W912DW19B0005R0002-PLANS.pdf

PDF 11 MB Posted Aug 13, 2019

Attached to: FY19 Snohomish River Channel Maintenance Dredging, Everett, Washington
Solicitation number: W912DW19B0005
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment 2 PLANS

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File	Type	Posted
W912DW19B0005_Snohomish_Everett_Abstract_(signed).pdf	PDF	Aug 28, 2019
W912DW19B0005R0003_Snohomish_Dredging.pdf	PDF	Aug 22, 2019
W912DW19B0005_R0002_Amendment.pdf	PDF	Aug 13, 2019
W912DW19B0005-0001_Snohomish_Dredging.pdf	PDF	Aug 9, 2019
W912DW19B0005_Snohomish_River_Dredging_Solicitation.pdf	PDF	Jul 23, 2019

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FY 2019

EVERETT, WASHINGTON

G-1

U .S .A

R M

E N

T R

T ,S

E A

T T

L E

S E

A T

T L

W A

S H

G T

R P

E E

R S

D A

T E

A T

Sheet 1 of 6

E V

E R

E T

A W

D E

L E

A number:

Plate

W A

S H

G T

O N of Engineers US Army Corps

Seattle District c o n d it io n s d e p ic t e d e x c e p t a s d e s c r ib e d a b o v e , in c lu d in g n o w a r r a n t ie s a s t o t h e u s a b ilit y o r s u it a b ilit y f o r a n y p a r t ic u la r p u r p o s e in f o r m a t io n o n t h is m p y n o t b e a c c u r a t e , m a y n o t b e c u r r e n t , a n d r y b e in c o m p le t e o r c o n t a in in g o m is s io n s . It y b e in e r r o r . T e

U .S . A r y r p s o f

E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y f

U T

N : N

O T

T E

N D

A T

L A

R P

O S

E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s t in t a in a c c u r a t e a n d p r e c p s , t

MEAN HIGHER HIGH WATER (MHHW)

MEAN HIGH WATER (MHW)

MEAN SEA LEVEL (MSL)

MEAN LOW WATER (MLW)

MEAN LOWER LOW WATER (MLLW)

CONTROL POINT / MONUMENT

EVERETT STATION J7

EPOCH 1983-2001

NOS (NATIONAL OCEAN SERVICE) TIDE DATUMS

11.09 FT

10.22 FT

6.48 FT

2.80 FT

0.0 FT

E-2-8-297

SNOHOMISH RIVER DOWNSTREAM SETTLING BASIN

TITLE, VICINITY MAP AND DRAWING INDEX

SHEET NO.

CONTRACT DRAWING

PLATE NO.

CONTRACT DRAWING

FILE NO.

CONTRACT DRAWING

CONTRACT DRAWING TITLE

SNOHOMISH RIVER CHANNEL AND UPSTREAM SETTLING BASIN

SHEET NO.

CONDITION SURVEY

PLATE NO.

CONDITION SURVEY

FILE NO.

CONDITION SURVEY

CONDITION DRAWING TITLE

REPRESENTATIVE CONDITION SURVEYS

E-2-8-309

G-1

G-2

O-1

GENERAL PLAN E-2-8-297

E-2-8-297

E-2-8-309

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_1

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_2

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_3

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_4

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_5

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_6

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_7

R E

W E

A P

P R

O V

E D

P R

O J E

N A

G E

N A

A T

C T

D E

N E

S U

B M

E E

H Y

D R

A U

E E

C H

N A

A T

C T

S C

B R

O W

P .E

1 2 3 4 5

CONTRACT DRAWING INDEX

J O

P E

L L

E-2-8-297 5 SECTIONS AND DETAILS

0-3

0-4

PROJECT

MT. VERNON

OLYMPIA

ABERDEEN

CHEHALIS

VANCOUVER

ELLENSBURG

NOT TO SCALE

WALLA WALLA

PENDLETON

UMATILLA ARMY DEPOT

ELLENSBURG

CHEHALIS

ABERDEEN

MT. VERNON

VANCOUVER

LA PUSH

BRITISH COLUMBIA

I D

A H

OREGON

WASHINGTON

410410

YAKIMA

TACOMA

SEATTLE

EVERETT

SPOKANE

BELLINGHAM

PORTLAND

PROJECT

VICINITY MAP

P U G E T

S O U N D

P O S S

E S S

O U

N D

ISLAND

WHIDBEY

ISLAND

BAINBRIDGE

SEATTLE

EVERETT

Seattle District

US Army Corps of Engineers

HYDRAULIC DREDGING FY19

SNOHOMISH RIVER

S N

O H

O M

D R

A U

E D

E-2-8-297 6 V-1 GENERAL PLAN FOR REPRESENTATIVE CONDITION SURVEYS

N/A

D W

90+00 to 115+00

BASE ITEMS OF WORK

OPTION BID ITEMS OF WORK

PLACEMENT AREA

DISPOSAL AREA/

JETTY ISLAND PLACEMENT AREA

CITY OF EVERETT PARCEL "O"

1300 CITY OF EVERETT PARCEL "O"

PID: SY0003

N 360,274.93

E 1,301,389.76

JETTY ISLAND PLACEMENT AREA

5000'2500' 1250' 0 2500'

115+00

STATIONSOPTION BID ITEM

D A

T E

A T

W A

S H

G T

O N

STATIONS

PLACEMENT AREA

DISPOSAL AREA/

G E

N E

A N

E V

E R

E T

G-2 Sheet 2 of 6

335+50 to 355+78.54

1200 90+00 TO 115+00

BASE BID ITEM

S N

O H

O M

D R

A U

E D

D W

335+50 to 355+78.54

1 2 3 4 5c o n d it io n s d e p ic t e d e x c e p t a s d e s c r ib e d a b o v e , in c lu d in g r r a n t ie s a s t o t h e u s a b ilit y o r s u it a b ilit y f o r a n y p a r t ic u la r p u r p o s e in f o r m a t io n o n t y n o t b e a c c u r a t e , m a y n o t b e c u r r e n t , a n d y b e in c o m p le t e o r c o n t a in in g o m is s io n y b e in e r r o r . T

. A r r p s o f

E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y

U T

N : N

O T

T E

N D

A T

L A

R P

O S

E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s in t a in a c c u r a t e a n d p r e c p s , t

Seattle District

US Army Corps of Engineers

A p p r

D e s c r ip t io n S y m b o l

D a t e

U .S .A

T R

T ,S

E A

T T

L E

S E

A T

T L

W A

S H

G T

E E

R S

1 2 3 4 5

D E

N E

S U

B M

T E

J O

P E

L L

P R

O J E

N A

G E

N A

A T

C T

R E

W E

S C

B R

O W

P .E

D E

E E

H Y

D R

A U

E E

A P

P R

O V

N A

A T

C T

PID: SY0006

N 359,668.35

E 1,300,774.28

944 7659 TIDAL 5

PID: SY0004

N 360,348.43

E 1,301,517.51

944 7659 TIDAL 4

SHEET 3

EVERETT

CITY

SHEET 4

SNOHOMISH RIVER

90+00

DREDGE AREA7.

REQUIRE VERIFICATION.

THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST RECORD AND MAY 6.

REPRESENTATIVE (COR).

PILINGS, BULKHEADS, TIMBER WALLS AND OTHER STRUCTURES, OR AS DIRECTED BY THE CONTRACTING OFFICER

THE CONTRACTOR SHALL MAINTAIN A MINIMUM STANDOFF DISTANCE OF TWENTY FIVE (25) FEET FROM ALL 5.

CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.4.

DEPARTMENT OF AGRICULTURE (2013).

BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN BY UNITED STATES 3.

WATER (MLLW). EPOCH 1983-2001.

ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE) MEAN LOWER LOW 2.

NORTH AMERICAN DATUM OF 1983/91.

PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601, NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN

HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE SYSTEM: LAMBERT GRID 1.

NOTES

OPTION ITEM NO. 2100

ITEM NO. 1200 &

BASE BID

CONTRACT

DREDGING,THIS

OPTION BID ITEM NO. 3100

BASE BID ITEM NO. 1300 &

DREDGING,THIS CONTRACT

E 1,302,000

E 1,300,000

E 1,298,000

E 1,296,000

E 1,299,925.00

N 371,497.08

N 369,012.45

E 1,299,610.19

N 369,002.54

E 1,299,759.86

D A

T E

A T

W A

S H

G T

O N

O-1 Sheet 3 of 6

E V

E R

E T

D O

W N

S T

R E

T T

S N

O H

O M

T R

A N

800'400'0400' 200'

S N

O H

O M

D R

A U

E D

C D

(SEE SHEET 5 of 6)

CROSS SECTION A

(SEE SHEET 5 of 6)

CROSS SECTION B

DREDGE AREA

RECORD AND MAY REQUIRE VERIFICATION.

THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST

PILINGS, BULKHEADS, TIMBER WALLS AND OTHER STRUCTURES.

FEET OR AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR) FROM ALL

THE CONTRACTOR SHALL MAINTAIN A STANDOFF DISTANCE NO LESS THAN TWENTY FIVE (25)

CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.

UNITED STATES DEPARTMENT OF AGRICULTURE (2017).

BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN BY

MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.

ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE)

NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91.

SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601,

HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE

NOTES

OPTION BID ITEM NO. 2100)

(BASE BID ITEM NO. 1200,

JETTY ISLAND PLACEMENT AREA

D W

B number:

Plate

Seattle District

US Army Corps of Engineers

A p p r

D e s c r ip t io n S y m b o l

D a t e

U .S .A

T R

T ,S

E A

T T

L E

S E

A T

T L

W A

S H

G T

E E

R S c o n d it io n s d e p ic t e d e x c e p t a s d e s c r ib e d a b o v e , in c lu d in g r r a n t ie s a s t o t h e u s a b ilit y o r s u it a b ilit y f o r a n y p a r t ic u la r p u r p o s e in f o r m a t io n o n t y n o t b e a c c u r a t e , m a y n o t b e c u r r e n t , a n d y b e in c o m p le t e o r c o n t a in in g o m is s io n y b e in e r r o r . T

. A r r p s o f

E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y

U T

N : N

O T

T E

N D

A T

L A

R P

O S

E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s in t a in a c c u r a t e a n d p r e c p s , t

1 2 3 4 5

AND OPTION ITEM NO. 2100

BASE BID ITEM NO. 1200

DREDGING,THIS CONTRACT

E 1,299,775.33

N 371,506.99

A B

E 1,298,817.78

N 363,062.05

P.I. 29+48.12

E 1,297,019.559

N 360,725.856

P.I. 0+00.00

E 1,299,406.05

N 364,793.37

P.I. 47+76.65

DREDGING AREA CORNER LOCATIONS:

R E

W E

A P

P R

O V

E D

P R

O J E

N A

G E

N A

A T

C T

D E

N E

S U

B M

T E

J O

P E

E E

H Y

D R

A U

E E

C H

N A

A T

C T

S C

B R

O W

P .E

1 3 4 5 c o n d it io n s d e p ic t e d e x c e p t a s d e s c r ib e d a b o v e , in c lu d in g r r a n t ie s a s t o t h e u s a b ilit y o r s u it a b ilit y f o r a n y p a r t ic u la r p u r p o s e in f o r m a t io n o n t y n o t b e a c c u r a t e , m a y n o t b e c u r r e n t , a n d y b e in c o m p le t e o r c o n t a in in g o m is s io n y b e in e r r o r . T

. A r r p s o f

E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y

U T

N : N

O T

T E

N D

A T

L A

R P

O S

E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s in t a in a c c u r a t e a n d p r e c p s , t

Seattle District

US Army Corps of Engineers

A p p r

D e s c r ip t io n S y m b o l

D a t e

R E

W E

A P

P R

O V

E D

P R

O J E

N A

G E

N A

A T

C T

D E

N E

S U

B M

T E

J O

P E

E E

H Y

D R

A U

E E

C H

N A

A T

C T

S C

B R

O W

P .E

3 381+79

800'

1" = 400'

400'0400' 200'

D A

T E

A T

W A

S H

G T

O N

0-3 Sheet 4 of 6

E V

E R

E T

T E

0+0

G H

A B

C D

E 1,314,000

E 1,312,000

E 1,310,000

E 1,308,000 U P

S T

R E

T T

S N

O H

O M

A N

S N

O H

O M

D R

A U

E D

G E

DREDGE AREA

RECORD AND MAY REQUIRE VERIFICATION.

THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST

PILINGS, BULKHEADS, TIMBER WALLS AND OTHER STRUCTURES.

FEET OR AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR) FROM ALL

THE CONTRACTOR SHALL MAINTAIN A STANDOFF DISTANCE NO LESS THAN TWENTY FIVE (25)

CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.

UNITED STATES DEPARTMENT OF AGRICULTURE (2017).

BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN BY

MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.

ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN SERVICE)

NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91.

SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601,

HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE

NOTES

DREDGING AREA CORNER LOCATIONS:

N 364,626.34

E 1,311,103.83

N 364,478.22

E 1,311,143.34

N 363,398.60

E 1,312,514.42

N 363,301.80

E 1,312,602.36

N 363,189.41

E 1,312,503.02

N 363,284.54

E 1,312,418.19

N 364,360.32

E 1,311,050.60

N 364,513.95

E 1,311,004.48

D W

OPTION BID ITEM NO. 3100

BASE BID ITEM NO. 1300 &

DREDGING,THIS CONTRACT

ITEM NO. 3100)

NO. 1300, OPTION BID

AREA (BASE BID ITEM

PARCEL "O" DISPOSAL

CITY OF EVERETT

6 3

U .S .A

T R

T ,S

E A

T T

L E

S E

A T

T L

W A

S H

G T

E E

R S number:

Plate

E 1,312,464.56

N 363,343.49

P.I. 354+46.83

E 1,311,554.83

N 368,524.96

P.I. 292+21.80

E 1,310,498.35

N 365,928.21

P.I. 320+25.24

E 1,310,746.38

N 364,842.18

P.I. 331+39.24 E 1,311,054.16

N 364,570.14

P.I. 335+50.00

E 1,311,096.970

N 364,419.27

P.I. 337+06.83

E 1,312,552.69

N 363,245.61

P.I. 355+78.54

E 1,313,106.23

N 362,594.59

P.I. 364+38.25

E 1,312,793.21

N 363,033.02

P.I. 358+99.54

E 1,313,505.54

N 361,709.13

P.I. 374+09.58

E 1,313,277.15

N 361,301.39

P.I. 378+76.94

E 1,313,019.04

N 361,145.36

P.I. 381+78.54

E V

A T I

O N

0 25 50 75 100 125 150 175 200-25-50

EL. +15' MLLW

225 250

TYPICAL SECTION A

JETTY ISLAND BEACH PLACEMENT

NOT TO SCALE

EXISTING GRADE

TIE INTO

EXISTING GRADE

PLACE DREDGE MATERIAL

NOT TO SCALE

SETTLING BASIN AT STATION 354+46.83 TO THE DREDGED CHANNEL DEPTH AT CHANNEL STATION 355+78.54.

OF SETTLING BASIN AT STATION 337+06.83, AND FROM THE DREDGED DEPTH AT THE UPSTREAM END OF THE

NOTE: UNIFORM TRANSITIONS FROM EXISTING CONDITIONS AT CHANNEL STATION 335+50 TO THE DOWNSTREAM END

STATION 335+50 TO 355+78.54

TYPICAL SETTLING BASIN SECTION

R0002

MINIMUM PAY DEPTH

MAXIMUM PAY DEPTH

DREDGING PRISM

REQUIRED

BOTTOM

EXISTING

150'

75'

DECEMBER 11 - 12, 2013.

ARE DERIVED FROM PUGET SOUND LIDAR CONSORTIUM (PSLC) LIDAR DATA COLLECTED

8. EXISTING GRADE ELEVATIONS IN TYPICAL JETTY ISLAND BEACH REPLACEMENT SECTIONS

SUBSTANTIALLY CORRECT. HOWEVER, THE EXACT LOCATIONS MAY VARY FROM THAT SHOWN.

OF OBSTRUCTIONS/UTILITIES. THE DATA FURNISHED ON THE PLANS ARE BELIEVED TO BE

7. EVERY EFFORT HAS BEEN MADE TO PROVIDE ALL PERTINENT DETAILS ON THE LOCATION

RECORD AND MAY REQUIRE VERIFICATION.

6. THE CONTROL POINT/MONUMENT LOCATIONS ARE BASED ON THE GOVERNMENTS LATEST

PILINGS, BULKHEADS, TIMBER WALLS AND OTHER STRUCTURES.

OR AS DIRECTED BY THE COR (CONTRACTING OFFICER REPRESENTATIVE) FROM ALL

5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM STANDOFF DISTANCE OF FIVE (5) FEET

UNITED STATES DEPARTMENT OF AGRICULTURE (2017).

4. BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN BY

CHANNEL ARE LAMBERT AND DIFFER FROM TRUE NORTH AZIMUTH.

3. CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014. AZIMUTHS ON CENTERLINE OF

SERVICE) MEAN LOWER LOW WATER (MLLW). EPOCH 1983-2001.

2. ELEVATIONS ARE IN FEET AND REFER TO THE PLANE OF NOS (NATIONAL OCEAN

NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN NORTH AMERICAN DATUM OF 1983/91

SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE, 4601.

1. HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE

NOTES:

number:

Plate

U .S .A

T R

T ,S

E A

T T

L E

S E

A T

T L

W A

S H

G T

E E

R S

D A

T E

A T

W A

S H

G T

O N

0-4 Sheet 5 of 6

E V

E R

E T

S E

C T

T A

S N

O H

O M

D R

A U

E D

D W

. A r r p s o f

E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y

U T

N : N

O T

T E

N D

A T

L A

R P

O S

E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s in t a in a c c u r a t e a n d p r e c p s , t

Seattle District

US Army Corps of Engineers

A p p r

D e s c r ip t io n S y m b o l

D a t e

R E

W E

A P

P R

O V

E D

P R

O J E

N A

G E

N A

A T

C T

D E

N E

S U

B M

T E

J O

P E

E E

H Y

D R

A U

E E

C H

N A

A T

C T

S C

B R

O W

P .E

-20' MLLW

DREDGE AREA

PRISM

DREDGING

REQUIRED

PAY DEPTH

MINIMUM

PAY DEPTH

MAXIMUM

-8' MLLW

BOTTOM

EXISTING

NOT TO SCALE

STATION 90+00 TO 115+00

TYPICAL CHANNEL SECTION

E L

E V

A T I

O N

0 25 50 75 100 125 150 175 200-25-50

TYPICAL SECTION B

JETTY ISLAND BEACH PLACMENT

NOT TO SCALE

EL. +15' MLLW

EXISTING GRADE

TIE INTO

EXISTING GRADE

PLACE DREDGE MATERIAL

H E E T

S H

SHEET 4

S H E E T

S H

E E

S H E E T

5000'2500' 1250' 0 2500'

D A

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V-0 Sheet 6 of 6

S U

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E n g in e e r s a n d it s s u p p lie k e s r r a n t ie s , e x p r e s s o r im p lie d , a s t o t h e a c c u r a c y

U T

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E S . T h e in f o r m a t io n o n t p r e s u lt s f r d r o s u r v e y s p e r f o r m e d o n t h e d a t e s in d ic t e d . A lt h o u g h t

. A r r p s o f

E n g in e e r s s t r iv e s in t a in a c c u r a t e a n d p r e c p s , t

Seattle District

US Army Corps of Engineers

A p p r

D e s c r ip t io n S y m b o l

D a t e

U .S .A

T R

T ,S

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L E

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S C

B R

O W

P .E

DATE

CONDITION SURVEY

8, 9, 10 JAN 2019

SHEET NO.

CONDITION SURVEY

FILE NO.

CONDITION SURVEY

CONDITION DRAWING TITLE

REPRESENTATIVE CONDITION SURVEYS

E-2-8-309

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_1

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_2

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_3

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_4

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_5

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_6

SNOHOMISH CHANNEL, ES_01_EHS_20180326_CS_E_2_8_309_7

3. CHANNEL ALIGNMENT SHOWN IS ALIGNMENT 2014.

BY UNITED STATES DEPARTMENT OF AGRICULTURE (2013).

2. BASE IMAGERY PREPARED FROM NATURAL COLOR FOUR BAND IMAGERY (NAIP). TAKEN

OF 1983/91.

4601, NORTH AMERICAN DATUM OF 1983/2011, PLOTTED IN NORTH AMERICAN DATUM

SYSTEM: LAMBERT GRID PROJECTION, STATE PLANE, WASHINGTON NORTH ZONE,

1. HORIZONTAL DATUM: WGS-84 (WORLD GEODETIC SYSTEM 1984). PROJECTED COORDINATE

NOTES

12.112.611.711.912.613.113.1 13.4

11.911.5 12.8

13.213.4 14.0

14.2 15.5

12.113.2 13.413.7

14.315.4 16.316.7

12.513.3 13.7

14.014.7 15.8

16.317.2

12.713.5 13.814.3

15.3 15.7

16.817.4

13.413.9 14.915.4

16.1 16.9

17.4

13.7 14.515.2

15.8 16.317.0

17.6

13.8 14.7

15.4 15.916.5

17.117.6

14.2 14.8

15.716.1 16.516.9

17.618.2

14.3 14.8

15.616.3 16.617.0

17.618.3

14.515.2 15.816.316.7

17.217.518.1

14.8 15.515.9

16.4 16.917.1

17.718.1

15.215.7 16.2

16.617.0 17.317.518.318.1

14.6 15.2

16.0 16.416.917.2

17.418.0 18.6

14.315.1 15.716.2

16.817.3 17.517.9

18.7 19.3

15.0 15.2

16.016.6 17.217.7

18.319.0 19.720.1

14.615.3 15.916.6

17.518.0 18.6

19.620.3 21.3

14.9 15.9

16.817.7 18.3

19.220.1 21.0

22.423.1

14.715.416.5 17.718.519.5

20.3 21.923.525.2

15.9 16.9

17.618.6 19.921.022.7

25.126.928.4

15.4 16.6

17.5 18.5

19.921.4 23.1

25.828.4 29.9

15.415.416.517.518.5 20.2

21.723.826.728.630.732.0

16.0 17.619.3

20.822.324.1 27.329.2

31.031.3

16.716.418.2 19.5

21.322.4 25.127.8

30.1 32.332.933.4

17.3 18.2 19.922.3

23.7 26.129.231.3

32.4 33.835.0

19.7 21.022.5

25.027.9 30.732.5

34.3 35.5

35.736.6

20.322.4 25.4

28.430.833.0 34.8

36.136.9 38.1

38.7

24.828.030.9 33.135.2

36.8 38.4

39.340.8 40.640.3

27.229.8 32.4

34.535.9 36.938.4

40.240.9 41.4

40.5

28.931.233.4 35.336.9

37.8 38.439.6

40.7 41.440.440.1

32.5 34.736.1

37.0 38.038.239.3

40.141.0 40.938.9

33.533.734.736.1 37.6

37.6 38.137.938.9

39.0 39.4

39.8 38.6

34.5 36.036.537.2

38.238.7 38.238.0

38.3 38.739.138.7

38.836.5

34.135.3 37.5

38.639.2 39.2

39.038.7 38.7

38.3 38.138.237.8

37.337.235.3

34.0 36.638.9

40.640.941.3 40.5

39.5 38.8

38.2 38.037.4

37.336.836.0 34.432.2

36.736.838.740.2 41.1

41.9 41.5

40.739.9 38.7

37.336.6 36.435.7

34.733.6

30.5 30.1

34.535.238.439.1 39.640.8

41.241.2 40.6

39.6 38.537.4

35.9 35.034.4

32.429.9 30.1

34.1 34.536.337.4 38.239.439.4

39.9 40.340.0

39.438.2 37.036.134.6

32.530.0

32.9 34.4 35.536.437.0

37.6 38.138.7

38.938.939.0 38.5

37.934.1 32.430.729.9

33.6 35.236.0

35.736.5 36.937.2

37.638.3 38.6

38.237.7 36.933.4

24.8

31.732.934.335.1 35.936.236.7

36.936.8 37.3

37.637.537.635.8 34.2

33.2

32.3 32.7 33.5

34.5 35.034.9

35.8 36.737.037.0

37.4 36.9

36.5

34.733.0 32.1

30.533.435.1 35.4

35.635.135.4 35.4

35.9 36.5

37.437.0 36.6

34.130.631.2

32.332.934.9 35.736.336.4

36.136.536.6 36.5

36.436.2 36.0

35.5 33.329.6

34.434.8 36.4

36.937.9 37.637.0

36.937.136.8 36.6

36.836.6 35.733.229.7

46.943.039.6 38.2

38.638.9 38.0

38.138.9 38.738.037.7

37.537.4 37.0

33.5 27.4

69.5 62.258.854.6 51.149.646.1

42.8 39.939.639.4

38.938.4 38.9

39.539.638.4

35.2 29.0

96.190.786.581.176.0 70.866.662.3

57.8 55.352.650.147.6

44.5 41.139.539.8

39.5 38.538.1

34.734.9

124.5 113.2106.8101.0

94.689.4 83.978.674.1

69.765.4 61.0

58.4 55.553.050.4

48.145.2 41.939.5

38.134.8 34.7

152.4142.6 138.0

131.2124.5 117.6

110.6104.297.9 92.886.7

81.676.6 72.067.9

64.360.4 57.2

55.6 53.050.647.4

44.0 38.137.635.6

149.6143.8 136.2

129.3123.5 116.2109.8

102.2 95.590.2

85.179.5 74.570.766.9

63.160.257.5 54.8

51.147.745.6

146.5 141.6139.7129.5

122.4 115.7

107.8 101.295.089.4

84.379.3 74.5

70.3 66.9

63.460.2 57.555.0

51.0

141.5136.6129.5 122.5116.9

109.4102.7 95.790.2

84.779.8 75.171.0

67.6 64.261.0

58.656.1

137.5 131.6125.1117.7

110.6 103.8

97.5 90.885.581.4

76.272.2 69.1

65.4 60.6

137.8133.0 126.3119.7

112.9105.9 99.4

93.187.282.9 78.374.0

138.1135.1 129.0121.2

115.0108.7 101.896.2

90.185.2

136.7 130.9122.6

117.2111.0 105.299.6

132.3127.3120.3115.3131.0

P .I. 0+00N 360,725.86E 1,297,019.56

P .I. 29+48.12 N 363,062.05 E 1,298,817.78

P .I. 47+76.65N 364,793.37E 1,299,406.047

Snohomish R iver Light 5

P ort Gardner Navy Log Boom Light C

Navsta P ier Light A

30+00

50+0040+00

AZ 3º

47' 1

AZ 18º 46' 00

"AZ 37º 35' 10"

P ier B

P ier A

1,296,000 1,2

,00

1,297,000

1,2

,00

1,298,000 1,2

,00

1,299,000

1,2

,00

1,300,000

1,3

,00

1,301,000

1,3

,00

0,0

360,000

361,000

362,000

363,000

364,000

365,000

5,0

366,000

Sheet Number

Su rve ye d B y:

Plo tte d B y:

R evison Date:

US Army Corps of Engineers

VIG

L O R

Th e i nfo rm ati on on th is ma p r es ult s f rom hy dro su rve ys pe rfo rm ed on th e da tes in dic ted . A lth ou gh th e U .S.

Ar my C orp s o f E ng ine ers st riv es to ma int ain ac cu rat e a nd pr ec ise m ap s, the in for ma tio n o n t his m ap m ay no t be ac cu rat e, ma y n ot be cu rre nt, an d/o r m ay be in co mp let e o r c on tai nin g om iss ion s.

It m ay be in er ror . T he U .S.

Ar my C orp s o f E ng ine ers an d i ts su pp lie rs ma ke s n o w arr an tie s, ex pre ss or im pli ed , a s t o t he ac cu rac y o f co nd itio ns de pic ted ex ce pt as de sc rib ed ab ov e, inc lud ing no w arr an tie s as to th e u sa bil ity or su ita bil ity fo r a ny pa rtic ula r p urp os e.

IEF

, N

T M

, N

CORPS OF ENGINEERS U.S. ARMY

: J

N L.

ITT

: J

N A.

VICINITY MAP

S ounding and elevations are in feet and refer to the plane of NOS Mean Lower Low W ater (MLLW ). Epoch 1983-2001. T ide correction Based on Geoid 2012A using R eal T ime K inematic (R T K ).

Horizontal Datum: W GS -84. P rojected coordinate system: Lambert Grid P rojection, S tate P lane, W ashington North Z one, 4601, S urveyed in North American Datum of 1983/2011, P lotted in North American Datum of 1983/91.

Horizontal units are U.S . S urvey Feet.

T he information depicted on this map represents the results of surveys made on the date indicated and can only be considered as indicating the general conditions ex isting at that time.

S oundings taken above the datum plane are prefix ed with a (+) sign.

T he location of navigation aids are provided by the U.S . Coast Guard or the Corps of Engineers.

Base imagery prepared from natural color four band imagery provided by the National Agriculture Imagery P rogram (NAIP ) taken by United S tates Department of Agriculture (2013).

(P roject Depth, S tations, W idth): (15’, S ta. 0+00 to S ta. 78+00, 150’); (20’, S ta. 78+00 to 90+00, 150’); S ettling Basin Left (20’, S ta. 78+00 to 90+00, 200’); S ettling Basin R ight [(15’, S ta. 60+00 to 78+00, 200’); (20’, S ta. 78+00 to 90+00, 200’)]; (8’ S ta. 90+00 to S ta. 164+47, 150’); (8’, S ta. 164+47 to S ta. 177+46, 175’); (8’, S ta. 177+46 to S ta. 335+50, 150’); (8’ - 40’, S ta. 335+50 to S ta. 337+00, 150’); (40’, S ta. 337+00 to S ta. 354+46, 150’); (40’ - 8’, S ta. 354+46 to S ta. 355+78, 150’); (8’,S ta. 355+78 to S ta. 381+78, 150’).

0 0.5 1 1.5 Miles

JJA

3.12-20160805

Ch ec ke d B y:

NOTES:LEGEND

Federal Navigation Channel Federal Navigation Center Line Cable S ubmarine Cable Overhead P roject Depth Contour Line

Cable Area P lacement Area Anchorage Area

¾ Obstruction P ointçè W recks-S ubmerged

S hoaling Area Above P roject Depth !( S hoalest S ounding**

Beacon, General X ( R ed Navigation Buoy X ( Green Navigation Buoy:

0 200 400 600 800 1,000 Feet

Seattle District

E- 2-8

-30

T H

R U.

S O F E

E D

ES_01_EHS_20180326_CS_E_2_8_304

ISH

R eson S eaBat 7125 S V 2 Multibeam, 140 degree swath (varies)

1.5 x 1.5 individual beam. 400 kHz and R 2 S onic Multibeam, 140 degree swath (varies)1.5 x 1.5 individual beam. 400 kHz S urvey V essel, NW S 1-16-32 and NW S 1-16-34 Matrix used to plot drawing was 65' x 40'

Condition, 26, 27, 28 Mar 2018, 2018ev010 (S ta. 212+62 to S ta. 381+79) Condition, 26, 27, 28 Mar 2018, 2018ev011 (S ta. 0+00 to S ta. 212+62)

NOTES:

T he channel alignment shown on this map is Alignment The following equipment was used for this survey:

The following surveys were used to create this drawing set:

** S hoalest sounding per quarter, per each reach.

6.6 6.0

6.06.8 5.9

5.2 6.6

5.6 5.1

6.0 5.9

5.3 5.2

5.5 5.2

4.5 4.5

5.4 5.3

4.9 5.5

5.7 5.1

4.4 4.4

5.0 4.2

5.4 5.4

4.8 4.44.2

6.34.8

4.9 4.1

4.3 4.2

6.9 5.3

4.5 4.7

4.2 4.4

4.3

7.2 7.1

6.5 5.0

3.8 3.73.7

7.3 6.5

6.7 5.0

4.2 3.9

3.7

7.57.4 7.7

6.5 4.9

4.5 3.6

3.6

7.3 7.2

7.1 5.5

5.0 4.2

3.5

8.07.6 7.6

6.8 5.9

5.5 4.8

3.9

7.5 7.7

6.9 5.9

5.7 5.0

4.2 3.9

8.0 7.0

7.0 6.2

5.9 5.4

4.44.2

8.8 7.8

7.5 6.9

5.9 5.5

4.8

9.2 7.7

7.1 7.0

6.3 5.5

5.04.7

9.6 9.2

8.5 7.7

6.6 5.6

5.4 4.9

11.3 9.8

8.6 7.6

7.2 6.0

5.6 5.0

12.1 10.3

9.7 8.9

7.2 7.3

6.0 5.4

12.8 11.5

10.3 9.3

7.4 6.9

6.6

5.9 5.7

17.2

17.4

12.911.8 10.9

10.2 8.4

7.5 7.1

6.6 6.1

11.7 14.2

16.8 18.7

16.2 15.7

12.812.5 11.0

9.9 9.2

7.8 8.0

7.06.9

8.3 11.8

13.2 13.9

17.6 17.9

14.512.9 11.1

10.1 10.0

8.7 8.2

7.87.2

6.79.4 12.3

12.8 15.9

17.1 16.7

15.8 13.6

13.0 11.7

10.3 9.4

8.9 7.97.9

8.6 12.6

12.4 14.6

15.9 16.4

16.6 14.6

13.2

11.4 10.4

9.3 8.8

8.1

7.1 12.7

14.8 14.9

15.3 15.7

16.3 16.1

13.3 12.4

11.5 11.4

9.5 8.5

8.1 7.3

5.9 10.8

14.1 15.2

16.1 15.2

15.3 15.7

14.3 13.6

13.3 18.2

18.6 13.2

9.2 8.9

7.5 6.3

5.6 5.5 6.2

3.14.7 9.5

12.9 14.3

15.8 16.2

15.3 15.4

14.8 18.3

19.8 18.5

19.4 19.0

10.3 9.4

8.2 7.0

6.3 6.1

6.8 7.0

7.6

3.0 3.9 8.9

11.8 13.5

15.0 17.3

16.2 15.3

15.2 18.2

20.8 20.1

19.1 18.9

11.9 10.3

8.5 7.4

6.5 6.3

7.3 7.5

8.6

3.1 8.5

10.9 12.9

14.3 16.2

17.4 16.4

15.6 17.1

19.5 19.5

19.7 18.4

13.0 11.6

9.7 7.8

6.9 7.0

7.6 8.1

9.0

3.5 8.3

10.2 12.3

13.6 14.8

17.0 16.8

16.3 18.7

19.9 20.4

19.4 18.5

13.6 12.5

10.4 8.3

7.6 7.5

8.1 9.0

9.79.7

5.07.5 9.4

11.6 13.2

14.5 16.3

16.4 16.5

17.6 19.6

20.2 19.8

18.9 14.4

13.6 12.5

8.8 7.9

8.2 8.6

9.7 10.5

4.76.8 9.1

11.0 12.8

14.2 15.6

16.0 15.5

18.6 19.7

19.5 19.4

19.0 14.7

14.2 16.3

9.2 8.3

9.0 9.7

12.1 12.612.3

6.2 8.6

10.5 12.6

13.8 15.7

15.7 15.6

15.6 20.3

20.6 20.3

19.6 15.3

14.5 16.2

9.6 8.6

9.1 9.9

13.1 13.7

13.4

3.15.5 7.9

10.0 12.0

13.8 14.6

15.3 15.3

15.3 20.6

20.7 20.1

19.9 15.6

14.6 15.0

9.8 9.1

9.0 10.5

13.6 13.6

13.2

5.0 7.4

9.4 11.9

13.8 14.4

14.8 14.8

14.8 20.5

20.7 20.3

19.6 16.5

14.6 14.3

10.0 9.9

9.2 10.8

13.2 13.4

12.9

4.75.3 7.4

9.1 11.7

13.8 14.5

14.7 14.4

14.4 20.1

20.7 20.1

20.1 18.0

14.4 14.1

10.6 10.2

9.6 10.9

13.1 13.4

12.6

2.54.5 7.9

9.2 11.2

13.4 14.7

14.7 14.2

14.4 18.5

20.2 19.8

19.7 18.3

14.8 13.8

11.2 10.3

9.9 11.1

12.9 13.7

12.5

2.2 7.6

9.8 11.0

13.2 14.6

14.8 14.4

13.9 18.6

19.6 20.1

19.9 18.4

15.0 14.0

11.2 10.8

10.1 11.0

13.1 13.9

12.8

8.7 10.4 12.9

14.3 15.3

14.7 13.8

17.5 19.4

19.6 19.6

18.7 15.0

13.8 11.8

11.1 10.4

11.0 12.9

14.2 13.6

15.2 15.2

14.6 18.7

18.0 18.5

18.6 18.3

15.1 13.9

12.7 11.2

11.0 11.2

13.0 14.7

14.2

14.6 14.4

15.1 16.8

18.4 18.0

15.3 14.3

13.6 11.6

11.1 11.6

13.1 15.4

14.913.9

14.9 14.5

14.3 14.3

15.2 15.7

15.6 14.5

13.8 12.6

11.8 13.1

16.0 15.614.8

14.514.8 14.5

14.3 14.0

14.0 14.5

14.9 14.4

13.9 12.8

11.9 13.2

16.1 17.0

14.9

14.0 14.4

14.0 13.9

13.8 13.7

13.8 13.3

13.6 12.7

11.8 12.3

13.2 15.4

17.3 15.6

13.6 13.9

13.8 13.7

13.5 13.3

13.2 13.3

12.9 12.4

12.1 12.3

13.2 15.1

16.9 16.6

13.113.7 13.7

13.4 13.3

13.2 13.0

13.0 12.9

12.3 11.9

12.3 12.7

14.0 15.8

16.4

13.2 13.6

13.3 13.2

13.0 12.8

12.8 12.8

12.4 12.1

12.3 12.4

13.3 14.7

15.4

13.1 13.2

13.2 13.1

12.9 12.8

12.7 12.5

12.4 12.2

12.1 12.4

12.8 14.0

14.4

12.6 13.1

13.1 13.0

12.9 12.6

12.6 12.4

12.3 12.3

12.2 12.2

12.6 13.7

14.3

12.4 13.1

13.0 13.0

12.7 12.7

12.5 12.5

12.2 12.2

12.3 12.3

12.6 13.6

14.3

12.4 12.9

12.8 12.8

12.5 12.6

12.5 12.4

12.2 12.2

12.3 12.3

12.6 13.7

14.614.6

12.2 12.9

12.9 12.6

12.5 12.5

12.4 12.4

12.4 12.2

12.3 12.4

12.6 13.7

14.5 14.6

12.212.8 12.8

12.7 12.5

12.4 12.4

12.4 12.3

12.4 12.6

12.5 12.9

13.9 14.6

14.8

12.7 12.9

12.4 12.4

12.3 12.3

12.5 12.3

12.4 12.3

12.6 13.1

14.3 15.0

15.3

12.7 12.8

12.7 12.4

12.3 12.4

12.5 12.3

12.3 12.6

13.0 13.3

14.6 15.4

15.115.1

12.0 12.5

12.6 12.5

12.5 12.4

12.3 12.4

12.2 12.3

12.8 12.9

13.3 15.1

15.8 15.2

12.012.1 12.6

12.6 12.2

12.5 12.3

12.3 12.7

13.1 13.4

15.6 16.1

15.2

12.3 12.5

12.1 12.4

12.4 12.4

12.4 12.5

12.9 13.2

14.1 15.7

16.5 15.7

12.1 12.4

12.3 12.3

12.4 12.6

12.5 12.9

13.5 14.6

16.0 16.7

16.0

12.112.3 12.4

12.3 12.0

12.2

12.5 12.6

12.6 13.2

13.8 15.1

16.1 16.5

16.4 16.3

12.1 12.5

12.1 12.1

12.3 12.5

12.7 12.8

13.4 14.2

15.6 16.2

16.6 17.117.3

12.0 12.4

12.2

12.4 12.5

12.7 12.6

12.9 13.2

14.7 16.1

16.4 16.917.3

11.7 12.5

12.3

12.3 12.6

12.5 12.6

13.2 13.9

15.7 16.3

16.6

11.9 12.3

12.2 12.2

12.6 12.6

12.7 12.9

13.5 14.6

15.715.7

11.912.3 12.2

12.3 12.7

12.8 12.8

13.0 13.9

14.5

12.4 12.5

12.6 12.7

13.0 12.9

13.413.7

12.2 12.4

12.8 12.7

13.0 13.4

13.413.6

12.1 12.6

12.9 13.1

13.2 13.7

13.9

11.711.9 12.6

13.1 13.1

13.4 13.8

14.8

11.911.5 12.8

13.2 13.4

14.0 14.2

15.5 16.1

12.1 13.2

13.4 13.7

14.3 15.4

16.3 16.7

12.5 13.3

13.7 14.0

14.7 15.8

16.3 17.2

12.7 13.5

13.8 14.3

15.3 15.7

16.8 17.4

13.4 13.9

14.9 15.4

16.1 16.9

17.4

13.7 14.5

15.2 15.8

16.3 17.0

17.6

13.8 14.7

15.4 15.9

16.5 17.1

17.6

14.2 14.8

15.7 16.1

16.5 16.9

17.6 18.2

14.3 14.8

15.6 16.3

16.6 17.0

17.6 18.3

14.5 15.2

15.8 16.3

16.7 17.2

17.5 18.1

14.8 15.5

15.9 16.4

16.9 17.1

17.7 18.1

15.7 16.2

16.6 17.0

17.3 17.5

18.318.1

17.4 18.0

18.6

12.011.9 11.9

12.1 12.1

11.3 11.3

11.2 9.7 9.4

6.6

5.7

4.0

3.6 3.6

2.9

P .I. 47+76.65N 364,793.37 E 1,299,406.047

P ort of Everett Marina Light 1

P ort of Everett Marina Light 2

P ort of Everett 12th S treet Marina Light 1

P ort of Everett 12th S treet Marina Light 2 P ort of Everett

Boat Launch Light 1

P ort of Everett Boat Launch Light 2

P ort of Everett Jetty Island Light A

Navsta P ier Light B

AZ 3º 47' 15"

th Str ee t

Everett Marina

Jetty Island th Str ee t C ha nn el

1,298,000 1,2

,00

1,2

,00

1,2

,00

1,3

,00

1,3

,00

1,3

,00

1,3

,00

365,000

366,000

367,000

368,000

369,000

370,000

Sheet Number

Su rve ye d B y:

Plo tte d B y:

R evison Date:

US Army Corps of Engineers

VIG

L O R

Th e i nfo rm ati on on th is ma p r es ult s f rom hy dro su rve ys pe rfo rm ed on th e da tes in dic ted . A lth ou gh th e U .S.

It m ay be in er ror . T he U .S.

IEF

, N

T M

, N

CORPS OF ENGINEERS U.S. ARMY

: J

N L.

ITT

: J

N A.

VICINITY MAP

S ounding and elevations are in feet and refer to the plane of NOS Mean Lower Low W ater (MLLW ). Epoch 1983-2001. T ide correction Based on Geoid 2012A using R eal T ime K inematic (R T K ).

Horizontal units are U.S . S urvey Feet.

T he information depicted on this map represents the results of surveys made on the date indicated and can only be considered as indicating the general conditions ex isting at that time.

S oundings taken above the datum plane are prefix ed with a (+) sign.

T he location of navigation aids are provided by the U.S . Coast Guard or the Corps of Engineers.

Base imagery prepared from natural color four band imagery provided by the National Agriculture Imagery P rogram (NAIP ) taken by United S tates Department of Agriculture (2013).

0 0.5 1 1.5 Miles

ec ke d B y:

NOTES:LEGEND

Federal Navigation Channel Federal Navigation Center Line Cable S ubmarine Cable Overhead P roject Depth Contour Line

Cable Area P lacement Area Anchorage Area

¾ Obstruction P ointçè W recks-S ubmerged

S hoaling Area Above P roject Depth !( S hoalest S ounding**

Beacon, General X ( R ed Navigation Buoy X ( Green Navigation Buoy:

0 200 400 600 800 1,000 Feet

Seattle District

E- 2-8

-30

T H

R U.

S O F E

E D

ES_01_EHS_20180326_CS_E_2_8_304

ISH

R eson S eaBat 7125 S V 2 Multibeam, 140 degree swath (varies)

Condition, 26, 27, 28 Mar 2018, 2018ev010 (S ta. 212+62 to S ta. 381+79) Condition, 26, 27, 28 Mar 2018, 2018ev011 (S ta. 0+00 to S ta. 212+62)

NOTES:

T he channel alignment shown on this map is Alignment The following equipment was used for this survey:

7.8 9.36.5

8.7 9.4

8.0 3.0

12.79.2 7.71.214.39.8

2.2 4.5 7.2 7.4 0.3 15.67.2

33.6 40.219.34.1

22.611.6 15.0

26.1 24.0

13.71.1 22.824.617.912.6

11.3

9.2 8.8 9.0 8.8 9.1

15.0 12.03.118.535.329.5

15.410.89.6 9.2 9.0

9.2 9.1 9.1 8.8 8.7

9.0 8.8

9.1 9.4 9.910.310.811.712.8 15.117.722.329.4

34.5 35.124.7

31.423.713.49.4 8.8 9.1

9.2 9.0 8.7 8.88.5

8.5 8.47.9

8.2

7.5 6.8 7.4 8.1 7.6 7.8

8.8 8.8 9.4

10.410.810.911.4 11.812.313.7

14.816.9 20.425.933.839.840.338.7

32.023.7

20.08.0 8.8 8.4 8.5

8.5 8.2

7.8 7.6

7.9 8.2

8.1 8.0 8.3 7.5

4.4

3.94.3 4.3 5.3 5.8 5.9 5.8 7.2 7.8 8.2

8.7 8.7 9.4 9.9 9.8 10.510.9

11.211.611.711.211.511.8 12.112.112.213.214.3

16.418.8 22.2

25.327.4 27.4

25.420.2 11.78.5

8.4 8.1 7.8

7.6 7.3 7.7 7.3 7.7 7.9 7.6 7.5 7.98.0

8.0 7.7

7.0 5.9 6.1 7.0 6.5 7.2 7.9

8.2 8.7 9.2 9.510.0

10.410.3 10.710.9

10.911.2 11.311.211.3

11.511.711.411.411.511.912.212.9 13.814.816.1

18.1 19.520.3

20.419.615.811.7 8.5 8.1 7.5

8.8 8.8 9.0

9.1 9.2 9.1 8.7 9.1 9.6 9.510.010.1

10.410.810.610.510.810.810.8 11.311.1

10.810.7 10.910.911.0

11.211.311.8 12.413.013.714.215.116.117.418.3

8.6 8.6 8.89.2

9.2 9.2 9.3 8.8

9.0 9.2

9.6 9.7 9.910.110.110.3

10.210.710.710.810.710.910.910.610.6

8.4 8.3 8.3

8.78.8 8.79.0

8.7 9.0

8.8 8.8 9.2 9.3 9.7

9.7 9.910.310.310.4

8.5 8.4 8.4 8.2

8.3 8.3

8.7

8.4 8.7 8.5

8.7 9.0 9.2 9.3 9.4 9.7 9.9

8.2 8.3 8.3 7.8 8.0

8.1 8.0 8.1 8.4

8.5 8.5

8.7 8.6 8.8 9.0

8.68.6 8.2

7.8 7.8

7.9 8.0 7.9 8.0 8.3

8.4 8.6

8.1 8.4 8.7

8.8 8.8 8.4

8.3 7.9 8.1 7.9

7.7 7.9 8.1 8.1

7.9 8.1 8.5 8.2 8.3

8.3 8.6 8.4

8.2 7.9 8.2

7.5 7.5

7.6 7.7 7.5 7.8 7.9 8.0 8.0 8.1

9.1 8.9 8.1

7.9 7.9

8.0 7.6 7.3

7.5 7.5 7.5

7.7 7.7 7.8 7.7

8.6 8.6 8.4

8.2 7.7 7.7

7.6 7.5

7.3 7.2 7.5

7.3 7.5 7.5 7.6

8.9 8.6 8.6 8.3

8.0 7.9

7.5 7.1

7.2 7.1

7.1 7.2 7.1 7.3 7.2

8.5 8.6 8.5 8.1 7.9 7.9

7.5 7.3

7.1 7.07.0

7.0 7.0 7.1 7.0

9.2 9.5 8.8 8.3 8.2 7.7 7.6

7.2 7.1

7.0 6.8

6.7 6.8 7.1 7.0

10.4

9.9 9.3

8.8 8.6 7.8 7.7 7.4

7.2 7.1 6.8 7.0

6.9 7.0 7.1 6.9

10.010.19.8 9.2

8.4 8.1 7.7

7.5 7.2

7.2 7.0

6.9 6.97.0 7.0

9.9 9.4 9.1 8.5 8.1 7.6 7.3 7.1

6.9 7.0 7.0

7.0

9.79.3

8.8 8.4 7.6 7.4

7.1 7.1 7.07.0

7.3 7.57.3

9.3

8.6 8.37.5 7.4 7.0

7.0 7.2 7.3 7.57.4

8.9 8.6 7.9 7.5

7.3 7.3 7.2 7.4 7.5 7.5

8.9 8.2 8.0

7.6 7.3

7.3 7.4 7.57.7

9.18.4 8.6 7.7

7.8 7.6 7.6 7.6 7.7

8.9 8.4

7.9 7.7 7.7 7.7 7.7

8.8 8.7 8.1 8.2

7.8 7.8

7.8 7.87.8

8.3

8.3 7.9 8.2

7.9 7.8 8.18.1

8.9 8.08.1 8.3

8.1 8.2

8.3

8.5 8.2 8.1

8.0 8.3

8.4 8.28.2

8.18.5 8.4 8.3 8.2

8.5 7.97.8

8.3 8.4 8.4 8.1

7.7 7.5 7.5

8.3 8.68.4 8.1 7.8

7.8 7.1

8.3 8.1 8.2 7.9 7.6

7.0 6.7 6.7

8.6 8.2 7.9 7.5 7.3 7.4

6.9 6.6

7.8 8.1 7.5 7.7

7.2 7.0 6.9 6.0

7.7

7.3 6.5

6.8

6.7 6.8 5.75.8

7.37.8 7.2 6.8 6.5

6.2 5.75.7

7.07.0

6.8 6.6 6.0

6.3 5.55.5

6.5 6.5

6.0 6.3

6.4 5.3 4.9

6.6 6.0 6.1

5.8 5.7 5.14.8

6.06.8

5.9 5.2 6.6

5.6 5.1 4.6

6.0 5.9

5.3 5.2 5.5

5.2 4.5 4.5

5.45.3 4.9 5.5 5.7

5.14.4 4.4

5.0

4.2 5.4 5.4

4.8 4.44.2

6.34.8

4.9 4.1

4.3 4.2

6.95.3

4.5 4.7 4.2

4.4 4.3

7.2 7.1 6.5 5.0

3.8 3.73.7

7.36.5 6.7

5.0 4.2 3.9

3.7

7.57.4

7.7 6.5 4.9 4.5

3.6 3.6

7.3

7.2 7.1 5.5 5.0 4.23.5

8.07.6 7.6 6.8

5.95.5 4.8 3.9

7.7 6.9

5.95.7 5.0 4.2 3.9

6.2 5.9 5.4

4.44.25.5 4.8

4.7

4.0

3.63.6 2.9

AZ 57º 04' 60"

P .I. 123+39.92N 372,340.12E 1,299,905.65

P .I. 143+12.76N 373,962.16E 1,301,028.631

Snohomish R iver Daybeacon 7

S nohomish R iver Channel Light 8

P ort of Everett Boat Launch Light 1

P ort of Everett Boat Launch Light 2

S nohomish R iver R ange A R ear Daybeacon

S nohomish R iver R ange A Front Daybeacon

S nohomish R iver R ange B R ear Daybeacon

S nohomish R iver R ange B Front Daybeacon

S nohomish R iver R ange Front Light

S nohomish R iver R ange R ear Light and R ange C R ear Daybeacon

S nohomish R iver R ange C Front Daybeacon

0+ 00120+00

110+00

AZ 34º 41' 45"

AZ 3º

47' 1

120+50 12 7+

1,298,000 1,2

,00

1,299,000

1,2

,00

1,300,000 1,3

,00

1,301,000

1,3

,00

1,302,000

1,3

,00

1,303,000

1,3

,00

0,0

371,000

372,000

373,000

374,000

375,000

5,0

376,000

Sheet Number

Su rve ye d B y:

Plo tte d B y:

R evison Date:

US Army Corps of Engineers

VIG

L O R

Th e i nfo rm ati on on th is ma p r es ult s f rom hy dro su rve ys pe rfo rm ed on th e da tes in dic ted . A lth ou gh th e U .S.

It m ay be in er ror . T he U .S.

IEF

, N

T M

, N

CORPS OF ENGINEERS U.S. ARMY

: J

N L.

ITT

: J

N A.

VICINITY MAP

S ounding and elevations are in feet and refer to the plane of NOS Mean Lower Low W ater (MLLW ). Epoch 1983-2001. T ide correction Based on Geoid 2012A using R eal T ime K inematic (R T K ).

Horizontal units are U.S . S urvey Feet.

T he information depicted on this map represents the results of surveys made on the date indicated and can only be considered as indicating the general conditions ex isting at that time.

S oundings taken above the datum plane are prefix ed with a (+) sign.

T he location of navigation aids are provided by the U.S . Coast Guard or the Corps of Engineers.

Base imagery prepared from natural color four band imagery provided by the National Agriculture Imagery P rogram (NAIP ) taken by United S tates Department of Agriculture (2013).

0 0.5 1 1.5 Miles

ec ke d B y:

NOTES:LEGEND

Federal Navigation Channel Federal Navigation Center Line Cable S ubmarine Cable Overhead P roject Depth Contour Line

Cable Area P lacement Area Anchorage Area

¾ Obstruction P ointçè W recks-S ubmerged

S hoaling Area Above P roject Depth !( S hoalest S ounding**

Beacon, General X ( R ed Navigation Buoy X ( Green Navigation Buoy:

0 200 400 600 800 1,000 Feet

Seattle District

E- 2-8

-30

T H

R U.

S O F E

E D

ES_01_EHS_20180326_CS_E_2_8_304

ISH

R eson S eaBat 7125 S V 2 Multibeam, 140 degree swath (varies)

Condition, 26, 27, 28 Mar 2018, 2018ev010 (S ta. 212+62 to S ta. 381+79) Condition, 26, 27, 28 Mar 2018, 2018ev011 (S ta. 0+00 to S ta. 212+62)

NOTES:

T he channel alignment shown on this map is Alignment The following equipment was used for this survey:

7.5

8.07.6

7.3 7.6 7.9

8.17.8 7.8 7.8 7.8 7.9 8.2 8.8 8.8

8.4 8.3 8.3 8.6 8.1 8.1 8.99.3

9.08.6 8.5 8.9 8.7 8.3 8.6 9.0 9.9

9.2 9.7 9.4 9.1 9.1 8.9

9.5 9.910.010.010.4

11.111.2

9.4 12.79.27.7

1.214.39.8

4.5 7.2 7.4 0.315.67.2

33.640.219.34.1 22.611.615.0

9.4

26.124.013.71.1 22.824.617.912.6 11.3

9.2 8.8 9.0 8.8 9.1 8.8 9.1 9.1 8.9 9.1 9.3 9.4 9.4 9.5 9.4 9.710.1 10.0

15.012.03.1 18.535.329.515.410.89.6 9.2 9.0 9.2 9.1 9.1 8.8 8.7 9.0 8.8 8.6 8.8 8.8 8.6 8.6

8.8 9.2 9.1 9.4 9.5 9.5 9.610.09.9 10.010.310.0 9.710.310.3

10.3

10.811.712.815.117.722.329.434.535.124.731.423.713.49.4 8.8 9.1 9.2 9.0 8.7 8.8 8.5 8.5 8.4 7.9 8.2 8.7 8.3 7.9 8.1 8.4 8.4 8.5 8.4 9.0 8.9 8.9 9.0 9.5 9.2 9.7 9.6 9.7 9.7 9.810.410.110.210.610.710.410.610.510.5

11.812.313.714.816.920.425.933.839.840.338.732.023.720.08.0 8.8 8.4 8.5 8.5 8.2 7.8 7.6 7.9 8.2 8.1 8.0 8.3 7.5 8.0 7.5

8.1 8.0 8.1 8.1 8.3 8.1 8.5 8.4 8.7 8.7 9.1 9.1 9.3 9.6 9.6 9.710.310.210.010.110.510.210.410.710.710.510.610.711.1 11.311.7 11.0

12.112.112.213.214.316.418.822.225.327.427.425.420.211.78.5 8.4 8.1 7.8 7.6 7.3 7.7

7.3 7.7 7.9 7.6 7.5 7.9 8.0 8.0 7.7 7.87.6

7.7 7.9 8.0 8.0 7.6 8.0 8.0 7.9 8.3 8.3 8.5 8.8 8.9 9.0 9.2 9.6 9.6 9.5 9.6 9.8 10.010.310.510.410.710.810.910.810.910.911.011.111.111.210.5

12.212.913.814.816.118.119.520.320.419.615.811.7 8.58.1

7.5

8.0 8.2 8.3 8.3 8.3 8.9 8.6 8.7 9.0 9.2 9.3 9.4 9.7 9.8 9.7 9.810.310.29.9 10.110.110.110.010.210.110.09.910.0

12.413.0 13.714.215.116.117.418.3

9.08.6 8.7 9.0 8.9 9.7 9.5 9.6 9.6 9.5 9.8 10.19.6 9.8 9.7 9.8 9.7 9.3 9.6 9.5 9.510.110.1

9.2 9.3 9.4 9.7 9.8 9.810.29.6 9.5 9.8 9.8 9.5 9.4 9.3 9.3 9.2 9.4 9.19.2

9.5 9.4 9.710.0 9.6 9.6 9.5 9.7 9.7 9.6 9.6 9.5 9.4 9.2 8.9 9.3

9.8 10.09.8 9.310.1 9.4 9.5 9.6 9.5 9.5 9.7 9.4 9.2 9.0 8.98.8

9.4 9.6 9.7 9.7 9.6 9.9 9.6 9.6 9.6 9.8 9.2 9.0 8.9

9.810.010.0 9.7 9.8 10.19.6 9.8 9.4 9.4 9.2 9.3

10.19.910.19.910.310.09.9 9.8 9.8 9.5 9.4 9.4 9.5

9.8 9.910.010.310.410.310.010.19.9 10.1 9.6 9.8 9.7

10.410.510.410.310.310.110.09.910.0 9.8 9.89.8

10.310.210.610.210.610.19.910.010.19.9 10.010.0

10.010.311.010.410.7 9.810.010.010.410.010.410.6

10.410.010.19.8 10.39.8 9.910.110.110.110.1

10.19.9 9.6 9.4 9.3 9.6 10.09.6 9.8 9.7 9.5 9.6

9.910.1 9.5 9.6 9.6 9.7 9.8 9.7 9.2 9.2 9.2 9.2

9.7 9.3 9.6 8.9 9.3 9.6 9.2 9.1 9.6 9.1 9.4

9.79.6 9.3 9.2 9.0 9.2 8.8 8.3 8.8 8.5 8.7 8.8

8.7 8.7 8.5 8.5 8.3 8.2 7.9 8.2 8.2 7.8 8.0 8.1

8.7 8.5 8.4 8.2 8.3 8.1 8.1 8.4 8.1 7.6 7.5 7.9

8.2 8.4 8.2 7.7 7.8 7.5 7.6 8.0 7.4 7.5 7.6 7.5

8.1 8.0 7.9 7.5 7.5 7.5 7.3 7.2 7.1 7.0 7.3 7.0 7.3

7.7 8.2 7.7 7.1 7.2 7.6 7.0 7.0 7.0 7.1 7.1 6.7 6.8

7.67.3 7.5 7.2 7.2 7.3 7.0 7.3 7.0 6.8 6.86.5 7.0

7.4 7.0 7.2 7.2 7.0 7.0 7.0 6.8 6.7 6.6 6.5 6.96.6

7.37.1 7.4 6.9 6.9 7.1 6.9 6.8 6.6 6.4 6.4 6.76.6

7.27.2 7.3 7.0 7.0 6.6 6.6 6.7 6.8 6.5 6.3 6.66.6

7.07.1 6.9 6.8 6.7 6.8 6.6 6.2 6.4 6.6 6.5 6.4 6.5

6.7 6.8 6.9 6.9 6.8 6.4 6.5 6.4 6.4 6.5 6.4 6.76.8

6.8 6.7 6.9 6.7 6.6 6.6 6.7 6.7 6.4 6.5 6.5 6.6

7.17.2 6.9 6.7 6.5 6.6 6.8

6.4 6.5 6.8 6.6

7.1 7.0 7.0 6.6 6.9 6.9 6.4 6.4 6.5 6.5 6.7 6.5

7.07.0 7.1 7.0 7.0 6.7 6.6 6.8 6.6 6.5 6.8 7.0

7.27.3 7.0 7.1 7.0 7.0 7.1 6.9 6.8 6.9 7.2 7.3

7.37.5 7.3 7.3 7.3 7.4 7.3 7.0 7.2

7.7 8.0

7.47.6 7.6 7.6 7.8 8.1 7.5 7.77.9

7.97.7 8.0 8.0 8.0 8.27.9

8.1 8.3

8.6

7.9 7.5

6.2

P .I. 164+47.46 N 375,122.20 E 1,302,820.631

P .I. 177+46.44 N 375,427.95 E 1,304,083.107

P .I. 212+61.67 N 374,625.62 E 1,307,505.55

Snohomish R iver Daybeacon 7

S nohomish R iver Channel Light 8

0+ 0+

170+00

AZ 103º 11' 37"

AZ 76º 2

3' 10"

160+00

Marine V ie w Drive

163+00

166+00

174+50

1,302,000

1,303,000

1,304,000

1,305,000

1,306,000

1,307,000

4,0

5,0

6,0

Sheet Number

Su rve ye d B y:

Plo tte d B y:

R evison Date:

US Army Corps of Engineers

VIG

L O R

Th e i nfo rm ati on on th is ma p r es ult s f rom hy dro su rve ys pe rfo rm ed on th e da tes in dic ted . A lth ou gh th e U .S.

It m ay be in er ror . T he U .S.

IEF

, N

T M

, N

CORPS OF ENGINEERS U.S. ARMY

: J

N L.

ITT

: J

N A.

VICINITY MAP

S ounding and elevations are in feet and refer to the plane of NOS Mean Lower Low W ater (MLLW ). Epoch 1983-2001. T ide correction Based on Geoid 2012A using R eal T ime K inematic (R T K ).

Horizontal units are U.S . S urvey Feet.

T he information depicted on this map represents the results of surveys made on the date indicated and can only be considered as indicating the general conditions ex isting at that time.

S oundings taken above the datum plane are prefix ed with a (+) sign.

T he location of navigation aids are provided by the U.S . Coast Guard or the Corps of Engineers.

Base imagery prepared from natural color four band imagery provided by the National Agriculture Imagery P rogram (NAIP ) taken by United S tates Department of Agriculture (2013).

0 0.5 1 1.5 Miles

ec ke d B y:

NOTES:LEGEND

Federal Navigation Channel Federal Navigation Center Line Cable S ubmarine Cable Overhead P roject Depth Contour Line

Cable Area P lacement Area Anchorage Area

¾ Obstruction P ointçè W recks-S ubmerged

S hoaling Area Above P roject Depth !( S hoalest S ounding**

Beacon, General X ( R ed Navigation Buoy X ( Green Navigation Buoy

0 200 400 600 800 1,000

Feet

Seattle District

E- 2-8

-30

T H

R U.

S O F E

E D

ES_01_EHS_20180326_CS_E_2_8_304

ISH

R eson S eaBat 7125 S V 2 Multibeam, 140 degree swath (varies)

Condition, 26, 27, 28 Mar 2018, 2018ev010 (S ta. 212+62 to S ta. 381+79) Condition, 26, 27, 28 Mar 2018, 2018ev011 (S ta. 0+00 to S ta. 212+62)

NOTES:

T he channel alignment shown on this map is Alignment The following equipment was used for this survey:

7.5

8.0 7.6 7.3

7.6 7.9

8.1 7.8

7.8 7.8

7.8 7.9

8.2

8.8 8.8

8.4 8.3

8.3 8.6

8.1 8.1

8.99.3

9.08.6 8.5

8.9 8.7

8.3 8.6

9.0 9.9

9.2 9.7

9.4 9.1

9.1 8.9

9.5 10.1

9.59.9 10.0

10.0 10.4

9.8 9.7 10.3

10.610.9

11.1 11.2

11.0 10.9

10.7 10.8

11.411.8

11.9 12.5

12.2 12.3

11.7 11.9

12.1 13.0

13.1 13.3

14.0 13.7

13.1 13.1

13.6 14.3

14.1 14.8

15.5 15.3

14.6 14.5

15.3 13.0

15.2 15.9

16.2 17.0

16.3 16.5

17.2 13.0

8.0

15.815.6 17.4

17.7 17.9

18.4 18.6

14.5

6.9 3.7

15.7 17.0

19.4 20.3

19.9 20.0

17.6 6.2

15.9 20.1

21.9 22.1

21.7 22.7

15.1

15.0 15.8

25.3 23.6

24.1 23.6

14.914.8 20.4

24.9 25.8

25.4 21.0

16.3 16.7

12.6 24.2

25.7 26.7

22.5

11.9 9.2

18.8 20.0

11.9 21.0

24.0 22.7

22.2 15.09.4

16.615.6 17.0

22.8 22.5

22.4 22.4

18.59.3

13.713.6 13.5

12.3 20.8

21.6 22.9

20.79.2

12.412.3 12.1

18.3 20.5

19.6 16.8

10.7 13.3

12.112.3 13.2

12.8 15.7

14.7 14.8

14.8 16.2

18.9

10.8 11.3

10.9 11.9

12.6 13.2

13.7 14.0

16.1

9.09.2 9.8 10.8

11.7 12.6

13.7 14.2

17.0

8.48.2 9.0

9.9 10.9

11.9 12.7

13.6 15.5

17.7

7.88.1 9.0

9.7 10.8

12.0 12.9

15.0 16.3

7.5 7.9 8.5

9.0 9.8 11.0

12.4 13.6

11.5 14.1

7.7 8.1

8.7 9.5 10.2

11.1 11.8

13.3 16.4

7.3 8.0

8.4 9.1

9.9 10.8

11.5 13.4

14.1

8.0 8.3

9.0 9.7 10.5

11.6 13.0

15.3

7.58.1 8.8

9.1 9.5 10.4

11.3 13.4

7.57.9 8.8

9.4 9.9 10.4

11.3 11.8

7.3 8.2

9.0 9.4

9.8 10.3

11.4

7.07.7 8.6

9.4 9.6 10.1

10.5 11.3

6.8 7.9

9.0 9.7 10.1

10.5 10.9

6.1 7.2

8.2 9.2 10.0

10.5 10.811.2

6.3 6.3 7.9

8.6 9.7 10.4

10.7 11.2

5.7 6.7

8.2 9.3 10.2

10.6 10.911.5

5.6 7.2

9.2 10.2

10.9 11.1

11.5

5.6 7.4

9.6 11.2

11.7 11.611.6

5.2 6.2

7.7 9.8 11.9

12.7 12.0

5.5 6.8

8.2 10.3

12.4 13.4

5.1 5.8

7.3 9.2 11.2

13.213.2

5.15.6 6.4

7.5 9.8 12.3

13.4

5.3 6.0

6.9 8.1

9.9 13.7

14.2

5.8 6.5

7.2 9.4 12.5

12.514.1

5.8 7.0

6.8 7.5

8.3 9.4 12.2

5.86.2 6.9 7.2

7.9 8.5

9.39.6

6.1 6.5

7.0 7.7

8.4 8.9

9.1

6.4 6.6 6.9

7.5 8.4

9.0 9.69.3

6.5 6.4

7.6 7.9

8.7 9.210.0

6.6 6.7

7.5 8.1

8.7 9.7 10.1

6.6 6.9

7.6 7.9

8.4 9.3

9.710.7

6.6 7.0

7.4 8.0

8.8 9.0

9.9 10.9

6.7 7.2

7.5 7.8

8.7 9.2 10.3

12.7

7.0 7.2

7.7 7.8

8.7 9.7 10.0 10.6

6.8 7.2

7.6 8.3

9.7 9.3 10.7

6.8 7.0

7.7 8.4

9.1 9.7 10.2

6.56.8 7.1

7.6 8.6

8.3 9.7 10.2

6.9 7.0

7.1 7.7

8.6 9.6 9.8

7.06.9 6.8

7.1 7.9

8.5 9.8 10.4

7.1 6.8

6.8 7.2

7.8 8.7

9.5 10.0

6.9 6.9

6.9 7.2

7.7 8.4 9.3

7.1 6.9

6.8 7.0

7.1 7.5

8.2

7.0 6.9

7.0 7.0

7.1 7.5

8.3

7.27.0 7.0

7.0 7.1

7.2 7.3 7.7

7.5 7.2

7.2 7.0

7.2 7.3

7.5

7.6 7.5

7.1 7.0

7.2 7.0

7.5

8.0 7.4

7.2 7.0

6.8 7.2

8.5 8.0

7.4 7.1

6.9 6.8

7.0

8.6 8.0

7.5…

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