G4J030PlansMayport.pdf

PDF 10 MB Posted Sep 1, 2016

Attached to: U. S. Naval Station Mayport, Florida Maintenance Dredging, 50-Foot Project Entrance Channel and Harbor Complex
Solicitation number: GROUP4-10-R-J030
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
GROUP4-10-R-J030 _Revision_0004.pdf	PDF	Oct 11, 2016
GROUP4-10-R-J030-0003.pdf	PDF	Sep 30, 2016
MayportMDFY16REV0003Set.pdf	PDF	Sep 30, 2016
GROUP4-10-R-J030_Amendment_0002.pdf	PDF	Sep 29, 2016
GROUP4-10-R-J030-Revision_0001.pdf	PDF	Sep 14, 2016
Mayport_O M_GDR_2016_final.pdf	PDF	Sep 1, 2016
G4J030Specifications.pdf	PDF	Sep 1, 2016

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. GROUP4-10-R-J030

TO ACCOMPANY SOLICITATION

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

PLANS FOR

DUVAL COUNTY, FLORIDA

U.S. NAVAL STATION MAYPORT

MAINTENANCE DREDGING

122820-NSM16-GI000cover.dgn

ENTRANCE CHANNEL AND HARBOR COMPLEX

50-FT PROJECT

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

TURNING BASIN

RELEASE ZONE "A"

X ,0

Y=2,195,000

Y=2,200,000

Y=2,205,000

PROJECT LIMITS

TO CENTER OF RELEASE ZONE "A"

4.9 NAUTICAL MILES FROM TIP OF SOUTH JETTY

INDEX TO DRAWINGS

GENERAL

ABBREVIATIONS

MLLW

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

POINT OF INTERSECTION

STATION

RANGE

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

CENTERLINE

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

HORIZ.

LEGEND:

PROJECT CHANNEL

AIDS TO NAVIGATION

ELEVATION AND LOCATION

CB-JH99-22

CHANNEL LIMITS

CHANNEL PI POINTS

49.5

CIVIL

CONTROL DATA

AND LOCATION

CORE BORING DESIGNATION

C-01

C-02

FEET/FOOT

PROJECT OVERVIEW

NAD83

NAVD88

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

DWG. DRAWING

C/L

GLB

BEACON LIGHT

GREEN LIGHT BUOY

FT.

LT.

C-03

G-00

G-01

G-02

ODMDS OCEAN DREDGED MATERIAL DISPOSAL SITE

RED LIGHT BOUYRLB

COVER SHEET

C-07

C-06

C-05

C-04

EL. / ELEV. ELEVATION (FEET)

ENT. ENTRANCE

OCEAN DISPOSAL SITE- ODMDS

DREDGE AREA

CONTACT AREA

NO DREDGING NO BOTTOM

C-10

C-09

C-08

NOTE:

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALS

LOCATION

DESTROYER SLIP (35')

798,000

1,000

42,000

114,000

252,000

52,000

337,000

GENERAL NOTES:

A T L A N T I C O C E A N

NAVAL STATION MAYPORT

BASIN

BOAT

SMALL

BAR CUT-3

MAYPORT ENTRANCE CHANNEL

G-01

GRAPHIC SCALE

G E

N E

R A

P R

O J

E C

T O

V E

R V

C-12

C-11

DREDGING PLAN STA. 89+00 THRU 122+00 BAR CUT-3

DREDGING SECTIONS

-N

S M

-G

I0 o v e rv ie w .d g n

2,000'1,000'01,000'

B A

R C

U T -3 S

T A

X ,0

Y=2,210,000

DREDGING SECTIONS

DREDGING PLAN SMALL BOAT BASIN

DREDGING PLAN TURNING BASIN

DREDGING PLAN DESTROYER SLIP

TOTALOVERDEPTH

ALLOWABLE

DEPTH

REQUIRED

TURNING BASIN 42-FT AREA

TURNING BASIN 50-FT AREA

BAR CUT-3 STA 59+00 TO STA 141+00 (50')

DISPOSAL PLAN ODMDS

SMALL BOAT BASIN (27')

643,000

7,000

146,000

382,000

49,000

59,000

1,441,000

1,000

49,000

260,000

634,000

101,000

396,000

TO OCCUR FROM THE TIME OF THE SURVEY UNTIL THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND 2-FOOT ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

DREDGING PLAN STA. 56+00 THRU 89+00 BAR CUT-3

DREDGING PLAN STA. 122+00 THRU 154+00 BAR CUT-3

MAYPORT ENTRANCE CHANNEL (50')

DREDGING PLAN STA. 38+50 THRU 62+41.62 MAYPORT ENTRANCE CHANNEL

NO.

DWG.

SENSITIVE CHANNEL AREA STA. 18+50 THRU 38+50 MAYPORT ENTRANCE CHANNEL

6. SEE DWG. C-12 FOR DISPOSAL AREA CONTROL DATA AND SURVEY NOTES.

ENTRANCE CHANNEL AND HARBOR COMPLEX SURVEY NOTES.

5. SEE DWG. C-01 FOR BAR CUT-3 CHANNEL SURVEY NOTES & DWG. C-05 FOR

4. SEE DWG. G-02 FOR CHANNEL CONTROL DATA.

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

ALL UNITS ARE U.S. SURVEY FEET.

1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

STATE PLANE EAST ZONE COORDINATE SYSTEM AND REFERENCED TO THE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA

AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT

REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

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O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

DEPENDS ON YOU

SAFTEY ON THIS JOB

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(N.T.S.)

ODMDS

JACKSONVILLE

REVIR S

H O

J .

SLIP

DESTROYER

CHANNEL CONTROL DATA NOTES:

NAVAL STATION MAYPORT

REVISED 10 APRIL 2014

MAYPORT FRAMEWORK REPORT

SURVEY NOTES FOR “KTD”FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES

ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE

CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM.

A MODIFIED VDATUM BASED KINEMATIC TIDE DATUM MODEL “KTD FILE”IS USED TO

CONSIDERED EQUALIVALENT.

RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE

DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A

GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT

ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE

STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901). MEASUREMENT UNITS

REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE FLORIDA

DATUM OF 1983, BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

SURVEY FURNISHED BY THESE PLANS.

GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE AND

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR

PPCPs LISTED ABOVE.

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

872 0211WWTD, MAYPORT NAVAL STA.

GAGE STATION IDNOAA GAGE

TIDAL CALIBRATION PPCP GAGE:

ENTIRE PROJECT BBBZ99STARK

ENTIRE PROJECTBBDC09CHARLIE TOWER ARP

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

DIRECTION.

IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR FURTHER

ON THE COVER PAGE OF THE PLANS.

SHOWN FOR THE PPCP. CONSULT THE ACCOMPANYING “SURVEY NOTES” AS FOUND

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE

PRIMARY PROJECT CONTROL POINTS (PPCP):

CHARLIE TOWER ARP

STARK

S T

G-02

X ,0

Y=2,212,000

Y=2,210,000

Y=2,206,000

Y=2,204,000

Y=2,202,000

GRAPHIC SCALE

800'400'0400'

G E

N E

R A

C O

N T

R O

L D

A T

A -N

S M

-G

I0 c o n tr o l.

d g n

NOTE:

1. SEE DRAWING G-01 FOR PROJECT OVERVIEW AND GENERAL NOTES.

Y=2,208,000

BARCUT - 3

RGE. -400

RGE. 00

RGE. 400

RGE. 0

RGE. 2

RGE. 5

RGE. 1000

TURNING BASIN

D E S

T R

O Y

E R S

MAYPORT

ENTRANCE

CHANNEL

22II

III

RGE. -300

RGE. 00

RGE. 300

STA. 198+63.50 BARCUT-3

STA 0+00 TURNING BASIN

STA 63+41.62 MAYPORT ENTRANCE CHANNEL

STA. 0+00 MAYPORT ENTRANCE CHANNEL

A T L A N T I C O C E A N

S T J O H N S R I V E R

SMALL BOAT BASIN

(Y) NORTHING(X) EASTINGPOINT

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

CHANNEL CONTROL POINTS

526,294.31

525,008.21

553,906.18

537,525.48

537,314.92

534,250.78

528,635.02

526,096.88

526,116.56

525,536.07

524,980.36

525,800.28

525,785.91

526,377.82

527,023.12

527,403.49

527,525.64

527,049.98

525,967.04

525,894.72

525,869.20

525,892.60

525,956.96

526,081.30

526,255.38

526,458.46

527,109.52

528,217.34

528,073.70

532,774.41

535,298.65

537,640.01

537,826.56

553,810.16

527,278.69

526,584.24

525,400.54

528,009.48

534,138.28

553,858.17

III

2,202,894.69

2,203,263.45

2,203,546.22

2,205,526.77

2,205,451.50

2,205,821.98

2,204,329.28

2,204,901.39

2,204,969.85

2,205,136.76

2,203,164.60

2,202,929.50

2,202,884.51

2,202,714.30

2,201,418.99

2,201,421.69

2,201,458.62

2,204,686.56

2,204,560.06

2,204,281.45

2,203,996.45

2,203,709.33

2,203,435.12

2,203,169.87

2,202,933.62

2,202,730.54

2,202,889.79

2,203,422.08

2,203,662.72

2,204,912.19

2,205,090.92

2,204,807.83

2,204,684.55

2,202,752.01

2,201,420.80

2,202,814.77

2,204,655.77

2,203,904.33

2,205,533.40

2,203,149.12

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O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

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S Y

M Z

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DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

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C -0

T A

A R C

U T -3

S T

A R C

U T -3

C-01

GRAPHIC SCALE

200'100'0100'

NOTE:

Y=2,205, S T

S T

Y=2,205, Y=2,204, Y=2,204, Y=2,203, Y=2,203, S T

RGE. 400

RGE. 00

RGE. -400

RGE. 400

RGE. 00

RGE. -400

D R

E D

G P

L A

S T

H R

U S

T A

A R C

U T -3

PLUS 2-FT ALLOWABLE OVERDEPTH

50-FT REQUIRED DEPTH

-N

S M

-C

N p la n .d g n

S T J O H N S R I V E R

RGE. 200

RGE. -250

S T

BAR CUT - 3

S T

2. SEE DWG. G-02 FOR CHANNEL CONTROL.

1. SEE DWG. G-01 FOR PROJECT OVERVIEW AND GENERAL NOTES.

REFERENCE BASE LOCATED AT “872 0242A” (OPUS PID: BBBZ31) FOR CUT-51 TO TERMINAL CHANNEL

REFERENCE BASE LOCATED AT “DUNNS CREEK” (OPUS PID: BBCT64) FOR CUT-43 THRU CUT-50

REFERENCE BASE LOCATED AT “NEW BERLIN” (OPUS PID: BBDH77) FOR CUT-F, CUT-G & CUT-42

REFERENCE BASE LOCATED AT “BIMT-101” (OPUS PID: BBBX61) FOR CUT-9 THRU CUT-42, CUT-A & B

REFERENCE BASE LOCATED AT “CHARLIE TOWER” (OPUS PID: BBDC09) FOR BAR CUT-3 THRU CUT-8

REFERENCE BASE LOCATIONS:

9. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE FOLLOWING

8. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

7. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

6. ALL AZIMUTHS ARE GRID; RECKONED CLOCKWISE FROM SOUTH.

DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD”.

TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED “CAMDENGA-NASSAU-

5. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED

CHANNEL

NOAA TIDAL STATION 872-0242, LONG BRANCH FOR CUT-50 THRU TERMINAL

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT FOR CUT-47 THRU CUT-50

NOAA TIDAL STATION 872-0219, DAMES POINT FOR CUT-42 THRU CUT-46

NOAA TIDAL STATION 872-0221, FULTON FOR CUTS 14/15 THRU CUT-41

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK FOR CUTS 4 THRU 13

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA FOR BAR CUT 3

GAGE SITES SPECIFIED BELOW:

THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE

ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO

1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 1983).

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR

2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.

1. REFER TO SURVEY NO. 16-002.

30 NOV 2013.

FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING,

12. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

11. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES

CUT-51 THRU 54 23 OCT 2015 SB-46

TERMINAL CHANNEL 26 OCT, 06 NOV & 26 DEC 2015SB-46

CUT-55 26 OCT & 26 DEC 2015 SB-46

CUT-47 THRU 50 09 NOV 2015SB-46

CUT-45 THRU CUT-46 10 NOV 2015SB-46

CUT-43 & 44 12 NOV 2015SB-46

CUT-F & G 13 & 14 NOV 2015 SB-46

CUT-42 25 & 30 NOV 2015 SB-46

CUT-A & B 30 NOV & 14 DEC 2015SB-46

CUT-40 &41 22 DEC 2015SB-46

CUT-14/15 THRU CUT-39 4 JAN 2016 SB-46

CUT-9 THRU CUT-13 7 JAN 2016 SB-46

CUT-5 THRU CUT-8 7 & 8 JAN 2016 SB-46

BAR CUT-3 & CUT-4 8-13 JAN 2016 SB-46

AREA SURVEYED DATE OF SURVEY SURVEY VESSEL

TERMINAL CHANNEL WHICH ARE SHOWN IN LOW FREQUENCY (28 KHZ).

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ) EXCEPT FOR STATIONS 19+00 - 67+00 OF THE

ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ) SINGLE BEAM TRANSDUCER. ALL

10. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL 2024 MULTIBEAM SYSTEM (240KHZ) AND A

BAR CUT-3 CHANNEL SURVEY NOTES:

C-09

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

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O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

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VB-MPH08-65 VB-MP13-8

VB-MPH08-66

VB-MPH08-68

VB-MPH08-67

VB-MPH08-69

VB-MPH08-70

VB-MPH08-71

VB-MPH08-72

VB-MPH08-73

VB-MPH08-74

VB-MPH08-75

VB-MPH08-76

VB-MPH08-77

VB-MPH08-78

VB-MP13-9

PLANE COORDINATESAIDS TO NAVIGATION

2,204,852

2,204,054

542,755

542,549

RLB-4 (01/16)

GLB-3 (01/16)

M A

T C

H L

E D

W G

N O

C -0

T A

A R C

U T -3

M A

T C

H L

E D

W G

N O

C -0

T A

A R C

U T -3

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

DEPENDS ON YOU

SAFTEY ON THIS JOB

M .R .2

J .W .L

M .L .C

J U

N E

D .B .V

U .S

N A

V A

L S

T A

N M

A Y

P O

R T

F L

O R

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T J

A C

K S

O N

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

E N

T R

A N

C E C

H A

N N

E L A

N D H

A R

B O

R C

O M

P L

E X

C-02

GRAPHIC SCALE

200'100'0100'

NOTE:

S T

Y=2,206, Y=2,205, RGE. -400

Y=2,205, RGE. 00

RGE. 400

Y=2,204, Y=2,204, Y=2,203, RGE. -400

RGE. 00

RGE. 400

S T

D R

E D

G E P

L A

S T

H R

A R C

U T -3

PLUS 2-FT ALLOWABLE OVERDEPTH

50-FT REQUIRED DEPTH

-N

S M

-C

N p la n .d g n

S T J O H N S R I V E R

S T

RGE. -200

RGE. 100

S T

BAR CUT - 3

3. SEE DWG. C-01 FOR BAR CUT-3 CHANNEL SURVEY NOTES.

2. SEE DWG. G-02 FOR CHANNEL CONTROL.

1. SEE DRAWING G-01 FOR PROJECT OVERVIEW AND GENERAL NOTES.

C-09

VB-MPH08-52

VB-MPH08-53

VB-MPH08-54

VB-MPH08-55

VB-MPH08-56

VB-MP13-7

VB-MPH08-57

VB-MPH08-58

VB-MPH08-59

VB-MPH08-60

VB-MPH08-61

VB-MPH08-62

VB-MPH08-63

VB-MPH08-64

"GLB-3"

"RLB-4"

This is the start of the file's text. The full file is on GovTribe.

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