INVITATION TO TENDER (ITT) NO.: 1220-020-2015-001 · This Invitation To Tender (ITT) ... Control...

PURCHASING SECTION

13450 – 104 Avenue, Surrey, B.C. V3T 1V8 Tel: 604-590-7274 Fax: 604-599-0956

E-mail: [email protected]

ADDENDUM NO. 1

INVITATION TO TENDER (ITT) NO.:

1220-020-2015-001

TITLE:

District Energy System Phase 2a: Distribution Piping System (DPS), Energy Transfer Stations (ETS) and Containerized Boiler Plant (CBP) Service Connections

ADDENDUM ISSUE DATE:

June 16, 2015

CLOSING DATE:

ON OR BEFORE THE FOLLOWING DATE AND TIME (THE “CLOSING TIME”): TENDER CLOSING TIME: 11:00 AM LOCAL TIME

REVISED TENDER CLOSING DATE: JUNE 23, 2015

INFORMATION FOR CONTRACTORS

The following information is provided to the potential tenderers for the above named project, to the extent referenced and shall become a part thereof. No consideration will be allowed for extras due to the tenderer or any sub-contractor not being familiar with this addendum. This Invitation To Tender (ITT) addendum shall form part of the Contract Documents and is to be read, interpreted and coordinated with all other parts. The following revisions supersede the information contained in the original instructions and specifications issued for the above named project. This Addendum No. 1 contains forty-three (43) pages in total. Revised Closing Date: on or before: Tender Closing Time: 11:00 am local time Revised Closing Date: June 23, 2015 CLARIFICATIONS 1. Please find enclosed the following updated Drawings:

• C02-G01 – Cover Sheet • C02-C01 – TEC Site Plan • C02-C02 – DES - Whalley Blvd Plan & Profile (1) • C02-C03 – DES - Whalley Blvd Plan & Profile (2)

ITT 1220-020-2015-001 - Addendum No. 1 1 of 43

mailto:[email protected]

• C02-C04 – DES - Whalley Blvd Plan & Profile (3) • C02-C05 – DES - 100th Ave Plan & Profile • C02-C06 – TEC Site Sections • C02-C07 – Standard Details (1) • C02-C08 – Standard Details (2) • C02-C09 – Standard Details (3) • C02-C10 – Standard Details (4) • C02-C11 – Details (5) • C02-S01 – TEC Concrete Pad Details • C02-M01 – TEC Pipe Penetration Details • C02-M02 – Energy Transfer Station - Concord Phase 1 • C02-M03 – Energy Transfer Station - Concord Phase 2 • C02-E01 – Control Conduit Plan and TEC Electrical Plan • C02-E02 – Electrical Schematic - Concord Buildings

2. Please find enclosed an updated Schedule of Prices and associated Description of Payment Items.

3. Please find enclosed an update for Section 01120 – Equipment List

4. Please note the following change to the Cash Allowance amounts.

Description of Cash Allowance Amounts

Supply of Logstor Piping $450,000

Unknown Utility Conflicts $50,000

Traffic Management $150,000 QUESTION AND ANSWER Q1. Can you advise if the pre-stressing has to be complete in phases?

A1. Pre-stressing as a requirement has been removed in this Addendum

Q2. Can you advise what the Traffic restrictions/Traffic Control Requirements on Whalley

Boulevard and 100 Avenue? Will Whalley Boulevard be a live street during construction?

A2. There will be normal traffic activity on both Whalley Boulevard and 100 Avenue during

construction. The selected contractor will be required to develop and implement a

traffic management plan in consultation with the City. A cash allowance (see above) has

been allocated for traffic management.

Q3. When will an addendum be issued that includes drawings C05, M02, M03, E01, E02?

A3. All remaining drawings have been issued in this Addendum


Q4. The Tender documents include project milestones for completion of various stages. Can

you advise an approximate start date?

A4. It is anticipated that the contract will be awarded in mid to late July 2015. The

contractor can start upon contract award.

Q5. Can stainless steel be offered on the domestic hot water supply and return lines within

the package?

A5. Yes

Q6. Are flanged ball valves an acceptable alternative to welded for the primary pipe lines?

A6. Yes

Q7. Are 150lb class flanges acceptable on the primary side?

A7. Yes

Q8. Is there glycol in the water flowing through the meter?

A8. No

Q9. The specification state that the calculator has to be compatible with BACnet, Modbus

and analog outputs, are one of these acceptable or will all three outputs be required?

A9. BACnet is required and Modbus addition capable

Q10. Can you provide more detail on the site conditions and size of the proposed mechanical

room?

A10. In both Concord Phases, there is an 8’ X 10’ concrete housekeeping pad and a double

door entry to the room.

Q11. Please advise if the City of Surrey will require site security after hours in addition to full

site fencing as there will be sections of trench open overnight.

A11. If sections of trench are left open overnight, site fencing and after-hours site security will

be required.

END OF ADDENDUM

All Addenda will become part of the ITT Documents.


20 (1:2,000) 100m0

KEY PLANScale: 1:2000

N

100 AVENUE

138

STR

EE

T

WH

ALLEY BLVD

KIN

G G

EO

RG

E

FRASER HWY

LOCATION PLANScale: N.T.S

CITY OF SURREYDISTRICT ENERGY SYSTEM - PHASE 2a

CONTRACT No. MS 5514-105-21

N

CITY OF SURREY

FRASER HWY 1A

PROJECT LOCATION

C05

C03

C04

C02

TRANS-CANADA HWY

100 AVENUE

137

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DRAWING LISTDWG. No. TITLE

GENERAL

G01 COVER SHEET

CIVIL

C01 TEC SITE PLAN

C02 DES - WHALLEY BLVD PLAN & PROFILE (1)



C05 DES - 100th AVENUE PLAN & PROFILE (1)

C06 TEC SITE SECTIONS

C07 STANDARD DETAILS (1)





STRUCTURAL

S01 TEC CONCRETE PAD DETAILS

PROCESS

P01 P01 STD DETAILS (1)

P02 P02 STD DETAILS (2)

P03 CONCORD PHASE 1

P04 CONCORD PHASE 2

MECHANICAL

M01 TEC PIPE PENETRATIONS

M02 CONCORD PHASE 1 DES LAYOUT PLAN

M03 CONCORD PHASE 2 DES LAYOUT PLAN

ELECTRICAL

E01 CONTROL CONDUIT PLAN & TEC ELEC PLAN

E02 CONCORD PLANS

1. FABRICATION, ERECTION AND TESTING OF HOT WATER PIPING SHALL BE IN ACCORDANCE TOASME B31.1 AND CSA B51.

2. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH PROJECT SPECIFICATIONS. IN CASE OFCONFLICT THE CONTRACTOR SHALL REPORT TO THE ENGINEER IN WRITING.

3. ALL DIMENSIONS ARE ONLY INDICATIVE AND SHALL BE VERIFIED BY CONTRACTOR ON SITE.

4. CONTRACTOR SHALL CONFORM TO MANUFACTURER/SUPPLIER INSTALLATIONS INSTRUCTIONS.

5. ALL PIPING THROUGH SLEEVES OR CORED HOLES SHALL BE SEALED BY CONTRACTOR.

6. ALL JOINTS SHALL BE WELDED UNLESS STATED OTHERWISE.

7. ALL MATERIALS SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR.

8. ANY UTILITY CROSSING WITHIN 250 mm OF HOT WATER PIPING SHALL BE SEGREGATED USINGAPPROVED INSULATION BOARDS.

9. BID PRICE SHALL INCLUDE ALL COSTS ALLOCATED FOR RELOCATION OF STREET LIGHTINGCABLES OBSTRUCTING DES PIPES. OTHER OBSTRUCTIONS SHALL BE ALLOCATED IN THE BIDPRICE ONLY IF SHOWN ON THE PLAN AND PROFILE DRAWINGS.

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE UN-INSULATED JOINTS AREPROTECTED FROM WEATHER CONDITIONS AT ALL TIMES AND THAT THE TRENCH ISCONTINUOUSLY DE-WATERED.

11. NONE OF INSTALLED VALVES SHALL BE UTILIZED TO ISOLATE FOR PRESSURE TESTING PURPOSES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY TEMPORARY CONNECTIONS FORTHAT PURPOSE.

12. ALL HOT WATER PIPING SHALL BE STRICTLY ROUTED OUTSIDE OF TREE DRIPLINES.

13. THE CONTRACTOR SHALL COORDINATE BETWEEN THE SUPPLY AND RETURN LINES BURIED PIPINGAND THE INTERIOR ABOVE GROUND BUILDING PIPING TO ENSURE PROCESS CONTINUITY. THEORDER OF PIPING SHOWN ON THE PLAN AND PROFILE DRAWING TAKE PRECEDENCE.

14. BUILDING PENETRATION CONVENTION IS TO ALWAYS HAVE THE RETURN LINE ON THE RIGHT.

15. ALL DES PIPE SHALL BE APPROPRIATELY MARKED AS 'SUPPLY' OR 'RETURN' WITH WHITE PAINTEVERY 3 m.

16. PIPE REFERENCES AND NOTES ARE APPLIED TO THE SUPPLY MAINS. CORRESPONDINGREFERENCES SHALL ALSO BE APPLIED TO THE RETURN MAINS.

Surrey DES PHASE 2aKWL Project No. 471.291Date: MAY 2015

Surrey DES KING GEORGE KWL Project No. 471.291 Date: MAY 2015

HORIZONTAL CONTROL COORDINATES DERIVED FROM GPS TIES TOMONUMENTS 5541, 5215 AND 2095 USING AN R8 ROVERON THE CANNET SYSTEM.

VERTICAL DATUM IS DERIVED FROM GPS TIES TO KWL CONTROL POINTS5946,5947,5942,5943,5944 AND BY TRIGONOMETRIC OBSREVATIONSTRAVERSING THROUGH EACH OF THOSE POINTS. ELEVATIONS ARE GEODETIC.

TO CONVERT FROM UTM TO GROUND, SCALE ABOUT MONUMENT 5541 BY1/0.9995927 (1.000407465)

POINT NORTING EASTING ELEVATION DESCRIPTION5541 5447597.800 511685.575 76.625 MONUMENT 55415215 5447451.560 512066.785 81.012 MONUMENT 52152095 5447406.445 511268.184 70.972 MONUMENT 2095

5922 5447652.392 511530.753 78.373 SPIKE-59225923 5447518.258 511592.679 75.323 SPIKE-59235424 5447543.489 511560.052 78.080 KWL-59245925 5447467.682 511610.494 74.796 SPIKE-59255942 5447949.630 511622.800 80.884 SPIKE-59425943 5447963.941 511411.647 74.939 SPIKE-59435944 5447783.737 511474.827 75.726 SPIKE-59445945 5447499.820 511532.442 78.789 KWL-59455946 5447391.010 511430.305 79.193 KWL-59465947 5447392.374 511529.613 77.471 KWL-5947

GENERAL NOTES: SURVEY NOTES:

1. EXISTING UTILITY INFORMATION SHOWN ONDRAWINGS IS COMPILED FROM BESTAVAILABLE INFORMATION AND LIMITEDSURFACE FIELD SURVEY. ACCURACY ANDCOMPLETENESS IS NOT GUARANTEED.CONTRACTOR SHALL PROCEED WITHCAUTION WHEN EXCAVATING AS SOMEEXISTING BURIED UTILITIES MAY NOT BESHOWN.

2. DEFLECT HEAT PIPES ABOVE OR BELOWPOWER MAIN AS REQUIRED AT CONFLICTINGCROSSINGS.

3. ALL DISTRICT HEATING PIPES SHALL BEPRE-INSULATED STEEL WITH HDPE CASINGTYPE S04.

4. COORDINATE LAYOUT IS TO THE DES SUPPLYPIPING ONLY AS THE DES RETURN PIPINGHAS COMMON INVERTS AND IS PARALLEL TOOFFSET DIMENSIONS AS SHOWN. REFER TODETAIL 'E' ON DWG. C-501 FOR OFFSETREQUIREMENTS.

5. LEAK DETECTION BOX INSTALLED BYCONTRACTOR AT 1.5 m ABOVE FLOOR LEVELAT BUILDING PENETRATIONS.

PLAN & PROFILE NOTES:

1


1 (1:100) 5m0TEC SITE PLANScale: 1:100

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED

SURREY PROJECT NUMBER

SURREY DRAWING NUMBER

DWG.NO.

CONSULTANT PROJ. NO.

CONSULTANT

DESTROY ALL PRINTS BEARING PREVIOUS NUMBER

LEGAL DESCRIPTION

SURVEY BENCHMARKCity of Surrey13450 104 Ave. Surrey, BC,

Canada V3T 1V8

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DISTRICT ENERGY - PHS 2aKING GEORGE NODETEC SITE PLAN

############

TRL-###-###SL-###-###

2015.05.29

471-291

C011

SHOWNSHOWN

SR

SR

AMF2015-06-15 SHIFTED TEC NORTH 4m, MISC REVISIONS SR

###

###

TEC CONCRETE PAD. SEEDWG. S01 FOR DETAILS.

EXISTING HYDRANT (TYP)

EXISTING TREE (TYP)

PRO

PER

TY L

INE

PROPERTY LI

NE

PROPERTY LINE

FORTIS BC GAS PAD. SEEDETAIL ON DWG. C11.

PAVED STONE WALKWAY

TOE OF 3H:1V FILLSLOPE (TYP)

EXTENTS OF 3H:1V CUTSLOPE (TYP)

FRA

SE

R H

WY

WHALLEY BLVD.

TEMPORARY ENERGY CENTRE(TEC) SEACAN (BY OTHERS)

100 Ø SAN SERVICE

25 Ø WATER SERVICE

GAS SERVICE

(BY FORTIS BC GAS)60 Ø GAS

150 Ø DI WATER

HOT TAP WATER SERVICE TOEXISTING MAIN c/w VALVE. INSTALLSERVICE IN ACCORDANCE TOSURREY STD. DWG SSD-W.1

CONNECT SANITARY SERVICE TOEXISTING MAIN c/w INSERT-A-TEEFITTING. INV. AT MAIN = 74.9 +/-.

TEC CONCRETE PADELEV. = 78.10 m

NOTES:

1. SITE PREPARATION SHALL INVOLVE:

STRIP TOPSOIL IN AREA AFFECTED BY CONSTRUCTION AND TEMPORARILYSTOCKPILE FOR LATER REUSE.

EXCAVATE TO SUBGRADE LEVELS.

PROOF ROLL SUBGRADE IN PRESENCE OF GEOTECHNICAL ENGINEER PRIOR TOPLACEMENT OF FILL.

PLACE SPECIFIED FILLS IN COMPACTED LIFTS.

PLACE STOCKPILED TOPSOIL ON FILL AND CUT SLOPES IN ACCORDANCE WITHMMCD PLATINUM EDITION.

SEED TOPSOIL WITH GRASS CONSISTENT WITH SURROUNDING GRASS AND INCONFORMANCE WITH MMCD PLATINUM EDITION.

2. REFER TO DWG. C07 FOR GRANULAR FILL REQUIREMENTS.

3. REFER TO DWG. S01 FOR TEC CONCRETE PAD DETAILS.

4. REFER TO DWG. C11 FOR FORTIS BC GAS CONCRETE PAD DETAILS.

300 Ø DES (SUPPL

Y)

300 Ø DES (RETUR

N)

150 Ø DES (SUPPLY)

150 Ø DES (RETURN)

PROVIDE LETDOWN CURB WITH SMOOTHTRANSITION FROM EXISTING. PROVIDE ASPHALTPAVED DRIVEWAY BETWEEN CURB AND WALKWAY.

450 Ø DI WATER

TELE

PH

ON

E D

UC

TS

ELE

CTR

ICA

L D

UC

TS

ELEC

TRIC

AL D

UC

TS

114 Ø GAS

ELEC

TRIC

AL D

UCTSEL

ECTR

ICAL

DUCTS

60 Ø GAS

114 Ø GAS

FENCE. SEE DETAILON DWG. C09.

MS 5514-105-21

300 Ø DES (FUTUR

E)

300 Ø DES (FUTUR

E)

WATER METER (PROVIDED BYCITY OF SURREY).

TP02

TP01

TP04

TP03

TP07

TP08

EXISTING STUMP (TYP)

TIE-IN LISTTIE-IN # SERVICE

TP 01 HEATING WATER (SUPPLY)

TP 02 HEATING WATER (RETURN)

TP 03 WATER SERVICE

TP 04 NATURAL GAS

TP 05 ELECTRICAL SERVICE

TP 06 CONTROLS

TP 07 SANITARY SERVICE

TP 08 PROPANE 1

1

1

1

1

1

PAVED DRIVEWAY. SEEDETAIL 'A' ON DWG C07.

GRAVEL SURFACED DRIVEWAY.SEE DETAIL 'A' ON DWG C07.

1

1

1

1

P-TRAP AT BUILDING CONNECTION.INV. D/S OF P-TRAP = 77.37. 1

1

RELOCATE TREE.

SANITARY INSPECTIONCHAMBER. SEE SURREYSTD DWG SSD-S.1

1

1


73

74

75

76

77

78

79

80

81

73

74

75

76

77

78

79

80

81

2+580 2+600 2+620 2+640 2+660 2+680

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

ORIGINAL GROUND

ISOLATION VALVE

EX

300

mm

CO

NC

STO

RM

FRASER HWY WHALLEY BLVD

EX

375

mm

PVC

SA

N

EX

450

mm

DI W

ATE

R

EX

200

mm

PVC

SA

N

300 mm DES SUPPLY

300 mm DES SUPPLY

400

1500

2215END FITTING

FUTURE THIS CONTRACT

150 Ø MAIN TO TEC

ASPHALT

32

S.D.=68.803 m @ 0.16% S.D.=16.189 m @ -2.55% S.D.=54.385 m @ -0.00%VERT. CURVES.D.: 13.539R: 500.000

VERT. CURVES.D.: 7.639R: 300.000

EV

CS

: 2+

666.

781

EV

CE

: 75.

481

EV

CS

: 2+

560.

620

EV

CE

: 76.

041

EV

CS

: 2+

642.

960

EV

CE

: 75.

991

BV

CS

: 2+

659.

144

BV

CE

: 75.

578

BV

CS

: 2+

629.

423

BV

CE

: 76.

152

CONTRACTOR TO SUPPLY AND INSTALL POLYETHYLENE SHEETSAS PER MANUFACTURER RECOMMENDATIONS TO REDUCE FRICTION

SHALLOW UTILITIES,INCL. FIBRE OPTIC

H/R H/S

s

s

H/R H/R H/R H/RH/S H/S H/S H/S

H/S

H/S

H/S

H/S

H/SH/S

H/S H/S H/S

H/R

H/R

H/R

H/R

H/RH/R

H/R H/R H/R

0+100

300 mm DES SUPPLY

300 mm DES RETURN

PROPERTY LINE

S

S S S S S SS

S

S

S

S

S

S

S

S S S S

S S

W

W

W

W

W

D

DD

DD

DD

DD

D

w

w

w

w

w

s

s

W

W

W

W

WW

W W W

W

W

W

W

D

D

D

D

D

S

S

S

S

S

S

S

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

E

E

S

S

S

S

S

T

T

T

T

T

T

T

T

T

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

150

mm

DE

S S

UP

PLY

150

mm

DE

S R

ETU

RN

FUTURE DES SUPPLY

FUTURE DES RETURN

2+640 2+660 2+680

PI:

2+

636.

192

300 ∅ END FITTINGSEE DETAIL 'C' ON DRAWING C08STA: 2+629.482N: 5447615.230E: 511552.066

300 ∅ x 300 ∅ x 150 ∅PARALLEL BRANCH (COMP #3600)REFER TO DETAIL 'A' ON DRAWING C07STA: 2+633.192N: 5447618.658E: 511550.645

300 ∅ ISOLATION VALVE (COMP #4200)c/w MANHOLE VALVE ACCESSREFER TO DETAILS 'D' & 'G' ON DWG C07STA: 2+631.182N: 5447616.801E: 511551.415

150 Ø ISOLATION VALVE (COMP #4200)SEE DETAIL 'D' ON DWG C07STA: 0+115.034N: 5447622.015E: 511550.909

150 ∅ 90° BEND (COMP #2500)STA: 0+116.564N: 5447621.429E: 511549.496

CONNECTION TO ABOVE GROUND PIPESTA: 0+100.000N: 5447623.358E: 511562.970

150 ∅ 90° BEND (COMP #2500)STA: 0+103.379N: 5447626.479E: 511561.675

73

74

75

76

77

78

79

80

81

82

73

74

75

76

77

78

79

80

81

82

0+100 0+120 0+130

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

SC

HE

D. 4

0 P

IPE

LOG

STO

R P

IPE

300 Ø MAIN ONWHALLEYBLVD.

32

32

32

ASPHALTPAVERSSOIL

WHALLEY BLVDTEC

ISOLATIONVALVE

EX. 450 Ø DIWATERMAIN

965

S.D.=2.827 m

@ -0.00%

S.D.=3.379 m@ 0.00% S.D.=16.185 m @ 0.00%

STA: 0+100.000ELEV: 78.500

90° VERT BEND

STA

: 0+

100.

000

ELE

V:

75.6

18

90° BEND

STA

: 0+

103.

379

ELE

V:

75.6

18

90° BEND

STA

: 0+

119.

564

ELE

V:

75.6

18

2 (H 1:250) 10m

2m(V 1:50)0.5

0

0

N

PLANScale: 1:250

WHALLEY BLVD. PROFILEScale: H 1:250, V 1:50

TEMPORARY ENERGYCENTRE SITE


EXISTING UTILITYPOLE (TYP)

EXISTING TREE (TYP)

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


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DISTRICT ENERGY - PHS 2aKING GEORGE NODE

DES - WHALLEY BLVD PLAN & PROFILE (1)

############

TRL-###-###SL-###-###

2015.05.29

471-291

C021

SHOWNSHOWN

SR

SR/AF

AMF2015-06-15 REVISED PLAN & PROFILE SR

###

###

PRO

PER

TY L

INE

PROPERTY LINE

PROPERTY LINE

FORTIS BC GAS PAD

PAVED STONE WALKWAY

TEC PROFILEScale: H 1:250, V 1:100

MS 5514-105-21

3.00

FOR

CO

NTIN

UA

TION

SE

E D

WG

C03


71

72

73

74

75

76

77

78

79

71

72

73

74

75

76

77

78

79

2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+850

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

ORIGINAL GROUND

WHALLEY BLVD

300 mm DES SUPPLY

1250

1950

ASPHALT

SERVICE TO WEST

S.D.=4.020 m

@ 10.11%

S.D.=5.300 m@ 0.00%

S.D.=4.000 m

@ -0.00%S.D.=54.385 m @ -0.00% S.D.=104.530 m @ -2.32%S.D.=22.855 m

@ -2.32%

90° BEND

STA

: 2+

725.

166

ELE

V:

75.8

86

90° BEND

STA

: 2+

730.

466

ELE

V:

75.8

86

90° BEND

STA

: 2+

734.

466

ELE

V:

75.8

86

90° BEND

STA

: 2+

721.

166

ELE

V:

75.4

81

PA

RA

LLE

L B

RA

NC

HS

TA:

2+83

8.96

8

ELE

V:

73.4

60

U-LOOP

CB LEAD. CONFIRMELEVATION. **



CONTRACTOR TO SUPPLY AND INSTALL POLYETHYLENE SHEETSAS PER MANUFACTURER RECOMMENDATIONS TO REDUCE FRICTION

32

32

SHALLOW UTILITIES,INCL. FIBRE OPTIC

AIR

RE

LEA

SE

STA

: 2+

727.

816

H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R H/R

H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S

300 mm DES SUPPLY

300 mm DES RETURN

PROPERTY LINE

PROPERTY LINE

S

S

S

S

S

S

S

S

S S S S S S S S S S S

S S S S S S

W

W

W

W

W

W

W

W

W

W

W

W

W

D D D D D

D

D

D

WW

w

w

w

s

s

s

s

s

s

s

s

s

ss

s

ss

W W W W W W W

SSSSSSSS

GG

GG

GG

GG

GG G G G G G G G G G G

G

G

G

G

G

G

G

G

G

G

G

G

G

W W W W W W W W W W W W

T

W

W

W

2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860

PI:

2+

838.

968

300 ∅ x 300 ∅ x 100 ∅PARALLEL BRANCH ( COMP #3600)SEE DETAIL 'A ON DRAWING C07STA: 2+838.968N: 5447801.351E: 511474.891

300 ∅ 90° BEND ( COMP #2500)STA: 2+725.166N: 5447698.391E: 511513.253

300 ∅ 90° BEND ( COMP #2500)STA: 2+721.166N: 5447699.923E: 511516.948

300 ∅ 90° BEND ( COMP #2500)STA: 2+730.466N: 5447703.287E: 511511.223

300 ∅ 90° BEND ( COMP #2500)STA: 2+734.466N: 5447704.819E: 511514.918

AIR RELEASE VALVE & MANHOLESEE DETAIL 'F' ON DWG C08STA: 2+727.816N: 5447700.963E: 511512.539

2 (H 1:250) 10m

2m(V 1:50)0.5

0

0

N

PLANScale: 1:250

PROFILEScale: H 1:250, V 1:50


EXISTING TREE (TYP)

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

1:3

5 P

ME

:\047

1-29

1\50

1-D

raw

ings

\a_P

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1



############

TRL-###-###SL-###-###

2015.05.29

471-291

C031

SHOWNSHOWN

SR

SR/AF


###

###MS 5514-105-21

SERVICE TOLOT ON WESTSIDE

3.00

FOR

CO

NTIN

UA

TION

SE

E D

WG

C04FO

R C

ON

TIN

UA

TIO

NS

EE

DW

G C

02

100 Ø VALVE (COMP #4240 c/wFLOATING MANHOLE) SEE DETAILS'E' ON DWG C07 AND 'A' ON DWG C09.ADD 2 LAYERS OF FOAM PADS.


AFahmy

Rectangle

AFahmy

Rectangle

68

69

70

71

72

73

74

75

76

68

69

70

71

72

73

74

75

76

2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

ORIGINAL GROUND

WHALLEY BLVD 100 AVE

300 mm DES SUPPLY

ASPHALT

U-LOOP10

50



ROT. 90° BEND

STA

: 3+

004.

409

ELE

V:

71.5

29

ROT. 90° BEND

STA

: 3+

013.

117

ELE

V:

71.5

29

ROT. 90° BEND

STA

: 3+

016.

406

ELE

V:

72.7

06

PA

RA

LLE

L B

RA

NC

HS

TA:

3+02

1.76

1

ELE

V:

72.7

06E

ND

FIT

TIN

GS

TA:

3+02

4.40

7

ELE

V:

72.7

06

90° BEND

STA

: 2+

866.

466

ELE

V:

72.8

82

ROT. 90° BEND

STA

: 3+

001.

092

ELE

V:

72.7

30

90° BEND

STA

: 2+

870.

466

ELE

V:

72.8

40

90° BEND

STA

: 2+

875.

116

ELE

V:

72.7

92

90° BEND

STA

: 2+

861.

816

ELE

V:

72.9

30

U-LOOP

1800 Ø STORM MAIN. STABILIZEPIPE DURING CROSSING.

1200 Ø STORM MAIN. STABILIZEPIPE DURING CROSSING.

S.D.=3.527 m

@ -36.19%S.D.=8.708 m

@ 0.00%

S.D.=3.493 m

@ 35.78%

S.D.=5.355 m@ 0.00%

S.D.=2.646 m@ 0.00%

S.D.=4.650 m

@ -1.04% S.D.=125.976 m @ -0.05%

S.D.=4.000 m

@ -1.04%

S.D.=4.651 m

@ -1.04%S.D.=22.855 m

@ -2.32%

FACTORY CURVEDPIPE (PLAN)

WATERMAIN CROSSINGS.CONFIRM ELEVATION. **

33

33

33

33

H/S

H/R

H/S

H/S

H/SH/R

H/R

H/R

H/R

H/R

H/R

H/RH/R

H/RH/R

H/RH/R H/R

H/R

H/S

H/S

H/S

H/S

H/S

H/S

H/SH/S

H/SH/S

H/SH/S H/S

H/S

3+100

PROPERTY LINE

PROPERTY LINE

300 mm DES SUPPLY

300 mm DES RETURN

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S SS

S

S

S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

D

D

D

D

D

D

D

D

D

D

D

DW

W

ww

ww

ww

ww w w w

ww

w

w

w

w

w

w

w

ss

s

ss

ss

s

s

M

D

D

7120

74.8

53D

MH

-LID

-SEA

LED

W

W

W

W

W

W

W

W

W

W

W

D

D

D

D

D

D

D

D D

S

S

S

S

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG G

G

G

G

G

G

G

G

G

G

E

E

E

E

E

E

E

T

T

T

T

T

T

T

W

W

W

W

W

2+860

2+880

2+900

2+920

2+940

2+960

2+980

3+000

3+0203+024

EP

: 3+

024.

407

PI:

3+02

1.76

1P

I: 3+

022.

511

PI: 2+

861.816

PC

: 2+914.432

PC

: 2+978.402

PT: 2+

929.158

PT:

2+

988.

219

300 ∅ 90° BEND ( COMP #2500)STA: 2+870.466N: 5447827.933E: 511468.903

300 ∅ 90° BEND ( COMP #2500)STA: 2+866.466N: 5447824.238E: 511470.435

300 ∅ 90° BEND ( COMP #2500)STA: 2+861.816N: 5447822.457E: 511466.139

300 ∅ 90° BEND ( COMP #2500)STA: 2+875.116N: 5447826.151E: 511464.607

300 ∅ 90° BEND ( COMP #2500)STA: 3+016.406N: 5447953.771E: 511425.881

300 ∅ 90° BEND ( COMP #2500)STA: 3+013.117N: 5447953.761E: 511422.592

300 ∅ 90° BEND ( COMP #2500)STA: 3+004.416N: 5447945.060E: 511422.592

300 ∅ 90° BEND ( COMP #2500)STA: 3+001.092N: 5447945.060E: 511425.908

2 (H 1:250) 10m

2m(V 1:50)0.5

0

0

N

PLANScale: 1:250

PROFILEScale: H 1:250, V 1:50

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

1:3

5 P

ME

:\047

1-29

1\50

1-D

raw

ings

\a_P

rodu

ctio

n_D

wgs

\Kin

g G

eorg

e\C

02 D

PS

& E

TS\C

05 D

ES

- 10

0th

AVE

NU

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LAN

& P

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FILE

(1).d

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ize

= A

1



############

TRL-###-###SL-###-###

2015.05.29

471-291

C041

SHOWNSHOWN

SR

SR/AF


###

###MS 5514-105-21

FACTORY CURVED PIPE (COMP. #2005)300 Ø (SERIES 1), 12m LENGTH, 20° RIGHT

FOR

CO

NTI

NU

ATI

ON

SE

E D

WG

C03

FOR CONTINUATIONSEE DWG C05


69

70

71

72

73

74

75

76

77

78

69

70

71

72

73

74

75

76

77

78

3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

EX

600

mm

PVC

SA

N

EX

250

mm

PVC

SA

N

ORIGINAL GROUND

VERT CURVES.D.: 7.795R: 260.000

EV

CS

: 3+

213.

344

EV

CE

: 73.

959

EV

CS

: 3+

149.

944

EV

CE

: 73.

209

BV

CS

: 3+

205.

552

BV

CE

: 73.

765

BV

CS

: 3+

129.

316

BV

CE

: 71.

414

PA

RA

LLE

L B

RA

NC

HS

TA:

3+10

0.00

0

ELE

V:

73.5

2290 ° BEND

STA

: 3+

103.

000

ELE

V:

73.5

22

90° BEND

STA

: 3+

116.

282

ELE

V:

73.5

22

90° BEND

STA

: 3+

127.

948

ELE

V:

71.1

89

EN

D F

ITTI

NG

STA

: 3+

246.

377

ELE

V:

75.2

81

45° BRANCH

STA

: 3+

214.

194

ELE

V:

73.9

93

45° BRANCH

STA

: 3+

244.

377

ELE

V:

75.2

01

VERT CURVES.D.: 20.726R: 135.000

ASPHALT

S.D.=3.000 m

@ -0.00%

S.D.=13.282 m @ 0.00% S.D.=11.897 m @ -20.00%

S.D.=1.387 m

@ 16.50%

S.D.=55.611 m @ 1.00%

S.D.=2.002 m@ 4.00%

S.D.=0.850 m@ 4.00% S.D.=30.207 m @ 4.00%

CO

NC

OR

D P

HS

1 S

ER

VIC

E

CO

NC

OR

D P

HS

2 S

ER

VIC

E

450 Ø WATER

600 Ø STORM

600 Ø SANITARY

H/S

H/R H/R H/R H/R H/R H/R H/R H/R H/R

H/R

H/S H/S H/S H/S H/S H/S H/S H/S H/S H/S

H/S

H/S

H/R

H/R

H/R

H/S

H/S

3+10

0

3+12

0

3+140 3+160 3+180 3+200 3+220 3+240 3+246

PROPERTY LINE

PROPERTY LINE

150 mm DES SUPPLY

150 mm DES RETURN

W

S

S

SS

S

S

S

S

S

S

SSS

SSS

SS

S

SS

S

S

S

S S S S S S S

S

S

SSSSS

WW

W W W W W W W W W W W

W W

W

W W

W

W

W

W

W

W

D

DDDDD

D

DD

D

D

D D D D

D

w

ss

s

s

s

s

s

s

ss

s

s

s

s

s

s

M

M

MON

D

D

712074.853DMH-LID-SEALED

W W W W W W W W W W W W W W

W

W

D

D D D D D D D D D

G G G G G G G G G G G G G G G G G G

GG

G

GG

GG

GG

G

G G G G G G

G G G G G G G G G

G G

E E E

E E E E E E E E E E E E

EE

E

T T T T T T T T

W

2+98

03+

000

3+02

0

PC: 2+978.402

PT: 2+988.219

150 ∅ x 80 ∅ 45° STRAIGHT BRANCH (COMP #3400)AND 80 ∅ 45° BEND (COMP #2500)STA: 3+214.194N: 5447943.150E: 511525.131EXTEND BRANCH DOWNWARD TO SUITINCREASED DEPTH OF SERVICE

150 ∅ x 80 ∅ 45° STRAIGHT BRANCH (COMP #3400)AND 80 ∅ 45° BEND (COMP #2500)STA: 3+244.377N: 5447942.246E: 511555.303EXTEND BRANCH DOWNWARD TO SUITDEPTH OF SERVICE

150 ∅ END FITTING (COMP #1008)SEE DETAIL 'C' ON DWG C08STA: 3+246.377N: 5447942.464E: 511557.306

150 ° VALVE (COMP #4240)c/w FLOATING MANHOLESEE DETAILS 'E' ON DWG C07 & 'A' ON DWG C09STA: 3+245.629N: 5447942.224E: 511556.555

150 ∅ 90° BEND ( COMP #2500)STA: 3+000.242N: 5447944.252E: 511438.885

150 ∅ 90° BEND ( COMP #2500)STA: 3+018.507N: 5447955.914E: 511439.146

150 ∅ 90° BEND ( COMP #2500)STA: 3+018.765N: 5447956.130E: 511425.891

BP: 5+000.000

EP: 5+009.042

BP: 4+000.000

EP: 4+009.078

72

73

74

75

76

72

73

74

75

76

4+000 4+020

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

73

74

75

76

77

73

74

75

76

77

5+000 5+020

FOAMPADS

B (m)# of LAYERS

SURFACE TYPE

WATERMAIN CROSSING.CONFIRM ELEVATION. **

S.D.=8.128 m@ -1.00%

45° BRANCH

STA

: 4+

000.

000

ELE

V:

73.4

46

BLD

G P

EN

ETR

ATI

ON

STA

: 4+

008.

127

ELE

V:

73.3

65

REFER TO DWG. M02

S.D.=8.132 m@ -1.00%

45° BRANCH

STA

: 5+

000.

000

ELE

V:

74.7

01

BLD

G P

EN

ETR

ATI

ON

STA

: 5+

008.

131

ELE

V:

74.6

19

WATERMAIN CROSSING.CONFIRM ELEVATION. **

REFER TO DWG. M02

ASPHALT S/W BLVD

ASPHALT S/W BLVD

2 (H 1:250) 10m

2m(V 1:50)0.5

0

0

N

PLANScale: 1:250

100th AVE PROFILEScale: H 1:250, V 1:50

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

5:0

9 P

ME

:\047

1-29

1\50

1-D

raw

ings

\a_P

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100

th A

VE P

lanP

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DES - 100th AVE PLAN & PROFILE

############

TRL-###-###SL-###-###

2015.05.29

471-291

C050

SHOWNSHOWN

SR

SR/AF

AMF

###

###MS 5514-105-21

CONCORD PHS 1 SERVICE.SEE DWG M02. CONCORD PHS 2 SERVICE.

SEE DWG M03.

CONCORD PHASE 1 SERVICE PROFILEScale: H 1:250, V 1:50

CONCORD PHASE 2 SERVICE PROFILEScale: H 1:250, V 1:50

FOR

CO

NTI

NU

ATI

ON

SE

E D

WG

C04


1 (1:100) 5m0

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

11:

47 A

ME

:\047

1-29

1\50

1-D

raw

ings

\a_P

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SIT

E S

EC

TIO

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.dw

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TEC SITE SECTIONS

############

TRL-###-###SL-###-###

2015.05.29

471-291

C061

SHOWNSHOWN

SR

SR

AMF2015-06-15 REVISED SECTIONS FOR NEW TEC POSITION SR

###

###

FRA

SE

R H

WY

MS 5514-105-21

1

1

1

1

1

1


D.E.S TYPICAL TRENCH SECTION OFPARALLEL DISTRICT HEATING PIPES

N.T.S

B-

D.E.S. TYPICAL TRENCH DIMENSIONS

METRIC IMPERIAL

PIPE SIZE NPS mm 'A' mm 'B' mm NPS in 'A' ft-in 'B' ft-in

48.3/110 40 Ø 800 300 1-1/2" Ø 2'-8" 1'-0"

60.3/125 50 Ø 825 325 2" Ø 2'-9" 1'-1"

76.1/140 65 Ø 850 325 2-1/2" Ø 2'-10" 1'-1"

88.9/160 80 Ø 900 350 3" Ø 3'-0" 1'-2"

114.3/200 100 Ø 975 400 4" Ø 3'-3" 1'-4"

139.7/225 125 Ø 1,025 425 5" Ø 3'-5" 1'-5"

168.3/250 150 Ø 1,075 450 6" Ø 3'-7" 1'-6"

219.1/315 200 Ø 1,200 500 8" Ø 4'-0" 1'-8"

273.0/400 250 Ø 1,375 600 10" Ø 4'-6" 2'-0"

323.9/450 300 Ø 1,475 650 12" Ø 4'-10" 2'-2"

355.6/500 350 Ø 1,600 700 14" Ø 5'-3" 2'-4"

406.4/520 400 Ø 1,640 720 16" Ø 5'-5" 2'-5"

457.2/560 450 Ø 1,720 760 18" Ø 5'-8" 2'-6"

508/630 500 Ø 1,860 830 20" Ø 6'-1" 2'-9"

'B'

'A'100

BE

DD

ING

300

PIP

EC

OV

ER

RO

AD

STR

UC

TUR

E

200

CONTROL CONDUIT, 53 mm RPVC (DB2) (TYP)

PIPE BEDDING AND SURROUNDCOMPACTED TO 95 % MODIFIED PROCTORDENSITY (ASTM D-698).

WARNING TAPE ABOVE ALL PIPES

INSULATED DISTRICT HEATING PIPES

TRENCH SIDE SLOPES TO CONFORMTO WORKSAFE BC REQUIREMENTS

NATIVE BACKFILL MATERIALCOMPACTED TO 90% M.P.D. INLIFTS NOT EXCEEDING 300 mm

ASPHALTIC CONCRETE SURFACES:STRAIGHT SAW CUT EDGE 300 mmOUTSIDE EXCAVATED AREA.

300

TRAVELLED AREASNON-TRAVELLED AREAS

75 mm SUB-BASE COMPACTED TO 95%MODIFIED PROCTOR DENSITY (ASTM D-698)IN LOOSE LIFTS NOT EXCEEDING 300 mm.

100

300

EX. ASPHALT

OVERLAP TOP ASPHALT LIFTON EXISTING ASPHALT

EXISTING WATERPROOFING /DAMP PROOFING. SEE NOTE 12.

TWO (2) LAYERS OF ALSANRS230 FLASH c/w ALSAN RSFLEECE REINFORCEMENT.(SEE NOTE 8)

NON-SHRINK CEMENTITIOUSREPAIR MORTAR (TARGET V/OOR APPROVED EQUAL)

HDPE PIPE JACKET OVERINSULATED PIPE (TYP).SEE NOTE 10.

EXISTING CONCRETE WALL.SEE NOTE 7.

BUSH HAMMER EXISTINGCONCRETE TO MIN. 6mmAMPLITUDE AND APPLYCONCRETE BONDING AGENTPRIOR TO GROUT PLACEMENT.

LAP MIN 300mm OFFLASHING ONTO EXISTINGWALL

WATERTIGHT CONCRETE PENETRATIONDETAIL (PLAN VIEW)

N.T.S

C-

53 mm RPVC CONTROL CONDUIT.TERMINATE 300 mm - 450 mmFROM INTERIOR WALL AND WRAPWATER TIGHT.

INTERIOREXTERIOR

SUPPLY

RETURN

300MIN.

OWNER SUPPLIED SEALRING, COMP #5800 (TYP.)

S.S. CLAMP (TYP)

BURIED VENT-VALVE-VENT DETAILN.T.S

E-

LOGSTOR 4240 PRE-INSULATED VALVE

100 mm THICK HIGH DENSITY FOAM PADS (TYP)

300 R=1000

100

300

VALVE BOX: DOBNEY FOUNDARY MR-8 ORAPPROVED EQUAL. PROVIDE LOCKING LIDWITH "DES" LETTERING ON LID.ASPHALT SURROUND WHEN VALVE BOX

IS OUTSIDE OF NORMALLY PAVED AREAS

19 Ø HDPE DRAINAGE TUBE

DES VALVE BOX DETAILN.T.S

D-

PIPE BEDDING

200 Ø PVC RISER PIPE. EXTEND 150 mm IN VALVE BOX.

300 R=1000

100

300

VALVE BOX: DOBNEY FOUNDARY MR-8 ORAPPROVED EQUAL. PROVIDE LOCKING LIDWITH "DES" LETTERING ON LID.

ASPHALT SURROUND WHEN VALVE BOXIS OUTSIDE OF NORMALLY PAVED AREAS

19 Ø HDPE DRAINAGE TUBE

LEN

GTH

TO

SU

IT

LEN

GTH

TO

SU

IT

AS SPECIFIED

AS SPECIFIED

NATIVE BACKFILL MATERIALCOMPACTED TO 90% M.P.D. INLIFTS NOT EXCEEDING 200mm

LOGSTOR 4200 PRE-INSULATED VALVE

NATIVE BACKFILL MATERIALCOMPACTED TO 90% M.P.D. INLIFTS NOT EXCEEDING 200mm

DES

SUB-BASE

BASE

ASPHALT

DES

SUB-BASE

BASE

ASPHALT

SUBGRADEFILL

PIPE BEDDING

SUBGRADEFILL

PIPE BEDDING

NOTE:

REFER TO 'TYPICAL ROAD STRUCTURES' DETAIL ON THISDWG FOR DESCRIPTIONS OF AND REQUIREMENTS FORGRANULAR MATERIALS AND ASPHALT.

LOGSTOR 4315 GALV. VALVE COVER (TYP)

200 Ø PVC RISER PIPE. EXTEND 150 mm IN VALVE BOX.

WRAP VENT BODY WITH NON-WOVEN GEOTEXTILE (TYP)

100 mm THICK HIGH DENSITY FOAM PADS (TYP)

PIPE BEDDING

MANHOLE VALVE ACCESS DETAIL(WHERE SPECIFIED)

N.T.S

G-

C-18 CAST IRON FRAME AND COVER.MARK COVER WITH "SURREY DES"

900 I.D. CONCRETE MANHOLE LID c/wOPENING TO MATCH FRAME & COVER.

900 I.D. CONCRETEMANHOLE SECTIONS

CONCRETE SPACER RINGS:MIN. 2, MAX. 4. CEMENTMORTAR INSIDE AND OUT.

SOLID CONCRETEBLOCKS UNDER BARREL,MIN. 200mm WIDE

100 mm THICK HIGH DENSITYFOAM PADS (TYP)

100 mm THICK HIGHDENSITY FOAM PADS (TYP)

SECTIONScale: 1:15

1-

1-

TYPICAL ROAD STRUCTURESScale: 1:10

A-

300

100

115 ASPHALT

25 mm BASE COURSE

75 mm SUB-BASE COURSE

UPPER COURSE

LOWER COURSE

SUBGRADE FILL

300

100 HFSA


SUBGRADE FILL

ASPHALT ROADWAYS

300

100

75 ASPHALT

25 mm BASE COURSE


SUBGRADE FILL

ASPHALT TEC DRIVEWAY GRAVEL TEC DRIVEWAY

BYPASS DETAILN.T.S

F-

LOGSTOR 4240PRE-INSULATEDSERVICE VENT

12 Ø STAINLESSSTEEL NPT

12 Ø GLOBE VALVEAND UNION

PLAN

ELEVATION

NOTE:

VALVE OPERATOR TO FACE TOOUTSIDE OF TRENCH

12 Ø STAINLESSSTEEL ELBOW

12 Ø STAINLESSSTEEL ELBOWS

12 Ø GLOBE VALVEAND UNION

ROAD STRUCTURE / GRANULAR MATERIAL REQUIREMENTS

MATERIAL DESCRIPTION SPECIFICATION / REQUIREMENTS

ASPHALT MMCD UPPER COURSE #2MMCD LOWER COURSE #2

LOWER COURSE #2 REQ'D WHEN OVERALL PAVEMENT DEPTHEXCEEDS 75 mm

IN ACCORDANCE WITH MMCD PLATINUM EDITION, SECTION 32 12 16.

HFSA HIGH FINES SURFACINGAGGREGATE

IN ACCORDANCE WITH THE BC MINISTRY OF TRANSPORTATION ANDINFRASTRUCTURE (MOTI) STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION (2012), SECTION 202.

COMPACT TO 95% MODIFIED PROCTOR DENSITY (ASTM D-698).

BASE COURSE 25 mm MINUSGRANULAR BASE

IN ACCORDANCE WITH MMCD PLATINUM EDITION, SECTION 31 05 17,TYPE 2 GRANULAR BASE.

COMPACT TO 95% MODIFIED PROCTOR DENSITY (ASTM D-698).

SUB-BASE COURSE 75 mm MINUSCRUSHED GRANULARSUB-BASE


COMPACT TO 95% MODIFIED PROCTOR DENSITY (ASTM D-698) INLOOSE LIFTS NOT EXCEEDING 300 mm.

SUBGRADE FILL 150 mm MINUS PITRUNGRAVEL OR APPROVEDNATIVE MATERIAL

IN ACCORDANCE WITH MMCD PLATINUM EDITION, SECTION 31 05 17,PIT RUN GRAVEL OR APPROVED NATIVE MATERIAL.

COMPACT TO 90% MODIFIED PROCTOR DENSITY (ASTM D-698) INLOOSE LIFTS NOT EXCEEDING 300 mm. COMPACT TOP 300 mm TO95% MODIFIED PROCTOR DENSITY (ASTM D-698).

PIPE BEDDING GRANULAR PIPE BEDDINGAND SURROUND MATERIAL

AS PER SPECIFICATIONS.

COMPACT TO 95% MODIFIED PROCTOR DENSITY (ASTM D-698) INLOOSE LIFTS NOT EXCEEDING 300mm.

DRAIN ROCK 50mm CLEAN, ROUND STONEOR CRUSHED ROCK


GENERAL NOTES:

1. BUILDING PENETRATION MUST BE CORED.

2. THE CONTRACT DOCUMENTS ARE BASED ON ASSUMED RECORD DIMENSIONS FOR THE EXISTING BUILDINGSTRUCTURE AND ASSUMPTIONS IN ACCORDANCE WITH DETAILING AND PLACING PRACTICE. THESEASSUMPTIONS MAY VARY FROM THE ACTUAL ONSITE CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELYINFORM THE ENGINEER OF ANY VARIATIONS FROM THE ASSUMED CONDITIONS.

3. MINOR MODIFICATIONS SHALL BE REQUIRED TO THE WORK INDICATED ON THESE DRAWINGS TO REFLECTACTUAL SITE CONDITIONS. THE CONTRACTOR SHALL COOPERATE WITH THE ENGINEER IN THIS REGARD.MINOR MODIFICATIONS SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL NOT RESULT INA CHANGE IN CONTRACT PRICE.

4. ENSURE THAT ALL NECESSARY JOB DIMENSIONS ARE TAKEN AND ALL TRADES ARE COORDINATED FOR THEPROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR THEACCURACY AND COMPLETENESS OF SUCH DIMENSIONS AND FOR COORDINATION.

5. PRIOR TO FABRICATION OF ANY STRUCTURAL MEMBERS, THE CONTRACTOR SHALL COMPLETE THIS SITEREVIEW OF CRITICAL "TIE-IN" DIMENSIONS AND CONFIRM ALL DIMENSIONS TO ENSURE PROPER FIT OF NEWWORK TO EXISTING. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK.

6. COMMENCEMENT OF CONSTRUCTION OR ANY PART THEREOF CONSTITUTES ACCEPTANCE OF EXISTINGCONDITIONS AND MEANS DIMENSIONS AND ELEVATIONS HAVE BEEN CONSIDERED, VERIFIED AND AREACCEPTABLE.

7. THE CORING OR CUTTING OF OPENINGS AND HOLES SHOWN ON THE DRAWINGS THROUGH THE EXISTINGSTRUCTURE SHALL NOT CUT ANY REINFORCING BARS. THE CONTRACTOR SHALL LOCATE THE POSITION OFEXISTING REINFORCING BARS IN THE VICINITY OF THE HOLES AND SLEEVES TO BE CUT OR CORED, AND THEHOLES AND SLEEVES SHALL BE LOCATED TO AVOID CUTTING OF REINFORCING BARS. WHERE THIS IS NOTPOSSIBLE, IT SHALL BE REPORTED TO THE ENGINEER FOR REVIEW.

WATERPROOFING NOTES:

8. WATERPROOFING SHALL BE SOPREMA ALSAN RS 230 FLASH, 2 LAYERS COMPLETE WITH ALSAN RS FLEECEFLASHING REINFORCEMENT. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

9. WEATHER CONDITION REQUIREMENTS (TO BE CONFIRMED WITH MANUFACTURER): ALSAN RS 230 FLASH SHALL BE INSTALLED ON A DRY SUPPORT, AT A TEMPERATURE BETWEEN 5 AND 35

DEGREES CELSIUS. ALSAN RS 230 FLASH SHALL NOT BE INSTALLED WHEN RAIN IS FORECASTED WITHIN 12 HOURS OF

INSTALLATION OR WHEN THERE IS A RISK OF EXPOSURE TO ANY TYPE OF WATER WITHIN 12 HOURS OFINSTALLATION.

10. SUBMIT APPROVED APPLICATOR CARD TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION.

11. PIPE SURFACE PREPARATION: CONTRACTOR SHALL PERFORM AN ABRASION TEST ON THE PIPE JACKET ANDSELECT A PRIMER BASED ON THE RESULTS OF THE TEST AND AS RECOMMENDED BY THE MANUFACTURER.NOTIFY ENGINEER OF THE PRIMER SELECTED PRIOR TO APPLICATION.

12. CONCRETE SURFACE PREPARATION: SURFACE SHALL BE DUST-FREE AND HAVE NO OTHER SUBSTANCES THATCAN INTERFERE WITH THE ADHERENCE. ANY RESIDUE SHALL BE REMOVED BY CLEANING, SANDING OR HIGHPRESSURE WASHING.

13. CONTRACTOR SHALL CONFIRM EXISTING FOUNDATION WALL WATERPROOFING / DAMP-PROOFING SYSTEMAFTER EXCAVATION AND PRIOR TO NEW PIPE PENETRATION WATERPROOFING. CONTRACTOR SHALL NOTIFYTHE ENGINEER TO CONFIRM THE COMPATIBILITY OF THE PROPOSED WATERPROOFING SYSTEM.

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TABLE - FOAM PACK NUMBERSFOR TX BRANCH TEE COUPLINGS

BRANCH PIPE OUTTERCASING Ø (mm)

MAIN PIPE OUTTER CASING Ø (mm)

250 315 400 450 500 520 560

110 9 11 12 10+11 10+12 10+13 10+13

MANHOLE FRAME & COVER BASED ON PIPE/VALVE SIZE TABLE

DPS COVER DIMENSIONS STANDARD

33 Ø /90 Ø TO168 Ø /250 Ø mm 750 mm

FRAME: DOBNEY FOUNDARY C-23 OR APPROVED EQUALCOVER: DOBNEY FOUNDARY C-23A OR APPROVED EQUAL

219 Ø / 315 Ø mm 900 mmFRAME & COVER: DOBNEY FOUNDARY C-42 OR APPROVEDEQUAL

273 Ø / 400 Ø TO406 Ø / 520 Ø mm

MIN. 1000 mm SQUARECLEAR OPENING

U.S.F. FABRICATION INC. ALUMINUM HATCH: MODEL THS48x54, SPRING LOADED, H20 CAPABLE LOADING

D.E.S LOW PROFILE VENT IN MANHOLE DETAILN.T.S

G-

D.E.S ISOLATION VALVE ANDAIR RELEASE IN MANHOLE DETAIL

N.T.S

F-

NOTE: MANHOLE NOT SHOWNFOR CLARITY. SEE DETAIL 'H' ONON THIS SHEET.

NOTE: MANHOLE NOT SHOWNFOR CLARITY. SEE DETAIL 'H' ONTHIS SHEET.

INSULATED HEATINGPIPE (TYP)

WELDED AND INSULATEDISOLATION VALVE c/wTWO SERVICE VALVES.COMP. 4240

PRE-INSULATED PIPE, COMP. 2000w/ INSULATION AND HDPE JACKETSECTION REMOVED BYCONTRACTOR

TX JOINT COMP. 5191 c/wFOAM PACK (SEE TABLEBELOW), COLLARS AND WRAP(TYP.)

PRE-INSULATED SERVICEVALVE COMP. 4270

MODIFIED OWNER SUPPLIEDBX KIT COMP 5022 CUT ANDFILLED WITH NEW MASTIC

WELDOLET SIZED FOR 60 mm.SUPPLIED BY CONTRACTOR

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CL CL

CL CL

NOTE:RISERS IN 100 Ø, 125 Ø AND150 Ø HEIGHTS.

CL

CL

750 Ø MAX

750 Ø MAX

750 Ø MAX

1530

1530

4030

040

80

70

50

50

3-15M E/W TOPAND BOTTOM

B B

280150

C C D D

SE

E N

OTE

50

65

7540

175

C-23 / C-23A CAST IRONFRAME AND COVER

SECTION B-B SECTION C-C SECTION D-D

ROUND COLLAR PLAN RISER PLAN ROOF SLAB PLAN

2-15M, 900 LONG,AT EACH CORNER

2-15M RING

FLOATATION PAD DETAILN.T.S

A-

A

SECTION A-A

SLAB PLAN

ISOMETRIC VIEW

RISER

ROUND COLLAR

FLOTATION PAD

75

40

STEP FOR COLLAR,TYPICAL AT 4 SIDES

215

100604-15M (TYP)

4 SIDES

15M AT 95 mm O/CEACH WAY

750 MIN1000 MAX

750 (TYP)

750

MIN

1000

MA

X

750

(TY

P)

3-15M, 1500 LONG,AT EACH CORNER

NOTES:

1. FOR 25 mm AND 50 mm AIR VALVES2. MAXIMUM 200 mm Ø WATERMAIN FOR 600 mm Ø CONCRETE BARREL. USE1050 mm Ø PRECAST MANHOLE BARRELS FOR DIAMETERS GREATERTHAN 200 mm Ø.

3. REFER TO CONTRACT SPECIFICATIONS FOR DETAILS.

600

MIN

750

MA

X

A

A

STANDARD MANHOLEFRAME & COVERMARKER "WATER"

MORTAR

1 TO 3 PRECASTCONCRETESPACERS

PRECAST 600 mm ØCONCRETE BARREL

SET CONCRETE PIPEON 4 CONCRETEBLOCKS

AIR RELEASE VALVE ASSEMBLY DETAILN.T.S

B-

DRAIN ROCK

AIR VALVE

EXISTING GRADE

DRAIN ROCK

CHAMBER DETAIL

SECTION A-A

AIR VALVE ASSEMBLY DETAIL

AIRVALVESIZE

CORP.STOPSIZE

25 25

50 40

CORPORATION STOP

DIRECT TAP OFFDUCTILE IRON MAIN

FLEXIBLE FILLER 50 MIN. CLEARANCE


D.E.S LEAK DETECTION WIRING DETAILSN.T.S

A-

D.E.S LEAK DETECTION - TERMINAL BOX1517 CONNECTION SCHEMATIC

N.T.S

B-

D.E.S SURVEILLANCE SYSTEM CABLECONNECTION AT STRAIGHT JOINTS

N.T.S

C-

D.E.S LEAK DETECTION CONNECTION SCHEMATICCONNECTION BOX 1516 AND DETECTOR BOX 2020

N.T.S

D-

NOTES:

1. ORIENTATED ALL STRAIGHT PIPES SO THAT THE TINPLATED WIRE IS ON THE RIGHT (LOOKINGAWAY FROM THE DIRECTION OF SUPPLY SOURCE).

2. ORIENTATED HORIZONTAL BENDS SO THAT THE TINPLATED WIRE IS PLACED ON THE INSIDE ANDTHE CLEAN COPPER WIRE ON THE OUTSIDE.

3. IN STRAIGHT TEE FITTINGS, THE CLEAN COPPER WIRE IS LED THROUGH THE BRANCH AND BACKAGAIN.

4. FOLLOWING A BEND OR TEE, IT MAY BE NECESSARY TO CONNECT THE CLEAN COPPER WIRE TOTHE TINPLATED ONE. REFER TO THE MANUFACTURERS WRITTEN INSTALLATION MANUAL FORDETAILED INSTRUCTIONS.

5. FOR TEES AND FITTINGS CAPABLE OF VARIOUS ORIENTATION, ENSURE TIN PLATED AND COPPERWIRES ARE CONSISTENT AND NOT CROSSED.

6. LEAK DETECTION WIRES TO BE CRIMPED AND SOLDERED AT PIPE ENDS EXCEPT WHERE NOTED.

CLEAN COPPER THREADTIN PLATED COPPER THREAD

J1

J3

J2

HEAT RETURN

HEAT SUPPLY

1 2 5 3 4 1 2 5 3 4

PRE-INSULATEDHEAT PIPE WITH LEAKDETECTION WIRES (TYP)

CONNECTION BOX 1517

DETECTOR BOXX1L

CONNECTION BOX 1516LOCATE ON WALL CLOSE TOWALL PENETRATION, 1.5 mABOVE FLOOR LEVEL

GROUND WIRE (TYP)SLOT JOINT KIT INSULATION AND RUN WIREALONG SURFACE - CRIMP AND SOLDER WIRESTO CONNECT CABLE BEWTEEN TWO PIPES

TIN WIRE

OUTSIDE JACKET OFPRE-INSULATED PIPE

COPPER WIRE

FIELD JOINT KIT

LOCATE IN TEMPORARYENERGY CENTRE (TEC)

GROUND WIRE (TYP)

WALLPENETRATION

HEAT RETURN

HEAT SUPPLY

LOCATE ON WALL CLOSETO WALL PENETRATION

REQUIRED AT ALL BUILDINGPENETRATIONS

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INSULATED HEATINGPIPE (TYP.)

TIN PLATEDCOPPER THREAD

CLEAN COPPERTHREAD

FROM STRAIGHT PIPE TO PARALLEL TEE,CONNECT TIN PLATTED COPPERTHREAD AND 1 CLEAN COPPER THREAD(DEPENDANT ON ORIENTATION)

PLAN

ELEVATION

PIPE TEE ELBOW PARALLEL BRANCH 1

1

1

L-TYPE EXPANSION LOOP SHOWING 3 LAYERS OF FOAM PADSPLAN - DETAIL

N.T.S

G-

U-TYPE EXPANSION LOOP SHOWING 3 LAYERS OF FOAM PADSPLAN - DETAIL

N.T.S

F-

DIRECTION OFLONGERSTRAIGHTLENGTH

2/3

B

B

2/3

B

B

DES PIPES

1

1


1.5m(1:30)0.250

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FORTIS BC GAS PAD AND FENCING DETAILSScale: 1:30


1000 2571 1000

300

25

550

CONTAINER ELEVATION FRONT VIEWScale: 1:25

15M AT 250 mm c/c TOP ANDBOTTOM. 150 HOOK EACH END

200 mm THICKNESS OF 75 mmMINUS SUB-BASE COURSE

200 mm THICKNESS OF 25 mmMINUS BASE COURSE.

BACKFILL WITH 350 mm OFAPPROVED NATIVE MATERIALCOMPACTED TO 90% MODIFIEDPROCTOR DENSITY

MATCH EXISTINGGROUND

NOTE:

REFER TO DETAIL 'A' ON DWG C07 FOR DESCRIPTIONS OFAND REQUIREMENTS FOR GRANULAR MATERIALS ANDASPHALT.

RO

AD

STR

UC

TUR

E

BASE

SUB-BASE

SUBGRADE FILL

300

3 (MIN)1

SOUTHNORTH

SAN. DRAIN

300 394 300 830

DRAIN SUMP

4571

STEEL CONTAINER(BY OTHERS)

EL.= 78.40

2900

5241(TYP.)

16147

STEEL CONTAINER(BY OTHERS)

CONCRETEPAD

CONTAINER RESTRAINT. SEEDETAIL 'A' THIS SHEET. (TYP)

15M AT 250 mm c/c

15M AT 250 mm c/c REBAR DOWELBENT TO SUIT AS SHOWN

CONTAINER ELEVATION SIDE VIEWScale: 1:25

10001000

WEST EAST

3650 300 394 300

18148

DRAIN SUMP. SEEDETAIL 'B' THIS SHEET. EL.= 78.40

75 Ø SLEEVE TO ACCOMODATEWATER SERVICE

1300

300

FORTIS BC GAS PAD.REFER TO DWG. C11FOR DETAILS.

994

394

497 497

250250

250

15M AT 250 mm c/c TOP ANDBOTTOM. 150 HOOK EACH END

DRAIN c/w P-TRAP. SEE DWG C1FOR PLUMBING DETAILS

15M AT 250 mm c/c REBARDOWEL BENT TO SUIT ASSHOWN

50(T

YP

)

DRAIN SUMP DETAILScale: 1:10

B-

32 mm GALVANIZEDSTEEL GRATING

300

114

300

250

300

50(T

YP

)

STEEL CONTAINER

120 x 120 x 10 STEEL ANGLE120 LONG. COAT WITH MIN.2 mil EPOXY PAINT - COLOURTO MATCH CONTAINER.

25 mm Ø HILTI HAS ROD AND NUTINSTALLED WITH THE HILTI HIT-RE 500ADHESIVE SYSTEM. INSTALL AS PERMANUFACTURER'S INSTRUCTIONS.PROVIDE PROOF OF MANUFACTURERTRAINING PRIOR TO INSTALLATIONS.

8

CONTAINER RESTRAINT DETAILScale: 1:5

A-

WELD SIDES AND TOP OF PLATE

NOTES:

1. CONCRETE 28-DAY COMPRESIVE STRENGTH SHALL BE 30 MPa.

2. SLABS-ON-GRADE MUST MEET THE FOLLOWING TOLERANCES:

THICKNESS -0 mm, +6 mm TOP ELEVATION NOT MORE THAN ±3 mm VARIATION FROM AN ESTABLISHED PLANE

OR PROVIDE NECESSARY SHIMS TO MEET CONTAINER SUPPLIER'SREQUIREMENTS AT ALL ANCHOR LOCATIONS.

11

25 mm CHAMFER

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1. REFER TO SPECIFICATIONS FOR ABOVE-GROUND PIPE INSULATION.

2. COORDINATE PIPE PENETRATIONS THROUGH CONCRETE SLABWITH CONCRETE TRADE.

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DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

8:2

7 A

MO

:\040

0-04

99\4

71-2

91\5

01-D

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1

DES - PHASE 2ENERGY TRANSFER STATION

#45.1 CONCORD - PHASE 1

5514-105-21

TRL-###-###SL-###-###

2015.06.15

471-291

0

SHOWNSHOWN

KAW

AU

AMF

--

--

1150

500

2000

1800

10'-0" x 8'-0" DEU AREA

1800 x 2000 x 75 mmHIGH CONCRETEHOUSEKEEPING PAD

200

1300

1100750

HOUSEKEEPING PAD LOCATION PLANScale: 1:50

PRIMARY HWS PIPING PLANScale: 1:20

DEU ROOM

500

PIPING FROM WATER ENTRY ROOM (FLOOR ABOVE)

45.1-DHX-1(1500 L x 470 W x 1084 H)

45.1-HX-1(267.8 L x 191 W x 616 H)

200

1300

11001100

400

2000

300

PRIMARY HWR PIPING PLANScale: 1:20

500

PIPING TO WATER ENTRY ROOM (FLOOR ABOVE)

292

1433

1100450

SECONDARY HWS PIPING PLANScale: 1:20

1350

275

292

1433

1100450

SECONDARY HWR PIPING PLANScale: 1:20

1000

275

STRAINER

450

2000

300

400

FE-01

CONCRETE SLAB BETWEENDEU ROOM (BELOW) ANDWATER ENTRY ROOM (ABOVE)

450 450

400

GENERAL NOTES:

1. ALL DIMENSIONS ARE IN 'mm'.

2. TOP-FLAT REDUCERS ON ALL HORIZONTAL PIPES;CONCENTRIC REDUCERS ON ALL VERTICAL PIPES.

3. DRAWINGS SHALL BE READ IN CONJUNCTION WITHPROJECT SPECIFICATIONS AND P&ID'S.

4. COUPLINGS ADDED FOR EASY REMOVAL OF ALLTHREADED COMPONENTS.

5. FOLLOW MANUFACTURER'S REQUIREMENTS FORMINIMUM STRAIGHT LENGTHS UPSTREAM ANDDOWNSTREAM OF FLOWMETER.

6. CENTRELINE OF 80 Ø PRIMARY S/R HEADERS IN DEUROOM ARE SHOWN 2000 mm FROM DEU ROOMFLOOR SLAB.

7. CENTRELINE OF 80 Ø PRIMARY S/R HEADERS INWATER ENTRY ROOM ARE SHOWN 800 mm FROMWATER ENTRY ROOM FLOOR SLAB. TIE-IN LOCATIONSTO BE DETERMINED.

80x6565x80

80x50

50x80

45.1-DHX-1(1500 L x 470 W x 1084 H)

45.1-DHX-1(1500 L x 470 W x 1084 H)

45.1-DHX-1(1500 L x 470 W x 1084 H)

45.1-HX-1(267.8 L x 191 W x 616 H)

45.1-HX-1(267.8 L x 191 W x 616 H)

45.1-HX-1(267.8 L x 191 W x 616 H)

350

45.1-HX-1

45.1-DHX-1

STRAINER (TYP.)

PRIMARY SUPPLY PIPING

PRIMARY RETURN PIPING

SECONDARY RETURN PIPING (TYP.)

SECONDARY SUPPLY PIPING (TYP.)

BUILDING WALL


10'-0" x 8'-0" DEU AREA

1800 x 2000 x 75 mmHIGH CONCRETEHOUSEKEEPING PAD

200

1300

550

1000

1300

450

2300

HOUSEKEEPING PAD LOCATION PLANScale: 1:50

DEU ROOM

500

45.2-DHX-1(1500 L x 470 W x 1084 H)

45.2-HX-1(512 L x 366 W x 1250 H)

41501800

500

2000

200

1300

550

1000

1650

500

414

1312

55010001350

275

414

1312

550

1000

2000

275

SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

10:

42 A

MO

:\040

0-04

99\4

71-2

91\5

01-D

raw

ings

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ize

= A

1

DES - PHASE 2ENERGY TRANSFER STATION


5514-105-21

TRL-###-###SL-###-###

2015.06.15

471-291

0

SHOWNSHOWN

KAW

AU

AMF

##

##

PRIMARY HWS PIPING PLANScale: 1:20

PRIMARY HWR PIPING PLANScale: 1:20

SECONDARY HWS PIPING PLANScale: 1:20

SECONDARY HWR PIPING PLANScale: 1:20

GENERAL NOTES:

1. ALL DIMENSIONS ARE IN 'mm'.

2. TOP-FLAT REDUCERS ON ALL HORIZONTAL PIPES;CONCENTRIC REDUCERS ON ALL VERTICAL PIPES.

3. DRAWINGS SHALL BE READ IN CONJUNCTION WITHPROJECT SPECIFICATIONS AND P&ID'S.

4. COUPLINGS ADDED FOR EASY REMOVAL OF ALLTHREADED COMPONENTS.

5. FOLLOW MANUFACTURER'S REQUIREMENTS FORMINIMUM STRAIGHT LENGTHS UPSTREAM ANDDOWNSTREAM OF FLOWMETER.

6. CENTRELINE OF 80 Ø PRIMARY S/R HEADERS ARESHOWN 2000 mm FROM FLOOR SLAB. TIE-INLOCATIONS TO BE DETERMINED.

400

2300

950

STRAINER

FE-01

80x6565x80

80x50

50x80

45.2-HX-1(512 L x 366 W x 1250 H)

45.2-HX-1(512 L x 366 W x 1250 H)

45.2-DHX-1(1500 L x 470 W x 1084 H)

45.2-DHX-1(1500 L x 470 W x 1084 H)

45.2-DHX-1(1500 L x 470 W x 1084 H)

240 240

135 135

45.2-HX-1(512 L x 366 W x 1250 H)

45.1-HX-1

45.1-DHX-1

STRAINER (TYP.)

PRIMARY SUPPLY PIPING

PRIMARY RETURN PIPING

SECONDARY RETURN PIPING (TYP.)

SECONDARY SUPPLY PIPING (TYP.)

BUILDING WALL


SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

2:4

1 P

ME

:\047

1-29

1\50

1-D

raw

ings

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TS\E

01 C

ON

DU

IT P

LAN

.dw

g

010

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1


CONTROL CONDUIT PLAN & TEC ELEC PLAN

############

TRL-###-###SL-###-###

2015.06.15

471-291

E010

SHOWNSHOWN

SR

SR


###

###

CONCORD PHASE 1CONNECTION

CONCORD PHASE 2CONNECTION

WH

ALLEY BLVD.

100th AVE

FRASER HWY

N

1 x 53 mm RPVC CONTROL CONDUIT.SEE DETAIL 'B' ON DWG C07.

103 RPVC ELECTRICAL SERVICEDUCT. INSTALL IN ACCORDANCEWITH UTILITY STANDARDS. REFERTO BCH DESIGN FOR TERMINATIONLOCATION.TEC

TEC ELECTRICAL PLANScale: 1:100

CONTROL CONDUIT PLANScale: 1:1000

MS 5514-105-21

NOTES:

1. COORDINATE PIPE PENETRATIONS THROUGH CONCRETE SLABWITH CONCRETE TRADE.

2. PROVIDE PULL STRINGS IN ALL ELECTRICAL AND CONTROLCONDUITS.


SEALCLIENT

TITLE

REV.

5

4

3

2

1

DESCRIPTION BYDATE

DATE (YYYY.MM.DD)

REV.

DESIGNED

DRAWN

SCALE:HOR.VERT.

REVIEWED



DWG.NO.


CONSULTANT


LEGAL DESCRIPTION


Canada V3T 1V8

SA

VED

201

5-06

-15

11:

03 A

MO

:\040

0-04

99\4

71-2

91\5

01-D

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ings

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1

DES PHASE 2ELECTRICAL SCHEMATIC

CONCORD BUILDINGS

5514-105-21

TRL-###-###SL-###-###

2015.06.15

471-291

0

NONENONE

KAW

AU

AMF

--

--

GENERAL NOTES1. THE ENERGY METER PANEL WILL BE HOUSED WITHIN THE LOCAL ETS

CONTROL PANEL AND POWERED ACCORDINGLY.

2. CONTRACTOR TO CONFIRM ACTUAL REQUIRED SUPPLY VOLTAGES ANDCONNECTION DETAILS AFTER SELECTION OF EQUIPMENT.

3. IN CASE OF DISCREPANCY, THIS ELECTRICAL DRAWING TAKES PRECEDENTOVER THE PROCESS AND INSTRUMENTATION DRAWINGS.

SPECIFIC NOTES

1 UPS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR.

2 HOT WATER TEMPERATURE SIGNAL FROM SECONDARY SUPPLY.

PT02

PT01

FCV01

LOCAL ETS CONTROL PANEL

TT21

2TT01

TT02

FT01

120VACSupply UPS

1

INSTRUMENT SIGNAL SYMBOLS

SOFTWARE OR DATA LINK

ELECTRIC SIGNAL

POWER SUPPLY

TT22

2

3CONTRACTOR TO ALLOW FOR NECESSARY PROVISIONS TO CONNECTTHE LOCAL ETS CONTROL PANEL TO A CENTRAL CONTROL PANEL VIASECURE INTERNET CONNECTION.

Central Control Panel

3

TT51

2TT52

2FCV02

IS21

IS22

IS51

IS52

PT02

PT01

FCV01

LOCAL ETS CONTROL PANEL

TT21

2TT01

TT02

FT01

120VACSupply UPS

1

TT22

2TT51

2TT52

2FCV02

IS21

IS22

IS51

IS52




City of SurreyRfT No. 1220-020-2015-001 for

Phase 2a Construction of DPS, ETS and CBP Service Connections (C02)

FORM OF TENDER

SCHEDULE 1 - QUANTITIES AND PRICES

Item Description of Work Unit Est.Qty. Unit Price Total Price1. GENERAL1.1 Bonding and Insurance L.S. -1.2 Mobilization/Demobilization L.S. -1.3 Project Management / Overhead & Markup L.S. -1.4 Survey O&M Manuals and Record Drawings L.S. -

Subtotal Items 1.1 to 1.42. SITE WORK2.1 Site Preparation lin.m 6092.2 Trenching, Bedding & Import Backfill (1.2 - 1.8 m Depth)

a) 150 mm dia Piping lin.m 131b) 300 mm dia Piping lin.m 20

2.3 Trenching, Bedding & Import Backfill (1.8 - 2.4 m Depth)a) 80 mm dia Piping lin.m 27b) 100 mm dia Piping lin.m 4c) 150 mm dia Piping lin.m 41d) 300 mm dia Piping lin.m 386

2.4 Site Restorationa) Concrete Sidewalk / Pavement lin.m 25b) Asphalt Road Repair lin.m 575c) Concrete Curb and Gutter lin.m 22d) Soft Surface Landscape lin.m 27

2.5 D.E.S. Manhole ea 62.6 Utilities Crossing ea 202.7 Valve Boxes ea 22.8 Air Release Valve Assembly ea 12.9 100 mm dia. Sanitary Sewer L.S. -2.10 25 mm dia. Water Service L.S. -2.11 CBP Concrete Pad (Optional) L.S. -2.12 Fencing & Gates L.S. -2.13 Logstor Material Handling L.S. -2.14 FortisBC Gas Pad L.S. -2.15 DPS Control Conduit L.S. -2.16 Misc. Civil Work

a) Major Storm Main Crossing at 100th Ave ea 2b) Tree Relocation ea 1c) High Fines Surfacing Aggregate m2 180d) Base m2 15e) Sub-base m2 190f) Subgrade fill m3 130g)Topsoil stripping at TEC m3 150h) Asphalt driveway m2 16i) TEC Landscaping (grass seeding) m2 220Subtotal Items 2.1 to 2.16 Inclusive

15. MECHANICAL15.1 D.E.S. Piping and Valve System

a) DWG C02-C02 L.S. -b) DWG C02-C03 L.S. -c) DWG C02-C04 L.S. -d) DWG C02-C05 L.S. -

15.2 Connections to Containerized Boiler Plant L.S. -15.3 Testing & Commissioning of DES L.S. -15.4 Leak Detection L.S. -


City of SurreyRfT No. 1220-020-2015-001 for

Phase 2a Construction of DPS, ETS and CBP Service Connections (C02)

FORM OF TENDER

SCHEDULE 1 - QUANTITIES AND PRICES

Item Description of Work Unit Est.Qty. Unit Price Total Price15.5 ETS Work

a) DWG C02-P03 L.S. -b) DWG C02-P04 L.S. -Subtotal Items 15.1 to 15.5 Inclusive

16. ELECTRICAL & CONTROLS16.1 Concord Phase 1 Building L.S. -16.2 Concord Phase 2 Building L.S. -16.3 Connection to Central Control Station L.S. -

Subtotal Items 16.1 to 16.3 Inclusive17. INDETERMINATE ITEMS17.1 Trench Over Excavation m3 5017.2 Removal of Existing Abandoned Utilities lin.m 2017.3 Additional Mass Concrete m3 517.4 Removal of Buried Concrete m3 5

17.5Supply, Placement and Compaction of Additional Fill Material as Requested by the Engineer tonne 50

17.6 Controlled Density Fill m3 1017.7 Trench Rock Removal m3 517.8 Dritherm m3 517.9 Tree and Root Mass Removal ea 317.10 Electrical Duct Bank lin.m 5017.11 Electrical Connection to BCHydro L.S. -17.12 Watermain Replacement ea 2

Subtotal Items 17.1 to 17.12 Inclusive18. CASH ALLOWANCE18.1 Supply of pre-insulated pipes L.S. L.S. - $450,00018.2 Unknown Utilities L.S. L.S. - $50,00018.3 Traffic . Pedestrian Management Implementation L.S. L.S. $150,000

Subtotal Items 1 to 18 Inclusive GST @ 5%TOTAL TENDER PRICE

Corporate Name of Tenderer

Signature of Tenderer

Date


1.1 Description of Payment Items

.1 Work set out in the Schedule of Quantities and Prices shall include, but not be limited by, the following brief descriptions:

PART 1 - GENERAL

1.1 Bonding and Insurance

This item shall include all costs for bonding and insurance for the complete Contract.

Payment will be made at the lump sum price tendered in the Schedule of Quantities and Prices on the first progress payment subsequent to submission of documentation of Bonding and Insurance coverage.

The lump sum tender under this item shall not exceed 1% of the total tender price.

1.2 Mobilization and Demobilization

This item shall include all costs for mobilization and demobilization associated with the Contractor's equipment, site facilities, and services including temporary access road for the work.

Payment for mobilization and demobilization will be made at the lump sum price shown in the Tender Form. Fifty percent (50%) of the lump sum price will be paid on the first progress payment certificate due after the Contractor has established the operation and facilities specified, and received the Owner’s approval of the construction schedule. The remaining 50% will be paid upon completion of the contract, removal of equipment, and cleanup and site restoration of the work areas to the satisfaction of the Engineer. The lump sum bid under this item shall not exceed 3% of the total tender. 1.3 Project Management / Overhead & Markup

This item shall include all cost related to project management, coordination and the overhead and markup for the unit rates in all the subsequent sections.

This item shall also include all cost to prepare a Traffic and Pedestrian Management Plan that covers the length of the Place of the Work. The Plan must be approved by the City prior to commencement of the Work. Cost should account for possible Plan revisions as requested by the City prior to final approval. Cost for implementation shall be covered under Cash Allowance (Refer to Section 18.3)

Payment will be made at the lump sum price quoted in the Schedule of Quantities and Prices.


1.4 Survey and Record Drawings This item shall include all costs for labour, materials and equipment to conduct:

1. Construction survey layout of all utilities to lines and grades as shown on drawings; and

2. Record survey of all as-built utility locations and elevations. Record survey information shall be provided to the Engineer in project datum in digital, CSV file (Northing, Easting, Elevation, Description) or AutoCAD DWG format. Information to include, but not limited to:

Manholes, Building Penetration (Location and Elevation) Centerline inverts of standard benched manholes Finished lid/rim centerline elevation D.E.S. Pipe (Location, Invert Elevation, Finished Surface Grade) All mainline fittings, bends, tees, valves, end caps, etc… All service line fittings, bends, tees, valves, end caps, etc… General (Location and Elevation) Existing utilities locations and inverts at D.E.S. Pipe crossings

Note: Construction Survey does not replace the requirement for the Contractor to maintain an accurate set of red-lined record drawings indicating all changes to the design.

This item shall also include all costs for labor and material to submit: 1. Operation & Maintenance Manuals 2. As-Built Drawings / Record Drawings 3. ISO’s / welding maps

Payment will be made at the lump sum price quoted in the Schedule of Quantities and Prices. PART 2 - SITE WORK

2.1 Site Preparation

This item shall include all costs for the completion of site work preparation for the D.E.S. piping installation. This shall include, but not be limited to, the clearing and grubbing of the site, removal of cleared and grubbed materials from site, and installation of temporary fencing. This shall also include asphalt and concrete saw cut as per the Drawings and Specifications. Payment will be made at the unit price tendered per lineal metre of prepared trench piping.


2.2 a),b),c),d) Trenching, Bedding & Import Backfill (1.2 – 1.8 m)

This item provides all compensation for all costs for excavation depth from 1.2 to 1.8 m of piping trenches, supply, place and compact bedding material and trench backfill. (For trenches to accommodate the D.E.S. Piping). The work includes but is not limited to:

• Trench excavation • Disposal of excavated material • Supply, placement, and compaction of bedding material in the pipe zone • Approved trench backfill • Excavation for tee installation • Shoring and dewatering • Testing of bedding and backfill material • Support of existing structures and piping

Payment will be made at the unit rate tendered for each lineal metre of piping trench. 2.3 a),b),c),d) Trenching, Bedding & Import Backfill (1.8 – 2.4 m) This item provides all compensation for all costs for excavation depth from 1.8 to 2.4 m of piping trenches, supply, place and compact bedding material and trench backfill. (For trenches to accommodate the D.E.S. Piping). The work includes but is not limited to:

• Trench excavation • Disposal of excavated material • Supply, placement, and compaction of bedding material in the pipe zone • Approved trench backfill up to subgrade • Excavation for tee installation • Shoring and dewatering • Testing of bedding and backfill material • Support of existing structures and piping

Payment will be made at the unit rate tendered for each lineal metre of piping trench.


2.4 a),b),c),d) Site Restoration This item shall include all costs for re-instatement of existing sod, seed, topsoil, turf, asphalt, sidewalks and curb and gutters, in areas disturbed by construction to City of Surrey standards. This item shall also include all costs for sawcut removal of concrete and asphalt, replacement of base and subbase materials as detailed on the construction drawings, line painting if applicable and sidewalk and curb restoration. All waste debris shall be disposed of off-site. Restoration work covered under this item is limited to that which is a direct result of construction activities in the immediate vicinity of the proposed works. Any other area appurtenances, surface features, etc. that have been disturbed by the Contractor shall be restored to their original condition at the cost of the Contractor. Payment will be made at the unit rate tendered in the Schedule of Quantities and Prices. 2.5 D.E.S. Manhole This item provides compensation for all costs for supply, construction, and installation of floating concrete manholes as shown on the drawings. Payment will be made at the unit rate tendered in the Schedule of Quantities and Prices. 2.6 Utilities Crossing This item provides compensation for all costs for supply, preparation, and installation of Styrofoam and insulation providing minimum clearance between existing utilities or bedrock and the D.E.S. piping. Payment will be made at the unit rates tendered for each crossing requiring minimum clearance. 2.7 D.E.S. Valve Boxes This item provides compensation for all costs for supply, construction, and installation of Valve Boxes as shown on the drawings. Payment will be made at the unit rate tendered in the Schedule of Quantities and Prices.

2.8 Air Release Valve Assembly

This item provides compensation for all costs for material and labour to supply and install air release valve manhole assembly including but not limited to precast manhole sections, lid, frame and cover, concrete blocks, and drain rock. The cost for valves, pipe tapping and related mechanical work shall be included in Part 15.


Payment will be made at the unit rate tendered for each air valve assembly installed. 2.9 100-mm-diameter Sewer

This item provides compensation for all costs for material and labour to supply and install 100-mm-diameter PVC sanitary sewer service as shown on the drawings and specifications, including but not limited to piping, fittings, couplings, equipment, cleanouts, inspection chambers, and all other additional work related to sanitary sewers and services.

Payment will be made at the unit rate tendered for each lineal metre of piping installed. 2.10 25-mm-diameter Water Service

This item provides compensation for all costs for material and labour to supply and install 25-mm-diameter water service as shown on the drawings and specifications, including but not limited to piping, valves, fittings, couplings, equipment, curb stop, connections to municipal utility and boiler plant, all other additional work related to water services.

Payment will be made at the unit rate tendered for each lineal metre of piping installed.

2.11 CBP Concrete Pad and connections (Optional)

This item provides compensation for all costs for material and labour to supply and install the Containerized Boiler Plant concrete pad as shown in the drawings including all necessary earth works and service connections not covered above. Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices.

2.12 Fencing & Gate

This item provides compensation for all costs for material and labour to supply and install the fencing and gate as shown in the drawings.

2.13 Logstor Material Handling

This item provides compensation for all costs for material and labour to coordinate, receive, inspect, handle and track all Logstor® material as stated in the Schedule of Quantities in Section 01220 Part 2

Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices. 2.14 FortisBC Gas Pad

This item provides compensation for all costs for material and labour to supply and install the FortisBC gas meter concrete pad as shown in the drawings.


Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices. 2.15 DPS Control Conduit

This item provides compensation for all costs for material and labour to supply and install the DPS controls conduit and associated pull boxes as per the project drawings and specifications.

Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices.

2.15 Miscellaneous Civil Works

This item provides compensation for all costs for material and labour to complete the following tasks a) Major Storm Main Crossing at 100th Ave (stabilize existing) b) Tree Relocation c) High Fines Surfacing Aggregate (100mm depth) d) Base (100mm depth) e) Sub-base (300mm depth) f) Subgrade fill (75mm minus gravel) g) Topsoil stripping at TEC (assumed 300mm depth with stockpiling and later

respreading) h) Asphalt driveway (75mm depth) i) TEC Landscaping (grass seeding)

Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices. PART 15 - MECHANICAL

15.1 a),b),c),d) D.E.S. Piping and Valve System

This item provides compensation for all costs for mechanical works required in accordance with the drawings and specifications. This item shall include, but not be limited to, supply, preparation, and installation of D.E.S. piping, valves, equipment, pipe supports, fittings, couplings, poly wrapping and all other additional work related to D.E.S. piping equipment. This item shall also include all x-ray testing of every D.E.S. piping weld.



15.2 Connections to Containerized Boiler Plant This item provides compensation for all costs for materials and labour for all connections to the Containerized Boiler Plant as shown on the drawings including but not limited to D.E.S. piping, water service and sanitary services.


15.3 Testing & Commissioning of D.E.S. This item provides compensation for all costs required to flush, test, and commission all D.E.S. piping system installed as per the Drawings and Specifications.

Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices. 15.4 Leak Detection This item provides compensation for all costs required for leak detection of the entire D.E.S. piping system installed. This will include the installation and wiring of the X1L in the Containerized Boiler Plant and the 1517 boxes in the two Phase 2a ETS only.

Payment will be made at of the lump sum price tendered in the Schedule of Quantities and Prices.

15.5 a),b) ETS Work

This item provides compensation for all costs for mechanical works required in accordance with the drawings and specifications. This item shall include, but not be limited to, supply, preparation, and installation of piping, valves, equipment, pipe supports, fittings, couplings and all other additional work related to the ETS piping equipment. This item shall also include all x-ray testing and commissioning as per project specifications.



PART 16 - ELECTRICAL & CONTROLS

16.1 Concord Phase 1 Building

This item provides compensation for all costs for electrical and controls works required in accordance with the drawings and specifications for Concord Phase 1 building. This item shall include, but not be limited to, supply and installation of all electrical and controls components and all other additional work to have a fully operational system as per the project specifications.

Payment will be made at the lump sum price quoted in the Schedule of Quantities and Prices. 16.2 Concord Phase 2 Building

This item provides compensation for all costs for electrical and controls works required in accordance with the drawings and specifications for Concord Phase 2 building. This item shall include, but not be limited to, supply and installation of all electrical and controls components iand all other additional work to have a fully operational system as per the project specifications.

Payment will be made at the lump sum price quoted in the Schedule of Quantities and Prices. 16.3 Central Control Station

This item provides compensation for all costs for electrical and controls works required in accordance with the drawings and specifications for connecting Concord Phase 1 and Phase 2 buildings to the existing central control panel at City Hall.

Payment will be made at the lump sum price quoted in the Schedule of Quantities and Prices. PART 17 - INDETERMINATE ITEMS

All indeterminate items and the quantities identified in Schedule A may increase, decrease or not be used at all. No payment will be made if the work is not undertaken.


17.1 Trench Over Excavation

This item provides compensation for all costs associated with vertical pipe trench over excavation in general as directed by the Engineer. The work includes but is not limited to:

• Trench over excavation • Disposal of over excavated material • Additional fill material • Shoring and Dewatering • Testing of additional fill material

Payment will be made at the unit rate tendered based on the fill volume determined in the field by the Engineer. 17.2 Removal of Existing Abandoned Utilities This item includes all costs for supply of all materials, equipment, labour, excavation and backfill to remove and dispose of existing abandoned utilities in conflict with the D.E.S. piping alignment as directed by the Engineer. This item shall also include the additional fill material to replace the abandoned utilities volume.

Payment will be made at the unit rate tendered for each lineal metre of abandoned pipe removed.

17.3 Additional Mass Concrete as Requested by the Engineer

This item shall include all costs for crude forming and placement of mass concrete as requested by the Engineer.

Payment will be made at the unit price quoted in the Schedule of Quantities and Prices for each cubic meter of concrete in place. Measurement will be based on truck volume as per dispatch slips certified by the Engineer.

17.4 Removal of Buried Concrete

This item shall include all costs for supply of all materials, equipment, and labour for removal of buried concrete in conflict with the D.E.S. piping trench as directed by the Engineer. This item shall include, but not limited to saw cut and removal of concrete, disposal off site, and backfill with import material.

Payment will be made at the unit price quoted in the Schedule of Quantities and Prices for each cubic meter of concrete removed. Measurement will be based on field measurement by the Engineer

17.5 Supply, Placement and Compaction of Additional Fill Material as Requested by the Engineer


This item shall include all costs for supply, placement, and compaction of additional 75 mm minus free draining structural backfill material as requested by the Engineer.

Payment will be made at the unit price quoted in the Schedule of Quantities and Prices.

17.6 Controlled Density Fill

This item shall include all costs for forming, placing, finishing and curing of additional concrete density fill as requested by the Engineer.

Payment will be made at the unit price quoted in the Schedule of Quantities and Prices for each cubic meter of concrete in place. Measurement will be based on truck volume as per dispatch slips certified by the Engineer. 17.7 Trench Rock Excavation

This item provides compensation for the addition-al cost of removing and disposing of trench rock over that of earth excavation. Trench rock excavation shall include the excavation and disposal of all material which in the opinion of the Engineer requires for its removal either drilling and blasting, wedging, sledging, or breaking with a power operated hand tool. Rock excavation does not include the excavation of soft or disintegrated rock which can be removed with a handpick or power-operated excavation machine. NO payment will be considered for trench rock encountered in subgrade fill sections. Rock excavation shall also include the removal and disposal of boulders exceeding one (1) cubic metre in volume if within a trench section, or if exceeding two (2) cubic metres if within a road subgrade section, which lie wholly within the excavation and in the opinion of the Engineer interfere with the work. If an outcropping of bedrock protrudes into the excavation and a portion less than one (1) cubic metre in volume is removed by blasting, payment will be made for a minimum of one (1) cubic metre. Excavated rock shall be disposed of on-site at locations designated by the Engineer. Payment will be made for the volume of rock excavation at the unit rate tendered per cubic metre.

17.8 Dritherm

This item shall include all costs for supply, formwork, and placement of Dritherm material as requested by the Engineer.


Payment will be made at the unit price quoted in the Schedule of Quantities and Prices for each cubic meter of dritherm placed. Measurement will be based on field measurement by the Engineer.

17.9 Tree and Root Mass Removal

This item provides compensation for all costs for material and labour to remove tree and root mass from the pipe trench where in conflict with the D.E.S. piping where indicated on the drawings and where instructed by the Engineer.

Payment will be made at the unit rate tendered for each tree and root mass removed.

17.10 Electrical Duct Bank

This item provides compensation for all costs for material and labour to supply and install an underground electrical duct bank to connect the BCHydro transformer to the CBP as per this sketch:

17.11 Electrical Connection to BCHydro

This item provides compensation for all costs for material and labour to supply and install the electrical cable connecting the BCHydro transformer to the CBP. The scope of work shall allow for:

1. 60 m of cable (600V / 180 amps)

2. Cable termination

3. Coordination with C01 Contractor and BCHydro

4. Supply and installation of the main breaker and meter base enclosure mounted outside the CBP


2.7 Watermain Replacement

This item provides compensation for all costs for the relocation of a 300 mm existing watermain, to City of Surrey Standards, in direct conflict with the D.E.S. piping alignment.

Payment will be made at the unit rate tendered in Schedule 1 for each relocation as directed by the Engineer.

PART 18 - CASH ALLOWANCE

Refer to Division 00 for terms and conditions 18.3 Traffic & Pedestrian Management

This item also includes all costs for labour and equipment to implement the Traffic and Pedestrian Management Plan for the duration of the Work for all areas that it applies to. This includes coordination with, and notification to all applicable parties for lane or road closures. Payment will be made as required back up by time sheets and other supporting documentation.

END OF SECTION


Table of Contents No. Clause Page

PART 1 HEAT EXCHANGER QUANTITIES .................................................................. 2

PART 2 DISTRIBUTION PIPING SYSTEM QUANTITIES .............................................. 1

PART 3 INSTRUMENTATION AND CONTROLS QUANTITIES ................................... 3


PART 1 HEAT EXCHANGER QUANTITIES Refer to Table 1 for heat exchanger quantities; selections in the table take precedence over the values shown on the P&ID.


PART 2 DISTRIBUTION PIPING SYSTEM QUANTITIES Refer to Table 2 for distribution piping system material quantities.


LOG# Item NPS1 NPS2 mm Required Extra1517 INTERMEDIATE TERMINAL '1517' 11518 EXTENSION TERMINAL '1518' 1

X1L (Leak Detection Panael) 12000 PIPE 3 88.9 / 160 4 12000 PIPE 6 168.3 / 250 32 42000 PIPE 12 323/450 72 62500 ELL - 45DEG 3 88.9 / 160 42500 ELL - 90DEG 3 88.9 / 160 2 42500 ELL - 90DEG 6 168.3 / 250 16 42500 ELL - 90DEG 12 323/450 24 83400 TEE - STRAIGHT 6 3 168/250x88/160 43600 TEE - PARALLEL 12 3 323/450x88/160 23600 TEE - PARALLEL 12 6 323/450x168/250 44200 BALL VALVE 6 168.3 / 250 24200 BALL VALVE 12 323/450 44240 Isolation with 2 sevice Valves (V-V-V) 3 88/160 24240 Isolation with 2 sevice Valves (V-V-V) 6 168/250 24270 Pre-insulated service valve (42x110mm) 2 45022 BX JOINT 3 88/160 10 85022 BX JOINT 6 168/250 72 85022 BX JOINT 12 323/450 124 165035 C2L JOINT KIT 3 88/160 2 25035 C2L JOINT KIT 6 168/250 2 25035 C2L JOINT KIT 12 323/450 2 25191 TX JOINT KIT 12 323/450 2 45600 ENDCAP 3 88/160 45700 END FITTING 3 160 casing 25700 END FITTING 6 250 casing 25700 END FITTING 12 450 casing 45800 SEALRING 3 160 48070 CABLE TAKE OFF IN END CAPS 4

CRIMP CONNECTORS bag 1CANUSA WRAP 2CRIMP TOOL 1MASTIC TAPE (IMASTIK 3X40) (Wrapid) 1WARNING TAPE 3

2005 Curved Pipe 12 323/450 2

Table 2: Pre-insulated piping / accessories quantities


PART 3 INSTRUMENTATION AND CONTROLS QUANTITIES Refer to Table 3 for controls and instrumentation quantities.


Table 3: Contractor Supplied Equipment - Control Schedule - Contract C02

C02-P03 Flow Control Valve 45.1-FCV-01 50 4.4 L/s ΔP Calculated: 21.2 kPa; Cv 40; Fail LastC02-P03 Flow Control Valve 45.1-FCV-02 63 8.4 L/s ΔP Calculated: 30.9 kPa; Cv 63; Fail closedC02-P03 Flow Meter & Transmitter 45.1-FE-01 50 10.7 L/sC02-P03 Temperature Element 45.1-TE-01 (1)C02-P03 Temperature Element 45.1-TE-02 (1)C02-P03 Temperature Element 45.1-TE-21 (2)C02-P03 Temperature Element 45.1-TE-22 (2)C02-P03 Temperature Element 45.1-TE-51 (2)C02-P03 Temperature Element 45.1-TE-52 (2)C02-P03 Pressure Transmitter 45.1-PT-01C02-P03 Pressure Transmitter 45.1-PT-02C02-P03 Energy Meter 45.1-JQ-01C02-P03 Local Panel LP

C02-P04 Flow Control Valve 45.2-FCV-01 50 6.3 L/s ΔP Calculated: 33.9 kPa; Cv 40; Fail LastC02-P04 Flow Control Valve 45.2-FCV-02 63 8.4 L/s ΔP Calculated: 30.9 kPa; Cv 63; Fail closedC02-P04 Flow Meter & Transmitter 45.2-FE-01 50 12.5 L/sC02-P04 Temperature Element 45.2-TE-01 (1)C02-P04 Temperature Element 45.2-TE-02 (1)C02-P04 Temperature Element 45.2-TE-21 (2)C02-P04 Temperature Element 45.2-TE-22 (2)C02-P04 Temperature Element 45.2-TE-51 (2)C02-P04 Temperature Element 45.2-TE-52 (2)C02-P04 Pressure Transmitter 45.2-PT-01C02-P04 Pressure Transmitter 45.2-PT-02C02-P04 Energy Meter 45.2-JQ-01C02-P04 Local Panel LP

Specific Notes: (1) temperature elements for energy metering must be paired, as per EN1434. (2) temperature elements installed on secondary lines.

Building Name

#45.1ConcordPhase 1

P&ID Drawing #

Tag #Equipment Size (mm)

#45.2ConcordPhase 2

Operating Setting Other / Comment Notes

General Notes: design temperature = 95°C and design pressure = 1,600 kPa (232 PSI)


END OF SECTION


INVITATION TO TENDER (ITT) NO.: 1220-020-2015-001 · This Invitation To Tender (ITT) ... Control...

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