Attachment_3__Drawings_DWSC_2014-02-03.pdf

PDF 3 MB Posted Jun 18, 2014

Attached to: Maintenance dredging along the Stockton and Sacramento Deep Water Ship Channels DWSC, Sacramento and Stockton, CA (SOURCES SOUGHT # W91238-14-S-0371)
Solicitation number: W91238-14-R-0021
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

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File	Type	Posted
A02__Attachment_1_AMD_0003_Revised_Pricing_Schedule.pdf	PDF	Jul 18, 2014
A02__Attachment_4_AMD_0003_Wage_Determination_CA9_(071114).pdf	PDF	Jul 18, 2014
A02__W91238-14-R-0021_AMD_0003.pdf	PDF	Jul 18, 2014
A02__Attachment_5_AMD_0003_Specifications.pdf	PDF	Jul 18, 2014
A02__AMD_0002_Attachment_4__Wage_Determination_CA9_(070414).pdf	PDF	Jul 8, 2014
A02_AMD_0002__W91238-14-R-0021_AMD_0002.pdf	PDF	Jul 8, 2014
W91238-14-R-0021_Conformed.pdf	PDF	Jun 18, 2014
A02__Attachment_4__Wage_Determination_CA9_(061314).pdf	PDF	Jun 18, 2014
W91238-14-R-0021_Amendment_0001.pdf	PDF	Jun 18, 2014
Attachment_4__Wage_Determination_CA9_(061314).pdf	PDF	Jun 18, 2014
Attachment_1__Pricing_Schedule.pdf	PDF	Jun 18, 2014
Attachment_2__Specifications_1955_DWSC_03MAR2014.pdf	PDF	Jun 18, 2014
W91238-14-R-0021.pdf	PDF	Jun 18, 2014

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M I

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US Army Corps of Engineers

Sacramento District

D E

S H

A N

N E

L S

A p p r o v e d u n c t i o n a l e q u a c y

S A

C R

A M

E N

S T

R I

C T

P r e p a r e d b y

D a t e

D r a w i n g o d e

D e s i g n e d b y

S p c

D a t e reference

Sheet number:

C h i e f g i n e e r i i v i s i o n

P r e p a r

U d e r t h r e c t i o n o f

D e s i

D r a w n b y

A p p r o v e d

D a t e

C o r p g i n e e r s

D i s t r i t g i n e e r

4 3 2 1

C I

S I

A N

C H e m p l o y m e n t a s r e q u i r e d b y p r o j e c t d o c u m e n w t h i n t h e s c o p e o f t h e r s i g n a t i o n s o f i n d i v i d u a l s a p p e a r o n t h e s e

T h e i n i t i a l s o r s i g n a t u r e s a n d r e g i s t r a t i s t r i c t o f t

U m y r p s g i n e e r s

T h p o j e w s d e s i g n e d b y t c r a m e n

PLOT DATE: 16-JAN-2014 PLOT TIME: 15:45 L:\StocktonDWSC\2014 IDIQ P&S\CADD\IDIQ-drawings\SheetFiles\1_TitleSheet.dgn8.1.2

SACRAMENTO & STOCKTON DEEP WATER SHIP CHANNELS

INDEFINITE-DELIVERY, INDEFINITE-QUANTITY (IDIQ)

MAINTENANCE DREDGING

SACRAMENTO & STOCKTON

CALIFORNIA

S A

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A M

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C h i e v s i

Sheet 1 of 6

L M

C h i e s i

G Y

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R B I

FY_2014

HISTORICAL DREDGE MATERIAL DISPOSAL SITES

H E

D U

L E

A W I

N G

SCHEDULE OF DRAWINGSSCHEDULE OF DRAWINGSSHEET NO.

CROSS SECTIONS AND DETAILS

SACRAMENTO AND STOCKTON DEEP WATER SHIP CHANNELS

CROSS SECTIONS AND DETAILS

STOCKTON DEEP WATER SHIP CHANNEL

SACRAMENTO DEEP WATER SHIP CHANNEL DISPOSAL SITES

STOCKTON DEEP WATER SHIP CHANNEL DISPOSAL SITES

VICINITY MAP, LOCATION MAP AND SCHEDULE OF DRAWINGS

TITLE SHEET

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N I

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P a n d

Sheet 2 of 6

P l o t s c a l o t d a t s i g n f i l e n o

D r a w i d e

S A

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L I

F O

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C O

G I

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D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

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8.1.2 L:\StocktonDWSC\2014 IDIQ P&S\CADD\IDIQ-drawings\SheetFiles\2_LocMapSheet.dgnPLOT DATE: 16-JAN-2014 PLOT TIME: 15:45

Sheet

D E

A N

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L S

S A

C R

A M

E N

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K T

O N

C A

L I

F O

R N I

R I

C H

R B I

C H I

7 1 x x x F i l e n a m e

F i l e n a m e

L M

E D

T K

B R

A D

F O

R D

ISLETON

RIO VISTA

T W

C H

E L

A N

B R

O W

L A

N D

NTER

A N

C H

T S

B U

R G

N E

W S

L O

U G

S A

N J O

A Q

F A

L S

E R

RIVER

F R

A N

K S

T R

A C

L O

O D

E D

J E

R S

E Y

O A

K L

E Y

D U

A R

C O

B O

U L

L A

N D

E M

T R

A C

R O

U G

A D

A N

B R

E N

T W

O O

A .T

R .R

MID

E R

C A L

W .P .R .R

A N

B E

T H

A N

JOAQUIN

S T

O C

K T

O N

P o r t o f

S t o c k t o n

A V

S M

A C

E R

L O

B E

A C

S P

U D

L A

N D

T R

A C

M c

D O

N A

L D

S A

E R

A N

M E

D F

O R

V E

L A

N D

A N

M A

N D

E V

L E

W E

A C

L A

N D

B R

A D

F O

R D

A N

S H

E R

M A

A N

B A

L L

A N

D O

N L

A N

W E

S T

B R

G E

A N

C H

Y O

R K

D G

T R

A C

W a r d s

C u t

NORTHGATE

BLVD

N O

R T

H E u r n in g

B a s in

INTERSTATE 5SACRAMENTO

S.P.R.R.

R D

P O

C K E T

R D

M E

A D

O W

W R

R D

M A

C K

BLVD.

E L

HOOD

FRANKLIN

H O

O D

F R

A N

K L

R D

LAMBERT

INTERSTATE

H W

FREEPORT

ROSE

RD.

R D

SLOUGH

HWY 84

ARCADE

P U

M P

H O

U S

R D

L O

W P

R D

CLARKSBURG

C L

A R

K S

B U

R G

SACRAMENTO

NORTHERN R.R.

LINE

RD.

G A

F F

N E

Y R

CENTRAL

C E

N T

R A

L A

NETHERLANDS 141 14

TULE RD.

GREENDALE

AUKEENA

RD.

H A

T O

N R

ALAMEDA AV.

N O

R T

H C

O U

R T

L A

N D

R D

SUTTER

ISLAND RD.

GRAND

ISLAND

R D

PAINTERSVILLE

COURTLAND

L O

C K

V O

R D

E N

L E

A R

RD,

RYDE

F E

R R

RYDER EAST

U S

S E

L L

R D

S O

N R

LAMBERT

R D

H W

MORRIS

SORROCA

V O

R D

E N

R D

H W

T W

R D

W A

L N

U T

G R

O V

Radio Tower

POVERTY

W A

L K

E R

HOWARD

LANDING

WALKER LANDING

Spezia

Airstrip

RD.

E T

O N

RD.

VAIL RD.

B A

R B

E R

R D

W A

L N

U T

R D

LANDING

POINT

PLEASANT

THORNTON

Borges

Clarksburg

Airstrip

WIDGEON

RD.

C O

U R

T L

A N

OXFORD

O X

F O

R D

HWY 84

FIVE POINTS

H O

L L

RIO FARMS

RD.

LEVEE RD.

E R

T Y

ISLAND

R D

LIBERTY ISLAND

LIBERTY FARMS

P O

M O

N T

E Z

ANDERSON RD.

Rio Vista

Airport

HWY 84/160

B R

A N

N A

L A

N D

JACKSON SLOUGH RD.

G R

A N

L A

R Y

D E

R R

E A S

T Y

L E

B R

T Y

L E R

L A

N D

RD.

VORMANS

EAGLE

STATEN

ISLAND

RD.

BRUCEVILLE RD.

Franklin

Airport

Flying Ranch

Airstrip

FOUR CORNERS

THORNTON RD.

P E

L T

GLASSCOCK

RD.

CORREIA RD.

T E

R M

O U

R D

Sta ten

Sutter Island

Dead Horse

IS.

A n d r u s

R D

Prospect

Liberty Island

Me rri tt

Is lan d

Y O

S O

L A

WESTERN

PACIFIC

R.R.

S A C R A M E N T O

FLOW

SACRAMENTO RIVER DEEP WATER SHIP CHANNEL

MI 0

MI 60

MI 55

MI 50

MI 45

MI 40

MI 35

RD.

MI 30

MI 25

MI 20

MI 15

MI 10

BLVD.

R D

W O

O D

B R

G R

O V

SILVERDALE

R I V E R

R D

W A

R D

D E

L H I

ETZEL RD.

WINSHIP

RD.

LIBERTY ISLAND RD.

MINERS

SLOUGH

U G

C A C

H E

ELK

SLOUGH

SUTTER

S T

E A

M B

O A

L O

U G

G E

O R

G E L

A N

SLOUGH

MI 22

MI 15

U G

C A C

H E

MI 15

MI 5

MI 10

MI 6

FLOW

Island

R D

Grand Island

NEW HOPE

TREE

NORTH

Island

Is la n d

H W

Y L A

N D

R D

RD.

R a n d a ll Is

H A

C K

M A

R D

T H

O M

S E

R D

M A

X W

E L

L N

T R

E M

O N

R D

MACE BLVD.

BUCKLEY RD.

DAVIS

EL MACERO

Y O

S O

L A

B U

E S

LOCATION MAP

S .P .R .R

E R

MOKELUMNE

SHIP CHANNEL

DEEP WATER

SACRAMENTO

SHIP CHANNEL

DEEP WATER

STOCKTON

NOT TO SCALE

S a c r a m e n t o

LOCATION

Los Angeles

VICINITY MAP

SCALE IN MILES

P A C I F I C

Francisco

San

S a n

J o a q u i n

Fresno

O C E

A N

Sacramento

Walnut Creek

C A L I F

O R

N I

N E

V A

D A

PROJECT

OREGON

Stockton

040 40 80

1.0

.5 16

1.0

1.5

.0 M

Island 1

Roberts

Island 2

Roberts

Antioch Dunes

Scour Pond

McCormick Pit

Bradford Island

660+00

720+00

820+00

640+00

740+00

760+00

+00

800+00

0 9

980+00

1180+00

1200+00

1220+00

0 12

1280+00

1300+00

640+00

660+00

720+00

740+00

760+00

+00

820+00

800+00

0 9

980+00

1180+00

1200+00

1220+00

0 12

1280+00

1300+00

.5 MILE 1.0

1.5 M

11.0

640+00

ILE 11.5

MILE 12.0

MILE 12.5

660+00

720+00

740+00

MILE 13.5

MILE 14

MILE 15

760+00

+00

820+00

800+00

MILE 15.5

0 M

980+00

MILE 18.5

MILE 19.0

1.0

1.5

1180+00

1200+00

MILE 22.5

MILE 23.0

1220+00

0 12

MILE 24.0

MILE 24.5

1280+00

1300+00

1000+00

M A

NOT TO SCALE

DISPOSAL SITE

LEGEND:

APPROXIMATE.

2. LOCATION AND SIZE OF DISPOSAL SITES ARE

1. LIMITS OF WORK WILL BE SHOWN ON TASK ORDER.

NOTES:

M A

Sheet 3 of 6

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O S

T E

P l o t s c a l o t d a t s i g n f i l e n o

D r a w i d e

S A

C R

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L I

F O

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C O

G I

N E

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D E

P A

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M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

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R I

C T

I N

H O

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8.1.2 L:\StocktonDWSC\2014 IDIQ P&S\CADD\IDIQ-drawings\SheetFiles\3_DisSiteSheet.dgnPLOT DATE: 03-FEB-2014 PLOT TIME: 12:38

Sheet

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C H I

7 1 x x x F i l e n a m e

F i l e n a m e

L M

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T K

Sheet 4 of 6

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C H

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T E

P l o t s c a l o t d a t s i g n f i l e n o

D r a w i d e

S A

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F O

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C O

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D E

P A

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M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

S I

G N

R E

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S A

C R

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8.1.2 L:\StocktonDWSC\2014 IDIQ P&S\CADD\IDIQ-drawings\SheetFiles\4_DisSiteSheet.dgnPLOT DATE: 16-JAN-2014 PLOT TIME: 15:45

Sheet

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C H

R B I

C H I

7 1 x x x F i l e n a m e

F i l e n a m e

L M

E D

T K

NOT TO SCALE

Rio Vista

Pit

Augusto

Island

Grand

S-31 Placement Site

Island

Decker

2. LOCATION AND SIZE OF DISPOSAL SITES ARE APPROXIMATE.

1. LIMITS OF WORK WILL BE SHOWN ON TASK ORDER.

NOTES:

DISPOSAL SITE

LEGEND:

ILE 0.0

ILE 0.5

MILE 1.5

MILE 1.0

MILE 2.0

ILE 3.0

MILE 2.5

E .5

11.0

11.5

MILE 16.5

MILE 17.0

ILE 17.5

1.0

1.5

0+00 20+00 40+00

60+00

100+00

80+00

140+00

120+00

0 2

860+00

880+00

900+00

920+00

1.0

1.5

MILE 43.5

1.0

1.5

ILE 42.5

MILE 43.0

2290+0019

0+00

2260+00

2280+00

50’40’20’10’ 0 5’

1"= 10’-0"

GRAPHIC SCALES

30’

500’

1"= 100’-0"

100’ 0 50’ 200’ 300’ 400’

NOTES:

Gaps in stationing are transitions between sections.

Allowable 2 feet overdepth set by task order.

channel bottom as shown in Detail 1.

No overdepth allowed on side slopes, except near is approximately equal to mean low, low water.

authorized depth is computed. Sounding datum line

The sounding datum line is the line from which the

-10

-20

-30

-40

-50 400 300 200 100 0 400300200100

VERTICAL SCALE: 1"= 10’

HORIZONTAL SCALE: 1"= 100’

- 4

HORIZONTAL SCALE: 1"= 100’

VERTICAL SCALE: 1"= 10’

HORIZONTAL SCALE: 1"= 50’

VERTICAL SCALE: 1"= 10’

-50

-40

-10

-30

-20

-50

-40

-30

300 200 100 0

-10

Center Line of Channel

C L

Overdepth

500600700800 700 800600500400300200100

Existing Groundline

Required Dredging4

Center Line of Channel

Center Line L C of Channel

400’ Bottom Width, Required Depth = 35’

200’

4 4

1TYPICAL

Overdepth

NOT TO SCALE

DETAIL

35’ depth

Required Dredging

Overdepth

NOT TO SCALE

DETAIL

Channel Limits

35’ depth

SEE NOTE 2.

Varies

250’ Width on curves: Required Depth = 35’

600’ Bottom Width, Required Depth = 35’

Overdepth

Required Dredging

Existing Groundline1

4 4

400800 700 500600 300 200 100 0 300200100 400 500 600 700 800

200’/225’ Width on tangents: Required Depth = 35’

4 4

300’

TYPICAL

125’

Existing Groundline

Required Dredging

Existing

Groundline

TYPICAL SECTION STOCKTON - STA 231+50 TO STA 794+62

overdepth

1’ to 2’ Allowable

TYPICAL SECTION STOCKTON - STA 794+62 TO STA 1329+76

1’ to 2’ Allowable

TYPICAL SECTION STOCKTON - STA 1329+76 TO STA 2051+00

1’ to 2’ Allowable

Sounding Datum

4,5 4

S T

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C T I

T A I

L S

Sheet 5 of 6

P l o t s c a l o t d a t s i g n f i l e n o

D r a w i d e

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F O

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C O

G I

N E

E R

D E

P A

R T

M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

S A

C R

A M

E N

S T

R I

C T

I N

H O

S I

G N

R E

E T

S A

C R

A M

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Sheet

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R B I

C H I

7 1 x x x F i l e n a m e

F i l e n a m e

L M

E D

T K

50’40’20’10’ 0 5’

1"= 10’-0"

GRAPHIC SCALES

30’

500’

1"= 100’-0"

100’ 0 50’ 200’ 300’ 400’

-10

-20

-30

-40

-50

- 5

TYPICAL SECTION STOCKTON - STA 2070+68 TO STA 2082+86

TYPICAL SECTION STOCKTON - STA 2087+86 TO STA 2110+31

HORIZONTAL SCALE: 1"= 100’

VERTICAL SCALE: 1"= 10’

HORIZONTAL SCALE: 1"= 100’

VERTICAL SCALE: 1"= 10’

-50

-40

400 300 200 100 0 100

-10

-30

-20

200 300 400

Center Line of Channel

C L

VARIES

125’

Overdepth 250’ Width on Curves; Required Depth = 35’

Center Line L C of Channel

125’

2 2

5 4

ROUGH AND READY ISLAND

PORT OF STOCKTON

200’ Width on Tangents; Required Depth = 35’

1V:2H - STA 2104+50 TO STA 2166+00

1V:3H - STA 2083+00 TO STA 2104+50

250’ Width on curves: Required Depth = 35’

500 600 700 800500600700800

400800 700 500600 300 200 100 0 200100 300 400 500 600 700

225’ Width on Tangents: Required Depth = 35’

Dredging to 40’ depth will be performed

ONLY if authorized by task order.

Overdepth

(1)

(2)

Width varies: Depth at 40’

Existing Groundline

DETAIL

NOTES:

1’ to 2’ Allowable

Sounding Datum

Dredging

Required

Gaps in stationing are transitions between sections.

Allowable 2 feet overdepth set by task order.

near channel bottom as shown on Detail 1 on Sheet 4.

No overdepth allowed on side slopes, except line is approximately equal to mean low, low water.

authorized depth is computed. Sounding datum

The sounding datum line is the line from which the

Sheet 6 of 6

S T

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T O

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C R

C T I

T A I

L S

P l o t s c a l o t d a t s i g n f i l e n o

D r a w i d e

S A

C R

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L I

F O

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C O

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D E

P A

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M E

M Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p number:

reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

A p p r o v e d

D a t e

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4 3 2 1

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8.1.2 L:\StocktonDWSC\2014 IDIQ P&S\CADD\IDIQ-drawings\SheetFiles\6_XSectionStkSheet6.dgnPLOT DATE: 16-JAN-2014 PLOT TIME: 15:45

Sheet

D E

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7 1 x x x F i l e n a m e

F i l e n a m e

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TYPICAL SECTION SACRAMENTO - STA 0+00 TO STA 892+58

400500600

HORIZONTAL SCALE: 1"= 100’

400’ Width on Curves: Required Depth = 30’

300’ Width on Tangents: Required Depth = 30’

VERTICAL SCALE: 1"= 10’

200 0 200100 300

- 5

Overdepth

Required Dredging

Existing Groundline 5 4

125’ of Channel

Center Line C L

600100300 -50

-40

-30

-20

-10

200’ Width on Tangents & Curves: Required Depth = 30’

TYPICAL SECTION SACRAMENTO - STA 892+58 TO STA 2256+95

-30

-40

-50 600 500 400 300

-10

-20

HORIZONTAL SCALE: 1"= 100’

VERTICAL SCALE: 1"= 10’

100200 0 100 200 500300 400

Overdepth

- 5

G of Channel

Center Line

100’

L C

Required Dredging

Existing Groundline

250’ Width on Curves: Required Depth = 30’

Centerline for curves in the Sacramento DWSC are offset 150’/250’

(3)

(5)(4)

(4)

(5) Required Depth is 35’ between

Sta. 1850+00 and Sta. 2256+95

DETAIL

1’ to 2 ’ Allowable

1’ to 2’ Allowable

(3) at Sta. 1876+96 curves begins with curve

Channel Width of 250’ on

Sounding Datum Sounding Datum

1_TitleSheet

Saved Views

References

1-mod-G-CSxxxf.dgn

2_LocMapSheet

References

2-mod-G-BSxxxx.dgn, tb-10-feet

3_DisSiteSheet

Saved Views

References

2-mod-G-BSxxxx.dgn, tb-10-feet

disp1.dgn

SJQ-DWSC_Dredging&Landing_Areas.dgn, Model

Ref, SJQ-DWSC_Dredging&Landing_Areas.dgn, Model

4_DisSiteSheet

Saved Views

References

2-mod-G-BSxxxx.dgn, tb-10-feet

SAC-DWSC_Dredging&Landing_Areas.dgn, Model

Ref1, SAC-DWSC_Dredging&Landing_Areas.dgn, Model

5_XSectionStkSheet

References

2-mod-G-BSxxxx.dgn, tb-50-feet

6_XSectionStkSheet6

References

2-mod-G-BSxxxx.dgn, tb-100-feet

File details come from the government source that posted it. Updated Nov 14, 2017.