conjunction with all other applicable construction

HM

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1millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWINGPRODUIT PAR DAO

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Vendor Information / Sous-traitant

Pêches et OcéansCanada

Garde côtièreCanadienne

Fisheries and OceansCanada

CanadianCoast Guard

C

23

scale - échelle

date

CCG ref. no. - no. réf. GCC

approved - approuvé

drawing no. - no. dessin sheet-feuille

designed - conception

date

drawn - dessiné date

Asset - Actif

rev by datedescription

Arch

D

Drawing - Dessin

rev-rév

par

checked - vérifié date

poucesinches654210 REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

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MCTS TOWER SITE

DISCOVERY

COVER SHEET

LSL 2021-06-14

SC 2021-06-14

BT 2021-06-14

BT 2021-06-14

N6247 AS NOTED

WM625-1005

WM

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01/09 1

1 ISSUED FOR TENDER LSL 2021-07-14

GENERAL NOTES

1. THESE DRAWINGS ARE TO BE READ INCONJUNCTION WITH ALL OTHER APPLICABLECONSTRUCTION DOCUMENTS. DEVIATION OFPROJECT CONSTRUCTION IS NOT ACCEPTABLEUNLESS INSTRUCTED BY THE ENGINEER.

2. ALL INFORMATION CONCERNING EXISTING SITECONDITIONS HAVE BEEN TAKEN FROM ORIGINALDRAWINGS AND SITE MEASUREMENTS. SHOULDINFORMATION OR SITE CONDITIONS DIFFERSIGNIFICANTLY FROM THAT SHOWN, ADVISE CCGENGINEERING.

3. DO NOT COMMENCE CONSTRUCTION USING THESEDRAWINGS UNLESS NOTED "FOR CONSTRUCTION".

4. CONSTRUCTION SHALL BE IN ACCORDANCE WITHTHE NATIONAL BUILDING CODE 2010 ANDREFERENCED STANDARDS THEREIN.

5. DRAWINGS SHOW COMPLETED STRUCTURESONLY. CONTRACTOR IS RESPONSIBLE TO PROVIDETEMPORARY STRUCTURES AND BRACING FORCONSTRUCTION LOADING CONDITIONS ANDSTABILITY OF THE STRUCTURE DURINGCONSTRUCTION. CONSTRUCTION LOADS SHALLNOT EXCEED THE DESIGN LOADS.

6. IT IS THE DISCRETION OF THE ENGINEER TOCONDUCT INSPECTIONS OR ACCEPT PHOTOS OFREINFORCING PRIOR TO THE PLACEMENT OFCONCRETE.

CANADIAN COAST GUARD DISCOVERY MOUNTAIN SITE

SONORA ISLAND, BC

DRAWING LISTNUMBER DRAWING NAME

01 COVER SHEET

02 SITE PLAN

03 SITE CLEARING PLAN

04 FOUNDATION PLAN

05 FOUNDATION ELEVATION ANDS DETAILS

06 SITE GRADING PLAN

07 ANTENNA LAYOUT

08 GROUNDING PLAN

09 FUEL TANK DETAILS

KEY PLANSITE LOCATION MAPSCALE: 1:200NOT TO SCALE

LEGEND

640.00

TOPOGRAPHIC CONTOURS BASED ON SITE SURVEYCOMPLETED 2020-11-28 and UAV SURVEY COMPLETED2019-07-16.

ORTHO-IMAGERY DERIVED FROM UAV SURVEY COMPLETED2019-07-16.

CONTROL INFORMATION BASED ON BASELINES TO QUADRAISLAND AND BEAVER COVE ACTIVE CONTROL STATIONS

VERTICAL DATUM: ELEVATIONS ARE REFERRED TO CGVD 28

HORIZONTAL DATUM: COORDINATES ARE REFERRED TONAD 83 CSRS (2010 EPOCH)

PROJECTION INFORMATION: UTM ZONE 9N

644.25

MAJOR CONTOURS(1m INTERVAL)

MINOR CONTOURS(0.25m INTERVAL)

LOCATIONSITE

CAPE LAZO

NEWCASTLERIDGE

SEYMOURNARROWS

645.50

645.00

645.00

644.75

644.75

644.75

644.75

644.75

644.50

644.5

0

644.

50

644.

50644.50

644.50

644.50

644.25

644.

25

644.25

644.25

644.

25

644.25

644.

25

644.2564

4.25

644.

25

644.00

644.00

643.

75

643.50

643.50

643.25

643.00

643.

00

642.

75

642.

75

642.

75

642.75

642.50

642.5

064

2.50

642.5

0

642.50

642.

25

642.25

642.25

642.25

642.25

642.25

642.

00

642.00

642.00

642.

00

641.75

641.7564

1.75

641.75

641.50

641.50

641.50

641.

50

641.25

641.25

641.25641.25

641.

25

641.25

641.2

5

641.25

641.00

641.00

641.00

641.00

641.00

641.

00

641.00

641.00

640.

75

640.75

640.75640.75

640.

75

640.

75

640.50

640.50640.25

640.25

640.25

640.00

640.00

640.

00

640.

00

640.00

640.

00

639.75

639.75

639.75

639.75

639.50

639.50

639.50

639.00

639.00

638.75

638.75

638.50

638.50

638.

25638.00

638.

00

637.50

637.25

637.

2563

7.00

637.00

636.50

636.25

636.00

636.

00

635.50

635.25635.25

635.00

635.00

634.

00

634.00

633.00

633.

00

632.

00

631.00630.00

629.00

624.50

624.

00

622.75622.50622.25622.00

622.00

621.

75

621.75

621.50

HM

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DISCOVERY

SITE PLAN

LSL 2021-06-14

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PROPOSED TOWER LOCATIONHEIGHT: 30.00m

LATITUDE: N 50° 19' 24.486"LONGITUDE: W 137° 22' 20.500"

BASE : 644.50m

EXISTING BUILDING

EXISTING TOWER

EXISTING WAVE GUIDE BRIDGE

EXISTING BATTERY BOX

EXISTING HELICOPTER LANDING AREA (GRAVEL) PROPOSED MCTSBUILDING, BY OTHERS

LINK TO CAPE LAZO

AZ 151° 48' 36"

APPROXIMATE LOCATION OFTEMPORARY COMM BUILDING

HELICOPTER CLEARANCE 15m RADIUS

HELICOPTER ROTOR CLEARANCE 8.5m RADIUS

EXISTING LINK TO

CAPE LAZO AZ 151° 48' 36"

EXISTING SITEMATERIALS

LINK TO

SEYMO

UR

NAR

RO

WS AZ 177° 22' 48"

LINK TO NEWCASTLE AZ 283° 18' 00"

FUEL TANK LAYOUT

107

109

APPROXIMATE LOCATION OFTEMPORARY POWER BUILDING

5 0 5 10m

1:200

WAVEGUIDE BRIDGE AND SUPPORTPIERS TO BE DESIGNED ANDCONSTRUCTED BY CONTRACTOR

TOWER FOUNDATIONS TO BEDESIGNED AND CONSTRUCTED

BY CONTRACTOR

FUTURE FUEL TANKPLATFORM, BY OTHERS

LEGEND

640.00

TOPOGRAPHIC CONTOURS BASED ON SITE SURVEYCOMPLETED 2020-11-28 and UAV SURVEY COMPLETED2019-07-16.

ORTHO-IMAGERY DERIVED FROM UAV SURVEY COMPLETED2019-07-16.

CONTROL INFORMATION BASED ON BASELINES TO QUADRAISLAND AND BEAVER COVE ACTIVE CONTROL STATIONS

VERTICAL DATUM: ELEVATIONS ARE REFERRED TO CGVD 28

HORIZONTAL DATUM: COORDINATES ARE REFERRED TONAD 83 CSRS (2010 EPOCH)

PROJECTION INFORMATION: UTM ZONE 9N

644.25



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DISCOVERY

SITE CLEARING PLAN

LSL 2021-06-14

SC 2021-06-14

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BT 2021-06-14

N6247 1:100

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03/09 1


1 0 1 2 3 4 5 6 7m

1:100

CLEARING/GRUBBING LIMIT

EXISTING BUILDING

HELICOPTER CLEARANCE 15m RADIUS

HELICOPTER ROTOR CLEARANCE 8.5m RADIUS

645.50

645.00

645.00

644.75

644.75

644.75

644.75

644.75

644.50

644.5

0

644.

50

644.

50

644.50

644.50

644.50

644.25

644.

25

644.25 644.25

644.

25

644.25

644.

25

644.25

644.

25

644.

25

644.00

644.00

643.50

643.25

643.

00

642.

75

642.

75

642.

75

642.75

642.50

642.5

064

2.50

642.5

0

642.50

642.

25

642.25

642.25

642.25

642.25

642.

00

642.00

642.00

642.

00

641.

75

641.75

641.50

641.50

641.50

641.

50

641.25

641.25

641.25641.25

641.

25

641.25

641.2

5

641.25

641.00

641.00

641.

00

641.00

641.00

640.

75

640.75

640.75

640.

75

640.

75

640.50

640.50

640.25

640.25

640.00

640.

00

639.75

639.00

638.75

638.50

638.

25

638.00

637.

25

HA-

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2

3

4

5

ELEVATIONSCALE: -1:50

WAVEGUIDE ENTRY PORTA

CTR WG PORT647.060

543211000 1440 1440

MCTS BUILDINGNOT IN CONTRACT

TOP OF PIER643.580

BUILDING FLOOR LEVEL644.340

WGPORT

316

TOP OF GRATING644.210

2x5 COMSCOPEPORT

1000

EXISTING BEDROCK

EXISTING GROUND

OVERBURDEN

5 4 3 2 11000 1440 10001440

SCALE:PLAN

-1:50DECK FRAMING1

DECK FRAMINGNOT IN CONTRACT

SHOWN FOR REFERENCE

A-

A

1830

STAIRS NOT SHOWNFOR CLARITY

WG SUPPORTS TO BE OUTSIDEOF ALL DECK FRAMING

WAVEGUIDE PORT


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DISCOVERY

FOUNDATION PLAN

LSL 2021-06-14

SC 2021-06-14

BT 2021-06-14

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04/09 1


LEGEND

644.25



CONTOUR DATASET BREAKLINE

644.00

1 0 1 2 3 4 5 6 7m

1:100

TOWER FOUNDATION TO BE DESIGNEDAND CONSTRUCTED BY CONTRACTOR

WAVEGUIDE BRIDGE AND SUPPORTPIERS TO BE DESIGNED ANDCONSTRUCTED BY CONTRACTOR

BUILDING PIER FOUNDATIONS

FUEL LINE PIERFOUNDATIONS

205

309

FUEL TANKFOUNDATION

209

STAIR LANDING305

STAIR LANDING305

STAIR LANDING305

STAIR LANDING 305

DETAILSCALE: 041:20

BUILDING PIER FOUNDATION2

CONCRETE PIER FOUNDATION R/W 4-20M VERTS10M CLOSED TIES @ 250mm O.C.DOUBLE TIES AT TOP

1300

MIN

EMBE

DM

ENT

PLAN

19mm CHAMFER - TYP

EXISTING GROUNDELEV. VARIES

600M

INTO

200

0MAX

BEDROCK SURFACE TO BE APPROVEDBY CCG REP PRIOR TO INSTALLATION

600

600

DRILL AND GROUT SET 4-20MDOWELS INTO SOUND BEDROCKWITH MICROSIL GROUT TO MINEMBEDMENT DEPTH

OVERBURDEN MATERIAL TO BE REMOVED,DEPTH VARIES BY PIER LOCATION

FINISHED GRADE FOLLOWINGPIER FOUNDATION INSTALLATION

60 CLR

DETAILSCALE: 041:20

STAIR LANDING3

CRUSHED GRANULAR BASE MATERIALPLACED ON STRIPPED BEDROCK AND

COMPACTED TO MIN 95% MPD

CONCRETE STAIR LANDING

12

R/W 15M @ 300 mm EW, TYP

75mm CLEAR, TYP

75 M

IN

300

MIN

900

1500

EXISTING GRADE

CONCRETE STAIR LANDING

300 MIN

PLANFINISHED GRADE

SCALE:PLAN

-1:50BUILDING PIER FOUNDATIONS1

5

4

3

2

1000

1440

1000

1440

A- A B C D1830 6453 5028 3000

883 3700 3700 3700 3700 628

1

217

1500

474

900

217

1500

330

900

1500

3756

900 304

644.8

0m

T.O.C

.

642.9

5m

T.O.C

.

642.7

7m

T.O.C

.

3-

STAIR LANDING 3-

STAIR LANDING

305

STAIR LANDING

BUILDING PIERFOUNDATION

2-

BUILDING PIERFOUNDATION

2-

2204

60

900

1500

641.2

9m

T.O.C

.

3-

STAIR LANDING

641.00m

642.00m

643.00m

644.00m

641.00m

642.00m

643.00m

644.00m

641.00m

642.00m

643.00m

644.00m

641.00m

642.00m

643.00m

644.00m

P1 P3 P5 P7 P9

P2 P4 P6 P8 P10

A- A B C D1830 6453 5028 3000

883 3700 3700 3700 3700

A- A B C D1830 6453 5028 3000

883 3700 3700 3700 3700

643.5

8mT.O

.C.

643.5

8mT.O

.C.

643.5

8m

T.O.C

.

643.5

8mT.O

.C.

643.5

8mT.O

.C.

643.5

8mT.O

.C.

643.5

8m

T.O.C

.

643.5

8mT.O

.C.

SECTIONSCALE: -1:50

BUILDING PIER FOUNDATIONS - GRIDLINE 4A

SECTIONSCALE: -1:50

BUILDING PIER FOUNDATIONS - GRIDLINE 2B

643.5

8mT.O

.C.

643.5

8mT.O

.C.

EXISTING BEDROCK

EXISTING GROUND

OVERBURDEN

EXISTING BEDROCK

EXISTING GROUND

OVERBURDEN


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DISCOVERY

FOUNDATION ELEVATIONS ANDDETAILS

LSL 2021-06-14

SC 2021-06-14

BT 2021-06-14

BT 2021-06-14

N6247 VARIES

WM625-1005

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1:20

500 0 500 1000mm

1 0 1 2 3m

1:50

PATH TO BE GRADED TO ENSUREPOSITIVE DRAINAGE WITH MINIMUMFILL SLOPES AS SHOWN

PATH CONSTRUCTED WITH MIN150mm THICKNESS OF CRUSHEDGRANULAR BASE MATERIALCOMPACTED TO A MIN 95% MPD

12

EXISTING GRADE(STRIPPED BEDROCK)

DETAILSCALE: -1:20

GRAVEL PATH1

150

MIN

1.0m MIN

10% MAX

1% MIN1% MIN

645.50

645.00

645.00

644.75

644.75

644.75

644.75

644.75

644.50

644.5

0

644.

50

644.

50644.50

644.50

644.50

644.25

644.

25

644.25 644.25

644.

25

644.2564

4.25

644.25

644.

25

644.

25

644.00

644.00

643.

75

643.50

643.50

643.25

643.00

643.

00

642.

75

642.

75

642.

75

642.75

642.50

642.5

064

2.50

642.5

0

642.50

642.

25

642.25

642.25

642.25

642.25

642.25

642.00

642.00

642.

00

641.75

641.75

641.75

641.50641.50

641.50

641.

50

641.25

641.25

641.25641.25

641.

25641.25

641.2

5

641.25

641.00

641.

00

641.00

641.00

640.

75

640.75

640.75

640.75640.

75

640.

75

640.50

640.50

640.25

640.25

640.25

640.00

640.00

640.

00

640.00

640.

00

639.75

639.75

639.50

639.00

639.00

638.75

638.50

638.50

638.

00

637.00

636.

00

635.00

634.

00

633.

00

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SITE GRADING PLAN

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FINISHED GRADEEXISTING GRADE

000.000m000.000m

1 0 1 2 3 4 5 6 7m

1:100

644.650m644.500m

644.217m644.067m

644.650m644.500m

644.336m644.186m

644.650m644.500m

642.337m642.187m

642.150m642.000m

642.083m641.933m

642.560m642.410m

642.932m642.782m

GRAVEL PATH1-

500 0 500 1000 mm

1:20

644.803m644.653m

624.150m642.000m

643.121m642.971m

642.908m642.758m

642.400m641.250m641.546m

641.396m

643.906m643.756m

644.623m644.473m

1

1

1 1 1

2 2

3 3

6 6

7 9

10 11 11 12 12 10

13

14

15

16

17 17

13

8

0.0m

3.0m

6.0m

9.0m

12.0

m15

.0m

18.0

m21

.0m

24.0

m30

.0m

33.0

m36

.0m

27.0

m


TOWER ANTENNA LAYOUTA

FACE 3FACE 2FACE 1

ICE GUARD

ICE GUARD

ICE GUARD

PROVIDE MIN 45° LIGHTNINGPROTECTION TO CENTEROF RADAR ANTENNA

PROVIDE MIN 30° VERTICALFREE SIGHT45°

30°

ICE GUARD ICE GUARD ICE GUARD

FACE 2

FACE 3FA

CE

1

LINK TO NEWCASTLE AZ: 283° 18' 00"

AZ: 3

46° 0

0' 0

0"

SCALE:PLAN

-1:50TOWER ORIENTATION1

LINK TO SEYMOUR AZ: 177° 22' 48"

LINK TO LAZO

AZ: 151° 48' 36"


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MCTS TOWER SITE

DISCOVERY

ANTENNA LAYOUT

LSL 2021-06-14

CS 2021-06-14

AW 2021-06-14

AW 2021-06-14

N6247 VARIES

WM625-1005

WM

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07/09 1


ANTENNA SCHEDULE - DISCOVERY MOUNTAIN

ANTENNA (#) USER ELEV SYSTEM ANTENNA MODEL ANDREWS/COMMSCOPE INITIAL OR FUTURE AZIMUTH Tx-LINE ANTENNA MOUNT TYPE

1 CCG 33.0m RADAR TBD TBD TBD FUTURE OMNI TBD PLATFORM

2 CCG 29.0m VHF CH16 872F-70HDB COMPROD INITIAL 270.00 LDF4 X 1 LEG MOUNT

3 CCG 24.0m VHF RX 872F-70HDB COMPROD INITIAL 270.00 LDF4 X 1 LEG MOUNT

4 DFO 24.0m DFO UHF 307R SINCLAIR FUTURE TBD LDF4 X 1 LEG MOUNT

5 DFO 24.0m DFO UHF 307R SINCLAIR FUTURE TBD LDF4 X 1 LEG MOUNT

6 CCG 18.0m VHF TX 872F-70HDB COMPROD INITIAL 270.00 LDF4 X 1 LEG MOUNT

7 CCG 15.0m MICROWAVE MAIN F. NEWCASTLE W/ ICE GAURD HX8-6W ANDREWS/COMMSCOPE INITIAL 283.30 EWP63 X 2 FACE MOUNT

8 CCG 15.0m MICROWAVE MAIN F. LAZO W/ ICE GUARD HX8-6W ANDREWS/COMMSCOPE INITIAL 151.81 EWP63 X 2 FACE MOUNT

9 CCG 15.0m MICROWAVE MAIN F. SEYMOUR HSX4-107 ANDREWS/COMMSCOPE INITIAL 177.38 EWP90 X 1 FACE MOUNT

10 CCG 13.5m CAMERA 1 W/ ICE GUARD INHOUSE IN HOUSE INITIAL 20.00 CAT6 X 1 LEG MOUNT



13 CCG 11.0m VHF MULTI 872F-70HDB COMPROD INITIAL 270.00 LDF4 X 1 LEG MOUNT

14 CCG 9.0m MICROWAVE DIV F. NEWCASTLE HX8-6W ANDREWS/COMMSCOPE INITIAL 283.30 EWP63 X 2 FACE MOUNT

15 CCG 7.4m MICROWAVE DIV F. SEYMOUR HSX4-107 ANDREWS/COMMSCOPE INITIAL 177.38 EWP90 X 1 FACE MOUNT

16 CCG 6.2m MICROWAVE DIV F. LAZO HX8-6W ANDREWS/COMMSCOPE INITIAL 151.81 EWP63 X 2 FACE MOUNT

17 DFO 5.0m DFO VHF 872F-70HDB COMPROD INITIAL 270.00 LDF4 X 1 LEG MOUNT

1 0 1 2 3 4 5 6 7m

1:100

1

645.50

645.00

645.00

644.75

644.75

644.75

644.75

644.75

644.5

0

644.

50

644.

50

644.50

644.50

644.50

644.25

644.

25

644.25 644.25

644.

25

644.25

644.

25

644.25

644.

25

644.00

644.00

643.50

643.25

643.

00

642.

75

642.

75

642.

75

642.75

642.50

642.5

064

2.50

642.5

0

642.50

642.

25

642.25

642.25

642.25

642.25

642.25

642.

00

642.00

642.00

642.

00

641.

75

641.75

641.50

641.50

641.50

641.

50

641.25

641.25

641.25641.25

641.

25

641.25

641.2

5

641.25

641.00

641.00

641.00

641.

00

641.00

641.0064

0.75

640.75

640.75

640.

75

640.

75

640.50

640.50

640.25

640.25

640.00

640.

00

639.75

639.00

638.75

638.50

638.

25

638.00

637.50

637.25

637.

2563

7.00

H

0.88m

1.00m

1.00m

18.01m

M

M

8.47m

0.88m

1.00m

1.00m

6.80m

15.00m

3.00m

12.00m

3.00m

9.00m

1.00m

3.00m

DETAILSCALE: -1:20

TRANSITION TO ABOVE GRADE1

#2/0 AWG BARE COPPER CONDUCTORGROUND RING

EXOTHERMIC WELD OR STAINLESS STEEL OR TINNEDPLATED BRONZE GROUNDING CONNECTIONDESIGNED BY CONTRACTOR

#2/0 GREEN COPPER CONDUCTOR

12

3.0m

[9'-1

0"] M

IN

45° MAX.

0.76

m [2

'-6"]

MIN

DETAILSCALE: -1:20

ANGLED GROUND ROD INSTALLATION3

#2/0 GROUNDING CONDUCTOR.

DETAILSCALE: -1:50

TRENCH WITH GEM DETAIL2

38mm [1.5"] MIN

GROUND RINGS AND COMPONENTSTO BE INCASED IN 38mm MIN OFCONDUCRETE ON ALL SIDES WHENINSTALLED LESS THAN 305mmUNDER SURFACE.


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TOWER GROUND BAR.LEAVE 20M #2/0GREEN ABOVEGRADE

BOND TO BUILDINGLEAVE 20M #2/0GREEN ABOVE

GRADE

LEAVE 20M #2/0GREEN ABOVE

GRADE

BOND TO BUILDINGLEAVE 20M #2/0GREEN ABOVEGRADE

WHERE WAVE GUIDEENTERS BUILDING, BRING

UP TWO CONDUCTORSONE 20M AND ONE 25M

#2/0 GREEN

BOND WAVE GUIDEBRIDGE FOOTINGTO GROUND GRID

LEGEND

JUNCTION

GROUND ROD

GROUND CONDUCTOR

GROUNDING NOTES

1. ALL BURIED GROUNDING CONDUCTORS SHALL BE #2/0AWG, BARE, STRANDED TINNED OR UN-TINNED.

2. ALL SPLICES SHALL BE MADE THROUGH IRREVERSIBLECOMPRESSION TYPE CONNECTORS, DESIGNED FOR USEWITH GROUNDING.

3. ABOVE-GROUND BONDING CONDUCTORS SHOULD BEJACKETED, WHENEVER PRACTICAL.

4. SHARP BENDS SHALL BE AVOIDED, WITH A MINIMUMRADIUS OF 203MM.

5. BUILDING SHALL BE BONDED TO THE GROUND RING IN ATLEAST TWO POINTS, WITH AS MUCH PHYSICALSEPARATION AS PRACTICAL.

6. GROUND RINGS SHALL BE BURIED TO A DEPTH OF 762MMWHERE PRACTICAL. WHEN NOT PRACTICAL TO BURYBELOW 305MM, 38MM OF CONDUCRETE SHALL BEUTILIZED ON ALL SIDES OF THE GROUND COMPONENT.ANY VARIATIONS ARE TO BE DOCUMENTED AS PART OFRED-LINE MARKUPS.

7. WHEN ADJUSTING GROUND LOOP FROM DIFFERENTDEPTHS, MINIMUM BEND RADIUS OF NOTE 4 SHALL BEADHERED TO.

8. GROUND RINGS SHALL BE A MINIMUM OF 610MM FROMFOUNDATIONS OF BUILDING AND TOWERS, OR GREATERWHERE SPECIFIED IN THE DRAWINGS.

9. GROUND RODS SHALL BE COPPER OR COPPER CLAD, 3MLENGTH AND 19.05MM DIAMETER.

10. GROUND RODS SHALL BE SPACED 3M TO 4.5M APARTAROUND THE GROUND RING.

11. THE UPPER END OF THE GROUND ROD SHALL BE BURIEDTO THE DEPTH OF THE GROUND RING TO ALLOW FOREASY BONDING.

12. GROUND RODS SHALL BE INSTALLED VERTICALLY WHEREPRACTICAL. RODS MAY BE INSTALLED HORIZONTALLY ORAT AN ANGLE OF 45° FROM VERTICAL, ANDPERPENDICULAR TO THE BUILDING. ORIENTATIONVARIATION AND DEPTHS MUST BE DOCUMENTED ASPART OF RED-LINE MARKUPS.

13. RODS ARE PREFERED TO BE INSTALLED AS CLOSE TOVERTICAL AS POSSIBLE THROUGH HAMMER DRILLING. IFRODS CANNOT BE INSTALLED WITHOUT DEFORMING,THEY SHALL BE INSTALLED HORIZONTALLY AS DEEP ASPRACTICAL.

14. HORIZONTAL GROUND RODS ON RADIALS WILL BEINSTALLED PERPENDICULAR TO RADIAL.

15. RODS ARE NOT TO BE INSTALLED IN PRE DRILLED HOLES.16. IF GROUND RODS ARE INSTALLED LESS THAN 305MM

DEEP, THEY SHALL BE ENCASED IN 38MM OFCONDUCRETE ON ALL SIDES.

17. GROUND RODS CAN BE SUBSTITUTED WITH GROUNDPLATES, WHERE SITUATIONS DO NOT ALLOW FORINSTALLATION OF GROUND RODS.

18. COPPER GROUND PLATES SHALL BE 1.5MM THICK ANDCOPPER-CLAD STEEL SHALL BE 6.4MM MINIMUMS.

19. GROUND PLATES SHALL HAVE 0.186M2 MINIMUMSURFACE EXPOSED TO BACKFILL MATERIAL.

20.IF GROUND PLATES ARE INSTALLED LESS THAN 305MMDEEP, THEY SHALL BE ENCASED IN 76MM OFCONDUCRETE ON ALL SIDES.

21. ANY SURFACE INSTALLED GROUNDING EQUIPMENTSHALL HAVE CONDUCRETE SHAPED TO PREVENTTRIPPING HAZARDS.

1 0 1 2 3 4 5 6 7m

1:100

500 0 500 1000 mm

1:20

500 0 500 1000 1500 2000 2500 3000 3500 mm

1:50

PROVIDE LIGHTING RODAT THIS CORNER ONLY

#2/0 GREEN CONDUCTOR TOLIGHTNING RODCONNECTION BY CONTRACTOR

LEAVE 20M #2/0GREEN ABOVE

GRADE

1

DETAILSCALE: 041:20

FUEL TANK FOUNDATION2

300mm x 2540mm CONCRETEFOUNDATION

BEDROCK SURFACE TO BEAPPROVED BY CCG REPPRIOR TO INSTALLATION OFREINFORCEMENT

R/W 15M @ 300 EW EF W/ 2-15M TOP EF

19mm CHAMFER ALL EDGES - TYP.

300

DETAILSCALE: 041:20

FUEL LINE PIER FOUNDATION3

DOUBLE TIES AT TOPCONCRETE PIER FOUNDATION W/R/W 4-20M VERTICALS + 10MCLOSED TIES @ 300mm O.C.

19mm CHAMFER

1000

MAX

300

MIN

400

400

300

MIN

TO 9

00 M

AX

PLAN

FINISHED GROUND TO BEREINSTATED TO MATCH EXISTINGSURROUNDING GRADES

BEDROCK SURFACE TO BEAPPROVED BY CCG REP PRIOR TOINSTALLATION

OVERBURDEN, DEPTHVARIES BY PIER LOCATION

150

MIN

60 CLR

400

EMBE

D

4-20M DOWELS SET W/ HILTI-HYADHESIVE TO MIN EMBEDMENT DEPTH

150

MIN

400

EMBE

D

300 MINMIN 300mm WIDTH OF CRUSHEDGRANULAR BASE MATERIALCOMPACTED TO A MIN 95% MPDAROUND ALL SIDES OF FOUNDATION

EXISTING GRADE

ALL 15M DOWELS SET W/ HILTI-HYADHESIVE TO MIN EMBEDMENTDEPTH

300 MIN

FINISHED GROUND TO BE REINSTATEDTO MATCH EXISTING GRADE AND TOENSURE POSITIVE DRAINAGE UNDERAND AWAY FROM TANKS

OVERBURDEN, DEPTHVARIES BY PIER LOCATIONMIN 300mm WIDTH OF CRUSHEDGRANULAR BASE MATERIALCOMPACTED TO A MIN 95% MPDAROUND ALL SIDES OF FOUNDATION

EXISTING GRADE

644.25

642.7

5

642.75

642.50

642.25

642.25

642.25642.00

641.75

641.5

0

641.25

641.25

641.00

641.0

0

640.7

5640.75

M M

A-

B-

A- A B C D

1

2

3

4

5


FUEL ALIGNMENT AND NORTH FUEL TANK FOUNDATIONA

642.00m

643.00m

644.00m

645.00m

641.00m

646.00m

647.00m

640.00m

648.00m

642.00m

643.00m

644.00m

645.00m

641.00m

646.00m

647.00m

640.00m

648.00m

2 1

FLOOR LEVEL644.34

641.0

6m

T.O.C

.

643.5

8mT.O

.C.

641.7

9mT.O

.C.

641.3

5mT.O

.C.

641.2

0mT.O

.C.

EXISTING BEDROCK

EXISTING GROUND

OVERBURDEN

FINISHED GRADE

PROPOSED FUELLINE AND VENT


SOUTH FUEL TANK FOUNDATIONB

642.00m

643.00m

644.00m

645.00m

641.00m

646.00m

647.00m

640.00m

648.00m

642.00m

643.00m

644.00m

645.00m

641.00m

646.00m

647.00m

648.00m

641.2

0m

T.O.C

.

EXISTING BEDROCK

EXISTING GRADE

OVERBURDEN

12

CRUSHED GRANULAR BASE TO BEPLACED, GRADED AND COMPACTED TOENSURE POSITIVE DRAINAGE UNDERAND AWAY FROM TANKS

FINISHED GRADE

SCALE:PLAN

-1:50FUEL TANK LAYOUT1


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FUEL TANK DETAILS

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2-FUEL TANK FOUNDATION

3-

FUEL LINE PIER FOUNDATION

PROPOSED FUEL LINE AND VENT ALIGNMENT

500 0 500 1000 mm

1:20

500 0 500 1000 1500 2000 2500 3000 3500 mm

1:50

conjunction with all other applicable construction

Documents