attachment cc: exhibits for engineering deviation …...53508 351 375 350 351376 351 503 501 r108...

ATTACHMENT CC: EXHIBITS FOR ENGINEERING DEVIATION REQUESTS

NB 1648+00NB 1650+00

NB 1652+00

SB 1648+00SB 1650+00

SB 1652+00

375

303

352376

375

5T

H

A

V

E

N

E

I-5

375

54

N

E

1

8

3

R

D

C

T

STRUCTURE 86

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

54

376

376 380

5+0

0

R26 16+00

R26 18+00R26 20+00

R44 56+00

R44 58+00

R44 60+00376

54

375

375

309352

20 40

SCALE IN FEET

01020(1" = 20')

J. FELLOWS

J. CURTIS

S. KIRBY

J. SCHUTT K. COLLINS 04/06/2018 J. THEODORE 04/06/2018

1" = 20'

RTA / CN 0079-15

04/06/2018

LYNNWOOD LINK EXTENSION

CONTRACT L200

NORTHGATE STATION TO NE 200TH STREET

COMPOSITE UTILITY PLANDRY UTILITY DESIGN

L85-eUCP339

N16

383 0

N

KEY NOTES:

RMV EXIST ELEC CONDUIT WITHIN 5' OF EXISTING STRUCTURE FDN.54.

303. CONST STEEL UTIL POLE FDN. COORD W/ SCL FOR RELOCATIONWORK.

352. SCL TO REMOVE AND ADJUST OH TRANSMISSION, NIC.

376. SCL TO RMV OH ELEC, NIC. COORDINATE WITH SCL FOR SVCDISCONNECT AND REMOVALS.

SCL TO ABD ELEC SVC, NIC.380.

SCL TO RMV PP, NIC.375.

MA

TC

HL

IN

E N

B 1647+

50 S

EE

D

WG

L

85-eU

CP

338

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-e

U

C

P

3

4

0

M

A

T

C

H

L

IN

E

S

E

E

D

W

G

L

8

5

-e

U

C

P

3

7

7

GENERAL NOTES:

1. FOR GENERAL NOTES, SEE DRAWINGS L85-UZN100THRU L85-UZN300. FOR ABBREVIATIONS ANDSYMBOLS, SEE DRAWINGS L85-GZN001 THRUL85-GZN007.

No. DATE DSN CHK APP REVISION

SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE:

CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 1

0:36

PM

| J

ON

CZ:

\160

0001

-160

0999

\160

0216

(LYN

NW

OO

D L

INK)

\CAD

D\D

ESIG

N\P

W D

OW

NLO

ADS\

L200

\L20

0-L8

5-EU

CP3

39.D

WG

L200-L85-EUCP339 LOCATION ID:

IN-PROGRESS 90%HNTB

Jacobstrusteddesignpartners

KEY NOTES CONT'D:

PRELIMINARY NOTFOR CONSTRUCTION

Area of Deviation

Exhibit 1

NB 1584+00NB 1586+00

SB 1584+00SB 1586+00

503

501

501 500

N

E

1

5

9

T

H

S

T

N

E

161S

T

S

T

1

S

T

A

V

E

N

E

350

375

376

I-5 NB

I-5 NB

OFF-R

AM

P

501

376

500

503

376

375

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

376376

53 508

53 508

372

365

357

358

360 365 370 375

357

358

359

361

362

363

364

366

367

368

369 371 373

374

360

380

356

356

378

381

359

361

362

384

363

364

366

367

377

382

379

383

F

F

F

F

FF F F F F F F F F F

F

F FF F F F F F

F F

355

355 360

365

351

376 376

376

376

376

375

20 40

SCALE IN FEET

01020(1" = 20')

J. FELLOWS

J. CURTIS

S. KIRBY


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



L85-eUCP327

N16

375 0

N

KEY NOTES:

RMV EXIST GAS SVC WITHIN 5' OF EXIST BUILDING FACE.53.

350. SCL TO CONST PP, NIC.

375. SCL TO RMV PP, NIC.

500. PSE TO ABD GAS MAIN, NIC.

PSE TO ABD GAS SVC, NIC.501.

PSE TO CAP GAS SVC, NIC503.

PSE TO RMV EXIST GAS METER, NIC.508.

SCL TO RMV OH ELEC, NIC. ST TO COORDINATE WITH SCL FOR SVCDISCONNECT AND REMOVALS.

376.

M

AT

CH

LIN

E N

B 1582+

25 S

EE

D

W

G

L

85-eU

CP

326

MA

TC

HL

IN

E N

B 1587+

75 S

EE

D

WG

L

85-eU

CP

328

GENERAL NOTES:




CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/0

7/18

| 7

:38

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

EUC

P327

.DW

G


IN-PROGRESS 90%HNTB

JacobstrusteddesignpartnersPRELIMINARY NOT

FOR CONSTRUCTIONOR

IGIN

ATE

D B

Y: D

ATE

:

CH

EC

KE

D B

Y: D

ATE

:

BA

CK

-CH

EC

KE

D B

Y: D

ATE

:

CO

RR

EC

TED

BY

: DA

TE:

VE

RIF

IED

BY

: DA

TE:

Area of Deviation

Exhibit 4aExhibit 2a

NB 1610+00

NB 1612+00NB 1614+00

SB 1610+00

SB 1612+00SB 1614+00

362

375

376

N

E

170T

H

S

T

1S

T A

VE

NE

I-5 NB

350

376

376

376

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

376

309

351

349

350

351

20 40

SCALE IN FEET

01020(1" = 20')

J. FELLOWS

J. CURTIS

S. KIRBY


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



L85-eUCP332

N16

380 0

N

KEY NOTES:

CONTRACTOR TO COORDINATE AND PROVIDE I-5 TRAFFIC CONTROL.309.

350. SCL TO CONST PP, NIC.

362. SCL TO RECONSTRUCT EXISTING DISTRIBUTION, NIC.

376. SCL TO RMV OH ELEC, NIC. ST TO COORDINATE WITH SCL FOR SVCDISCONNECT AND REMOVALS.


M

AT

CH

LIN

E N

B 1609+

50 S

EE

D

W

G

L

85-eU

CP

331

MATCHLINE SEE DWG L85-eUCP397

GENERAL NOTES:




CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/0

7/18

| 7

:45

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

EUC

P332

.DW

G


IN-PROGRESS 90%HNTB


MATCHLINE SEE DWG L85-eUCP382

PRELIMINARY NOTFOR CONSTRUCTIONO

RIG

INA

TED

BY

: DA

TE:

CH

EC

KE

D B

Y: D

ATE

:

BA

CK

-CH

EC

KE

D B

Y: D

ATE

:

CO

RR

EC

TED

BY

: DA

TE:

VE

RIF

IED

BY

: DA

TE:

Area of Deviation

Exhibit 4bExhibit 2b

NB 1638+00 NB 1640+00 NB 1642+00

SB 1638+00 SB 1640+00 SB 1642+00N

E

1

8

0

T

H

S

T

I-5 NB ON-RAMP

I-5 NB

375

376375

501503

376

303

351376

362309

STRUCTURE 91

303STRUCTURE 92


376

376

376

309352

53 508

351

375

350

351376

351

503

501

R108 22+00R108 24+00

R108 26+00 R108 27+00

R44 49+00 R44 50+00

R40 20+00

R40 22+00

53 508

11

494376

20 40

SCALE IN FEET

01020(1" = 20')

J. FELLOWS

J. CURTIS

S. KIRBY


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



L85-eUCP337

N16

381 0

N

KEY NOTES:

RMV EXIST GAS SVC WITHIN 5' OF EXIST BUILDING FACE.53.

303. CONST STEEL UTIL POLE FDN. COORD W/ SCL FOR RELOCATIONWORK.

309. SCL TO PROVIDE I-5 TRAFFIC CONTROL.

351. SCL TO CONST OH ELEC, NIC.

494. UTILITY TO REMOVE EXISTING OVERHEAD TELECOM, NIC.

501. PSE TO ABD GAS SVC, NIC.

508. PSE TO RMV EXIST GAS METER, NIC.

SCL TO RMV OH ELEC, NIC. COORDINATE WITH SCL FOR SVCDISCONNECT AND REMOVALS.

376.

SCL TO REMOVE AND ADJUST OH TRANSMISSION, NIC.352.

SCL TO ADJUST OH EXISTING DISTRIBUTION, NIC.362.


PSE TO CAP GAS SVC MAIN, NIC503.SCL TO CONST PP, NIC.350.

MA

TC

HL

IN

E N

B 1

63

7+

00

S

EE

D

WG

L

85

-e

UC

P3

36

MA

TC

HL

IN

E N

B 1

64

2+

75

S

EE

D

WG

L

85

-e

UC

P3

38

M

A

T

C

H

L

I

N

E

S

E

E

D

W

G

L

8

5

-

e

U

C

P

3

6

7

MATCHLINE NB 1637+00 SEE DWG L85-eUCP398

GENERAL NOTES:




CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 1

0:33

PM

| J

ON

CZ:

\160

0001

-160

0999

\160

0216

(LYN

NW

OO

D L

INK)

\CAD

D\D

ESIG

N\P

W D

OW

NLO

ADS\

L200

\L20

0-L8

5-EU

CP3

37.D

WG


IN-PROGRESS 90%HNTB


KEY NOTES CONT'D:

PRELIMINARY NOTFOR CONSTRUCTION

Hammerhead revised,deviation notrequested here.

Area of Deviation

Exhibit 2c

R=25.00'

22

20

R=25.00'

R29

10+

00R

29 1

2+00

R27 52+00 R27 54+00 R27 55+50NE 185TH ST

8T

H A

VE

N

E

75

8.00

'5.

00'

23.5

0'23

.50'

5.00

'8.

00'

15.59' 17.11'

22

79

74

21.8

2'

8.00'5.00'

14.51'

R=24.43'

71

5.00'

4.00

'19

.90'

74

R=25.23'

75

74

74

K. IRELAND

T. JOHNSON

Z. GRAY


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY AND SITE PLAN

8TH AVE NE AND NE 185TH ST

N16-CRP170

N16

114 0

KEY NOTES:

CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03

20.

22. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB IN ACCORDANCEWITH WSDOT STD PLAN F-10.12-03

41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS

51. CONSTRUCT TYPE 410C CURB IN ACCORDANCE WITH CITY OFSEATTLE STD PLAN 410

70. CONSTRUCT DRIVEWAY APPROACH WITH AMENITY ZONE INACCORDANCE WITH CITY OF SHORELINE STD PLAN 301

74. CONSTRUCT SHORELINE SIDEWALK IN ACCORDANCE WITH CITY OFSHORELINE STD PLAN 309

75. CONSTRUCT ASPHALT TRANSITION RAMP TO SHOULDER INACCORDANCE WITH CITY OF SHORELINE STD PLAN 311

79. CONSTRUCT CURB RAMP: TYPE PERPENDICULAR IN ACCORDANCEWITH CITY OF SHORELINE STD PLAN 318

20 40

SCALE IN FEET

01020(1" = 20')

MA

TC

HL

IN

E S

EE

D

WG

N

16-C

RP

140

N

MATCHLINE SEE DWG N16-CRP171




CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 1

:48

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N16

-CR

P170

.DW

G

L200-N16-CRP170 LOCATION ID:

IN-PROGRESS 90%HNTB


Exhibit 3

R35 10+00

R35 11+00R26 22+00

R26 24+00 R26 24+33

R27 50+00

R27 52+00

R44 62+00

R44 64+00

R44 65+23

NB 1654+00

NB 1656+00

SB 1654+00

SB 1656+00

NWNW

NWNW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

N

E

185T

H

S

T

5

T

H

A

V

E

N

E

|||||||

|

|

|

|

|

|

|

|

|

|

|

WALL XXX-XSEE DWG L85-SWPXXX

NOISE WALL XXX-XSEE DWG L85-SWPXXX

20

57

79

74

R=25.00'

23.50' 23.50'8.00' 5.00'

13.0

0'

5.43'

23.00' 23.00'

79

R=25.00'

74

8.00' 5.00'23.50' 23.50'

12.0

0'

23.00'

76

4

7

20

57

14.00'

R27 49+62.80, 23.00' RTX

R27 49+66.08, 28.93' RT

R27 49+80.05, 37.00' RT

R26 23+79.79, 13.00' RT7476 BEGIN CURB AND GUTTERBEGIN SIDEWALKEND THICKENED EDGE

BEGIN 410C CURBBEGIN SIDEWALKMATCH EXISTING BRIDGE

AP SIDEWALK

AP SIDEWALK

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1653+00 TO NB 1657+75

L85-CRP140

163 0

N

M

A

TC

H

LIN

E S

EE

D

W

G

L85-C

R

P170

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-C

R

P

1

3

9

M

A

T

C

H

L

IN

E

S

E

E

D

W

G

L

8

5

-C

R

P

1

6

9



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:22

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P140

.DW

G

L200-L85-CRP140 LOCATION ID:

IN-PROGRESS 90%HNTB


KEY NOTES:

INSTALL BEAM GUARDRAIL TYPE 31 IN ACCORDANCE WITH WSDOTSTD PLAN C-20-10-03

4.

7. INSTALL BEAM GUARDRAIL (TYPE 31) ANCHOR TYPE 10 INACCORDANCE WITH WSDOT STD PLAN C-23.60-03

20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03

74. CONSTRUCT SHORELINE SIDEWALK IN ACCORDANCE WITH CITY OFSHORELINE STD PLAN 309CONSTRUCT ASPHALT THICKENED EDGE IN ACCORDANCE WITH CITYOF SHORELINE STD PLAN310

76.

CONSTRUCT CURB RAMP: TYPE PERPENDICULAR IN ACCORDANCEWITH CITY OF SHORELINE STD PLAN 318

79.

CONSTRUCT DRIVEWAY TYPE 430B IN ACCORDANCE WITH CITY OFSEATTLE STD PLAN 430

57.

Exhibit 3

R26

22+0

0

R26

24+

00R

26 2

4+33

R27 50+00

R27 52+00

R44

64+

00

R44

65+

19

NB

1654

+00

NB

1656

+00

SB 1

654+

00

SB 1

656+

00

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NW

NE 185TH ST

5

T

H

A

V

E

N

E

||

||

|

|

|

|

|

20 40

SCALE IN FEET

01020(1" = 20')

N

Z:\1600001-1600999\1600216 (LYNNWOOD LINK)\ENGINEER\JMH\L200\2018-05-31\185TH_DEVIATION.DWG

Exhibit 4

11' TURNLANE11' TURN LANE

INTERSECTION BEINGRECONFIGURED TO A ROUNDABOUT

R35 10+00

R35 11+00R26 22+00

R26 24+00 R26 24+33

R27 50+00

R27 52+00

R44 62+00

R44 64+00

R44 65+23

NB 1654+00

NB 1656+00

SB 1654+00

SB 1656+00

NWNW


N

E

185T

H

S

T

5

T

H

A

V

E

N

E

|||||||

|

|

|

|

|

|

|

|

|

|

|



20

57

79

74

R=25.00'

23.50' 23.50'8.00' 5.00'

13.0

0'

5.43'

23.00' 23.00'

79

R=25.00'

74

8.00' 5.00'23.50' 23.50'

12.0

0'

23.00'

76

4

7

20

57

14.00'

R27 49+62.80, 23.00' RTX

R27 49+66.08, 28.93' RT

R27 49+80.05, 37.00' RT



AP SIDEWALK

AP SIDEWALK

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1653+00 TO NB 1657+75

L85-CRP140

163 0

N

M

A

TC

H

LIN

E S

EE

D

W

G

L85-C

R

P170

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-C

R

P

1

3

9

M

A

T

C

H

L

IN

E

S

E

E

D

W

G

L

8

5

-C

R

P

1

6

9



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:22

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P140

.DW

G


IN-PROGRESS 90%HNTB


KEY NOTES:


4.




76.


79.


57.

Exhibit 5

PGL

EXISTING G/L

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

380

385

390

395

400

405

410

415

420

425

430

435

440

445

450

-3.75%

-8.00%

-1.50%

LVC 100.00'

PVI

R27

53+

30.0

0EL

389

.52 P

VC R

27 5

2+80

.00

EL 3

93.5

16

PVT

R27

53+

80.0

0EL

388

.77

LVC 140.00'

PVI

R27

51+

75.0

0EL

401

.92

PVC

R27

51+

05.0

0EL

404

.541

PVT

R27

52+

45.0

0EL

396

.32

PVI R

27 4

9+68

.81

EL=

409.

65

PVI R

27 5

4+00

.00

EL=

388.

46

390.

0

49+00

389.

7

396.

3

409.

4240

9.3

408.

4840

8.1

50+00

407.

5440

6.7

406.

6040

5.4

405.

6740

3.9

404.

7340

2.5

51+00

403.

7340

1.0

402.

5539

9.6

401.

1739

8.1

399.

6139

6.7

52+00

397.

8639

5.2

395.

9239

3.7

393.

9239

2.3

392.

0539

1.1

53+00

390.

5739

0.1

389.

5138

9.4

388.

8538

8.8

388.

4738

8.5

54+00

388.

0938

8.1

388.

0

54+50

APPROX -1.0% RT, LT

R27

49+

68.8

1

MATCH EXISTINGRT, LT

-1.00% RT, LT -2.00% RT, LT

R27 PIVOT

R27

51+

10.0

0BE

GIN

TR

ANSI

TIO

N R

T, L

T

R27

51+

75.0

0EN

D T

RAN

SITI

ON

RT,

LT

R27

54+

00.0

0

MATCH EXISTINGRT, LT

UNDERCROSSINGSTRUCTURE

CL

SB

CL

NB

APPROX -2.0% RT, LT

MAT

CH

EXI

STIN

G

MAT

CH

EXI

STIN

G

CL

R26CL

R35

CL

R29

R27 PROFILE NE 185TH ST

SCALE: H: 1" = 20'; V: 1" = 5'

SUPERELEVATION DIAGRAM

K. IRELAND

T. JOHNSON

Z. GRAY

K. COLLINS 10/24/2017 J. THEODORE 10/24/2017

H: 1" = 20'; V: 1" = 10'

RTA / CN 0079-15

10/24/2017


CONTRACT L200


CIVILROADWAY PROFILES

NE 185TH ST

L85-CRV103

516 0No. DATE DSN CHK APP REVISION


CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 6

:39

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

NXX

-CR

V103

.DW

G

L200-NXX-CRV103 LOCATION ID:

IN-PROGRESS 90%HNTB


Exhibit 5

5

T

H

A

V

E

N

E

5T

H A

VE

NE

N

E

1

8

0

T

H

S

T

7

T

H

A

V

E

N

E

N

E

1

8

3

R

D

S

T

S88° 12' 50"E

N22° 51' 51"E N32° 09' 17"E N31° 49' 32"E N32° 09' 17"E

N00° 18' 56"E

N43° 05' 44"E

N31° 57' 29"E

I-5 N

B

I-5 S

B

8

T

H

A

V

E

N

E

R01 250+00

R01 255+00

R01 260+00

TS =

248

+06.

32

SC =

249

+00.

07R108 25+00 R108 27+00

R26 10+00

R26 15+00

R26 20+00PC = 14+01.68

PRC

= 1

9+91

.73

PT =

20+

57.2

6

PC =

22+

00.0

0

R29 6+00

R44 50+00 R44 55+00 R44 60+00

PC =

57+

62.4

4

PRC

= 5

7+97

.59

PCC

= 6

1+37

.34 PRC = 61+97.31

PRC

= 6

3+53

.84 PCC = 64+33.96

R40 20+00

R40 23+75

PRC

= 1

6+95

.56

SCALE IN FEET

025 5050 100(1" = 50')

K. IRELAND

T. JOHNSON

Z. GRAY


1" = 50'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILALIGNMENT PLAN

L85-eCAP117

N16



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:31

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

ECAP

117.

DW

G

L200-L85-ECAP117 LOCATION ID:

IN-PROGRESS 90%HNTB


N

SE

E D

WG

L

85

-eC

AP

11

6

SE

E D

WG

L

85-e

CA

P11

8

Exhibit 6

NE

189T

H S

T

NE

188T

H S

T

NE

185T

H S

T

5

T

H

A

V

E

N

E

8TH AVE NE

5TH AVE NE

N43° 05' 44"E

N00° 28' 18"E

N89° 31' 42"W

N00° 28' 18"E

S89° 31' 42"E

N09° 38' 03"EN06° 05' 42"E

S87°

44'

00"

E

N00° 15' 39"E

N07° 01' 14"E

N00° 28' 18"E

S88°

32'

56"

E

I-5

N

B

I-5

S

B

R01 260+00

R01 265+00

R01 270+00

CS

= 26

8+22

.99

ST = 269+16.74

R26 20+00

R26 24+33

PRC

= 19

+91.

73

PT =

20+

57.2

6

PC =

22+

00.0

0

PT = 23+14.76

R29 10+00 R29 15+00 R29 20+00

R30 20+00

R30 21+85

PC = 21+04.06

PT = 21+20.24

R36 30+00

R36 33+50

R31 40+00

R31 42+20

R27 50+00

R27 55+00

PI = 53+96.67

R44 65+00R44 65+23

PCC

= 61

+37.

34

PRC

= 61+97.31

PRC = 63

+53.8

4PCC

= 64+33.96

PT = 64+84.07

R29 21+50

SCALE IN FEET

025 5050 100(1" = 50')

K. IRELAND

T. JOHNSON

Z. GRAY


1" = 50'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILALIGNMENT PLAN

L85-eCAP118

N16/N17/N18



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:31

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

ECAP

118.

DW

G

L200-L85-ECAP118 LOCATION ID:

IN-PROGRESS 90%HNTB


N

SE

E D

WG

L

85

-eC

AP

11

9

SE

E D

WG

L

85-eC

AP

11

7

SEE DWG L85-eCAP122

Exhibit 6

R35 10+00

R35 11+00R26 22+00

R26 24+00 R26 24+33

R27 50+00

R27 52+00

R44 62+00

R44 64+00

R44 65+23

NB 1654+00

NB 1656+00

SB 1654+00

SB 1656+00

NWNW


N

E

185T

H

S

T

5

T

H

A

V

E

N

E

|||||||

|

|

|

|

|

|

|

|

|

|

|



20

57

79

74

R=25.00'

23.50' 23.50'8.00' 5.00'

13.0

0'

5.43'

23.00' 23.00'

79

R=25.00'

74

8.00' 5.00'23.50' 23.50'

12.0

0'

23.00'

76

4

7

20

57

14.00'

R27 49+62.80, 23.00' RTX

R27 49+66.08, 28.93' RT

R27 49+80.05, 37.00' RT



AP SIDEWALK

AP SIDEWALK

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1653+00 TO NB 1657+75

L85-CRP140

163 0

N

M

A

TC

H

LIN

E S

EE

D

W

G

L85-C

R

P170

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-C

R

P

1

3

9

M

A

T

C

H

L

IN

E

S

E

E

D

W

G

L

8

5

-C

R

P

1

6

9



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:22

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P140

.DW

G


IN-PROGRESS 90%HNTB


KEY NOTES:


4.




76.


79.


57.

Exhibit 6

R39 10+58.64, 20.00' LT

END CURB AND GUTTER

R01 286+00

R01 288+00R01 290+00

R39 10+00NB 1680+00NB 1682+00

NB 1684+00

SB 1680+00SB 1682+00

SB 1684+00

N

E

1

9

5

T

H

S

T

I-5 NB

R39 11+13.23, 62.93' LT20

R39 11+40.00, 10.50' RT20 BEGIN CURB AND GUTTER

R39 10+93.30, 61.19' LTAP CURB

R39 10+95.61, 34.80' LTR39 10+68.42, 13.50' LT

R39 10+51.64, 13.50' LT

R39 10+51.64, 12.50' RT

R39 10+74.47, 24.50' RT

R39 10+86.97, 21.15' RT

R39 11+09.26, 21.00' RT

R39 11+24.76, 21.00' RTAP SIDEWALK

AP SIDEWALK

PT

PC

AP CURB

AP CURBPTPC

AP SIDEWALK

R39 10+32.48, 38.40' LT

R39 10+27.01, 40.87' LT

AP SIDEWALK

AP SIDEWALK

AP SIDEWALKR39 10+22.07, 29.93' LT

R39 10+52.39, 16.24' LTAP SIDEWALK

AP CURB

R39 10+30.89, 12.50' RT

R39 10+11.90, 15.28' RT

R39 10+06.90, 15.28' RT

R39 10+06.90, 25.28' RT

R39 10+11.90, 25.28' RT

R39 10+30.89, 24.50' RT

AP SIDEWALK

AP SIDEWALK

AP SIDEWALK

AP SIDEWALK

AP SIDEWALK

AP SIDEWALK

10.00'

4

R=25.00'

41

41

12.00'6.25'

1

10.50'

41

VARIES

6.00'

85

74


5.00'

20

R=28.00'

70

74

22

7410.50' 13.50'

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY AND SITE PLANNB 1678+75 TO NB 1684+25

N18-CRP145

N18

99 0

M

A

TC

H

LIN

E N

B

1678+

75 S

EE

D

W

G

N

18-C

R

P144

N

MA

TC

HL

IN

E N

B 1684+

25 S

EE

D

WG

N

18-C

RP

146

M

A

T

C

H

L

I

N

E

S

E

E

D

W

G

N

1

8

-

C

R

P

1

8

0

KEY NOTES:

INSTALL TYPE 2 CONCRETE BARRIER IN ACCORDANCE WITH WSDOTSTD PLAN C-8

1.





80. CONSTRUCT CURB RAMP: TYPE PARALLEL IN ACCORDANCE WITHCITY OF SHORELINE STD PLAN 320

85. CONSTRUCT CEMENT CONCRETE STAIRWAY IN ACCORDANCE WITHCITY OF SHORELINE STD PLAN 326




CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 2

:15

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N18

-CR

P145

.DW

G


IN-PROGRESS 90%HNTB


Exhibit 7

R22 16+00

R22 18+00

R23 32+00R23 34+00

R24 40+00

R24 42+00

R106 10+00

R106 12+00

R106 14+00

R46 10+00

NB 1584+00NB 1586+00

SB 1584+00SB 1586+00


41

71 15

20

N

E

159T

H

S

T

N

E

1

6

1

S

T

S

T

1

S

T

A

V

E

N

E

71

41

41

I-5 NB

I-5 NB

OFF-R

AM

P

20.00'

30.00'

30.00'

14.0

0'

1

2

3 4

74

70

16

20

20

5.50'

5.00'

5

6

7

70

74

5.50'




15

15

EMERGENCY ACCESS DOOR IN NOISE WALLSEE DWG XXX

20 40

SCALE IN FEET

01020(1" = 20')

J. GOODMAN

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



N16-CRP127

N16

81 0

M

AT

CH

LIN

E N

B 1582+

25 S

EE

D

W

G

N

16-C

RP

126

MA

TC

HL

IN

E N

B 1587+

75 S

EE

D

WG

N

16-C

RP

128

N

KEY NOTES:

CONSTRUCT CHAIN LINK FENCE TYPE 3 IN ACCORDANCE WITHWSDOT STD PLAN L-20.10-03

15.

16. CONSTRUCT 20' CHAIN LINK DOUBLE GATE IN ACCORDANCE WITHWSDOT STD PLAN L-30.10-02




71. CONSTRUCT DRIVEWAY APPROACH WITHOUT AMENITY ZONE INACCORDANCE WITH CITY OF SHORELINE STD PLAN 302


#



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 1

:23

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N16

-CR

P127

.DW

G


IN-PROGRESS 90%HNTB


CURVE TABLE

CURVE # RADIUS DELTA TANGENT PC PT

1 20.00' 80°03'48" 27.95' R22 16+66.68, 11.00' RT R22 17+13.22, 15.97' RT

2 20.00' 76°42'10" 26.77' R22 16+88.62, 17.08' LT R22 17+04.46, 18.90' LT3 10.00' 82°04'47" 14.33' R23 32+03.70, 6.13' RT R23 32+13.64, 14.77' RT

4 10.00' 98°39'01" 17.22' R23 32+19.25, 18.44' RT R23 32+29.24, 6.24' RT

5 40.00' 286°15'37" 199.85' R24 40+84.12, 24.00' RT R24 40+84.12, 24.00' LT

6 20.00' 53°07'48" 18.55' R24 40+84.12, 24.00' RT R24 41+00.12, 16.00' RT

7 20.00' 53°07'48" 18.55' R24 41+00.12, 16.00' LT R24 40+84.12, 24.00' LT

#

Exhibit 8a

41

70 5.50'5.00'

70

74

70

20

22.0

0'20

R106 42+00

R106 43+00

R107 10+00

R107 12+00R107 14+00

R25 44+00

R25 46+00 R25 48+00

NB 1616+00

NB 1618+00 NB 1620+00SB 1616+00

SB 1618+00 SB 1620+00

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

NWNWNW

15

I-5 NB

OF

F-R

AM

P

i-5 N

B

11.0

0'


15




17

12.0

0'

20.00'

EMERGENCY ACCESS DOOR IN NOISE WALLSEE DWG XXX

J. GOODMAN

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



N16-CRP133

N16

87 0

KEY NOTES:


15.




m 0

74. CONSTRUCT SHORELINE SIDEWALK IN ACCORDANCE WITH CITY OFSHORELINE STD PLAN 309 20 40

SCALE IN FEET

01020(1" = 20')

N

20 40

SCALE IN FEET

01020(1" = 20')

N

M

A

T

C

H

L

IN

E

N

B

1

6

1

5

+

0

0

S

E

E

D

W

G

N

1

6

-C

R

P

1

3

2

MA

TC

HL

IN

E N

B 1620+

50 S

EE

D

WG

N

16-C

RP

134



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 1

:30

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N16

-CR

P133

.DW

G


IN-PROGRESS 90%HNTB


Exhibit 8b

70

74

20

20

22.0

0'

30.00'

15

R43 12+00

R107 16+00

R107 18+00

R107 20+00R107 20+00

R108 10+00

R25 50+00

R25 52+00

NB 1622+00NB 1624+00

NB 1626+00

SB 1622+00SB 1624+00

SB 1626+00

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

5.00'

15N

E

1

7

4

T

H

S

T

I-5 N

B O

FF

-R

AM

P

18

15

12.0

0'

15

79

74



R25 50+55.73, 17.80' LT

R25 50+36.63, 11.00' RT

PC

R25 50+46.43, 16.50' RT

R25 50+68.92, 16.50' RT

R25 50+78.73, 11.00' RT

R25 51+63.58, 25.00' RT

R25 51+75.58, 25.00' RT

R25 50+36.45, 11.00' LT

R25 50+43.15, 11.53' LT

PC

PT

PC

PT

AP SIDEWALK

AP SIDEWALK

AP DRIVEWAY

AP DRIVEWAY

5.00'

5.00'

R=20.00'

15

R25 50+70.33, 20.89' LTPT

R=100.00'

20 40

SCALE IN FEET

01020(1" = 20')

J. GOODMAN

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



N16-CRP134

N16

88 0

KEY NOTES:


15.

18. CONSTRUCT CHAIN LINK SINGLE GATE IN ACCORDANCE WITHWSDOT STD PLAN L-30.10-02




79. CONSTRUCT CURB RAMP: TYPE PERPENDICULAR IN ACCORDANCEWITH CITY OF SHORELINE STD PLAN 318

MA

TC

HL

IN

E N

B 1626+

00 S

EE

D

WG

N

16-C

RP

135

MA

TC

HL

IN

E N

B 1620+

50 S

EE

D

WG

N

16-C

RP

133

MA

TCH

LINE

SE

E D

WG

N16-C

RP

166

N



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 1

:31

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N16

-CR

P134

.DW

G


IN-PROGRESS 90%HNTB


Exhibit 8b

41

R=20.00'

R=20.00' AP CURB

PT

END CURB AND GUTTERMATCH EXISTINGPC

16

R108 22+00R108 24+00

R108 26+00 R108 27+00

R44 49+00 R44 50+00

R40 20+00

R40 22+00

NB 1638+00 NB 1640+00 NB 1642+00

SB 1638+00 SB 1640+00 SB 1642+00


N

E

1

8

0

T

H

S

T

I-5 NB ON-RAMP

I-5 NB

R40 20+13.88, 17.35' RT

R40 20+31.14, 27.46' RT

R40 20+52.83, 10.00' RT

R40 20+76.64, 50.19' LT

R40 20+59.38, 60.30' LT

AP CURBBEGIN MULTI-PURPOSE PATH

AP CURB

PTR40 20+80.00, 10.00' RT20

R40 20+34.50, 21.67' RT

80

R40 20+72.20, 42.61' LT

R40 20+92.95, 12.81' LT 20

BEGIN CURB AND GUTTERMATCH EXISTING

PC

AP CURB

15

MULTI-PURPOSE PATH

1520



15

15

75

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200



N16-CRP137

N16

91 0

KEY NOTES:


15.




75. CONSTRUCT ASPHALT TRANSITION RAMP TO SHOULDER INACCORDANCE WITH CITY OF SHORELINE STD PLAN 311

80. CONSTRUCT CURB RAMP: TYPE PARALLEL IN ACCORDANCE WITHCITY OF SHORELINE STD PLAN 320

20 40

SCALE IN FEET

01020(1" = 20')

N

MA

TC

HL

IN

E N

B 1

63

7+

00

S

EE

D

WG

N

16

-C

RP

13

6

MA

TC

HL

IN

E N

B 1

64

2+

75

S

EE

D

WG

N

16

-C

RP

13

8

M

A

T

C

H

L

I

N

E

S

E

E

D

W

G

N

1

6

-

C

R

P

1

6

7



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

1/18

| 1

:34

AM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

N16

-CR

P137

.DW

G


IN-PROGRESS 90%HNTB


Exhibit 8c

D10 5+00

D10 5+75

D11

5+00

D11 6+00

R26 12+00

R26 14+00

R44 52+00 R44 54+00 R44 56+00

NB 1644+00 NB 1646+00 NB 1648+00

SB 1644+00 SB 1646+00 SB 1648+00

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

I-5 NB

5

T

H

A

V

E

N

E

5.00'

5.00'16.00'

16.00'

N

E

1

8

2

N

D

C

T

41

74

70

20

BEGIN THICKENED EDGEAP ROADWAY

41

4176

74

75

70

AP DRIVEWAYMATCH EXISTING

AP DRIVEWAY


R26 13+42.04, 16.00' LT

R26 13+78.04, 21.50' RT

R26 13+77.72, 40.00' RT

R26 13+60.52, 39.96' RT

R26 13+60.04, 21.50' RT

AP DRIVEWAY

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1642+75 TO NB 1647+50

L85-CRP138



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:20

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P138

.DW

G


IN-PROGRESS 90%HNTB


MA

TC

HL

IN

E N

B 1

64

7+

50

S

EE

D

WG

L

85

-C

RP

13

9

N

74

R26 14+95.11, 26.82' RT

R26 15+03.72, 43.98' RT

R26 14+76.03, 26.50' RT

R26 14+78.79, 47.63' RT

R26 14+75.99, 28.19' RT

AP DRIVEWAY

AP DRIVEWAY

AP DRIVEWAYMATCH EXISTINGPT

AP DRIVEWAY


R=5.00'

R26 14+97.55, 39.93' RTPC

BEGIN CURB AND GUTTERBEGIN SIDEWALK

R26 13+42.04, 16.00' RT 20

KEY NOTES:


15.



74. CONSTRUCT SHORELINE SIDEWALK IN ACCORDANCE WITH CITY OFSHORELINE STD PLAN 309CONSTRUCT ASPHALT TRANSITION RAMP TO SHOULDER INACCORDANCE WITH CITY OF SHORELINE STD PLAN 311

75.

CONSTRUCT ASPHALT THICKENED EDGE IN ACCORDANCE WITH CITYOF SHORELINE STD PLAN310

76.

CONSTRUCT DRIVEWAY APPROACH WITH AMENITY ZONE INACCORDANCE WITH CITY OF SHORELINE STD PLAN 301

70.

Exhibit 8c

5+0

0

R26 16+00

R26 18+00R26 20+00

R44 56+00

R44 58+00

R44 60+00

NB 1648+00NB 1650+00

NB 1652+00

SB 1648+00SB 1650+00

SB 1652+00

NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW NW

5T

H

A

V

E

N

E

7076

41

74

20

80

74

76

74

16.00'16.00'

5.00'5.00'

16.0

0'

13.00'

424

I-5 N

B

N

E

1

8

3

R

D

C

T

SEE DWG L85-CPDXXXFOR DETAIL

END CURB AND GUTTEREND SIDEWALKBEGIN THICKENED EDGE

AP THICKENED EDGE

SEE DWG L85-CPDXXXFOR DETAIL

END BURIED TERMINALEND 8:1 GUARDRAIL TAPERBEGIN TYPE 31 GUARDRAIL

BEGIN AND FIELD ADJUST BURIED TERMINALBEGIN 8:1 GUARDRAIL TAPERMATCH EXISTING

NOISE WALL XXX-XSEE DWG L85-SWPXXXWALL XXX-X

SEE DWG L85-SWPXXX

WALL W-R26-2RSEE DWG L85-SWPXXX

R26 17+23.10, 16.00' RT 20

R26 17+49.65, 13.00' RT

R26 17+83.66, 19.87' RT

R26 18+07.78, 17.00' RT

76

END THICKENED EDGE

MULTI-PURPOSEPATH

R26 15+45.56, 18.00' LT76

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1647+50 TO NB 1653+00

L85-CRP139

162 0

KEY NOTES:


4.


24. INSTALL BEAM GUARDRAIL TYPE 31 BURIED TEMINAL TYPE 2 INACCORDANCE WITH WSDOT STD PLAN C-22.16-05




76. CONSTRUCT ASPHALT THICKENED EDGE IN ACCORDANCE WITH CITYOF SHORELINE STD PLAN310

80. CONSTRUCT CURB RAMP: TYPE PARALLEL IN ACCORDANCE WITHCITY OF SHORELINE STD PLAN 320 20 40

SCALE IN FEET

01020(1" = 20')

MA

TC

HL

IN

E N

B 1647+

50 S

EE

D

WG

L

85-C

RP

138

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-C

R

P

1

4

0

N

KEY NOTES CONT'D:



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:21

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P139

.DW

G


IN-PROGRESS 90%HNTB


Exhibit 8c

R35 10+00

R35 11+00R26 22+00

R26 24+00 R26 24+33

R27 50+00

R27 52+00

R44 62+00

R44 64+00

R44 65+23

NB 1654+00

NB 1656+00

SB 1654+00

SB 1656+00

NWNW


N

E

185T

H

S

T

5

T

H

A

V

E

N

E

|||||||

|

|

|

|

|

|

|

|

|

|

|



20

57

79

74

R=25.00'

23.50' 23.50'8.00' 5.00'

13.0

0'

5.43'

23.00' 23.00'

79

R=25.00'

74

8.00' 5.00'23.50' 23.50'

12.0

0'

23.00'

76

4

7

20

57

14.00'

R27 49+62.80, 23.00' RTX

R27 49+66.08, 28.93' RT

R27 49+80.05, 37.00' RT



AP SIDEWALK

AP SIDEWALK

20 40

SCALE IN FEET

01020(1" = 20')

K. IRELAND

T. JOHNSON

J. MATTHEWS


1" = 20'

RTA / CN 0079-15

04/06/2018


CONTRACT L200


CIVILROADWAY PLAN

NB 1653+00 TO NB 1657+75

L85-CRP140

163 0

N

M

A

TC

H

LIN

E S

EE

D

W

G

L85-C

R

P170

M

A

T

C

H

L

IN

E

N

B

1

6

5

3

+

0

0

S

E

E

D

W

G

L

8

5

-C

R

P

1

3

9

M

A

T

C

H

L

IN

E

S

E

E

D

W

G

L

8

5

-C

R

P

1

6

9



CONTRACT No.:

FILENAME:

SCALE: DRAWING No.:

SHEET No.: REV:LI

NE

IS 1

" AT

FULL

SC

ALE

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

03/2

0/18

| 8

:22

PM |

JO

NC

Z:\1

6000

01-1

6009

99\1

6002

16 (L

YNN

WO

OD

LIN

K)\C

ADD

\DES

IGN

\PW

DO

WN

LOAD

S\L2

00\L

200-

L85-

CR

P140

.DW

G


IN-PROGRESS 90%HNTB


KEY NOTES:


4.




76.


79.


57.

Exhibit 8c

attachment cc: exhibits for engineering deviation …...53508 351 375 350 351376 351 503 501 r108...

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