Fisheries

Canada

REAL PROPERTY SERVICES

and OceansCanadaet OcéansPêches

Pacific Region

OF

SERVICES IMMOBILIERSRégion de Pacifique

Fisheries & Oceans and

the Canadian Coast Guard

Pacific Region

200-401 Burrard St

Vancouver, BC, Canada, V6C 3S4

Nootka Island Derrick

Landing and Float

Reconstruction

TITLE PAGE

ES

MAY 2, 2017

ES

SL

NL

1

Nootka Island Derrick Landingand Float Reconstruction

Fisheries

Canada

REAL PROPERTY SERVICES

and OceansCanadaet OcéansPêches

Pacific Region

OF

SERVICES IMMOBILIERSRégion de Pacifique

Fisheries & Oceans and

the Canadian Coast Guard

Pacific Region

200-401 Burrard St

Vancouver, BC, Canada, V6C 3S4

Nootka Island Derrick

Landing and Float

Reconstruction

DRAWING LIST

ES

MAY 2, 2017

ES

SL

NL

000

024

1

FISHERIES & OCEANS AND THECANADIAN COAST GUARD

NOOTKA ISLAND DERRICK LANDINGAND FLOAT RECONSTRUCTION

Fisheries

Canada

REAL PROPERTY SERVICES

and OceansCanadaet OcéansPêches

Pacific Region

OF

SERVICES IMMOBILIERSRégion de Pacifique

Fisheries & Oceans and

the Canadian Coast Guard

Pacific Region

200-401 Burrard St

Vancouver, BC, Canada, V6C 3S4

Nootka Island Derrick

Landing and Float

Reconstruction

KEY PLAN AND LOCATION

ES

MAY 2, 2017

ES

SL

NL

001

024

1

LEGEND

FLOAT

PILES

GANGWAY AND TRESTLE

DERRICK LANDING REPLACEMENT

TRAMWAY REPAIR

STAIRWAY AND PATH

2

3

4

5

6

7

2

33

33

3

3

3

3

4

5

6

7

4

6

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERD

17/04/19ISSUED FOR CLIENT REVIEWC

17/04/03ISSUED FOR CLIENT REVIEWB

17/03/16ISSUED FOR CLIENT REVIEWA

D

002

NL-IRB

-

-

AAL

CJR

-

AND NOTES

GENERAL ARRANGEMENT

IRB FLOAT AND GANGWAY

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Division

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

DESIGN CRITERIA1.0 DESIGN STANDARDS

1.1 STRUCTURES DESIGNED IN ACCORDANCE WITH THE LATEST EDITIONOF THE FOLLOWING STANDARDS, EXCEPT AS NOTED:

- NATIONAL BUILDING CODE OF CANADA- BRITISH COLUMBIA BUILDING CODE- CAN/CSA-S16 - DESIGN OF STEEL STRUCTURES- CAN/CSA-A23.3 - DESIGN OF CONCRETE STRUCTURES FOR BUILDINGS

2.0 DESIGN VESSEL:

CCGS ATLIN POSTDISPLACEMENT: 57.0tLENGTH: 19.8mBEAM: 5.2mMAX. DRAUGHT: 1.5mFREEBOARD: 1.4m

3.0 BERTHING:

FACTORED DESIGN BERTHING PERPENDICULAR TO DOCK

IMPACT REACTIONCCGS ATLIN POST 182kN

VESSEL VELOCITY 0.3m/s

MAXIMUM BERTHING ANGLE = 15°

4.0 TIDES:

READINGS BASED ON SAAVEDRA ISLANDS (8645) STATIONHIGHER HIGH WATER LEVEL (HHWL) = 4.2mMEAN WATER LEVEL (MWL) = 2.2mLOWER LOW WATER LEVEL (LLWL) = 0.0m

5.0 CLIMATE DATA

CLIMATE DATA FOR TOFINO USED IN DESIGN

5.1 SNOW:

Ss = 1.1kPaSr = 0.4kPa

5.2 WIND:

SPECIFIED WIND PRESSURE (1 IN 50 YEARS) 0.68kPa

6.0 LIVE LOAD

GANGWAY LIVE LOAD: 2.4kPa

7.0 MOORING LOAD

MAX MOORING LOAD PER PILE: 80kN

8.0 PILE CORROSION ALLOWANCE

50μm PER YEAR FOR 50 YEARS.

GENERAL NOTES1.0 GENERAL

1.1 LOCATIONS AND ELEVATIONS OF EXISTING ELEMENTS AS SHOWN ONTHE DRAWINGS ARE APPROXIMATE VALUES ONLY AND ARE SUBJECTTO CONSTRUCTION VARIATIONS. THE CONTRACTOR SHALL VISIT THESITE OF WORK AND VERIFY EXISTING STRUCTURES PRIOR TOFABRICATION AND INSTALLATION. DISCREPANCIES SHALL PROMPTLYBE BROUGHT TO THE ATTENTION OF THE ENGINEER.

1.2 CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY FOR THEINTEGRITY OF THE STRUCTURES DURING ERECTION. CONTRACTOR ISTO PROVIDE ADEQUATE TEMPORARY BRACING SYSTEM TO MAINTAINSTRUCTURAL SAFETY, PLUMBNESS AND TRUE ALIGNMENT UNTILCOMPLETION OF WORK.

1.3 ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONALBUILDING CODE OF CANADA AND WCB INDUSTRIAL HEALTH ANDSAFETY REGULATIONS

1.4 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.

1.5 ELEVATIONS ARE IN METRES AND ARE TO CHART DATUM.

1.6 REFER TO DFO NOOTKA LIGHTSTATION SPECIFICATIONS:

A. FOR STRUCTURE DEMOLITION, SEE SECTION 02 41 16.B. FOR CAST-IN-PLACE CONCRETE, SEE SECTION 03 30 00.C. FOR CONCRETE REINFORCING, SEE SECTION 03 20 00.D. FOR COATING STEEL SPECIFICATIONS SEE SECTION 09 97 19.E. FOR STEEL HARDWARE, SEE SECTION 05 90 00.F. FOR STEEL PILES, SEE SECTION 31 62 16.19.G. FOR STRUCTURAL STEEL FOR BUILDINGS AND STRUCTURES,

SEE SECTION 05 12 23

2.0 STRUCTURAL STEEL

2.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO CSA S16.

2.2 SUBMIT SHOP DRAWINGS FOR REVIEW FOR ALL MAJOR STEEL WORKPRIOR TO COMMENCING FABRICATION. ENGINEER'S REVIEW OFFABRICATION DRAWINGS WILL BE TO ASCERTAIN COMPLIANCE WITHTHE DESIGN CONCEPT ONLY AND SHALL NOT RELIEVE THECONTRACTOR OF RESPONSIBILITIES UNDER HIS CONTRACT.

2.3 STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL BE CERTIFIEDUNDER CSA W47.1 AND CWB REGULATIONS TO DIV 2.

2.4 MATERIALS:W-SHAPE, S-SHAPE, TEE: TO CSA G40.21 GRADE 350WANGLE, CHANNEL: TO CSA G40.21 GRADE 300WHOLLOW STEEL SECTIONS: TO CSA G40.21 GRADE 350W CLASS CPLATE: TO CSA G40.21 GRADE 300WPIPE: TO ASTM A572 GRADE 50 OR EQUIVALENTSTRUCTURAL BOLTS: TO ASTM A325 TYPE 1THREADED RODS: TO ASTM F1554 GRADE 55WELDING ELECTRODES: TO CSA W48, E49XX OR AWS 70XX

2.5 WELDED CONNECTIONS SHALL CONFORM TO CSA W59 AND BE MADEBY CWB QUALIFIED WELDERS.

2.6 MINIMUM FILLET WELD SIZE TO BE 6mm, UNLESS NOTED OTHERWISE.ALL WELDS TO BE SEAL WELDS, UNLESS NOTED OTHERWISE.

2.7 REMOVE GALVANIZING COAT AROUND WELDING AREA, PROVIDETOUCHUP ZINC RICH PRIMER AFTER WELDING.

2.8 FOR CONNECTIONS NOT DETAILED ON THE DRAWINGS, DESIGNCONNECTIONS FOR FORCES SHOWN ON THE DRAWING. CONNECTIONSOF MEMBERS WITHOUT LOADS INDICATED SHALL BE DESIGNED FORFACTORED SHEAR FORCE OF 4M/L WHERE M EQUALS THE LATERALLYSUPPORTED MOMENT CAPACITY AND L EQUALS THE SPAN.CONNECTIONS OF BRACING WITHOUT LOADS INDICATED SHALL BEDESIGNED FOR 50% OF THE AXIAL TENSION CAPACITY. CONNECTIONSSHALL BE DESIGNED AND SEALED BY A QUALIFIED PROFESSIONALENGINEER REGISTERED IN BRITISH COLUMBIA.

2.9 ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO BOLTS.COMPLETE NON-DESTRUCTIVE TESTING (NDT) IN ACCORDANCE WITHTHE SPECIFICATIONS. MINIMUM BOLT DIAMETERS SHALL BE 19mm,UNLESS NOTED OTHERWISE.

3.0 STRUCTURAL STEEL COATING

3.1 ALL STRUCTURAL STEEL EXCEPT PILES SHALL BE HOT DIP GALVANIZED.

3.2 HOT DIP GALVANIZING TOUCH UP SHALL BE IN ACCORDANCE WITHASTM A123, A153, AND A757.

3.3 ZINC-RICH PAINT SHALL BE USED AS ACCEPTABLE METHOD OF HOT DIPGALVANIZING TOUCH UP.

3.4 HOT DIP GALVANIZING TOUCH-UP MATERIALS ARE REQUIRED TO MEETA COATING THICKNESS OF AT LEAST 3.9 MILS (98μM) FOR ONEAPPLICATION.

3.5 HOT DIP GALVANIZING TOUCH-UP COATING THICKNESS FOR THE PAINTMUST BE 50% MORE THAN THE SURROUNDING COATING THICKNESS.

ELE

VA

TIO

N (m

)

ELE

VA

TIO

N (m

)

STATIONGANGWAY PROFILE VIEW

0

5

10

0

5

10

0+000 0+010 0+020 0+030 0+040 0+045

HHWLEL. 4.2m

LLWLEL. 0.0m

19.8m INCLINED GANGWAY(DFO SUPPLIED)

TOPOGRAPHIC SURVEY

BATHYMETRIC SURVEY

13.7m ARTICULATINGGANGWAY (DFO SUPPLIED)

-1:2.74

-1:5.39TOP OF PILE

EL. 7.5mTOP OF PILEEL. 7.0m

1:100NOTE: FLOAT PILES NOT SHOWN FOR CLARITY.

APPROXIMATE INTERPOLATION BETWEENTOPOGRAPHIC AND BATHYMETRIC SURVEYS

RP1STA: 0+001.21ELEV: 8.791M

RP2STA: 0+021.26ELEV: 5.137M

RP3STA: 0+035.85ELEV: 4.678M

RP4STA: 0+035.03ELEV: 0.478M

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERD

17/04/19ISSUED FOR CLIENT REVIEWC

17/04/03ISSUED FOR CLIENT REVIEWB

17/03/16ISSUED FOR CLIENT REVIEWA

D

003

NL-IRB

-

-

AAL

CJR

-

PLAN AND PROFILE

FLOAT AND GANGWAY

IRB FLOAT AND GANGWAY

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Division

Real Property, Safety & Security

Fisheries, Oceans and the CCG

NOTES:1. ALL COORDINATES ARE TO UTM 9N.

PRELIMINARY

PILE SCHEDULE

NORTHING (m) EASTING (m)

5,496,123.74

5,496,122.69

5,496,135.75

5,496,134.70

5,496,123.75

5,496,124.80

672,251.73

672,253.01

672,261.56

672,262.85

672,258.25

672,260.63

1A

1B

1C

1D

2A

2B

PILE #

5,496,113.82

5,496,115.06

672,262.33

672,265.172C

2D

WORK POINTS

NORTHING (m) EASTING (m)

5,496,094.558

5,496,095.301

5,496,129.221

672,257.877

672,272.123

672,257.287

WP1

WP2

WP3

#

STEEL PIPE PILE(mm)

610Ø OD x 12.7 THK

610Ø OD x 12.7 THK

CUT-OFFELEV. (m)

7.0

7.0

7.57.0

7.0

7.0

7.5

7.0

ESTIMATEDMUDLINEELEV. (m)

-1.1

-0.8

-1.5-1.4

-1.5

-1.2

-1.5

-0.9

ESTIMATEDTOTAL

LENGTH (m)

17.6

17.3

1817.9

18.0

17.7

18

17.4

CUT-OFFALLOWANCE

(m)

0.5

0.5

NOTE: SEE DRAWING 009 FOR PILE AND PILING DETAILS.

GANGWAY REF. POINTS

STATION (m) STATIONREFERENCE

0+001.21

0+021.26

0+035.85

RP1

RP2

RP3

# ELEVATION (m)

8.791

5.137

4.678APPROXIMATION

OF GANGWAYLANDING AT HHWL

CL OF PILE

FRONT EDGEOF CONCRETE

ELEVATIONREFERENCE

TOP OFCONCRETE

TOP OF STEEL

TOP OF TIMBERDECK

0+035.03RP4 0.478APPROXIMATION

OF GANGWAYLANDING AT LLWL

TOP OF TIMBERDECK

PROPOSED GANGWAY ABUTMENT AND APPROACH - PLAN VIEWSCALE: 1:20

PROPOSED GANGWAY ABUTMENT AND APPROACH - ELEVATION VIEWSCALE: 1:20

CW

A S

CO

PE

WS

P S

CO

PE

GANGWAY(DFO SUPPLIED)

ABUTMENTSEE DETAIL 1 ON

THIS DRAWING

DERRICK LANDING/BOATSTORAGE FOUNDATION

BEDROCK

GANGWAY(DFO SUPPLIED)

ABUTMENT

CENTERLINEOF ABUTMENT

CE

NTE

RLI

NE

OF

GA

NG

WA

Y/A

BU

TME

NT

DERRICK LANDING/BOATSTORAGE FOUNDATION

T.O. CONCRETEEL. 8.791m

CW

A S

CO

PE

WS

P S

CO

PE

400400

CE

NTE

RLI

NE

OF

GA

NG

WA

Y/A

BU

TME

NT

1000

1000

200 100 150

836

836

DETAIL 1 - TOP OF ABUTMENTSCALE: 1:10

(6) 19Ø (34"Ø) HILTI HIT

RE100 HAS SSANCHOR RODS

A-

150

MIN

.

700

MIN

.

950

±

CENTERLINE OFABUTMENT 19Ø ANCHOR ROD, TYP.

15M DOWELS

SECTION ASCALE: 1:10

BEDROCK

CENTERLINE OFABUTMENT

400400

CE

NTE

RLI

NE

OF

GA

NG

WA

Y/A

BU

TME

NT

1000

1000

200 200

200

200

DETAIL 1 - BOTTOM OF ABUTMENTSCALE: 1:10

A-

CENTERLINE OFABUTMENT

400

400

(8) 15M DOWELS IN 19ØDRILLED HOLES, W/

HILTI HIT RE500

(2) 15M H2EEACH SIDE

15M TIES @300 O.C.

(3) 20M H2ETOP & BOTTOM

DERRICKLANDING/BOATSTORAGE FOUNDATION

T.O. CONCRETEEL. 8.791m

400

75

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERC

17/04/19ISSUED FOR CLIENT REVIEWB

17/04/03ISSUED FOR CLIENT REVIEWA

C

004

NL-IRB

-

-

AAL

MHL

-

GANGWAY CONNECTION

PEDESTRIAN APPROACH

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

NOTE:1. REMOVE ANY SOIL AND CAST FOUNDATION DIRECTLY ON SOLID BEDROCK.

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERC

17/04/19ISSUED FOR CLIENT REVIEWB

17/04/03ISSUED FOR CLIENT REVIEWA

C

005

NL-IRB

-

-

AAL/CPL

MHL/HBA

-

PLAN, AND SECTIONS

GANGWAY LANDING

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

NOTE:1. FOR GENERAL NOTES, SEE DRAWING 002.

2. ALL WELDS TO BE 6mm FILLET WELDS, UNLESS NOTED OTHERWISE.

3. ALL CONNECTIONS TO BE BOLTED WITH MINIMUM 2- 34"Ø (19mmØ)

A325 BOLTS, UNLESS NOTED OTHERWISE.

DETAILSTO COME

TYPICAL PILE GUIDE PLANSCALE 1:10

435

600

435

830

CE

NTE

RLI

NE

OF

FLO

AT (12) 3 4"Ø BOLTS

B-

A-

610Ø PIPE PILETYPICAL

ANODE, TYP.SEE DWG 010

DFO SUPPLIED FLOAT

W150x30

W150x30

W15

0x30

435

W150x30

W15

0x30

(BE

LOW

)

443

830

W15

0x30

W150x30

W15

0x30

435

435

250250

LIFTING LUGSEE DETAIL 1

THIS DRAWING

PLATE 10

50Ø DRAIN HOLESTYPICAL

250

250

514

514

549

5054

956

354

954

950

514

514

2857

35

90

35

90

35

90

35

90

W150 (4) 22Ø HOLESFOR 3 4"Ø BOLTS

(2) PLATE 10

WELD-ON HINGE,100 LG x 10Ø PIN

W150 BELOW

PLATE 10

UHMW SHIM PACK,FIELD ADJUST AS

REQUIRED

UHMW BLOCK

B-

A-

LIFTING LUG

PLATE 10

PLATE 10

TYP

TYP

TYP

W15

0x30

UHMW BLOCK 70x200x280 C/W(4) 18Ø HOLES FOR 5 8"Ø BOLTS,

35Ø x 40 DP COUNTERBORE

SECTION B1:10

PLATE 10

45

150

W150

PLATE 10

(2) 22Ø HOLESFOR 3 4"Ø BOLTS

℄ PILE

150

W150

292x191 CROSSTIEREF

W150

PLATE 10

UHMW SHIMPACK

UHMW BLOCK

W150

PLATE 10

UHMW SHIMPACK

70

(5) 50Ø DRAINHOLES FOR

SPACING SEE PLAN CP

75

10 MAX.FIELD ADJUSTUHMW SHIMS

TO SUITCLEARANCE

SECTION A1:10

℄ PILE

60

100100

10014

0

100

140

6070 44

180

35

9090

825

PLATE 10

(2) 22Ø HOLES FOR3

4"Ø BOLTS

PLATE 10

PLATE 10

(4) 18Ø HOLES FOR5

8"Ø BOLTS

W150

W15

0

35

45

150

W150

W150

(2) 22Ø HOLESFOR 3 4"Ø BOLTS

W150

W150

PLATE 10

PLATE 10

WELD-ON HINGE

70

100

100

130

100

130

60

W150

PLATE 10

PLATE 10BELOW

(2) 18Ø HOLESFOR 5 8"Ø BOLTS

547

RE

F

150

4040

230

PLATE 10

89 RE

F

292x191 CROSSTIEREF

TIMBERDUNNAGE

W150 FRAME INSTORED POSITION

TYP

TYP

TYP

TYP

BULLRAIL

220

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERD

17/04/19ISSUED FOR CLIENT REVIEWC

17/04/03ISSUED FOR CLIENT REVIEWB

17/03/16ISSUED FOR CLIENT REVIEWA

D

006

NL-IRB

-

-

AAL/HRS

MHL/HBA

-

PLAN, SECTIONS, AND DETAIL

PILE GUIDE BRACKET

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

NOTE:1. FOR GENERAL NOTES, SEE DRAWING 002.

2. PILE GUIDE BRACKETS ARE NOT ATTTACHED TO DFOSUPPLIED FLOAT AND ARE TO BE INSTALLED IN THE FIELD.

PRELIMINARY

1146

RE

F

17

1

13

3

5

1

2

12

11

6

7

48

14

18

10

9

19

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERD

17/04/19ISSUED FOR CLIENT REVIEWC

17/04/03ISSUED FOR CLIENT REVIEWB

17/03/16ISSUED FOR CLIENT REVIEWA

D

007

NL-IRB

-

-

AAL

-

-

FLOAT MODULE ASSEMBLY

3.657m WIDE HEAVY

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

NOTES:

1. DRAWING IS BASED ON VENDORDRAWING 'FM12-HV-000', PROVIDEDBY DFO.

955

RE

F

955

RE

F

11

9

19

2

3

4

21

2012

7

1

218

21

6

17

10

18

23

24

2215

7

21

5

4

10

3

16

18

14

2

19

8

11

17

20

13

25

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERD

17/04/19ISSUED FOR CLIENT REVIEWC

17/04/03ISSUED FOR CLIENT REVIEWB

17/03/16ISSUED FOR CLIENT REVIEWA

D

008

NL-IRB

-

-

AAL

-

-

FLOAT MODULE ASSEMBLY

3.657m WIDE HEAVY ENDS

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

ITEM NO. DESCRIPTION QTY

PRELIMINARY

NOTES:

1. DRAWING IS BASED ON VENDORDRAWING 'FM12-HV-END-000',PROVIDED BY DFO.

OF

DM5XXXXXX

17/05/16ISSUED FOR TENDERB

17/04/19ISSUED FOR CLIENT REVIEWA

B

009

NL-IRB

-

-

AAL

MHL/HBA

-

BEDROCK ANCHOR DETAILS

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

NOTES:1. FOR GENERAL NOTES, SEE DRAWING 002.

2. REQUIRED EMBEDMENT LENGTH TO BE CONFIRMED THROUGHPILE TEST.

3. REQUIRED LATERAL BEARING CAPACITY: 100kN (UNFACTORED)

4. TESTING LOAD SHALL BE 200% OF THE REQUIRED LATERAL LOADCAPACITY.

5. FINAL PILE POSITIONS MAY VARY DEPENDING ON ACTUALLOCATIONS OF CROSSTIES, JOISTS, OTHER FLOAT COMPONENTSAND DRIVING CONDITIONS.

6. ELEVATIONS TO BE CONFIRMED BY THE CONTRACTOR IN THEFIELD.

7. PILES SHALL NOT VARY MORE THAN 1150 OF LENGTH OUT OFALIGNMENT.

TO BE CONFIRMED

LOAD TESTING PROCEDURES:CONTRACTOR SHALL PERFORM LATERAL LOAD TEST USING ONE OFTHE FOLLOWING PROCEDURES AND RECORD DEFLECTION AT FREEEND OF PILE. LOAD TESTS SHALL NOT BE APPLIED AT GREATER THANELEVATION 3.0m.

1. PULLING TEST:• APPLY LATERAL PULLING LOAD USING WIRE ROPE CONNECTED

TO ADEQUATE REACTION SYSTEM CAPABLE OF GENERATINGREQUIRED TESTING LOAD FOR MINIMUM 5 MINUTE DURATION.MAINTAIN MINIMUM DISTANCE OF 6m BETWEEN TEST PILE ANDREACTION SYSTEM.

2. HYDRAULIC JACK:

• REQUIRES TWO TEST PILES WITH MINIMUM CLEAR DISTANCEOF 2.5m. PROVIDE MINIMUM 50mm THICK BEARING PLATES ONTHE SIDE OF THE PILES FOR HYDRAULIC JACKS SET UPHYDRAULIC JACKS BETWEEN THE PILES AND LOAD TEST FORMINIMUM 5 MINUTE DURATION.

TO BE CONFIRMED

6TYP

B-

SECTION1:5

32mm I.D. x 76mm LG LOOPVERIFY ANODE THIMBLEWILL PASS THROUGH

ELEVATION VIEWSCALE: 1:10

760

MIN

. FR

OM

BO

TTO

M O

F P

ON

TOO

NTO

TO

P O

F A

NO

DE

AT

LLW

L

HHWLEL. 4.2m

1000

MIN

.

LLWLEL. 0.0m

IRB FLOAT

ANODE MODEL TO BE CONFIRMED(DFO SUPPLIED)

1-

DETAIL1:5

PL 12x76x102

14mm WIRE ROPE

19mm ID CROSBYSTEEL WIRE CLAMP

9TYP

A-

SECTION1:10

CHAMFER OUTERCORNERS

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERC

17/04/19ISSUED FOR CLIENT REVIEWB

17/04/03ISSUED FOR CLIENT REVIEWA

C

010

NL-IRB

-

-

AAL

-

-

INSTRUCTIONS

ANODE INSTALLATION

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

OF

Project No. 17802

DM5XXXXXX

17/05/16ISSUED FOR TENDERB

17/04/19ISSUED FOR CLIENT REVIEWA

B

011

NL-IRB

-

-

HRS

MHL

-

PLAN AND DETAILS

GANGWAY STORAGE BEAM

DERRICK LANDING

IRB FLOAT AND

NOOTKA LIGHTSTATION

Vancouver, Canada, V6C 3S4

200 - 401 Burrard Street

Pacific Region

Real Property, Safety & Security

Fisheries, Oceans and the CCG

PRELIMINARY

NOTES

1. FOR STRUCTURAL STEEL NOTES SEE DRAWING 002.

2. DFO TO SUPPLY LIFTING LUG ON GANGWAY.

(E) BOAT STORAGEBUILDING TO REMAIN

(E) CONCRETE PAD

(E) RESIDENCEBUILDING

(E) CONTROLSBUILDING

FUEL STORAGE BUILDINGWOOD SUPER STRUCTURETO BE REMOVED

DERRICK LANDING / BOAT STORAGE DECKAND FOUNDATIONS TO BE REMOVED

TROLLEY RAMP ANDFOUNDATIONS TO BE REMOVED

ABANDONEDCONCRETEFOUNDATIONS TOBE REMOVED

LOWER TROLLEY DECK ANDFOUNDATIONS TO BE REMOVED

RAMP TO BE REMOVED

CONCRETE PAD TO REMAIN

WOOD DECK TO REMAINHATCHED AREAREPRESENTS EXTENTOF DEMOLITION, TYP

CONCRETE FOUNDATION FORTROLLEY WINCH TO REMAIN

FUEL STORAGE BUILDINGCONCRETE FOUNDATION ANDFLOOR SLAB TO REMAIN

REMOVE ROCK AS REQUIRED IN THIS AREATO MAINTAIN A MINIMUM CLEARANCE OF150mm FROM THE U/S OF WOOD STRINGERSTO FINISHED GRADE, TYP

PORTION OF SIDEWALKTO BE REMOVED

(E) FUELSTORAGEBUILDING

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

GENERAL NOTES, KEY PLAN

AND DEMOLITION PLAN

AS SHOWN

NL-DL-002

NL-D

L-002

NL

-D

L-0

02

GENERAL NOTES1. CONTRACTOR TO VERIFY ALL DIMENSIONS FOR PROJECT (INCLUDING EXISTING STRUCTURAL MEMBER SIZES) PRIOR TO

COMMENCEMENT OF WORK AND NOTIFY DEPARTMENTAL REPRESENTATIVE OF ANY DISCREPANCIES.

2. DRAWINGS SHOW THE COMPLETED PROJECT. THEY DO NOT SHOW COMPONENTS WHICH MAY BE NECESSARY FORCONSTRUCTION SAFETY. CONTRACTOR IS RESPONSIBLE FOR SAFETY ON AND ABOUT THE JOB SITE DURINGCONSTRUCTION.

3. CONTRACTOR TO ENSURE THAT ALL WORK IS CARRIED OUT BY THE RULES AND CUSTOMS OF THE BEST TRADEPRACTICES AND THEIR SPECIFICATIONS BY SKILLED TRADES PEOPLE KNOWLEDGEABLE OF THE TYPE OF CONSTRUCTION.THEY ARE TO BE PROPERLY EQUIPPED AND SUPERVISED.

4. NOTIFY DEPARTMENTAL REPRESENTATIVE 5 BUSINESS DAYS IN ADVANCE FOR CONSTRUCTION REVIEW OF THE WORK.

5. STRUCTURAL DESIGN DATA.a. ENGINEER OF RECORD: JIM GALLOWAY, P.ENG. (STRUCTURAL)b. DESIGN CODE - NATIONAL BUILDING CODE OF CANADA 2015.

DESIGN PARAMETERS

BUILDING IMPORTANCE CATEGORY NORMAL

SNOW LOAD PARAMETERS

Ss = 1.1 kPa Sr = 0.40 kPa Is [ULS] = 1.0 Is [SLS] = 0.9

WIND LOAD PARAMETERS

q50 = 0.68 kPa Iw [ULS] = 1.0 Iw [SLS] = 0.75

SEISMIC PARAMETERS

Sa(0.2) = 1.46 Sa(0.5) = 1.36 Sa(1.0) = 0.991 Sa(2.0) = 0.536 PGA = 0.52

Ie = 1.0

SITE CLASS: C (ASSUMED)

DESIGN LOADS

GRAVITY

SNOW(kPa)

LIVE(kPa)

DEAD(kPa)

PARTITION(kPa)

LANDING - REFER TO LIVELOAD DIAGRAM 1.00 -

FOUNDATION NOTES1. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURES OF 200 kN/m2. FOOTINGS TO BEAR ON

BEDROCK.

2. BEARING SURFACES MUST BE APPROVED BY THE DEPARTMENTAL REPRESENTATIVE PRIOR TO FOOTING CONCRETEBEING PLACED. WSP IS NOT RESPONSIBLE FOR CONFIRMING BEARING CAPACITIES OF SOILS.

3. UNLESS OTHERWISE SHOWN, CENTER FOOTINGS UNDER COLUMNS AND WALLS.

4. DOWELS AND ANCHOR BOLTS SHALL BE PLACED BEFORE CONCRETE IS PLACED. USE TEMPLATES TO ENSURE CORRECTPLACEMENT OF DOWELS.

5. FOOTINGS ELEVATIONS, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY, ARE NOT FINAL, AND MAY VARY ACCORDING TOSITE CONDITIONS. ALL FOOTINGS MUST BE TAKEN TO A BEARING LAYER APPROVED BY THE DEPARTMENTALREPRESENTATIVE.

6. PROTECT BEARING SURFACES FROM FREEZING BEFORE AND AFTER FOOTINGS ARE POURED.

7. UNLESS OTHERWISE NOTED, HOOK AND LAP LENGTHS AS FOLLOWS:BAR SIZE VERT LAP HORL LAP HOOK LENGTH10M 430mm [17"] 500mm [20"] 180mm [7"]15M 600mm [24"] 800mm [32"] 250mm [10"]20M 750mm [30"] 1000mm [40"] 300mm [12"]25M 1200mm [48"] 1550mm [60"] 400mm [16"]30M 1450mm [57"] 1850mm [72"] 600mm [24"]

4.9kPa14kPa

LIVE LOAD DIAGRAM

SCALE:DEMOLITION PLAN

1:100

SCALE:SITE KEY PLAN

NTS

TROLLEY RAMP

RESIDENCE BUILDING

BOAT STORAGE BUILDING

N

N

1

FUEL STORAGE BUILDING NOTES1. ROOFING MEMBRANE SHEETS, MEMBRANE FLASHING SHEETS: CONTAINING NOT LESS THAN 15%

STYRENE-BUTADIENE-STYRENE (SBS) ELASTOMERIC POLYMER, NON-WOVEN POLYESTER PLUS GLASS GRIDREINFORCEMENT.

a. ROOFING MEMBRANE SHEET 1 (BASE SHEET): TO ASTM D6162, MINIMUM 2.5 MM SHEET THICKNESS, NON-WOVENPOLYESTER PLUS GLASS GRID REINFORCEMENT THERMOFUSIBLE POLYPROPYLENE BOTH SURFACES.

b. BASE FLASHING SHEET: TO ASTM D6163, MINIMUM 2.5 MM SHEET THICKNESS, GLASS GRID REINFORCEMENT,SELF-ADHESIVE UNDERSIDE PROTECTED BY SILICONE RELEASE SHEET, THERMOFUSIBLE POLYPROPYLENE TOPSURFACE.

c. ROOFING MEMBRANE SHEET 2 (CAP SHEET), CAP FLASHING SHEET: TO ASTM D6162, MINIMUM 4.0 MM SHEETTHICKNESS, NON-WOVEN POLYESTER PLUS GLASS GRID REINFORCEMENT, THERMOFUSIBLE POLYPROPYLENEUNDERSIDE, COLOURED GRANULAR SURFACE TO BE RED AS APPROVED BY DFO REPRESENTATIVE.

1. EXTERIOR BUILDING SURFACE TO BE WHITE AS APPROVED BY DFO REPRESENTATIVE AND EXTERIOR DOORSURFACE TO BE RED AS APPROVED BY DFO REPRESENTATIVE.

N

(E) BOAT STORAGEBUILDING

2200 2260 2360 2100 2205

2130

1475

1725

1800

250

1690

500

17001700170017001700

2000

1400

1400

1400

500x500x250DPPAD FOOTINGR/W 3-15M EWBOTTOM, TYP

500x500x250DPPAD FOOTINGR/W 3-15M EWBOTTOM, TYP

EDGE OFDECK ABOVE

14135

330500450

9450

330

330

8860

400

100

1280

2130

125

975

1535

1745

FOR TROLLEY RAMPPLAN , REFER TOSHEET NL-DL-005

51x140 H.FIRBRACING, TYP

250

400

1595

1595

400

1810

1640

2000

13009

2160

140x292 BEAMS ON 140x140 POSTS190x292 BEAMS ON 190x190 POSTS

WOOD BEAM

LEGEND

WOOD JOIST

WOOD POST

CONCRETE FOOTING

1855

700

350

(E) CONCRETESIDEWALK

520

253

600

800

1400

1245

A B C

1

2

3

4

5

6400Ø CONC PIER,TYP WHERE REQ'D

(E) CONTROLSBUILDING

(E) FUEL STORAGEBUILDING FOUNDATION

TO REMAIN

GANGWAY(BY OTHERS)

GANGWAYABUTMENT(BY OTHERS)

(E) CONC BASEFOR TROLLEYCABLE WINCH

EXISTING DERRICKWORK POINTN: 5496094.5581E: 672257.8771

N: 5496088.078E: 672263.421

N: 5496085.020E: 672255.812

140x140COLUMNS TYP

140x140 COLUMNS TOU/S OF JOIST,CONNECTIONDETAILS SIM TOCOLUMNSSUPPORTINGSTRINGERS

1006

2006

3006

4006

5006 6

006

9006

10006

11006

12006

13006

14006

15006

16006

17006

14009

7006

8006

15009

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

DERRICK LANDING / BOAT

STORAGE FOUDATION PLAN

AS SHOWN

NL-DL-003

NL-D

L-003

NL

-D

L-0

03

SCALE:DERRICK LANDING / BOAT STORAGE FOUNDATION PLAN

1:50

2

N

200

(E) BOAT STORAGEBUILDING

NEW CONCRETE FUELSTORAGE BUILDINGSUPERSTRUCTURE

230

2200 2260 2360 2100 2205

250

1000

900

900

17001700170017001700

2000

1400

1400

1400

4 EQU

AL S

PACE

S

14135

330500450

9450

330

330

230

230

8860

12 E

QUAL

JOIS

T SP

ACES

= 84

00

51x286 PLANKS(15mm GAPBETWEEN PLANKS)

51x286 PLANKS(15mm GAPBETWEEN PLANKS)

200

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

140x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM

FOR TROLLEY RAMPPLAN , REFER TOSHEET NL-DL-005

150

800

1100

1100

250

140x

292 B

EAM

800

800

800

140x

292 B

EAM

140x

292 B

EAM

800

2000

140x190 JOIST

140x

292 B

EAM

2160

140x190 JOISTS ON 140x292 BEAMS190x190 JOISTS ON 190x292 BEAMS

WOOD BEAM

LEGEND

WOOD JOIST

WOOD POST

CONCRETE FOOTING

1855

700

350

51x286 PLANKS(12mm GAPBETWEEN PLANKS)

190x

292 B

EAM

190x

292 B

EAM

190x

292 B

EAM (E) CONCRETE

SIDEWALK

190x

292 B

EAM

700±

520

253

600±

600

655

600

800

A B C

1

2

3

4

5

6

(E) CONTROLSBUILDING

EASTERLY SIDE OFDECK TO MATCHEXISTING DECK EDGE

200 MIN

286

FAN DECK PLANKS ATANGLED ENDS, TYP

GANGWAY(BY OTHERS)

GANGWAYABUTMENT(BY OTHERS)

(E) CONC BASEFOR TROLLEYCABLE WINCH

EXISTING DERRICKWORK POINTN: 5496094.5581E: 672257.8771

N: 5496088.078E: 672263.421

N: 5496085.020E: 672255.812

140x140COLUMNS TYP

140x140 COLUMNS TOU/S OF JOIST,CONNECTIONDETAILS SIM TOCOLUMNSSUPPORTINGSTRINGERS

51x286 PLANKS(15mm GAPBETWEEN PLANKS)

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

DERRICK LANDING / BOAT

STORAGE DECK PLAN AND

FUEL STORAGE BUILDING

AS SHOWN

NL-DL-004

NL-D

L-004

NL

-D

L-0

04

SCALE:DERRICK LANDING / BOAT STORAGE DECK PLAN

1:50

A007

3

4008

(E) CONCRETE PAD

(E) RESIDENCEBUILDING

(E) CONTROLSBUILDING

P8BP1 P2 P3 P4 P5 P6 P7 P8A P9 P10 P11 P12

FOR DERRICK LANDING ANDBOAT STORAGE DECK PLANS,REFER TO 003 AND 004

1008

TYP

3686±

TYP1

010

2978±2800±

TYP

1010

3946± 3946± 3947± 2964± 3403± 3403± 2829± 2744±3093± 2758±2210±

2-102x235 STRINGERS, TYP

GRAVEL PATHWAY

10008

P2

P4

P1

P3

P5

P6

P7

P8A

P10

P11

P9

P12

P8B

6

REMOVE ROCK TOACHIEVE A MAXIMUMSLOPE OFTYP 1

51x305 DECKPLANKS ON 2-PLY102x235STRINGERS REMOVE ROCK TO MAINTAIN A

MINIMUM CLEARANCE OF 150mmFROM THE U/S OF WOOD STRINGERSTO FINISHED GRADE, TYP

1005

7010

6010

100 SLAB ON GRADER/W 10M @ 400 OC EW

51x286 PLANKS(15mm GAPBETWEEN PLANKS)

89x184 WOOD LEDGER

L76x127x6.4 LEDGER

1201011

010

9010

8010

SOLID BLOCK BETWEENSTRINGERS MIDWAYBETWEEN PIERS±

9008

NEW CONCRETESTAIR AND LANDING

4005

3008

3008

5008

5008

3008

7544

5000

3038

4470

150 M

IN

25

1600

102x102 PT

12Ø GALV REDI ROD @ 1200 OCADHESIVE SET INTO ROCK(EMBED 150 MIN)

19mm CRUSHED GRAVELON NATIVE SOIL OR ROCK

BACKFILL IF REQ'D

SCALE:

1

005

TYPICAL GRAVEL PATH SECTION1:20

12

100

SCALE:

4

005

SECTION AT CONCRETE STAIR1:20

200±400± TO SUIT (E) OPENINGIN CONTROL BUILDINGFOUNDATION WALL 300

25

MAX RISE = 180

(E) BEDROCKOUTCROP

(E) BEDROCK

(E) CONCRETESIDEWALK

5005

15M @ 300 OC EW, TYP

DN40 STD PIPE1500 OC MAX

20mmØ SOLID ROUNDBAR PICKETS @ 100 OC

200

178

150

PL 12x178x204

100

PL 20x150

3232

140

50

254EMBED

2-HILTI HAS SSANCHOR BOLTSSET WITH HY200

254

END PL 6mmC/W 25Ø DRAIN

SCALE:

2

005

TYPICAL HANDRAIL POST CONNECTION1:10 SCALE:

3

005

TYPICAL HANDRAIL POST CONNECTION1:10

3005

6

5

L25x25x4.8 CONT

L51x51x4.8 CONT C/W10Øx76LG NELSONSTUDS @ 300 OC(HDG ASSEMBLY) CHECKER PL5 C/W

L25x25 (HDG ASSEMBLY)

55

SCALE:

5

005

TRENCH COVER DETAIL1:10

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

TROLLEY RAMP AND STAIRS

PLANS AND PROFILES

AS SHOWN

NL-DL-005

NL-D

L-005

NL

-D

L-0

05

SCALE:TROLLEY RAMP AND STAIR LAYOUT PLAN

1:100

SCALE:LOWER STAIR PROFILE

1:50

SCALE:UPPER STAIR PROFILE

1:50

N

4

SCALE:TROLLEY RAMP PROFILE

1:100

330 2000 2000 1400 1400 1400 330

190x292 BEAM

190x

190 C

OL, T

YP

SCALE:

1

003

ELEVATION1:50

190x292 BEAM

SCALE:

2

003

ELEVATION1:50

190x292 BEAM

SCALE:

3

003

ELEVATION1:50

(E) PIER(E) PIER

(E) PIER

190x292 BEAM

SCALE:

4

003

ELEVATION1:50

(E) PIER

190x292 BEAM

SCALE:

5

003

ELEVATION1:50

(E) PIER

330 2500 ± 2500 ± 400 ± 1400 1400 330

190x292 BEAM

SCALE:

6

003

ELEVATION1:50

(E) PIER

190x292 BEAM

SCALE:

8

003

ELEVATION1:50

140x292 BEAM

(E) BOATSTORAGE

BLDG

SCALE:

9

003

ELEVATION1:50

140x292 BEAM

(E) BOATSTORAGE

BLDG

SCALE:

10

003

ELEVATION1:50

140x292 BEAM

SCALE:

11

003

ELEVATION1:50

140x292 BEAM

SCALE:

12

003

ELEVATION1:50

140x292 BEAM

SCALE:

13

003

ELEVATION1:50

140x292 BEAM

1800 1725

SCALE:

14

003

ELEVATION1:50

140x292 BEAM

1475 2130

140x292 BEAM

1280 2130

SCALE:

15

003

ELEVATION1:50 SCALE:

16

003

ELEVATION1:50

140x292 BEAM

330330

1400 330 900 ± 14001245 330

1225 ± 14001245 1245 14001535 1245 14001745 330 1457 ±15951595

140x292 BEAM

SCALE:

17

003

ELEVATION1:50

51x140 H.FIRBRACING, TYP

(E) FUELSTORAGE BLDGFOUNDATION

2130128018101640

250 1830 ± 250

2284 ±

181016404001250 ±1640

190x

190 C

OL, T

YP

190x

190 C

OL, T

YP

190x

190 C

OL, T

YP

190x

190 C

OL, T

YP

190x

190 C

OL, T

YP

140x140 COLUMN

140x

140

COL,

TYP

140x

140

COL,

TYP

140x

140

COL,

TYP

140x

140

COL,

TYP

140x

140

COL,

TYP

140x

140

COL,

TYP

51x140 H.FIRBRACING, TYP

51x140 H.FIRBRACING, TYP

51x140 H.FIRBRACING, TYP

51x140 H.FIRBRACING, TYP 51x140 H.FIR

BRACING, TYP

51x140 H.FIRBRACING, TYP

51x140 H.FIRBRACING, TYP

SCALE:

7

003

ELEVATION1:50

140x292 BEAM

(E) BOATSTORAGE

BLDG

1400

330

250 1527 ±

140x140 COLUMN

4250

MAX

800 M

IN, T

YP

4250

MAX

800 M

IN, T

YP

190x292 BEAM

190x292 BEAM

2555

1855 350

NOTE: ALL ELEVATIONS ARE BASED ON PRELIMINARY SURVEYS.EXACT SUPPORT AND BRACING DETAILS MAY VARY BASED ON FINALELEVATIONS. CONTRACTOR SHALL ENSURE ALL WORK MEETSREQUIREMENTS OF DETAILS PROVIDED. ALL CHANGES FROMCURRENT DRAWINGS SHALL BE CONFIRMED WITH ENGINEER.

190x292 BEAM

330 2000 2000 1400 1400 1400 330 330 2000 2000 1400 1400 1400 330

600 800

330 2000 2000 1400 1400 1400 330

190x292 BEAM

1855 350700

700

(E) FUELSTORAGE BLDGFOUNDATION

(E) FUELSTORAGE BLDGFOUNDATION

400±

400±

400±

400±

19009

1 2 3 4 5 6

330 2000 2000 1400 1400 1400 330

1 2 3 4 5 6 1 2 3 4 5 6

1 2 3 4 5 6 1 2 3 4 5 6

41 5 65 6 5 6 5 6

5 6 5 6 5 6

REMOVE ROCK ASREQUIRED TOROVIDE MINIMUMPIER HEIGHT, TYP

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

DERRICK LANDING AND BOAT

STORAGE - BEAM ELEVATIONS

AS SHOWN

NL-DL-006

NL-D

L-006

NL

-D

L-0

06

5

3722

±CO

NFIR

M ON

SIT

E

2440 ±CONFIRM ON SITE

914

350

400x400 ALUMINUM LOUVRE+ 1.5 HR RATED FIREDAMPER AT TOP OF WALL(U/S OF OPENING1800 ABOVE FLOOR)

400x400 ALUMINUMLOUVRE+ 1.5 HR RATEDFIRE DAMPER,SEE DETAIL 1/007

150 CONCWALL, TYP

OUTLINE OFROOF ABOVE

1 1/2 HR RATED DOOR

SCALE:

A

007

FUEL STORAGE BUILDING PLAN1:50

2840

DOOR

SID

E

2440

175300

300

3007

2007

(E) CONCRETEFOUNDATION

212

SCALE:

B

007

BUILDING SECTION1:50

B007

300300

300

300

1007

(E) 250x380 DPBEAMS, EW

NOTE:DOOR - PROVIDE WELDED STEELFRAME AND 44mm HOLLOW METALSTEEL DOOR. DOOR AND FRAMELABELED WITH FIRE RATING OF1 1/2 HOURS. PROVIDE WEATHERSTRIPPING AND ALUMINUMTHRESHOLD FOR DOOR. DOORAND FRAME TO BE GALVANIZED,EPOXY PRIMER AND EPOXY PAINT,AS PER MPI EXT. 5.3C.

10M DOWELS @ 300ADHESIVE SET W/ EPOXYINTO (E) CONCRETE(EMBED 180),REFER TO TABLE

7575

10M @ 300 EW

400 L

AP

(E) CONCRETEDETAILS TO BECONFIRMED ON SITE

25GAP

MINIMUM FACTORED TENSILE RESISTANCE(CRACKED CONCRETE & fc' = 20MPa ASSUMED)

REINFEMBEDMENTDEPTH (mm)

CONC EDGEDIST (mm) Tr (kN)

10M 180 75 14.0

15M 250 300 50.0

ROUGHEN SURFACE OF (E)CONC TO 6mm AMPLITUDEAND PRESSURE WASHCLEAN PRIOR TO POUR

SEE PLAN FORDECK MEMBERSIZES

SCALE:

3

007

SECTION1:20

10Mx1100 LG @ 250 OC H1E TOPC/W 2-15M SUPPORT BARS

10M @ 250 OC EW

2-10M CONTAT TOP& BOTOF WALLS

SCALE:

2

007

SECTION1:20

2-10Mx900LG EXTRA AT EACHCORNER (MID-POINT OF BARAT CORNER OF OPENING, TYP)

TYPICAL WALL REINF

150200400

400

200

SCALE:

1

007

DETAIL AT LOUVRE1:20

SIM DETAIL FOR LOUVREAT TOP OF WALL ONOPP SIDE OF BUILDING

175

300

150

BASE SHEET (TORCH ON)

CAP SHEET (TORCH ON)150

PREFINISHED METALFLASHING & CLEAT38x235 PRESSURETREATEDBASE FLASHING(ADHEARED)

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

DERRICK LANDING / BOAT

STORAGE DECK PLAN AND

FUEL STORAGE BUILDING

AS SHOWN

NL-DL-007

NL-D

L-007

NL

-D

L-0

07

N

6

400 Ø300 Ø

SCALE:

3

005

PIERS W/ FOOTING1:20SCALE:

1

005

TYPICAL PIERS1:20

300(MIN)x1500x800CONC FTG R/W 15M @300 OC EW TOP & BOT

300 Ø

1500

MAX

450 M

IN

300

MIN

400 Ø

825 825

1500

15001500

6008

TYP

2008

SCALE:

2

008

TYPICAL PIERS1:20

300 M

INEM

BED

6

CHIP AWAY ROCK TOACHIEVE A MAXIMUMSLOPE OFTYP

1

REFER TO 8/008FOR PIER REINF

SEE 7/008 FORCONNECTIONDETAIL, TYP

ADHESIVE SET DOWELS W/HILTI HIT-HY ADHESIVE, TYP

300

400 EW 400 EW4-15M DOWELS BELOW EACH PIERADHESIVE SET DOWELS W/HILTI HIT-HY ADHESIVE, TYP

TYP

6

CHIP AWAY ROCK TOACHIEVE A MAXIMUMSLOPE OFEW TYP

1

SCALE:

4

004

PLAN DETAIL1:20

3-7Øx150LGSELF-TAPPING SSWOOD SCREWS, TYP

4-7Øx150LGSELF-TAPPING SSWOOD SCREWS, TYP

4-7Øx150LGSELF-TAPPING SSWOOD SCREWS, TYP

3-7Øx150LGSELF-TAPPING SSWOOD SCREWS, TYP

89x190 TRIMMERJOIST

89x190 TRIMMERJOIST

89x190 TRIMMERJOIST 19

0x29

2 BEA

M

190x

292 B

EAM

190x190 JOIST

190x190 JOIST

Ø300 OR Ø400

8008

SCALE:

8

008

TYPICAL PIER REINF1:10

10M CLOSED TIES@ 200 OC - 300Ø PIER@ 300 OC - 400Ø PIER2-10M TIES @ 50 OC AT TOP

2-19Ø ANCHOR BOLTS

4-15M VERTS - 300Ø PIER4-20M VERTS - 400Ø PIER

7008

SCALE:

6

008

TYPICAL STRINGER CONNECTION1:10 SCALE:

7

008

TYPICAL STRINGER CONNECTION1:10

6TYP

2-102x235 STRINGER

51x305 DECK PLANKS

6

CONC PIER2-19Ø ANCHOR BOLTS

300 E

MBED

MIN

PL6x100x150C/W 2-16Ø BOLTSPL10x170x230

PL12x140

PL12x150x180

SCALE:

12

008

TOP CONN AT WOOD POST1:10

2-12Ø BOLTS

PL6x100x150C/W 2-16Ø BOLTS

PL10x165x230

66TYP

6

6

13008

2-102x235 STRINGER

51x305 DECK PLANKS

140x140 BEAM

PL12TO SUIT SLOPE

PL6x100x235 EFC/W 2-16Ø BOLTS

SCALE:

13

008

TOP CONN AT WOOD POST1:10

NOTCH BEAM FORPOST, TYP

2-19Ø ANCHOR BOLTS

300 E

MBED

MIN

PL6x100x200C/W 2-16Ø BOLTS

PL10x140x165PL12x130

PL12x150x180

15008

SCALE:

14

008

BASE CONN AT WOOD POST1:10SCALE:

9

005

TYPICAL GUARDPOST CONNECTION1:10

62CONC COVER

TO VERT REINF

113 EW 300Ø PIER183 EW 400Ø PIER

4041

40

110

3279

PL12x140x350

25 30025

SCALE:

11

008

BRACING LAG SCREW CONNECTION 1:10

25 MINEDGE DIST

25 MIN

EDGE DIST

25 MIN

EDGE DIST25 MIN

EDGE DIST

75 MIN

END DIST

40

89x89 PT POST @ 1200 OC MAX

38x140 PT CAPSLOPE 6mm TO ONE SIDE

38x89 PT C/W2-#10x76LG SS WOOD SCREWSTO EACH POST, TYP

38x89 PT

150

6

PL10x178x178 C/W4-12Ø BOLTS @ 128 OC EW

HSS89x89x4.8 C/W 4.8Ø DRAIN HOLE

TUBE 102x102x4.8 C/W BOT PL6x25& 1-12Ø THROUGH BOLT

2-102x235 STRINGER

1070

50

38x89 PT @ MID HEIGHT

2-#10x89LG SS WOOD SCREWSTO EACH POST, TYP

#10x76LG SS WOOD SCREWS@ 400 OC

92

32

92

32

PL6x100x150C/W 2-16Ø BOLTS

PL10x165x170

PL6 STIFFENER

120

38

PL10x165x200 C/W 2-16ØBOLTS @ 166 OC ADHESIVESET INTO (E) CONCRETE

2-102x235 STRINGER

SCALE:

10

005

SUPPORT AT TOP OF RAMP1:10

42

79

64

50

SOLID BLOCKINGBETWEEN STRINGERS

300

MIN

300 Ø

300 Ø

SCALE:

5

005

PIERS W/ WOOD COLUMNS1:20

600

250 250300 MINx900 FTG R/W 4-15MCONT LW & 15M @ 300 OC SWTOP & BOT

140x140 POST, TYP

14008

TYP

50

450 EW

300

4-15M DOWELSADHESIVE SET W/HILTI HIT-HY ADHESIVE, TYP

6

CHIP AWAY ROCK TOACHIEVE A MAXIMUMSLOPE OFEW TYP

1

825

1500

12008

TYP

140x140 BEAM, TYP

5-7Øx100LGSELF-TAPPING SSWOOD SCREWS, TYP

11008

TYP

6.4

1

6

6

TYP

140x140 POST

SCALE:

15

008

BASE CONN AT WOOD POST1:10

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:25

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

TROLLEY RAMP - SECTIONS AND

DETAILS

AS SHOWN

NL-DL-008

NL-D

L-008

NL

-D

L-0

08

7

2-19Ø ANCHORBOLTS

300 E

MBED

MIN

PL6x100x240 EFC/W 2-12Ø BOLTS

PL10x215x255 PL12x65x140

66TYP

66

66 TYP

STIFF PL6 ES

150

275

2525

EQ

EQ

100

100

64

100

4-12Ø SS ADHESIVESET THREADED RODS(EMBED 100)Vf = 5kN Tf = 5kN

3275

190x190 COL

200

25

EQ

EQ

150 25

35095

150

MIN

FINISHEDGRADE

FOOTINGSTO BEAR ONSOLID ROCK

KNIFE PL 8 C/W 2-12Ø SSBOLTS RECESSED FLUSHTO FACE OF COLUMN

BASE PL1225mm NONSHRINK GROUT

51x286 PLANKS

PL8 EACH FACEC/W 4-12Ø SS BOLTS

DECK BEAM

DECK JOIST

DECK POST

190x190 DECK POST

9540 40

3850

127

38

160 4040

#10x89LG SS FLATHEAD WOODSCREW. 3-SCREWS PER PLANKAT EA SUPPORT, TYP

51x286 PLANKS

PL8 EACH FACEC/W 4-12Ø SS BOLTS

DECK BEAM

DECK JOIST

DECK POST190x190 DECK POST

3810

0

127

160 4040

6540160 4040

2-19Ø ANCHORBOLTS

300 E

MBED

MIN

PL6x100x240 EFC/W 2-12Ø BOLTS

PL10x180x255 PL12x65x140PL12x150x180

66TYP

66

CONC PIER

66 TYP

STIFF PL6 ES

6538160 4040

PL12x150x180

CONC PIER

50

35 115

4010

040

50

35 115

4010

040

4-12Ø SS ADHESIVESET THREADED RODS(EMBED 100)Vf = 5kN Tf = 5kN

38

76

76

64

25

25

702030

32

L64x64x4.8C/W 2-7Øx76LG SS(TYPE 316)SELF TAPPING WOODSCREWS EACH LEG

300 M

INEM

BED

4-15M ADHESIVESET DOWELS W/HILTI HIT-HYADHESIVE, TYP

250 EW

250 M

IN

64

SCALE:

1

009

140x140 POST TO BEAM CONN1:10 SCALE:

2

009

140x140 POST TO BEAM CONN1:10 SCALE:

3

009

190x190 POST AT BASE1:10 SCALE:

4

009

190x190 BASE PLATE1:10

SCALE:

7

009

190x190 POST TO BEAM CONN1:10 SCALE:

8

009

190x190 POST TO BEAM CONN1:10 SCALE:

9

009

140x140 POST AT BASE1:10 SCALE:

10

009

140x140 BASE PLATE1:10

CHIP AWAY ROCK TOACHIEVE A MAXIMUMOVERALL SLOPE OF1 VERT; 6 HORIZ.TYP

100

150

MIN

FINISHEDGRADE

FOOTINGSTO BEAR ONSOLID ROCK

300 M

INEM

BED

4-15M ADHESIVESET DOWELS W/HILTI HIT-HYADHESIVE, TYP

250 EW

250 M

IN

64

CHIP AWAY ROCK TOACHIEVE A MAXIMUMOVERALL SLOPE OF1 VERT; 6 HORIZ.TYP

SCALE:

5

009

CONC PIER TO 140 WIDE BEAM1:10 SCALE:

6

009

CONC PIER TO 140 WIDE BEAM1:10

SCALE:

11

009

CONC PIER TO 190 WIDE BEAM1:10 SCALE:

12

009

CONC PIER TO 190 WIDE BEAM1:10

#10x89LG SS FLATHEAD WOODSCREW. 3-SCREWS PER PLANKAT EA SUPPORT, TYP

64

L64x64x4.8x100 LGC/W 2-7Øx64 LG SS(TYPE 316)SELF TAPPING WOODSCREWS EACH LEG

OFFSETCONNECTIONANGLES BY 12mm

25mm NON-SHRINKGROUT

25mm NON-SHRINKGROUT

140x140 COL

KNIFE PL 8 C/W 2-12Ø SSBOLTS RECESSED FLUSHTO FACE OF COLUMN

BASE PL1225mm NONSHRINK GROUT

3838

25

DETAILS AS1 & 2/009

L

IF L < 2440 USE: 5-6Øx100LGSELF-TAPPING SS WOOD SCREWS, TYPIF L > 2440 USE: 9-6Øx100LGSELF-TAPPING SS WOOD SCREWS, TYP

IF L > 2440: PROVIDEADDITIONAL BRACE

51x140

H.FIR BRACE, TYP

4250

MAX

800 M

IN

L

51x140 H.FIR BRACE, TYP

4250

MAX

800 M

IN IF L > 2440: PROVIDEADDITIONAL BRACE

IF L < 2440 USE: 5-6Øx100LGSELF-TAPPING SS WOOD SCREWS, TYPIF L > 2440 USE: 9-6Øx100LGSELF-TAPPING SS WOOD SCREWS, TYP

SCALE:

13

003

BRACE PARALLEL TO BEAM1:20 SCALE:

14

003

BRACE PERP TO BEAM1:20

150

MIN

800 M

AX

SCALE:

15

003

TYPICAL PIERS1:20

300 M

INEM

BED

6

CHIP AWAY ROCK TOACHIEVE A MAXIMUMSLOPE OFTYP

1

400Ø CONC PIER,SEE 8/008 FOR REINF

SEE 5&11/009 FORCONNECTIONDETAIL, TYP

ADHESIVE SET DOWELS W/HILTI HIT-HY ADHESIVE, TYP

400 Ø

450 M

IN

L102x76x9.5(LLV)

L89x89x13x200LG

L76x76x6.4x200LG

16Ø BOLTS, TYP

16009

17009

18009

SCALE:

19

006

BOTTOM OF TROLLEY RAMP1:10

SCALE:

17

009

SECTION1:10SCALE:

16

009

SECTION1:10

SCALE:

18

009

SECTION1:10

16Ø BOLTS, TYP

140

64

3636

190x292 BEAM

190x190 JOIST

2-102x235 STRINGER

L76x76x6.4x200LG

16Ø BOLTS, TYP

64

3636

190x292 BEAM

2-102x235STRINGER

190x190 JOIST

400 ±

2-102x235STRINGER

190x292 BEAM

190x292 BEAM

SEE 2/009 FOR DETAIL

(E) CONCRETESLAB ON GRADE

2525

825

EQ EQ

230

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:26

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

DERRICK LANDING AND BOAT

STORAGE - SECTIONS AND

DETAILS

AS SHOWN

NL-DL-009

NL-D

L-009

NL

-D

L-0

09

8

TUBE 102x102x4.8

TUBE 102x102x6.4

PREFABRICATED NON-SLIPALUMINUM STAIRS BYSTAIR MANUFACTURER

TUBE 203x102x6.4TUBE 76x76x6.4

1070

1220

25

1474

FP

1180

25

SCALE:

1

005

TYPICAL STAIR SECTION1:20

MNIIMUM DESIGN LOADS FOR TREADS:UDL = 12.0 kN/m2

MINIMUM CONCENTRATED LOAD = 2.6kN

2-L51x51x3.2 CONT@ 1/3 POINTS

6

TUBE 203x102x6.4BOTTOM CHORD

L102x102x6.4

18043

8

7610

0

2-19Ø SS ANCHORBOLTS IN SLOTTEDHOLES

50mm NON-SHRINKGROUT SEAT

PL13 ON TEFLON PAD C/W40 SLOTTED HOLES

GUSSET PL13 ES

PL13 SS

FILLER PL13 ES

230

266

300

TUBE 102x102x6.4 CROSSMEMBER C/W 6 END PL

TUBE 203x102x6.4BOTTOM CHORD

TUBE 76x76x6.4WEB MEMBERS

L102x102x6.4 DIAGONALCROSS BRACING BETWEENBOTTOM CHORDS

279 RUN

CP

CP

TUBE 102x102x6.4TOP CHORD

TUBE 76x76x6.4WEB MEMBERS

50mm NON-SHRINKGROUT

BASE PL 16x305x254

2-19Ø SS ANCHORBOLTS

444

254

283

40

40

6712

067

38

SCALE:

3

010

TYPICAL STAIR BASE1:10SCALE:

2

010

STAIR CONNECTION TO TOP LANDING1:10

SCALE:

4

010

TYPICAL STAIR1:10 SCALE:

5

010

TYPICAL STAIR1:10

6 6

CP

6 6

6 6

66

FILLER PL13 ES

16 GAP

PRE-FABRICATED NON-SLIP ALUMINUMSTAIRS BY STAIR MANUFACTURER,BOLT TO BOTTOM CHORD W/ SS BOLTS+ NON-CONDUCTIVE INSULATED WASHER

305 TREADS

178 R

ISE

100 100

10

CONCRETE EDGE PROFILE BETWEENBOTTOM CHORDS OF TRUSSES

50

CONCRETE TO BE VERTICAL @BOTTOM CHORDS AND BEYOND TOALLOW FOR END PLATE AND 16 GAP

279

25 300

161

178

100

32Ø SCH 40 PIPEHANDRAIL (42 OD)

19Ø SCH 40 PIPE HANDRAILSUPPORT (26.7 OD)SPACED AT 1118 MAX

50

PROVIDE WEEP HOLES AT THE BOTTOM OFALL SEALED TUBE MEMBERS AND CLOSEDWELDS TO ALLOW MOISTURE TO ESCAPE

500MIN

15M DOWELS @ 400 OCADHESIVE SET DOWELS W/HILTI HIT-HY ADHESIVE, TYP

REMOVE ROCK TO PROVIDELEVEL BENCH

300

EMBE

D

REMOVE ROCKTO PROVIDELEVEL BENCH

200

MIN

SCALE:

6

005

TOP ABUTMENT FOR LOWER STAIRS1:20

15M @ 300 OC EW

500

500

500MIN

15M DOWELS @ 400 OCADHESIVE SET DOWELS W/HILTI HIT-HY ADHESIVE, TYP

REMOVE ROCK TO PROVIDELEVEL BENCH

300

EMBE

D

15M @ 300 OC

REMOVE ROCKTO PROVIDELEVEL BENCH

200

MIN

2-15M CONT15M @ 300 OC

2-15M CONT15M @ 300 OC

SCALE:

7

005

TOP ABUTMENT FOR UPPER STAIRS1:20

SCALE:

11

005

SECTION1:20 SCALE:

12

005

SECTION1:20

2-15Mx500LG DOWELSADHESIVE SET INTO (E)FOUNDATION (EMBED 130)

15M @ 300 OC EW

12Ø SS ANCHORBOLTS @ 600 OC

38x89

51x286 PLANKS

SCALE:

9

005

SECTION AT LEDGER1:10 SCALE:

10

010

SECTION AT LEDGER1:10

89x184 LEDGER

89x140x800LG

6-6Ø SS (TYPE 316)SELF TAPPING WOODSCREWS

2-6Ø SS (TYPE 316)SELF TAPPING WOODSCREWS

38x89 HORIZ RAILSTO MATCH GUARDS

38x89

38x140 TOP RAIL

5010

030

030

010

0

64

(E) 150x150DECK POST

10010

SCALE:

8

005

SECTION AT LEDGER1:10

L76x127x6.4 LEDGER

12Ø SS ADHESIVE SETTHREADED RODS @500 OC (EMBED 100)Vf = 5kN Tf = 5kN

38x89 PLATE BOLTEDTO LEDGER W/ 12Ø SSBOLTS @ 900 OC

(E) FOUNDATION

1

millimètresmillimeters

12111098754321056

CAD PRODUCED DRAWING

PRODUIT PAR DAO

4

A

B

D

Pêches et Océans

Canada

Garde côtière

Canadienne

Fisheries and Oceans

Canada

Canadian

Coast 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

poucesinches

654210

REPORT ANY ERRORS OR OMISSIONS TO ILS MANAGER

SIGNALER LES ERREURS OU LES OMISSIONS AU GESTIONNAIRE SLI

File / F

ichier: 131-19104-27_D

WG

_W

SP

_20161114_R

CM

_D

ER

RIC

K-JG

.D

WG

- P

rinted / Im

prim

é: 2017/08/08 2:26

301-3600 UPTOWN BOULEVARDVICTORIA (BRITISH COLUMBIA) CANADA V8Z 0B9

TEL.: 250-384-5510 | FAX: 250-386-2844 | WWW.WSP.COMJOB NO. 131-19104-27

1 CLIENT REVIEW RE 2016.11.25

2 90% CLIENT REVIEW RE 2017.04.04

NOOTKA LIGHTSTATIONBOAT STORAGE /

DERRICK LANDING REPLACEMENT

4of 9

-

RANDALL EMERY

JIM GALLOWAY

GM/RCM

--

--

2016.11.04

2016.11.16

3 100% CLIENT REVIEW RE 2017.05.05

ABBREVIATIONS

AB - ANCHOR BOLTALT - ALTERNATEAPPROX - APPROXIMATELYBOT - BOTTOMBLDG - BUILDINGBP - BASE PLBS - BOTH SIDESCONN - CONNECTIONCONT - CONTINUOUSCP - COMPLETE PENETRATION WELDC/W - COMPLETE WITHDWG - DRAWING(E) - EXISTINGEF - EACH FACEEW - EACH WAYFTG - FOOTINGGALV - GALVANIZEDHORIZ - HORIZONTALHDG - HOT DIPPED GALVANIZEDLG - LONGLW - LONG WAYMAX - MAXIMUMMIN - MINIMUM(N) - NEWNS - NEAR SIDENTS - NOT TO SCALEOC - ON CENTEROD - OVERALL DIAMETERPT - PRESSURE TREATEDR/W - REINFORCE WITHREINF - REINFORCEMENTSCH - SCHEDULESS - STAINLESS STEELSW - SHORT WAYSTD - STANDARDSTIFF - STIFFENERTYP - TYPICALU/N - UNLESS NOTEDVERT - VERTICAL

4 ISSUED FOR TENDER RE 2017.08.04

STAIR - SECTIONS AND DETAILS

AS SHOWN

NL-DL-010

NL-D

L-010

NL

-D

L-0

10

9

ALL STAIR FRAMING MEMBERSTO BE ALUMINUM (6061-T6)UNLESS NOTED OTHERWISE

9 SPACES @ 1524 = 13176

REMOVE TWO (2) BAYS

REMOVE TWO (2) BAYS

16748

8680 +/-