highway no. 29 bear flat - cache creek suggested bridge construction access · 2020. 4. 30. ·...

BEAR FLAT - CACHE CREEK

PROJECT NO. 37249-0006

HIGHWAY No. 29

DRAWING NUMBER REV

R3-340-1200

SUGGESTED BRIDGE CONSTRUCTION ACCESS

FOR REFERENCE ONLY

C

A

C

H

E

C

R

E

E

K

E

N

2

3

8

,

2

0

0

6

0

9

,

0

0

0

E

N

2

3

8

,

2

0

0

6

0

9

,

2

0

0

E

N

2

3

8

,

0

0

0

6

0

9

,

4

0

0

E

N

2

3

7

,

8

0

0

6

0

9

,

4

0

0

C

A

C

H

E

C

R

E

E

K

F

F

F

F

F

F

F

F

F

F

F

F

L

.

T

.

C

.

L

5

0

-

L

I

N

E

L

.

T

.

C

.

L

.

T

.

C

.

L.T

.C

.

L

.T

.C

.

L

.

T

.

C

.

L.T.C.

L

.

T

.

C

.

L

.

T

.

C

.

L

.

T

.

C

.

L

5

2

-

L

I

N

E

F

F

F

F

F

F

F

F

F

F

F

F

T

O

E

S

T

O

E

S

T

O

E

S

TO

ES

TOES

T

O

E

S

T

O

E

S

F

F

C

F

F

F

F

F

F

F

F

F

F

T

O

E

S

TO

ES

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

T

O

E

S

120+

100

120+

200

120+300

120+400

BC 1

20+0

15.0

98

EC 120+099.332

BC 120+260.042

EC 12

0+32

3.725

110+100

110+20

0

110+30

0

110+40

0

110+50

0

BC 11

0+07

0.823

BC

110+508.505

EC

110+211.552

EC

110

+570

.954

F

F

F

F

F

F

F

FF

F

F

F

F

F

F

F

F

F

352°07'41"267°15

'09"

318°22'02"

R95.000 LtΔ 84°52'32"Tc 86.862Arc 140.729Ec 33.724

R 70.000 Rt

Δ 51°06'53"Tc 33.474Arc 62.448Ec 7.592

21°3

9'44

"

341°07'12"

R90.000 Lt

Δ

40°32'32"

Tc33.240

Arc

63.683

Ec

5.942

14°50'46"

PI 110+541.980N 238047.642E 608931.870

PI 120+

293.282

N 2379

60.964

E 6093

89.944

L110-L

INE

L130

-LIN

E

L120

-LIN

E

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

PI 110+157.685N 238067.644E 609348.680LIMIT

OF

CO

NS

TR

UC

TIO

N

L130-LINE

ST

A. 130+100.000

TIE

TO

EX

IST

ING

N 238148.164

E 608969.637

LIMIT OF CONSTRUCTIONL120-LINE STA. 120+475.797MATCH BERM ELEV.N 238136.306E 609329.980

L110-LINE STA. 110+000.000 =L120-LINE STA. 120+240.000N 237911.445E 609370.276


406+

700

406+

800

406+

900

407+

000

407+

100

407+

200

407+

300

LIMIT OF CONSTRUCTIONL110-LINE STA. 110+585.150

MATCH BERM ELEV.N 238083.271E 608900.200

133+100

BC

133

+069

.299

EC

133

+130

.647

357°15'09"

357°15'09"

310°24'24"

316°15'54"

R600.000 Rt

Δ 5°51'30"

Tc30.701Arc 61.348Ec 0.785

PI 133+100.000N 238105.750

E 609251.905L133-LINE

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

L131

-LIN

E

L132

-LIN

E

L133-LINE




LIM

IT O

F C

ON

STR

UC

TIO

N

L133

-LIN

E S

TA. 1

33+1

37.3

44

TIE

TO

EX

ISTI

NG

N 2

3813

2.77

1E

609

226.

051

LIMIT O

F CO

NS

TRU

CTIO

N

L131-LINE

STA

. 131+060.000

TIE TO

EX

ISTIN

G

N 238114.858

E 609080.799

LIMIT O

F CO

NS

TRU

CTIO

N

L132-LINE

STA

. 132+060.000

TIE TO

EX

ISTIN

G

N 238118.693

E 609160.707

UNSUITABLE MATERIALS DISPOSAL SITE

FOR DETAILS SEE DWG. R3-340-383 TO 385

FOR TEMPORARY CONSTRUCTIONACCESS BRIDGE DETAILSEE DWG. R3-340-1205

DIVERSION CHANNEL

(SUGGESTED)

CACHE CREEK BRIDGE

FOR DETAILS SEE

DWG. 1025-101 TO 1025-313

PIER 1 BERM FOR DETAILS

SEE DWG. R3-340-341

PIER 6 BERM FOR DETAILS

SEE DWG. R3-340-342

UNSUITABLE MATERIALS DISPOSAL SITE

FOR DETAILS SEE DWG. R3-340-386

WEST ABUTMENT GIRDER EXCAV.

AND SHORELINE PROTECTION


EAST ABUTMENT GIRDER EXCAV.

AND SHORELINE PROTECTION


BC 1

20+0

15.0

98

F

F

F

328°02'14"

R

90.000 Rt

Δ 53°37'30"

Tc45.487

Arc84.234

Ec 10.842

PI 120

+060.5

85

N 2377

38.437

E 6093

01.560

F

F

F

F

LIM

IT O

F C

ON

STR

UC

TIO

N

L120

-LIN

E ST

A. 1

20+0

04.5

20TI

E TO

EXI

STIN

GN

237

690.

872

E 60

9331

.239

HIGHWAY DETOUR

(TO BE DESIGNED BY

CONTRACTOR)

EMBANKMENT (0-5% FINES) / GRANULAR BORROW

7.00m

VARI

ESVARIES

2

:

1

2

:

1

1

:

1

1

:

1

500mm ORGANIC STRIPPING (AVG)

ORIGINAL GROUND

BRITISHCOLUMBIA

DESIGNED

QUALITY CONTROL

QUALITY ASSURANCE

DRAWN

DATE

DATE

DATE

DATE

CAD FILENAME

DATE

SIGNATUREDATE REVISIONSREV

REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER

DATE

SENIOR DESIGNER

SCALE

REV

MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE

HIGHWAY ENGINEERING

NORTHERN REGION

1200CON-15-0674-BFCC.DWG

2020-04-13

CL

DS

JN

NB

APR. 2020

APR. 2020

APR. 2020

APR. 2020

15-0674 37249-0006 NR R3-340-1201

SUGGESTED BRIDGE CONSTRUCTION ACCESS - PLAN

HIGHWAY No. 29


0 10 50m1:1000

MATCH LINE SEE INSET

MATCH LINE SEE RIGHT

CONSTRUCTION ACCESS ROAD TYPICAL SECTION

SCALE: 1:100

NOTES:

1. CONTOURS SHOWN ON BERMS ARE FINISHED SURFACE .

2. STABILITY OF CONSTRUCTION ACCESS ROADS TO BE CONFIRMED BY CONTRACTOR.

3. NO LARGE WOODY DEBRIS WILL BE PERMITTED IN THE DIVERSION CHANNEL.

4. CONTRACTOR TO PROVIDE APPROPRIATE SIZED SETTLEMENT PONDS.

TO

H

WY

FOR REFERENCE ONLY

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text430

AutoCAD SHX Text435

AutoCAD SHX Text435

AutoCAD SHX Text435

AutoCAD SHX Text435

AutoCAD SHX Text440

AutoCAD SHX Text440

AutoCAD SHX Text440

AutoCAD SHX Text440

AutoCAD SHX Text445

AutoCAD SHX Text445

AutoCAD SHX Text445

AutoCAD SHX Text445

AutoCAD SHX Text450

AutoCAD SHX Text450

AutoCAD SHX Text450

AutoCAD SHX Text450

AutoCAD SHX Text455

AutoCAD SHX Text455

AutoCAD SHX Text455

AutoCAD SHX Text455

AutoCAD SHX Text460

AutoCAD SHX Text460

AutoCAD SHX Text460

AutoCAD SHX Text465

AutoCAD SHX Text465

AutoCAD SHX Text465

AutoCAD SHX Text470

AutoCAD SHX Text470

AutoCAD SHX Text470

AutoCAD SHX Text470

AutoCAD SHX Text430

AutoCAD SHX Text435

AutoCAD SHX Text440

AutoCAD SHX Text445

AutoCAD SHX Text450

AutoCAD SHX Text455

AutoCAD SHX Text460

AutoCAD SHX Text465

AutoCAD SHX TextHOUSE


AutoCAD SHX TextBLDG

AutoCAD SHX TextBLDG

AutoCAD SHX TextBUILDING

AutoCAD SHX TextSHED




AutoCAD SHX TextGRAVEL



AutoCAD SHX TextDIRT ROAD

AutoCAD SHX TextDIRT ROAD

AutoCAD SHX TextSHOULDER

AutoCAD SHX TextW/L

AutoCAD SHX TextY/L

AutoCAD SHX TextW/L


AutoCAD SHX TextHYDRO

AutoCAD SHX TextMETER

AutoCAD SHX TextWOOD


AutoCAD SHX TextBASE OF SLOPE


AutoCAD SHX TextBASE OF







AutoCAD SHX TextSLOPE









AutoCAD SHX TextOF SLOPE











AutoCAD SHX Text4 STR BARBED

AutoCAD SHX TextBASE

AutoCAD SHX TextE/P

AutoCAD SHX TextE/P

AutoCAD SHX TextPAGE WIRE

AutoCAD SHX TextGARDEN




AutoCAD SHX Text3 STR. BARBED


AutoCAD SHX TextDILAPITATED


AutoCAD SHX TextDILAPITATED


AutoCAD SHX TextOVER

AutoCAD SHX TextFLOW

AutoCAD SHX TextPUMP

AutoCAD SHX TextUNIT

AutoCAD SHX TextWATER

AutoCAD SHX TextSPRING

AutoCAD SHX TextWOODEN FENCE POST

AutoCAD SHX TextWOODEN FENCE POST






AutoCAD SHX TextOIP

AutoCAD SHX TextMON

AutoCAD SHX TextMON

AutoCAD SHX TextPlastic

AutoCAD SHX Text150MM

AutoCAD SHX TextPlastic

AutoCAD SHX Text100MM

AutoCAD SHX Text1 TRANS

AutoCAD SHX TextWood

AutoCAD SHX TextTAG#2113 5616 233 127

AutoCAD SHX TextUP

AutoCAD SHX TextUP


AutoCAD SHX Text180 TAG#2113 5616 249 055


AutoCAD SHX Text2113 5616 222 076


AutoCAD SHX Text2443476

AutoCAD SHX TextACCESS TRAIL



AutoCAD SHX TextBH16-A-015







AutoCAD SHX TextBH16-A-022A



























AutoCAD SHX TextTH

AutoCAD SHX TextTH16-A-051

AutoCAD SHX TextTH


AutoCAD SHX TextTH


AutoCAD SHX TextTP16-A-043








AutoCAD SHX TextCPT16-A-001

AutoCAD SHX TextCPT16-A-002

AutoCAD SHX TextPV16-026







AutoCAD SHX TextY/L

AutoCAD SHX TextW/L

AutoCAD SHX TextW/L


AutoCAD SHX TextSCH29-12

AutoCAD SHX TextE/P

AutoCAD SHX TextE/P

AutoCAD SHX TextE/P

AutoCAD SHX TextW-041

AutoCAD SHX TextW-054-L


AutoCAD SHX Text2481700



AutoCAD SHX TextPV16-025

400

410

420

430

440

450

460

400

410

420

430

440

450

460STRIPPING m³

EMBANKMENT m3

110+000 110+100 110+200 110+300 110+400 110+500 110+600

352° 07' 41"R 95 LT.

R 95 RT.

267° 15' 09"R 70 LT.

R 70 RT.

318° 22' 02"

BC

110

+07

0.82

3

EC

110

+21

1.55

2

BC

110

+50

8.50

5

EC

110

+57

0.95

4

-0.928%+1.030%

+9.11

5%+4.0

00%

+2.000%

BV

C 1

10+

550.

000

EV

C 1

10+

580.

000

ST

A 1

10+

565.

000

PIV

C 4

39.6

94

30 VCK 5.9

BV

C 1

10+

055.

000

BV

C 1

10+

385.

000

BV

C 1

10+

495.

000

EV

C 1

10+

135.

000

EV

C 1

10+

435.

000

EV

C 1

10+

545.

000

ST

A 1

10+

095.

000

PIV

C 4

30.1

47

ST

A 1

10+

410.

000

PIV

C 4

33.3

92

ST

A 1

10+

520.

000

PIV

C 4

35.5

92

80 VCK 40.9

50 VCK 51.6

50 VCK 7.0

ST

A 1

10+

092.

903

LP 4

30.3

42

TOTAL:

4,386

21,363

TOTAL:

10,011

3,346

NIL 11,352

NIL 1,040

PIER 1 BERM

DIVERSION CHANNEL

(SUGGESTED)

L110

-LIN

E S

TA

110

+00

0.00

0L1

20-L

INE

ST

A 1

20+

240.

000

ELE

V 4

31.0

28

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

10+

584.

873

ELE

V 4

40.5

00

L110

-LIN

E S

TA

110

+14

0.00

0L1

33-L

INE

ST

A 1

33+

000.

000

ELE

V 4

30.6

10

L110

-LIN

E S

TA

110

+31

0.00

0L1

32-L

INE

ST

A 1

32+

000.

000

ELE

V 4

32.3

62L1

10-L

INE

ST

A 1

10+

390.

000

L131

-LIN

E S

TA

131

+00

0.00

0E

LEV

433

.189

L110

-LIN

E S

TA

110

+53

0.00

0L1

30-L

INE

ST

A 1

30+

000.

000

ELE

V 4

36.6

64

FOR TEMPORARY CONSTRUCTIONACCESS BRIDGE DETAILSEE DWG. R3-340-1205

BRITISHCOLUMBIA

DESIGNED

QUALITY CONTROL

QUALITY ASSURANCE

DRAWN

DATE

DATE

DATE

DATE

CAD FILENAME

DATE



DATE

SENIOR DESIGNER

SCALE

REV


HIGHWAY ENGINEERING

NORTHERN REGION


2020-04-13

CL

DS

JN

NB

APR. 2020

APR. 2020

APR. 2020

APR. 2020

15-0674 37249-0006 NR R3-340-1202

SUGGESTED BRIDGE CONSTRUCTION ACCESS - PROFILE

HIGHWAY No. 29


0

0

20 100mH 1:2000

2 10mV 1:200

NOTES:

1. ELEVATIONS SHOWN ARE FINISHED GRADE

2. EMBANKMENT FIGURES SHOWN ARE COMPACTED QUANTITIES

3. EXCAVATION FIGURES SHOWN ARE NEAT LINE

UNADJUSTED QUANTITIES

L110-LINE

FOR REFERENCE ONLY

400

410

420

430

440

450

460

400

410

420

430

440

450

460STRIPPING m³

EMBANKMENT m3

120+000 120+100 120+200 120+300 120+400 120+500

328° 02' 14"R 90 LT.

R 90 RT.

21° 39' 44"R 90 LT.

R 90 RT.

341° 07' 12"

BC

120

+01

5.09

8

EC

120

+09

9.33

2

BC

120

+26

0.04

2

EC

120

+32

3.72

5

TOTAL:

4,246

21,234

4,246

21,234

TOTAL:

PIER 6 BERM

ORIGINAL GROUND

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

20+

475.

797

ELE

V 4

40.0

00

MA

TC

H E

XIS

TIN

G

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

20+

000.

000

ELE

V 4

30.8

38

+3.200% -1.000% +1.200%

+5.800

%

+1.654%B

VC

120

+01

0.00

0 BV

C 1

20+

415.

000

EV

C 1

20+

040.

000 E

VC

120

+46

5.00

0

ST

A 1

20+

025.

000

PIV

C 4

31.6

38

ST

A 1

20+

440.

000

PIV

C 4

39.4

08

30 VCK 7.1

50 VCK 12.1

STA 120+032.857HP 431.524

BV

C 1

20+

130.

000

BV

C 1

20+

270.

000

EV

C 1

20+

210.

000

EV

C 1

20+

350.

000

ST

A 1

20+

170.

000

PIV

C 4

30.1

88

ST

A 1

20+

310.

000

PIV

C 4

31.8

68

80 VCK 36.4

80 VCK 17.4

ST

A 1

20+

166.

364

LP 4

30.4

06

L120

-LIN

E S

TA

120

+24

0.00

0L1

10-L

INE

ST

A 1

10+

000.

000

ELE

V 4

31.0

28

420

425

430

435

440

445

450

420

425

430

435

440

445

450STRIPPING m³

EMBANKMENT m3

130+000 130+050 130+100

14° 50' 46"

-4.500%

-7.865%

-0.500%

BV

C 1

30+

005.

000

EV

C 1

30+

035.

000

ST

A 1

30+

020.

000

PIV

C 4

35.7

64

30 VCK 8.9

BV

C 1

30+

040.

000

EV

C 1

30+

090.

000

ST

A 1

30+

065.

000

PIV

C 4

32.2

25

50 VCK 6.8

TOTAL:650

2,634

650

TOTAL:2,634

ORIGINAL GROUND

L130

-LIN

E S

TA

130

+00

0.00

0L1

10-L

INE

ST

A 1

10+

530.

000

ELE

V 4

36.6

64

MA

TC

H E

XIS

TIN

G

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

30+

100.

000

ELE

V 4

32.0

50

BRITISHCOLUMBIA

DESIGNED

QUALITY CONTROL

QUALITY ASSURANCE

DRAWN

DATE

DATE

DATE

DATE

CAD FILENAME

DATE



DATE

SENIOR DESIGNER

SCALE

REV


HIGHWAY ENGINEERING

NORTHERN REGION


2020-04-13

CL

DS

JN

NB

APR. 2020

APR. 2020

APR. 2020

APR. 2020

15-0674 37249-0006 NR R3-340-1203


HIGHWAY No. 29


AS SHOWN

L120-LINE

SCALE: H 1:2000 V 1:200

L130-LINE

SCALE: H 1:1000 V 1:100

NOTES:





FOR REFERENCE ONLY

415

420

425

430

435

440

445

415

420

425

430

435

440

445STRIPPING m³

EMBANKMENT m3

131+000 131+050 131+100

357° 15' 09"

-2.000%

-4.000%-5.285%

BV

C 1

31+

005.

000

EV

C 1

31+

025.

000

ST

A 1

31+

015.

000

PIV

C 4

32.5

89

20 VCK 15.6

BV

C 1

31+

035.

000

EV

C 1

31+

055.

000

ST

A 1

31+

045.

000

PIV

C 4

31.0

03

20 VCK 6.1

415

420

425

430

435

440

445

415

420

425

430

435

440

445STRIPPING m³

EMBANKMENT m3

-4.000%

-1.186%

BV

C 1

32+

025.

000

EV

C 1

32+

055.

000

ST

A 1

32+

040.

000

PIV

C 4

30.7

62

30 VCK 10.7

415

420

425

430

435

440

445

415

420

425

430

435

440

445STRIPPING m³

EMBANKMENT m3

+1.555% -2.500%-0.912%

BV

C 1

33+

030.

000

EV

C 1

33+

060.

000

ST

A 1

33+

045.

000

PIV

C 4

31.3

10

30 VCK 7.4

ST

A 1

33+

041.

504

HP

431

.166

BV

C 1

33+

085.

000

EV

C 1

33+

115.

000

ST

A 1

33+

100.

000

PIV

C 4

29.9

35

30 VCK 18.9

133+000 133+050 133+100 133+150

310° 24' 24"R 600 LT.

R 600 RT.

316° 15' 54"

BC

133

+06

9.29

9

EC

133

+13

0.64

7

132+000 132+050 132+100

357° 15' 09"

TOTAL:

706

329

TOTAL:

TOTAL:

582

310

TOTAL:

TOTAL:

1,283

624

TOTAL:

329

706

310

582

624

1,283

ORIGINAL GROUND

ORIGINAL GROUND

ORIGINAL GROUND

L131

-LIN

E S

TA

131

+00

0.00

0L1

10-L

INE

ST

A 1

10+

390.

000

ELE

V 4

33.1

89

MA

TC

H E

XIS

TIN

G

LIM

IT O

F C

ON

ST

RU

CT

ION

ST

A 1

31+

060.

000

ELE

V 4

30.7

03

L132

-LIN

E S

TA

132

+00

0.00

0L1

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BRITISHCOLUMBIA

DESIGNED

QUALITY CONTROL

QUALITY ASSURANCE

DRAWN

DATE

DATE

DATE

DATE

CAD FILENAME

DATE



DATE

SENIOR DESIGNER

SCALE

REV


HIGHWAY ENGINEERING

NORTHERN REGION


2020-04-13

CL

DS

JN

NB

APR. 2020

APR. 2020

APR. 2020

APR. 2020

15-0674 37249-0006 NR R3-340-1204


HIGHWAY No. 29


AS SHOWN

L133-LINE

SCALE: H 1:1000 V 1:100

NOTES:





L132-LINE

SCALE: H 1:1000 V 1:100

L131-LINE

SCALE: H 1:1000 V 1:100

FOR REFERENCE ONLY

Northern Region

Ministry of TransportationBRITISHCOLUMBIA & Infrastructure

PRELIMINARY

NOT ISSUED FOR CONSTRUCTION

AutoCAD SHX TextL110 CONTROL LINE

AutoCAD SHX TextSUGGESTED CACHE CREEK DIVERSION

AutoCAD SHX Text WEST ABUT. BRG'S

AutoCAD SHX Text EAST ABUT. BRG'SBRG'S

AutoCAD SHX TextTEMPORARY BRIDGE



AutoCAD SHX Text INTERMEDIATE PIER

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX Text500 MIN. FREEBOARD

AutoCAD SHX Text WEST ABUT. BRG'S BRG'S

AutoCAD SHX Text20-YEAR FLOOD LEVEL (Q20)

AutoCAD SHX TextBRIDGE ABUTMENTS (BY CONTRACTOR)

AutoCAD SHX Text EAST ABUT. BRG'S

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX Text PIER

AutoCAD SHX Text43 000 (APPROX.)

AutoCAD SHX Text43 000 (APPROX.)

AutoCAD SHX Text2.0%

AutoCAD SHX TextLOW FLOW STREAM CHANNEL BY CONTRACTOR FOR SUGGESTED CREEK DIVERSION DETAILS SEE T3 SCHEDULE DWGS. R3-340-801 & 802

AutoCAD SHX TextINTERMEDIATE PIER (BY CONTRACTOR SEE NOTE 3)

AutoCAD SHX TextOFFSET





AutoCAD SHX Text L110 CONTROL LINE

AutoCAD SHX Text7000 TO MATCH ACCESS ROAD WIDTH






AutoCAD SHX TextTEMPORARY BRIDGE SUPERSTRUCTURE (BY CONTRACTOR)

AutoCAD SHX TextTL-2 BARRIER (TYP.) (BY CONTRACTOR)

AutoCAD SHX TextSCALE 1:

AutoCAD SHX Text50

AutoCAD SHX TextB

AutoCAD SHX Text-

AutoCAD SHX TextSCHEMATIC SECTION

AutoCAD SHX TextPIER CAP (BY CONTRACTOR)

AutoCAD SHX TextPIER COLUMNS/FOUNDATION (PILE SIZE, NUMBER AND DESIGN BY CONTRACTOR)

AutoCAD SHX TextCANCEL PRINTS BEARING PREVIOUS LETTER

AutoCAD SHX TextH-308j-r3-c(07-08)

AutoCAD SHX TextPREPARED UNDER THE DIRECTION OF

AutoCAD SHX TextENGINEER OF RECORD

AutoCAD SHX TextDATE

AutoCAD SHX TextFILE No.

AutoCAD SHX TextPROJECT No.

AutoCAD SHX TextDRAWING No.

AutoCAD SHX TextREG.

AutoCAD SHX TextR E V I S I O N S

AutoCAD SHX TextDESIGNED

AutoCAD SHX TextCHECKED

AutoCAD SHX TextDRAWN




AutoCAD SHX TextSCALE

AutoCAD SHX TextNEGATIVE No.

AutoCAD SHX TextDate

AutoCAD SHX TextRev

AutoCAD SHX TextDescription

AutoCAD SHX TextInit

AutoCAD SHX TextSCALE 1:100

AutoCAD SHX TextPLAN

AutoCAD SHX TextSCALE 1:

AutoCAD SHX Text100

AutoCAD SHX TextA

AutoCAD SHX Text-

AutoCAD SHX TextSECTION

AutoCAD SHX TextGENERAL ARRANGEMENT

AutoCAD SHX TextR3-340-1205

AutoCAD SHX Text%%U

AutoCAD SHX Text3

AutoCAD SHX Text20/03/16



AutoCAD SHX Text%%U

AutoCAD SHX Text%%U

AutoCAD SHX Text%%U

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AutoCAD SHX Text%%U

AutoCAD SHX Text%%U

AutoCAD SHX TextAK

AutoCAD SHX TextHA

AutoCAD SHX TextGL

AutoCAD SHX TextJACEK DONIEC

AutoCAD SHX Text37249-0006


AutoCAD SHX TextCACHE CREEK TEMPORARY CONSTRUCTION ACCESS BRIDGE

AutoCAD SHX TextHIGHWAY NO.29

AutoCAD SHX TextNORTHERN REGION

AutoCAD SHX TextNOTES: 1. DESIGN - CSA S6:14 CHBDC DESIGN - CSA S6:14 CHBDC 2. LOADING - BY CONTRACTOR LOADING - BY CONTRACTOR 3. INTERMEDIATE PIERS, IF USED, SHALL BE LOCATED OUTSIDE OF THE LOW INTERMEDIATE PIERS, IF USED, SHALL BE LOCATED OUTSIDE OF THE LOW FLOW CHANNEL.

AutoCAD SHX Text-

AutoCAD SHX TextA

AutoCAD SHX TextREFERENCE NOTES: 1. BASE MAPPING CREATED FROM LIDAR INFORMATION PROVIDED BY BC HYDRO BASE MAPPING CREATED FROM LIDAR INFORMATION PROVIDED BY BC HYDRO IN 2015/2018 AND FIELD SURVEY PERFORMED BY BINNIE FROM 2011, 2017, AND 2018. 2. BRIDGE ALIGNMENT AND ELEVATIONS TO BE DESIGNED BY CONTRACTOR AND BRIDGE ALIGNMENT AND ELEVATIONS TO BE DESIGNED BY CONTRACTOR AND CONFIRMED PRIOR TO CONSTRUCTION DETAILED DESIGN. 3. HYDROLOGY DATA REFERENCED FROM NHC CACHE CREEK EAST HYD DESIGN HYDROLOGY DATA REFERENCED FROM NHC CACHE CREEK EAST HYD DESIGN REPORT FINAL_R1a, 25 FEB 2020. 4. THE DETOUR BRIDGE CONFIGURATION, NUMBERS OF SPANS AND RIPRAP THE DETOUR BRIDGE CONFIGURATION, NUMBERS OF SPANS AND RIPRAP TREATMENT, ETC. ARE SUBJECT TO CHANGE AND DEPENDENT ON THE FINAL DESIGN BY THE CONTRACTOR. THE EXTENT OF INSTREAM STRUCTURAL ELEMENTS SHOWN (E.G. PIERS AND RIPRAP) ARE ANTICIPATED TO BE THE MAXIMUM AQUACTIC IMPACTS.

AutoCAD SHX Text-

AutoCAD SHX TextB

Sheets and ViewsR3-340-1200R3-340-1201R3-340-1202R3-340-1203R3-340-1204

r3-340-1205Sheets and ViewsR3-340-1201R3-340-1202R3-340-1203R3-340-1204

R3-340-1205 BERM ACCESS BRIDGE GENERAL ARRANGEMENTSheets and ViewsBermAccessBridgeOLE2OLE3

1200-COVERSheets and ViewsR3-340-1200

highway no. 29 bear flat - cache creek suggested bridge construction access · 2020. 4. 30. ·...

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