Download pdf - TRANS CANADA HIGHWAY No.1 SACKUM OVERHEAD No.1491 ... · sec 4, tp 16, rg 25, w6m plan kap287 canadian pacific railway plan epp4518 plan 5127 clsr (plan kap287) canadian pacific railway

SEC 4, TP 16, RG 25, W6M

PLAN KAP287

CANADIAN PACIFIC RAILWAY

PLAN EPP4518

PLAN 5127 CLSR

(PLAN KAP287)


PLAN RR2006 CLSR

PLAN EPP4518

PLAN EPP4518

K.D.Y.D.

SEC 33, TP 15, RG 25, W6M

K.D.Y.D.

PID 014-562-863

SEC 33, TP 15, RG 25, W6MK.D.Y.D.

TCH #1 (GAZETTED JANUARY 23, 1957)

PLAN KAP287


PID 014-560-135



SEC 33, TP 15, RG 25, W6M

K.D.Y.D.PIN 2601891? (N/A IN GATOR)

SEC 32, TP 15, RG 25, W6M

PLAN KAP287


PID 014-560-127

PLAN 5127 CLSR

(PLAN KAP506M)

PLAN KAP287

CANADIAN PACIFIC RAILWAYPID 014-560-119

PIN 2601921PIN 2602121

PIN 2602251

PIN 2602251

PIN 2601501

SEC 33, TP 15, RG 25, W6M

K.D.Y.D.

PLAN KAP287

CANADIAN PACIFIC RAILWAYPID 014-562-863

PIN 2603161

SACKUM IR No 3

SACKUM IR No 3

SACKUM IR No 3

PID 013-855-468

PLANS 52532/52612 CLSR & KAP287

PIN 2601181 (SHOWN AS IR ADMIN AREA)

(SHOWN AS IR ADMIN AREA)

(SHOWN AS IR ADMIN AREA)

PLAN RD2251A CLSR

PLAN

RD

2251

A C

LSR

APPROX ORIGINAL HWM PER PLAN 5127 CLSR

(SHOWN AS EASEMENT AREA)

SACKUM IR No 3(SHOWN AS EASEMENT AREA)

APPROX PRESENT HWM PER PLAN 5127 CLSR

J

J

GRAVEYARD

(PLAN KAP506M)

PLAN 5127 CLSR(PLAN KAP506M)

APPROX BOUNDARY PER PLAN EPP4518APPROX BDY PER PLAN EPP4518

APPROX BDY PER PLAN EPP4518


SEC 5, TP 16, RG 25, W6MK.D.Y.D.

PID 028-088-425

PID 028-088-417PID 028-088-409

LB388107 (HYDRO SRW)LB388107 (HYDRO SRW)

J

J



PIN 2601181

PIN 2601181

PIN 2601891? (N/A IN GATOR)

SEC 5, TP 16, RG 25, W6MK.D.Y.D.

PT SW 1/4 SEC 4 WEST OF RW

W-317L

W-054R

BIN WALL

4P 1TPO/ST

350 mm Ø PINE

W-001L

W-061R

W-061R

W-327 200 m

R-022

POWER

WIR

EHEI

GH

T =

8.04

m

WIREHEIGHT = 14.97 m

POW

ER

WIREHEIGHT = 8.55 m

TEL

W-061R

4P 1T

4P 1T

4P 1T

200

mm

ØC

OR

RU

GAT

ED P

LAST

IC

L =

5.76

m

INLE

T=

244.

19 m

OU

TLET

=

239.

84 m

1000

mm

Ø C

SP T

O S

TONE

L =

66.9

2 m

CSP

INLE

T=24

2.93

m

STO

NE O

UTLE

T=

224.

85 m

900

mm

ØC

SPL

= 22

.99

m

INLE

T=24

4.89

m

OU

TLET

=24

3.11

m

2100

W x

190

0D m

mC

ON

CR

ETE

ARC

HL

= 21

.77

m

INLE

T=23

4.49

mO

UTL

ET=

228.

23 m

PLU

GG

ED

450

mm

ØC

SPL

= 5.

53 m

INLE

T=23

9.36

mO

UTL

ET=

239.

36 m

200 mm

Ø

CSP

L = 6.44 m

INLET=

231.06 m

OU

TLET=227.98 m

200 mm

Ø

CS

PL = 6.45 m

INLE

T=221.81 m

OU

TLET=

218.67 m

600

mm

ØCS

PL

= 25

.70

m

INLE

T=20

9.50

m

OUT

LET=

208.

14 m

150 mm

Ø

CSP

L = 2.08 mIN

LET=

211.63 m

OU

TLET=

211.26 m

150

mm

ØCS

PL

= 6.

21 m

INLE

T=21

1.45

mO

UTL

ET=

207.

72 m

OIP

OIP

MON

OIP

Wt 1.26m

Wt 0.015m

TRANS CANADA HIGHWAY #1

TRANS CANADA HIGHWAY #1

4.69 Km

UNREGISTERED SURVEY BY D.L. DODGE IN 2005


RAILWAY LIGHTS

LIMIT O

F CO

NSTR

UC

TION

STA. 104+00.000

LIMIT O

F CO

NSTR

UC

TION

STA. 112+00.000

NE575243.842614632.642

LsƟs

501°11'19"

NE

575492.707

614615.541

R∆∆cAD1

AD2

ARCEs

""

1205.000 LT

16°04'31

14°53'12

194.859

170.472

313.08311.999

NE

575660.530

614554.437

R∆ADARCEc

"1000.000 LT

0°55'53

8.129

16.257

0.033

NE

575757.350

614517.392

R∆∆cAD1

AD2

ARC

Es

""785.000

LT

13°47'52

11°58'23

95.537

119.440

164.043

5.792

LsƟs

501°49'29"

LsƟs

603°39'26"

NE

576093.176614284.546

R∆∆cADARCEs

""

470.000 RT

57°27'5450°09'02287.834411.387

66.359

LsƟs 60

3°39'26"

LsƟs 50

0°34'23"

NE576618.316

614504.531

R∆

∆cAD

ARCEs"

"

2500.000 RT2°53'051°44'2087.95175.8740.834

LsƟs 50

0°34'23"

NE576748.558

614566.972

POT 100+00.000

356°04'08"

101

TS 100+54.593

102

103

104

SC 101+04.593

PI 102+49.452

CC

104+17.676

PI 104+25.805

105

CC

104+33.933

PI 105+29.470

106

CS 105+97.976

ST 106+47.976

325°15'52"

107

108

109

110

111

SC 107+09.354

PI 109+37.188

CS 111+20.741

ST 111+80.741

22°43'45"

112

113

114

TS 113+74.311

115

SC 114+24.311

PI 114+62.262CS 115+00.185

ST 115+50.185

25°36'50"116

POT 116+06.670

200

201

EXISTING METAL

BIN WALL

TS 106+49.354

L100J1

ALIGNMENT

L100J1

ALIGNMENT

L100J1ALIGNMENT

L100J1ALIGNMENT

L100J1ALIGNMENT

L300K1

ALIGNMENT

L200J1

ALIGNMENT

LIMIT O

F CONSTRUCTIO

N

END of LEFT SIDE - CRB ADJUSTMENT

and PAVEMENT REM

OVAL

LIMIT O

F CO

NSTR

UC

TION

BEGIN

of LEFT SIDE - C

RB AD

JUSTM

ENT

and PAVEMEN

T REM

OVAL




















































GRAVEYARD

PLAN RD2251A CLSR

NE

575950.690

614459.190

NE575907.231

614492.473

R ∆ AD ARC

Ec"

40.0

00 L

T

38°0

9'01

13.8

3226

.634

2.32

4

N E

5758

97.7

96

6145

29.2

09

R∆ADARC

Ec

"10.000 RT

95°39'29

11.040

16.695

4.895

NE

575871.377

614519.561

POT 201+19.473

142°33'14"

BC 30

0+40

.908

EC 300+67.542

PI 300+54.740

104°

24'1

3"

BC 300+80.599

EC 3

00+9

7.29

5

PI 3

00+9

1.63

9

200°03'42"

301

POT 301+14.380

POT 300+00.000=

0.6293 haOLD R/W NOT REQ.




SIDE BORROW AREA - FLATTEN

EXISTING SLOPES / DESIGN

SLOPES VARY

F

BRITISHCOLUMBIA

0 10 50m1:1000

SIGNATUREDATE REVISIONSREV

REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER

SCALECAD FILENAME

DATE

MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE

REV

DESIGNED

DATE

SENIOR DESIGNER

QUALITY CONTROL

QUALITY ASSURANCE

DRAWN

DATE

DATE

DATE

DATE

HIGHWAY ENGINEERING AND GEOMATICSSOUTHERN INTERIOR REGION

CAD FILENAME

YYYY-MM-DD

YYYY-MM-DD

K.Aviss

QC BY

QA BY

K.Aviss

2018-02-26

YYYY-MM-DD

YYYY-MM-DD

2018-02-26 0776 23040-0001 2 ROLL 2 A

ROLL PLAN - PROPOSED DESIGNTRANS CANADA HIGHWAY No.1

SACKUM OVERHEAD No.1491 REPLACEMENT and APPROACHES

100% DETAILED DESIGN

DESIGNSOFTWARE

3D VIEWEAST

SACKUM OVERHEAD No.1491 REPLACEMENT and APPROACHESTRANS CANADA HIGHWAY No.1

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