Oakland_Harbor_O&M_Plans_Amendment_0003_11Jul18.pdf

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M:\BRANCH_FOLDERS\ENGINEERING\Civil_Design\Oakland Inner_Outer_FY18_O&M\Plans\CAD\ Oakland_InnerOuter_O&M G-01 - G-02.dwg 10 Jul 2018 - 9:51am

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ACCEPTANCE REACHES:

ENTRANCE CHANNEL

REACH 1: STA 0+00 - STA 64+00

INNER HARBOR

REACH 2: STA 64+00 - STA 110+00

REACH 3: STA 110+00 - STA 175+00

REACH 4: STA 175+00 - STA 205+00

REACH 5: STA 205+00 - STA 230+00

REACH 6: STA 230+00 - STA 244+35

OUTER HARBOR

REACH 7: STA 0+00 - STA 56+00

REACH 8: STA 56+00 - STA 80+00

REACH 9: STA 80+00 - STA 96+00

REACH 10A: STA 96+00 - STA 111+00

REACH 10B: STA 111+00 - STA 133+49

VERTICAL CONTROL

OAKLAND INNER (REACHES 1-3)

LPCP 1: 941 4777 B TIDAL / PID AE5211

DISK SET IN BALLARD FOUNDATION NEAR THE NORTHEAST END OF BERTH 40 OF THE

OAKLAND MIDDLE HARBOR.

ELEVATION = 13.48 FEET MLLW - DERIVED FROM WGS-84 ELLIPSOID ELEVATION, GEOID09

AND VDATUM MODELS.

TIDE GAUGE LOCATION IS IN FACE OF PILING AT BERTH 37; NAIL ELEVATION 9.7 FEET MLLW.

OAKLAND INNER (REACHES 4-6)

PORT 1 1936 / PID HT0654

DISK SET AT SOUTH END OF CLAY STREET, AT THE PORT OF OAKLAND CLAY STREET PIER.

ELEVATION = 9.56 FEET MLLW - PUBLISHED 21 APR 2003 ON NOAA STATION 941 4764.

TIDE GAUGE LOCATION IS CHISEL MARK APPROX. 10 FEET WEST ON TOP OF CONCRETE

CURB; CHISEL ELEVATION 11.0 FEET MLLW.

OAKLAND OUTER (REACHES 7-10)

LPCP 2: OAK OUTER 1 2012 / NO PID

DISK SET IN PARKING LOT AT PIER 6 AMNAV TUG TERMINAL AT THE EDGE OF THE PIER.

ELEVATION = 14.04 FEET MLLW - DERIVED FROM WGS-84 ELLIPSOID ELEVATION, GEOID09

AND VDATUM MODELS.

TIDE GAUGE LOCATION IS IN FACE OF PILING AT PIER 6, 10' EAST OF BENCHMARK; NAIL

ELEVATION 10.1 FEET MLLW.

HORIZONTAL CONTROL:

PRIMARY - RTK POSITIONING

SECONDARY - COAST GUARD DGPS D-BEACON

2' ALLOWABLE OVERDEPTH

(PAID AND NON-PAID)

EL. 0.00 FEET M.L.L.W.

1' ALLOWABLE (PAID) OVERDEPTH

PROJECT DEPTH

NOTE:

FOR ALLOWABLE DREDGING METHODS SEE SECTION 35 20 23 DREDGING WITHIN THE SPECIFICATIONS.

1' ALLOWABLE OVERDEPTH (NON-PAID)

GENERAL NOTES:

BATHYMETRIC SURVEYS WERE DONE BY THE U.S ARMY CORPS OF ENGINEERS,

SAN FRANCISCO DISTRICT, ON THE FOLLOWING DATES:

REACH 1 - 19 & 30 SEPTEMBER 2016

REACH 2 - 22 AUGUST 2017

REACHES 3 & 4 - 20 DECEMBER 2017

REACHES 5 & 6 - 5 DECEMBER 2017

REACHES 7 & 8 - 10 AUGUST 2017

REACH 9 - 22 NOVEMBER 2016

REACH 10 - 28 OCTOBER 2016

BATHYMETRIC SURVEY SOUNDINGS ARE BASED ON THE DATUM OF MEAN

LOWER LOW WATER (MLLW) AT THE LOCALITY NAVD 1988 DATUM.

DRAWINGS ARE NOT TO BE USED AS NAVIGATION CHARTS.

INFORMATION SHOWN ON THE DRAWINGS IS BASED ON BATHYMETRIC

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

BATHYMETRIC SURVEY SOUNDINGS WERE TAKEN BY FATHOMETER

(MULTI-BEAM SURVEY EQUIPMENT) AND ARE SHOWN TO THE NEAREST TENTH

OF A FOOT.

COORDINATES ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE

SYSTEM OF 1983 (CCS83), LAMBERT CONFORMAL PROJECTION ZONE III, AS

DESCRIBED IN SPECIAL PUBLICATION NO. 253, PUBLISHED BY NATIONAL OCEAN

SURVEY.

THE PROJECT DEPTH IS -50 FT MLLW. THE DISPOSAL SITES ARE A

CONTRACTOR FURNISHED UPLAND SITE AND A GOVERNMENT-FURNISHED

DEEP OCEAN DISPOSAL SITE (SF-DODS). SEE SECTION 00 10 00 PRICING

SCHEDULE AND SECTION 35 20 24 AQUATIC DISPOSAL FOR SITE DETAILS.

BASE MAPS WERE COMPILED BY PHOTOGRAMMETRIC METHODS FROM AERIAL

PHOTOGRAPHY FLOWN 10 AUGUST 1996.

THE LOCATION OF ALL NAVIGATION AIDS ARE BASED ON INFORMATION

PROVIDED BY THE U.S. COAST GUARD. BUOY LOCATION REPRESENTS THE

POSITION OF THE SINKER ONLY.

BEACON: A NAVIGATION DEVICE WITH A FIXED STRUCTURAL SUPPORT USED

TO HELP SHIPS NAVIGATE TO THEIR DESTINATION.

BUOY: A FLOATING NAVIGATION DEVICE THAT IS ANCHORED TO A CHAIN

WHICH ALLOWS FOR A CERTAIN AMOUNT OF DRIFT. BUOYS ARE USED TO HELP

SHIPS NAVIGATE TO THEIR DESTINATION.

SEDIMENT SAMPLING AND TESTING RESULTS AVAILABLE UPON REQUEST.

S a n r a n c i s c o

B a y

SF-DODS DISPOSAL SITE

NOT TO SCALE

OVAL SHAPED SITE:

37°39.0'N

123°29.0'W

4 NAUTICAL MILES(NM) LONG

(NORTH / SOUTH) AXIS

2.5 NAUTICAL MILES SHORT

(EAST / WEST) AXIS

0 10 20km

Monterey Bay National

Marine Sanctuary

Pigeon Pt.

Half Moon

Bay

Gulf of The Farrallones

National Marine Sanctuary

37°30'

37°45'

38°00'

123°45' 123°30' 123°15' 123°00' 122°45' 122°30'

37°15'

37°00'

Farallon

Islands

EPA SECTION 102

OCEAN DISPOSAL SITE

SF-DODS

SHEET SHEET

NUMBER ID DESCRIPTION

01 G-01 COVERSHEET

02 G-02 SCHEDULE OF DRAWINGS, DISPOSAL SITE,

GENERAL NOTES AND TYPICAL DREDGING SECTION

03 G-03 PROJECT SITE REFERENCE

04 C-01 ENTRANCE CHANNEL DREDGING PLAN

STA 0+00 - STA 12+00

05 C-02 INNER & OUTER HARBOR DREDGING PLAN

STA 8+00 - STA 66+00 (INNER HARBOR)

STA 0+00 - STA 23+00 (OUTER HARBOR)

06 C-03 INNER HARBOR DREDGING PLAN

STA 120+00 - STA 190+00

07 C-04 INNER HARBOR DREDGING PLAN

STA 190+00 - STA 193+00

11 C-08 BART TUBE PLAN AND PROFILE

SCHEDULE OF DRAWINGS

TYPICAL DREDGING SECTION

NOT TO SCALE

MATERIAL TO BE DREDGED (PAID)

NO DREDGING ON SIDE SLOPES

(SEE NOTE 1)

CHARACTERIZATION DEPTH

OPTIONAL TOE EXCAVATION

OPTIONAL TOE EXCAVATION

EXISTING CHANNEL BOTTOM

SIDE-SLOPE PRISM

CHANNEL WIDTH VARIES

SEE PLAN

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∠I-1

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∠I-4

∠I-5 ∠I-6

∠I-7

∠I-8

∠I-9

∠I-10

∠I-11

∠I-12

∠I-13

∠I-14

∠I-15 ∠I-16

∠I-17

∠I-18 ∠I-19

∠I-20

∠I-21

∠I-22∠I-23

∠I-24

∠I-25

∠I-26

∠I-27

∠I-28

∠I-29

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OAKLAND INNER HARBOR

CHANNEL ANGLE POINTS

Point #

∠I-1

∠I-2

∠I-3

∠I-4

∠I-5

∠I-6

∠I-7

∠I-8

∠I-9

∠I-10

∠I-11

∠I-12

∠I-13

∠I-14

∠I-15

∠I-16

∠I-17

Easting

6,023,762.09

6,026,473.56

6,027,845.43

6,029,918.57

6,032,404.37

6,032,730.19

6,033,362.90

6,035,413.21

6,037,795.20

6,039,039.12

6,040,857.42

6,042,043.68

6,044,049.18

6,044,280.53

6,044,574.83

6,044,943.04

6,045,252.44

Northing

2,118,950.51

2,119,570.69

2,119,493.40

2,118,819.96

2,118,099.73

2,118,091.23

2,117,836.07

2,117,248.79

2,116,472.91

2,116,096.20

2,115,538.69

2,115,391.38

2,115,718.91

2,115,448.21

2,115,301.16

2,115,301.09

2,115,469.88

OAKLAND INNER HARBOR

CHANNEL ANGLE POINTS

Point #

∠I-18

∠I-19

∠I-20

∠I-21

∠I-22

∠I-23

∠I-24

∠I-25

∠I-26

∠I-27

∠I-28

∠I-29

∠I-30

∠I-31

∠I-32

∠I-33

∠I-34

Easting

6,045,598.07

6,047,075.32

6,047,102.54

6,045,070.66

6,044,970.66

6,044,443.67

6,044,237.67

6,043,848.67

6,042,706.68

6,040,041.68

6,030,243.21

6,029,688.69

6,029,195.32

6,027,018.64

6,025,557.77

6,023,915.29

6,023,530.21

Northing

2,115,919.38

2,115,911.24

2,116,577.63

2,116,733.32

2,116,868.32

2,116,787.33

2,116,595.33

2,116,407.34

2,116,202.36

2,116,358.42

2,119,742.79

2,120,100.77

2,121,154.59

2,121,132.23

2,120,540.52

2,120,061.02

2,119,973.81

OAKLAND OUTER HARBOR

CHANNEL ANGLE POINTS

Point #

∠O-1

∠O-2

∠O-3

∠O-4

∠O-5

∠O-6

∠O-7

∠O-8

∠O-9

∠O-10

∠O-11

∠O-12

Easting

6,029,195.32

6,032,145.86

6,035,035.47

6,038,502.15

6,038,225.45

6,037,357.62

6,035,435.04

6,034,521.88

6,034,015.75

6,032,185.18

6,028,402.05

6,027,018.64

Northing

2,121,154.59

2,123,096.60

2,122,691.23

2,126,685.68

2,126,792.32

2,126,663.70

2,124,447.60

2,124,383.85

2,124,177.44

2,123,829.00

2,121,692.56

2,121,132.23

OAKLAND INNER HARBOR

CENTERLINE CONTROL POINTS

Point #

C-1

C-2

C-3

C-4

C-5

C-6

C-7

C-8

C-9

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

Easting

6,023,646.15

6,024,036.26

6,025,686.16

6,026,240.30

6,027,834.44

6,028,520.38

6,029,469.16

6,029,982.52

6,032,849.63

6,033,991.54

6,039,959.88

6,040,877.50

6,042,068.48

6,042,762.57

6,043,906.03

6,045,627.53

6,047,088.95

Northing

2,119,462.16

2,119,550.55

2,119,980.13

2,120,146.60

2,120,362.65

2,120,324.00

2,119,600.14

2,119,311.30

2,118,439.13

2,118,062.12

2,116,091.63

2,115,916.79

2,115,814.83

2,115,860.14

2,116,056.12

2,116,303.89

2,116,244.80

OAKLAND OUTER HARBOR

CENTERLINE CONTROL POINTS

Point #

C-20

C-21

C-22

C-23

C-24

C-25

C-26

Easting

6,027,223.76

6,028,997.45

6,029,354.80

6,032,165.53

6,035,180.13

6,037,620.33

6,038,445.33

Northing

2,120,719.23

2,121,502.85

2,121,699.81

2,123,462.88

2,123,505.95

2,126,318.15

2,126,785.15

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M:\BRANCH_FOLDERS\ENGINEERING\Civil_Design\Oakland Inner_Outer_FY18_O&M\Plans\CAD\ Oakland_Harbor_O&M G-03.dwg 10 Jul 2018 - 10:30am

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! CAUTION !

SUB-MARINE BART TUBE

LOCATION

! CAUTION !

SUB-MARINE BART TUBE

AREA OF SPECIAL HANDLING

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SEE SECTION 35 20 23 DREDGING, PARAGRAPH 3.2.910

1900'0' 950'

SCALE: 1" = 950'

2850'

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M A

T C

H L

I N

E

S

H E

M A

T C

H L

I N

E

S

H E

N 2118000N 2118000

E

E

E

E

E

E

N 2116000

N 2115000

E

E

E

E

E

E

N 2117000

LLNR 4680: LIGHT 10

56' OUTSIDE CHANNEL LIMIT

(E 6040834, N 2115473)

R

E

A

E

A

I

N

N

R

B

O

R

400'0' 200'

SCALE: 1" = 200'

600'

C-01

C-02

C-03

C-04 C-05

C-06

C

SHEET INDEX

N 2115000

∠I-9

∠I-10

∠I-11

∠I-12

∠I-27

C-11

C-12

C-13

C-04

M A

R K

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S A

N

F

R A

N C

I S

S

T R

I C

T

R

K E

T

S

T R

E E

T

S

U I T

E

S A

N

F

R A

N C

I S

C O

C

A

A L

A M

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A

C

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N T

Y

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A L

I F

O R

N I A

O A

K L

A N

D

H

A R

B O

R

C

H A

N N

E L

M A

I N

T E

N A

N C

E

D

R E

D G

I N

G

P

R O

J E

C T

M:\BRANCH_FOLDERS\ENGINEERING\Civil_Design\Oakland Inner_Outer_FY18_O&M\Plans\CAD\ Oakland_Harbor_O&M C-01_C-07.dwg 10 Jul 2018 - 10:57am

D E

S I G

N E

D

B

Y

D R

A W

N

B

Y

C H

E C

K E

D

B

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B M

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X

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SOLICITATION

I N

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S

LEGEND

-49.0 FEET

-49.5 FEET

-50.0 FEET

-49.0 TO -49.5

-49.5 TO -50.0

BEACON / BUOY

EELGRASS

250-METER EELGRASS BUFFER ZONE

LIGHT MONITORING WILL BE PERFORMED

DURING DAYLIGHT HOURS WHILE DREDGING

OPERATIONS ARE OCCURRING INSIDE

BUFFER ZONE I.A.W. SECTION 01 57 19 - 3.1.6.

A M

E N

D M

E N

T

R

E V

I S

A

U M

B E

R