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
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-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:
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:
03/0
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
L200-L85-EUCP327 LOCATION ID:
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
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-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.
SCL TO RMV PP, NIC.375.
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:
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:
03/0
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
L200-L85-EUCP332 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
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
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
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-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.
SCL TO RMV PP, NIC.375.
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:
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
0:33
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
L200-L85-EUCP337 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
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
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
MATCHLINE SEE DWG N16-CRP169
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
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
Jacobstrusteddesignpartners
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
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
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
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
| 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
Jacobstrusteddesignpartners
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
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
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
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
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
| 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
Jacobstrusteddesignpartners
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 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
LYNNWOOD LINK EXTENSION
CONTRACT L200
NORTHGATE STATION TO NE 200TH STREET
CIVILROADWAY PROFILES
NE 185TH ST
L85-CRV103
516 0No. 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
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
Jacobstrusteddesignpartners
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
J. SCHUTT K. COLLINS 04/06/2018 J. THEODORE 04/06/2018
1" = 50'
RTA / CN 0079-15
04/06/2018
LYNNWOOD LINK EXTENSION
CONTRACT L200
NORTHGATE STATION TO NE 200TH STREET
CIVILALIGNMENT PLAN
L85-eCAP117
N16
136 0No. 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
| 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
Jacobstrusteddesignpartners
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
J. SCHUTT K. COLLINS 04/06/2018 J. THEODORE 04/06/2018
1" = 50'
RTA / CN 0079-15
04/06/2018
LYNNWOOD LINK EXTENSION
CONTRACT L200
NORTHGATE STATION TO NE 200TH STREET
CIVILALIGNMENT PLAN
L85-eCAP118
N16/N17/N18
137 0No. 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
| 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
Jacobstrusteddesignpartners
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
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
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
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
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
| 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
Jacobstrusteddesignpartners
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 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
WALL XXX-XSEE DWG L85-SWPXXX
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
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
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.
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
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
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
MATCHLINE SEE DWG N18-CRP179
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
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
L200-N18-CRP145 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
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
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'
WALL XXX-XSEE DWG L85-SWPXXX
NOISE WALL XXX-XSEE DWG L85-SWPXXX
WALL XXX-XSEE DWG L85-SWPXXX
15
15
EMERGENCY ACCESS DOOR IN NOISE WALLSEE DWG XXX
20 40
SCALE IN FEET
01020(1" = 20')
J. GOODMAN
T. JOHNSON
J. MATTHEWS
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
CIVILROADWAY AND SITE PLANNB 1582+25 TO NB 1587+75
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
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
70. CONSTRUCT DRIVEWAY APPROACH WITH AMENITY ZONE INACCORDANCE WITH CITY OF SHORELINE STD PLAN 301
71. CONSTRUCT DRIVEWAY APPROACH WITHOUT AMENITY ZONE INACCORDANCE WITH CITY OF SHORELINE STD PLAN 302
74. CONSTRUCT SHORELINE SIDEWALK IN ACCORDANCE WITH CITY OFSHORELINE STD PLAN 309
#
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
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
L200-N16-CRP127 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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'
NOISE WALL XXX-XSEE DWG L85-SWPXXX
15
WALL XXX-XSEE DWG L85-SWPXXX
NOISE WALL XXX-XSEE DWG L85-SWPXXX
WALL XXX-XSEE DWG L85-SWPXXX
17
12.0
0'
20.00'
EMERGENCY ACCESS DOOR IN NOISE WALLSEE DWG XXX
J. GOODMAN
T. JOHNSON
J. MATTHEWS
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
CIVILROADWAY AND SITE PLANNB 1615+00 TO NB 1620+50
N16-CRP133
N16
87 0
KEY NOTES:
CONSTRUCT CHAIN LINK FENCE TYPE 3 IN ACCORDANCE WITHWSDOT STD PLAN L-20.10-03
15.
17. CONSTRUCT 14' CHAIN LINK DOUBLE GATE IN ACCORDANCE WITHWSDOT STD PLAN L-30.10-02
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
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
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
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
L200-N16-CRP133 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
WALL XXX-XSEE DWG L85-SWPXXX
NOISE WALL XXX-XSEE DWG L85-SWPXXX
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
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
CIVILROADWAY AND SITE PLANNB 1620+50 TO NB 1626+00
N16-CRP134
N16
88 0
KEY NOTES:
CONSTRUCT CHAIN LINK FENCE TYPE 3 IN ACCORDANCE WITHWSDOT STD PLAN L-20.10-03
15.
18. CONSTRUCT CHAIN LINK SINGLE GATE IN ACCORDANCE WITHWSDOT STD PLAN L-30.10-02
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
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
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
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
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
L200-N16-CRP134 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
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
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
NOISE WALL XXX-XSEE DWG L85-SWPXXX
WALL XXX-XSEE DWG L85-SWPXXX
15
15
75
K. IRELAND
T. JOHNSON
J. MATTHEWS
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
CIVILROADWAY AND SITE PLANNB 1637+00 TO NB 1642+75
N16-CRP137
N16
91 0
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
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
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
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
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
L200-N16-CRP137 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
AP DRIVEWAYMATCH EXISTING
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
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
CIVILROADWAY PLAN
NB 1642+75 TO NB 1647+50
L85-CRP138
161 0No. 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
| 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
L200-L85-CRP138 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
AP DRIVEWAYMATCH EXISTING
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:
CONSTRUCT CHAIN LINK FENCE TYPE 3 IN ACCORDANCE WITHWSDOT STD PLAN L-20.10-03
15.
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
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
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
CIVILROADWAY PLAN
NB 1647+50 TO NB 1653+00
L85-CRP139
162 0
KEY NOTES:
INSTALL BEAM GUARDRAIL TYPE 31 IN ACCORDANCE WITH WSDOTSTD PLAN C-20-10-03
4.
20. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER INACCORDANCE WITH WSDOT STD PLAN F-10.12-03
24. INSTALL BEAM GUARDRAIL TYPE 31 BURIED TEMINAL TYPE 2 INACCORDANCE WITH WSDOT STD PLAN C-22.16-05
41. SAWCUT LINE, SEE CIVIL DEMOLITION AND REMOVAL DRAWINGS
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
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:
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
| 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
L200-L85-CRP139 LOCATION ID:
IN-PROGRESS 90%HNTB
Jacobstrusteddesignpartners
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
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
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
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
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
| 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
Jacobstrusteddesignpartners
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 8c