relocate roadside ditch

4
PLAN 1:250 N EXISTING 43m-1800Ø CSP CULVERT #18 N PROPOSED 9m-600Ø HDPE CULVERT PROPOSED 10m-600Ø HDPE CULVERT PROPOSED ALIGNMENT INSTALL 60m 690 HIGH CONCRETE ROADSIDE BARRIER PROPOSED 1.4m HIGH SAFETY HANDRAIL ON TOP OF SLOPE RELOCATE ROADSIDE DITCH PROTECT NEW SLOPE WITH EROSION CONTROL MATTING EXISTING AIRPORT EXISTING ESOWISTA INDIAN RESERVE PLACE CLASS 10kg RIP RAP-300mm THICK ALONG TOE OF FILL C/W NONWOVEN GEOTEXTILE PROPOSED 200Ø HDPE SWALE DRAIN RELOCATE ROADSIDE DITCH KEY PLAN N.T.S. W-3.1 OF Sheet/ Description/Description Date/Date Drawn by/Dessine par Consultant Signature Only Designed by/Concept par Drawing title/Titre du dessin Client/client Project title/Titre du projet Revision/ Revision Feuille La Révision no. Project No./No. du projet Revision no./ Parks Canada Agency L'Agence Parcs Canada PCA Project Manager/Technical Authority Administrateur de Projets APC - 2 4 W-3.1 PCA #1522 JACKIE HICKS JACKIE TAN / 2017-02 DON CHALMERS / 2016-11 SITE C - FILL SLOPE PLAN (CULVERT #18) HIGHWAY 4 STA H17+060 ݦDSVFLLN WDVLL 8SVFKHHN ta-shee) ³*RLQJ LQ WKH ULJKW GLUHFWLRQ RQ WKH WUDLO´ TRAIL DESIGN TOFINO PACIFIC RIM ݦDSVFLLN WDVLL (Ups-cheek ta-shee) ³*RLQJ LQ WKH ULJKW GLUHFWLRQ RQ WKH WUDLO´ NATIONAL PARK RESERVE

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PLAN1:250

N

EXISTING 43m-1800Ø CSP CULVERT #18

N

PROPOSED 9m-600Ø

HDPE CULVERT

PROPOSED 10m-600Ø

HDPE CULVERT

PROPOSED ALIGNMENT ℄

INSTALL 60m 690 HIGH

CONCRETE ROADSIDE BARRIER

PROPOSED 1.4m HIGH SAFETY

HANDRAIL ON TOP OF SLOPE

RELOCATE ROADSIDE DITCH

PROTECT NEW SLOPE WITH

EROSION CONTROL MATTING

EXISTING AIRPORT ⅊

EXISTING ESOWISTA

INDIAN RESERVE ⅊

PLACE CLASS 10kg RIP RAP-300mm

THICK ALONG TOE OF FILL C/W

NONWOVEN GEOTEXTILE

PROPOSED 200Ø

HDPE SWALE DRAIN

RELOCATE ROADSIDE DITCH

KEY PLANN.T.S.

W-3.1

OF

Sheet/

Description/Description Date/Date

Drawn by/Dessine par

Consultant Signature Only

Designed by/Concept par

Drawing title/Titre du dessin

Client/client

Project title/Titre du projet

Revision/Revision

FeuilleLa Révisionno.

Project No./No. duprojet

Revision no./

Parks Canada

Agency

L'Agence Parcs

Canada

PCA Project Manager/Technical AuthorityAdministrateur de Projets APC

-

2

4

W-3.1

PCA #1522

JACKIE HICKS

JACKIE TAN / 2017-02

DON CHALMERS / 2016-11

SITE C - FILL SLOPE

PLAN (CULVERT #18)

HIGHWAY 4 STA H17+060

ʔapsciik tasii (Ups-cheek

ta-shee)

“Going in the right direction on the

trail”

TRAIL DESIGN

TOFINO

PACIFIC RIM

ʔapsciik tasii

(Ups-cheek ta-shee)

“Going in the right

direction on the trail”

NATIONAL PARK RESERVE

AutoCAD SHX Text
NOTES: 1. SURVEY DATA IS BASED UPON THE UTM NAD83 COORDINATE SYSTEM. SURVEY DATA IS BASED UPON THE UTM NAD83 COORDINATE SYSTEM. 2. THE CONTRACTOR SHALL ADHERE TO ALL ENVIRONMENTAL THE CONTRACTOR SHALL ADHERE TO ALL ENVIRONMENTAL REGULATIONS AS SPECIFIED IN THE CONTRACT. 3. THE FINAL TRAIL ALIGNMENT SHALL BE ESTABLISHED IN THE FIELD BY THE FINAL TRAIL ALIGNMENT SHALL BE ESTABLISHED IN THE FIELD BY DEPARTMENTAL REPRESENTATIVE. 4. EXACT LOCATIONS AND SIZES OF RETAINING WALLS SHOWN IN PLAN TO EXACT LOCATIONS AND SIZES OF RETAINING WALLS SHOWN IN PLAN TO BE CONFIRMED IN FIELD BY DEPARTMENTAL REPRESENTATIVE. 5. FOR TYPICAL TRAIL SECTIONS SEE DRAWING T-40.1 AND T-40.2. FOR TYPICAL TRAIL SECTIONS SEE DRAWING T-40.1 AND T-40.2. 6. FOR HAND RAILS AND ACCESS BARRIERS SEE DRAWING T-49.1 AND FOR HAND RAILS AND ACCESS BARRIERS SEE DRAWING T-49.1 AND T-49.2. 7. THE CONTRACTOR MUST NOT LOCATE ANY EQUIPMENT, LABOUR OR THE CONTRACTOR MUST NOT LOCATE ANY EQUIPMENT, LABOUR OR MATERIALS WITHIN THE FIRST NATION RESERVE BOUNDARIES. 8. RETAINING WALLS SHALL BE ENVIROGRID OR SIMILAR APPROVED RETAINING WALLS SHALL BE ENVIROGRID OR SIMILAR APPROVED 9. PROTECT NEW SLOPES WITH EROSION CONTROL MATTING. PROTECT NEW SLOPES WITH EROSION CONTROL MATTING. 10. RETAINING WALL STATIONING IS INDEPENDENT OF TRAIL STATIONING. RETAINING WALL STATIONING IS INDEPENDENT OF TRAIL STATIONING. 11. FOR GEOTECHNICAL PARAMETERS REFER TO "FINAL GEOTECHNICAL SITE FOR GEOTECHNICAL PARAMETERS REFER TO "FINAL GEOTECHNICAL SITE ASSESSMENT - PHASE 3, PACIFIC TRAVERSE TRAIL" DATED DECEMBER 2018 BY WOOD PLC REPORT. 12. FOR DETAILS OF ROADSIDE BARRIERS AND FLARES SEE T-46 DRAWING. FOR DETAILS OF ROADSIDE BARRIERS AND FLARES SEE T-46 DRAWING. 13. POSTED HIGHWAY SPEED 80 km/hr. POSTED HIGHWAY SPEED 80 km/hr. 14. DRAINAGE CULVERTS TO BE IN ACCORDANCE WITH DRAINAGE # D-4.DRAINAGE CULVERTS TO BE IN ACCORDANCE WITH DRAINAGE # D-4.
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LEGEND EXISTING PROPOSED PROPOSED EDGE OF PAVEMENT EDGE OF TRAIL EDGE OF TRAIL SHOULDER OF HIGHWAY CONCRETE ROADSIDE BARRIER CONCRETE ROADSIDE BARRIER CONCRETE ROADSIDE BARRIER STEEL PIPE HANDRAIL STEEL PIPE HANDRAIL TOE OF SLOPE RETAINING WALL RETAINING WALL TOP OF BANK TOE OF CUT/FILL TOE OF CUT/FILL EDGE OF CREEK/DITCH CENTER OF CREEK/DITCH CENTER OF CREEK/DITCH CENTER OF CREEK/DITCH EXTEND OF CUT/FILL EXTEND OF CUT/FILL SLOUGH CLASS 10 RIPRAP CLASS 10 RIPRAP UTILITY POLE
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0
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1:250
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15m
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Canada
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L'Agence Parcs
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Agency
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Parks Canada
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du Canada
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Ouest et Nord
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Northern Region
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Western and
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HIGHWAY 4
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PWGSC - A1 - 841X594
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ELE

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5+040 5+050 5+060 5+070 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+1200+120

PROFILE1:250H & 1:25V

N

OG (SURVEY) AT TRAIL CENTERLINE

PROPOSED PROFILE OF FINISHED

TOP OF ASPHALT PAVEMENT

EXISTING HIGHWAY EOP

PROPOSED 9m-600Ø

HDPE CULVERT

PROPOSED 10m-600Ø

HDPE CULVERT

EXISTING 43m-1800Ø

CSP CULVERT #18

LOCAL STATIONING: 0+000

PROPOSED 200Ø

SWALE DRAIN KEY PLANN.T.S.

W-3.2

OF

Sheet/

Description/Description Date/Date

Drawn by/Dessine par

Consultant Signature Only

Designed by/Concept par

Drawing title/Titre du dessin

Client/client

Project title/Titre du projet

Revision/Revision

FeuilleLa Révisionno.

Project No./No. duprojet

Revision no./

Parks Canada

Agency

L'Agence Parcs

Canada

PCA Project Manager/Technical AuthorityAdministrateur de Projets APC

-

1

4

W-3.2

PCA #1522

JACKIE HICKS

JACKIE TAN / 2017-02

DON CHALMERS / 2016-11

SITE C - FILL SLOPE

PROFILE

ʔapsciik tasii (Ups-cheek

ta-shee)

“Going in the right direction on the

trail”

TRAIL DESIGN

TOFINO

PACIFIC RIM

ʔapsciik tasii

(Ups-cheek ta-shee)

“Going in the right

direction on the trail”

NATIONAL PARK RESERVE

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0
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1:250
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15m
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5
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Canada
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L'Agence Parcs
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Agency
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Parks Canada
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du Canada
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Ouest et Nord
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Northern Region
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Western and
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PWGSC - A1 - 841X594
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0

0+010

18.73

13.46

0+020

0.40

TR

AIL E

P

0.40

TR

AIL E

P

0.40

0.20

0.30m OF

10kg RIPRAP

MIN. 300mm THICK

DRAIN ROCKS

N

SECTIONS1:100

OG (SURVEY), TYP.

PROPOSED 3.0m TRAIL, TYP.

PROPOSED FILL, TYP.

TYPICAL FILL SECTION1:25

PROPOSED 1.4m HIGH

SAFETY HANDRAIL

PROPOSED TRAIL

ORIGINAL GROUND

PROTECT EXPOSED SLOPES WITH

EROSION CONTROL MATTING

PROTECT TOE OF SLOPE

WITH RIP RAP IN AREAS

WITH FLOWING WATER

PROPOSED BARRIER, TYP.

REMOVE ORGANICS

1

2

KEY IN SLOPE.

SUITABLE EXCAVATED MATERIAL

TO BE USED AS EMBANKMENT FILL

RIP RAP

300mm SUBBASE

100mmØ PERF PVC DRAINAGE PIPE C/W GEOTEXTILE WRAP

100mm BASE

HIGH SURVIVABILITY

NON-WOVEN GEOTEXTILE

1

2 2

1

KEY PLANN.T.S.

W-3.3

OF

Sheet/

Description/Description Date/Date

Drawn by/Dessine par

Consultant Signature Only

Designed by/Concept par

Drawing title/Titre du dessin

Client/client

Project title/Titre du projet

Revision/Revision

FeuilleLa Révisionno.

Project No./No. duprojet

Revision no./

Parks Canada

Agency

L'Agence Parcs

Canada

PCA Project Manager/Technical AuthorityAdministrateur de Projets APC

-

1

4

W-3.3

PCA #1522

JACKIE HICKS

JACKIE TAN / 2017-02

DON CHALMERS / 2016-11

SITE C - FILL SLOPE

SECTIONS

ʔapsciik tasii (Ups-cheek

ta-shee)

“Going in the right direction on the

trail”

TRAIL DESIGN

TOFINO

PACIFIC RIM

ʔapsciik tasii

(Ups-cheek ta-shee)

“Going in the right

direction on the trail”

NATIONAL PARK RESERVE

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Canada
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L'Agence Parcs
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Agency
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du Canada
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Ouest et Nord
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Western and
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NOTES: 1. LOCAL STATIONING FOR FILL SLOPE LOCAL STATIONING FOR FILL SLOPE 2. CLASS 10 kg RIPRAP 350mm THICK ON CLASS 10 kg RIPRAP 350mm THICK ON NONWOVEN GEOTEXTILE ALONG TOE OF FILL SLOPE TO HEIGHT OF HIGH WATER LINE PLUS 300mm
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12.92

13.81

16.45

11.87

0+030

0+034

0+040

0+050

0+060

0+070

N

SECTIONS1:100

OG (SURVEY), TYP.

EXISTING 43m-1800Ø

CSP CULVERT #18

PROPOSED 3.0m TRAIL, TYP.

PROPOSED FILL, TYP.

PROPOSED 1.4m HIGH RAILING, TYP.

PROPOSED FILL SLOPE, TYP.

PROPOSED BARRIER, TYP.

KEY PLANN.T.S.

W-3.4

OF

Sheet/

Description/Description Date/Date

Drawn by/Dessine par

Consultant Signature Only

Designed by/Concept par

Drawing title/Titre du dessin

Client/client

Project title/Titre du projet

Revision/Revision

FeuilleLa Révisionno.

Project No./No. duprojet

Revision no./

Parks Canada

Agency

L'Agence Parcs

Canada

PCA Project Manager/Technical AuthorityAdministrateur de Projets APC

-

1

4

W-3.4

PCA #1522

JACKIE HICKS

JACKIE TAN / 2017-02

DON CHALMERS / 2016-11

SITE C - FILL SLOPE

SECTIONS

ʔapsciik tasii (Ups-cheek

ta-shee)

“Going in the right direction on the

trail”

TRAIL DESIGN

TOFINO

PACIFIC RIM

ʔapsciik tasii

(Ups-cheek ta-shee)

“Going in the right

direction on the trail”

NATIONAL PARK RESERVE

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Canada
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L'Agence Parcs
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Agency
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Parks Canada
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du Canada
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Ouest et Nord
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Northern Region
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Western and
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0
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1:100
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PWGSC - A1 - 841X594
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