERENTIAL SEAL. IS INTERK)R/ EXTER!OR EPOXY COATED

N.T .S.

CLIENT

~EOTEXTILE FlLrER FABRIC TYPE PEN ROAD !:iO DR EO UAL

ROCKS Al\O BOULDERS SHALL BE SELECTED Mi NEARLY CUBICN... IN FORM AS PRACTICABLE AAO OF A ~ZE GREATER THAN 17 Kg.

THE STONES SHAl.L BE PLACED WITH n1EIR BEDS Ar RIGHr A'll~LES TO n1E SLOPE, THE LARGER STONES BEING USED IN THE BOITOM COURSES A/'10 THE

Sl.IALLER STONES AT TOP.

THEY S fW._l BE ~D IN CLOS E CONTACT SO IQ TU BRf"AK JOINTS AAD IN SUCH Mf\NN ER THlir THE WEIGHT OF THE srONE:S rs c:;/\RRIED BY Tl-£ EPRTH ,llJ>I D NOT IJY THE ADJACENT STONES.

Till£

NORTH RED DEER RIVER WATER SERVICES COMMISSION DETAILS No. 3

ALBERTA PROJECT DRAWING NUM BER REV. NO .

ASSOCIATED 3333-2-124 2 ENGINEERING CONTRACT No. 2

10 n 10 n / ~

I en :> c'

I ~ u ;;; Cc 0 u ,~ = "' w Q_

~ 6 u / c

·"' " "' u / ~

'° U I g :i·2§ N l"JITI

E - r-ci I o_~ I") l"l mo r<_J n n Uf"l (.j5,:;n -, 0

. • . . Ui ~2QiQ; ·= 0 := "-f- 0 LL X

NE'N 20Urrr12l

l 500mm¢ 11111Lll\[

,/ r- ~ODmm x 500mm x 200mm T[[ I (c/w 2COmm¢ -_ANGCO mo)

// 2COmm GAT= VALV[ ~ I (c/N ONE C:ND FLAllGED AND ONE mo PLSH-m)

rL>=:JJi "c=====::::r====~t'.i\:'1~ .__.--- 20Cm-n¢ PLUG c 1h%J- WITH THRUS- BLOCK.

" I ~I ,. j_UU'l'l ., J-~u~ I

\-1LM ~CJ:::iA~ Vt.Jo( 1 llALL Y

AT El~J OF PIFE TO 1 'S:Jm1T1 RFI OW GROUNIJ SURFACF

"' w [l_

" E E 0 0 en

N.T.S.

_,.,.,-...--2CCimm GAi =- VALVl ('2/w

V/ ONE mo F_A~GED ANC ONC:

END PUSH-0~)

VC:RTICAL 12~ REBAR AT----<;;i!J- ~<-!lr-- - ?~2usT ~tggKIVITH ll'HJ Uf- f-llPC IC -::iomm 8lLUW GkUUNU su~~ACl

CONNECTION N.T.S.

A J4/12/20 FRELIMll\IARY ISSUE

Ne. DATC l\[\llSIOr\J

rRJJ[CT l\lo.

DRiwvl\I BY

F.r;. B.B. nFSIGlffn FY

W.W. B.B. CHECKED BY

W.W. B.B. 1\PPPOVED BY

W.'/V. B.B. APmovrn DY

cY Arr. SCALE

30Cmm¢ ::JLUC WITH THRUST BLOCK 12'1 RC:BAR VER-ICALLY ~\

AT EID OF PIFE 150mm BELOW GROUND SURFACE \

1-~ 300mm ¢ PVC ORIS PIPELINE

- - :~-~?'ill;' \--T" 1==--"---'=-'"'---""~-'.''::..'C'="."=-_~1,__,,_1 v

1 OOm• I .... I ..

lFL T. 30Cnm¢ _ATERAL ( EY OTHERS )

CONNECTION

I w Q_

" E E 0 0 n t; /,----3COrnr-n x 30Cr-1m x 380111rn TEE

~ NEW 3UUmmQ'J Pl-'Ellr~E -~~--"~-"""""'1-"'--'-'---C~!C_~_J_L 9 0 u

---- _, 3COrim VALVE------ / I

300mn¢ PVC DR25 PIP[-L ~ -----....

·~ /; ~---------IN~ IALL 1 LM -.(CJ:::lJl.H Vlf-< I ICJILLY

CONNECTION 1\1.T.S.

~ AT Fl\Jn nF PIPF -n 1 ~nm'l'l \ RFI OW GRO.Jl\n SURFACF

\ "-------25.Jmm PLUG WITH

-HRIJST BLOCK

033333 l~JITIALS DATC ~[NG~

W. WQrjG / ":?-\.. //\;(;'\\\ PERMIT TO PRACTICE

I (cf ST AMPED ~ '\' ASSOCIATED ENGINEERING ALBERTA LTD. C.G. I C.M. ~ (/.f AND SIGNED y PERMIT NUMBER, P3979

K. CH'NG (/) ey;C""'CE E. GOTTSTml ~ L...LJ 200'- 0'" QC [O

STAMPED AND SIGNED U- Dote: w- L- ~ f77 j

DLAIR G. DIRCI I B. BIRCH '~R"l~I'° C ~ f By :

~\;;>" ~ Date : /(IC~-C/-(:~

Re\'ision 0 '~ ,,;: /

AS SHOWN ~:/

JOOrrirTI ¢ F'VC DR18

~ f u -~

~ \ Ci \

"'--- 45' BENO STA 49+342.51

_ 500)<.500X50Dmm\ZI TEE STA 49+337.25

~500rrnP VALVE / STA 49+338.10

22s Brno

JOOrr1r110 VALVE ;sTP.. 49+349.09

STA 49+3L5.6(1

PROP. 300mm r/GATE VA.LYE

STA 49+J26.2C Q Q \

( '-- p 1t::JrJ L 150r11rr1¢ BY=>ASS VALVE

STA 49-336.22 "' Q G

CLICNT

NORTH RED

\ \ \ \ 500mm x 500mn1 x 300m1-n¢ T[[

STA 49 I ,3.26.40

NEW BLOW OFF ASSEMBLY STA 49+3' 7.43

DEER RIVER TITL[

WATER SERVICES COMMISSION DETAILS No. 4

ALBERTA

PRO,IFcT

CONTRACT No. 2 3333-2-125 2

';:~:;,~;,~. LOCATION PLAN

f'ROPOSillCl\.'ilN<:SP~RS (SfE'iPEC"IJ

844 ---------:;µ;-¢'""";j!:'_!f"-----------B44 f'RQPOSID Pf'llff: (SEE SPECS,)

840 : ~INClPIPE::SPEC:FICAT'ON

~-· M.J..THIC!'.NESS PP!: ~CAl'"PCO:

LENC:TH: MAlERIAI.;

PROP<l5EO 1!144.!i~m 10 :m:u CASINQ

!!+4,~.""!'

..... o .. ~::~ ..... . l!Hld~1<.lll'l-.11 EIJl~GTH

JC.Df~r•n .. ;srr::r;L, .

Vl/~<l CA~Pf'CSPCCIFICATION:

836 -------------------------836 =~ ~7~-M.J.. THICKNESS .. ~1_.~lfl(fl .... ~u:.: .~.Dm ..

CROSSING PROFILE 3CA.E:HORZ.1:1000 VERT.1:1tXl

Of>£R./lilAX. f>RES.: _04g_~]>q/11~~-~ PRQTECTION: ... .....

N.R.D .R.W.S.C.

CROSSING Pl.AN - N<i. 901 GOVT ROAD R/W

03333.3

O'!i/05/13

AllOCIATED "-----------------------------------------------'L------EN•INHllN•

.wIDlO --- PROPOSED WA"TER "TRANSMISSION PIPELINE - - - "TEMPORARY WORKING EASEMENl LIMIT --- PERMENANT PIPELINE R.O.W

EXISTING NATURAL GAS PIPELINE EXISTING BURIED TELEPHONE LINE EXISTll-JG TEL PEDESTAL EXISTll-JG BURIED FIBRE DP"TICS CABLE

EXISTING OVERHEAD POWER LINE EXISTING UNDERGROUND POWER Ut-JE EXISTING POWER POLE

EXISTING FENCE EXISTING CU LVERT

~ EXISTING TREE LINE * EXISTING STREET LIGHT 8 BLOW OFF VALVE

1 06/05/ 12 RECORD DAAWING

0 05/05 /1.J REV!SION 1

No. DATE REVISION

PROJECT No 033333

DRAWN 8Y W. WONG

DESIGNED 6Y C.G. I C.M.

01ECKED BY K. CH' NG

C.J. B.B. APPROVED B'Y 8. BIRCH

C.J. B.B. APPROVED BY

BY APP . SCALE AS NOTED

INITIALS DATE

CROSSING PROFILE ~E; f1QRZ,1 ; 1 IXIQ \'ERT.1:100

LOCATION PLAN

PROPOSEil~SPftCERS ('lEl":SPf".CS.)

PROPOSEIJ f'I PElJNE (SEE SP£CS.)

END VIEW CARRIER

P!pE Ag CASING

INSIDfOl..v.t•

'AAU. 1HICt\NESS: PIPfSPfCr-ICl\TIOl'I

UNCTH:

fAATER\OC

lt44.:5~1n

. ..... 9 .. ~~'l'I ..... . 2~111~ /IU~ .. TIEUl. .sTl!El*C111

'M7mW" J!f~l!;L.

"' INSIDE OIMI 119_,_7..,_m

'AAU.1HICl(NES5 ...... Zl,~ ... . ~PB:.: ..... ~C::.D:f'ZC .• OPEH./M't):. PRES.: _(!_~_ r:.N1_1;!1U.!'i~;.

PROTD:OOl'I; . .N.l. .

N.R.D.R.W.S.C.

RQt;OWAY CROSSNG

OlJJJJ

OVO'!i/1J

AllOCIAJID

I L----------------------------------------------'L------HleHllEHIPl9 AF

CLIENT

NORTH RED DEER RIVER WATER SERVICES COMMISSION ALBERTA PROJEC"T

CONTRACT No. 2

_J llBll/C8 DR.A

DO llOTSCAU

CROSSING PLAN - A

DRAWING NUl.!BER REV. NO. SHEET

3333-2-126 IF WATER TRANSMISSION PIPELINE ____ _____,._____..........____._

ASSOCIATED ENGINEERING

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