G410RJ028Plans.pdf

PDF 43 MB Posted Jul 8, 2016

Attached to: SAN JUAN HARBOR, PUERTO RICO MAINTENANCE DREDGING
Solicitation number: GROUP4-10-R-J028
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLANS FOR

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. GROUP4-10-R-J028

TO ACCOMPANY SOLICITATION

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

SAN JUAN HARBOR

MAINTENANCE DREDGING

30-FOOT PROJECT

114370-SJH16-GI101cover.dgn

AND

MITIGATION PROJECT

SAN JUAN , PUERTO RICO

SHEET TITLESHEET ID

MAINTENANCE DREDGING - PART A

CONTROL DATA - CHANNEL

CIVIL

G-02

-S

J H

-G

I1 in d e x .d g n

G E

N E

R A

E X T

O D

R A

G S

INDEX TO DRAWINGS

PROJECT OVERVIEW - PART A

DISPOSAL PLAN - ODMDS

- STA. 0+00 CUT-1 THRU STA. 2+00 CUT-3DREDGING PLAN

- STA. 2+00 CUT-3 THRU STA. 6+00 ACDREDGING PLAN

- STA. 6+00 THRU STA. 36+00 ACDREDGING PLAN

SHEET TITLESHEET ID

GENERAL

G-01

G-02

G-03

COVER SHEET

INDEX TO DRAWINGS

PROJECT OVERVIEW - COMBINED

SHEET TITLESHEET ID

G-01b PROJECT OVERVIEW - PART B

MATERIAL TRANSPORT ROUTE PLAN

GENERAL

CIVIL

MITIGATION - PART B

- STA. 36+00 THRU STA. 66+00 ACDREDGING PLAN

G-01a

G-02a

G-03a

C-01a

C-02a

C-03a

C-04a

C-05a

C-06a

C-07a

C-08a

C-09a

C-10a

C-11a

C-12a

C-13a

C-14a

C-15a

C-16a

C-17a

C-18a

C-19a

C-01b

C-02b

C-03b

C-04b

C-05b

C-06b

C-07b

C-08b

C-09b

C-10b

C-11b

C-12b

C-13b

C-14b

- STA. 66+00 AC THRU STA. 27+00 GDCDREDGING PLAN

- STA. 27+00 THRU STA. 57+00 GDCDREDGING PLAN

- STA. 57+00 GDC THRU STA. 77+00 PNCDREDGING PLAN

- STA. 47+00 THRU STA. 77+00 PNCDREDGING PLAN

- STA. 17+00 THRU STA. 47+00 PNCDREDGING PLAN

- STA. 17+00 PNC THRU STA. 46+00 ATCDREDGING PLAN

- STA. 13+00 THRU STA. 46+00 ATCDREDGING PLAN

- STA. 5+00 SAAC THRU STA. 3+00 SACDREDGING PLAN

DREDGING PLAN - STA. 23+00 THRU STA. 30+04.71 SAC

MITIGATION - BORROW CROSS SECTIONS

MITIGATION - FILL PLACEMENT CONDADO LAGOON

MITIGATION - FILL PLACEMENT CROSS SECTIONS

MITIGATION - BORROW PLAN AREA 1

MITIGATION - BORROW PLAN AREA 2

- STA. 0+00 SAC THRU STA. 23+00 SACDREDGING PLAN

- STA. 3+00 THRU STA. 37+52.22 SAACDREDGING PLAN

DREDGING CROSS SECTIONS

G-04 PROJECT BASE AND OPTIONS

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

J A

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

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

G E

N E

R A

T O C

E N

T E

R O

F O

D M

D S

F R

O M E

N D O

F C

H A

N N

E L

.3 N

A U

A L M

E S

GRAPHIC SCALE

BAHIA DE PUERTO NUEVO

CASTILLO SAN FELIPE DEL MORROISLA DE CABRAS

PUNTA PALO SECO

BAHIA DE SAN JUAN

PUNTA CATANO

LAGUNA DEL CONDADO

C A T A N O P U E B L O

EL B

OQUERON

O F

SAN

CARG

O T

ERM

ALS

SAN JUAN YACHT CLUB

SAN JUAN BAY MARINA

PUENTE D

OS HERMANOS

P U

E N

T E S

A N A

N T

O N

CANO DE SAN ANTONIO

A R

M Y T

E R

A L P

FORTÍ

SAN

GERÓNI

DEL

BOQUERÓN

B A

R C

H A

N N

E L

A N E G

A D

O C

H A N

N E L

SAN

ANTO

O A

ACH

CHANNEL

CRUSE TE

RMIN

ALS

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

PUERTO

NUEVO

CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

GRAVING DOCK CHANNEL

CHANNEL

SAN ANTONIO

ISLA GRANDE AIRPORT

P U

E N

T E E

S T

E V

E Z

LAGOON

ESPERANZA

PROJECT VICINITY MAP

G-03

P R

O J

E C

T O

V E

R V

W C

O M

E D

-S

J H

-G

I1 c o m b in e d .d g n

M I T I G A T I O N - P A R T B

P R O J E C T L I M I T S

P A R T A

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 L

I M I T S

ABBREVIATIONS

POINT OF INTERSECTION

STATION

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

NUMBER

NOT TO SCALE

HORIZONTAL

DRAWING

CENTERLINE

OCEAN DREDGED MATERIAL DISPOSAL SITE

C/L

ODMDS

N.T.S.

AC ANEGADO CHANNEL

GDC GRAVING DOCK CHANNEL

ATC ARMY TERMINAL CHANNEL

PNC PUERTO NUEVO CHANNEL

PNTB PUERTO NUEVO TURNING BASIN

SAAC SAN ANTONIO APPROACH CHANNEL

SAC SAN ANTONIO CHANNEL

GDTB GRAVING DOCK TURNING BASIN

PRVD02 PUERTO RICO VERTICAL DATUM OF 2002

DWG.

ELEVATION (FEET)

EX. EXISTING

EL. / ELEV.

NO.

RGE.

PID PERMANENT IDENTIFIER

STA.

HORZ.

VERT. VERTICAL

U.S.C.G. UNITED STATES COAST GUARD

MLLW MEAN LOWER LOW WATER

MLW MEAN LOW WATER

ARMY TERMINAL TURNING BASINATTB

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

N.T.S.

ARECIBO DORADO

BAYAMON

SAN JUAN

FAJARDO

HUMACAO

CAGUAS

CAYEY

GUAYAMA

PONCE

MAYAGUEZ

AGUADILLA

ATLANTIC OCEAN

CARIBBEAN SEA

OF WORK

LOCATION

LOCATION MAP

SANTA ISABEL

P U E R T O R I C O

CIUDAD DE SAN JUAN

C O M M O N W E A L T H O F P U E R T O R I C O

E S T A D O L I B R E A S O C I A D O D E P U E R T O R I C O

X ,0

X .0

X ,0

Y=890,000

Y=885,000

Y=880,000

Y=875,000

Y=870,000

Y=895,000

X ,0

OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

OF INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

GENERAL NOTE:

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

G E

N E

R A

T O C

E N

T E

R O

F O

D M

D S

F R

O M E

N D O

F C

H A

N N

E L

.3 N

A U

A L M

E S

GRAPHIC SCALE

BAHIA DE PUERTO NUEVO

CASTILLO SAN FELIPE DEL MORROISLA DE CABRAS

PUNTA PALO SECO

BAHIA DE SAN JUAN

PUNTA CATANO

LAGUNA DEL CONDADO

C A T A N O P U E B L O

EL B

OQUERON

O F

SAN

CARG

O T

ERM

ALS

SAN JUAN YACHT CLUB

SAN JUAN BAY MARINA

PUENTE D

OS HERMANOS

P U

E N

T E S

A N A

N T

O N

CANO DE SAN ANTONIO

A R

M Y T

E R

A L P

FORTÍ

SAN

GERÓNI

DEL

BOQUERÓN

B A

R C

H A

N N

E L

A N E G

A D

O C

H A N

N E L

SAN

ANTO

O A

ACH

CHANNEL

CRUSE TE

RMIN

ALS

PUERTO

NUEVO

CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

GRAVING DOCK CHANNEL

CHANNEL

SAN ANTONIO

ISLA GRANDE AIRPORT

LAGOON

ESPERANZA

-S

J H

-G

I1 o v e rv ie w .d g n

PROJECT VICINITY MAP

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

TOTALS

DREDGE AREAS

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

YARDS

CUBIC

TOTAL

DATE OF SURVEY AND COMMENCEMENT OF DREDGING.

INCLUDES EXPECTED SHOALING AMOUNT WHICH MAY OCCUR BETWEEN NOTE:

ARMY TERMINAL CHANNEL

ARMY TERMINAL TURNING BASIN

ANCHORAGE AREA-E

GRAVING DOCK CHANNEL

GRAVING DOCK TURNING BASIN

PUERTO NUEVO TURNING BASIN

PUERTO NUEVO CHANNEL

SABANA APPROACH CHANNEL

CRUISE SHIP BASIN WEST

SAN ANTONIO CHANNEL

P U

E N

T E E

S T

E V

E Z

BASE

BAR CHANNEL CUT-2

BAR CHANNEL CUT-3

BAR CHANNEL CUT-4

BAR CHANNEL CUT-5

ELEMENT

CONTRACT

(FT)

DEPTH

REQUIRED

(CY)

VOLUME

DEPTH

REQUIRED

(CY)

VOLUME

OVERDEPTH

ALLOWABLE

OPTION B

OPTION C

OPTION A

P R

O J

E C

T B

A S

E A

N D O

P T

N S

G-04

120,000 205,000 325,000

15,000 25,000 40,000

30,000 120,000

165,000 320,000 485,000

BASE

OPTION - A MITIGATION PROJECT NANA NA

OPTION - B

OPTION - C

90,000

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

CIUDAD DE SAN JUAN

C O M M O N W E A L T H O F P U E R T O R I C O

E S T A D O L I B R E A S O C I A D O D E P U E R T O R I C O

Y=890,000

Y=885,000

Y=880,000

Y=875,000

Y=870,000

X ,0

X .0

X ,0

Y=895,000

X ,0

BASE

ELEVATION AND LOCATION

CB-JH99-22

AND LOCATION

CORE BORING DESIGNATION

49.5

LEGEND:

ACCEPTANCE SECTION

PROJECT CHANNEL

AIDS TO NAVIGATION

DREDGING AREAS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

ODMDS BOUNDARY AREA

CHANNEL DATA POINT NO.

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

G E

N E

R A

T O C

E N

T E

R O

F O

D M

D S

F R

O M E

N D O

F C

H A

N N

E L

.3 N

A U

A L M

E S

GRAPHIC SCALE

BAHIA DE PUERTO NUEVO

CASTILLO SAN FELIPE DEL MORROISLA DE CABRAS

PUNTA PALO SECO

BAHIA DE SAN JUAN

PUNTA CATANO

LAGUNA DEL CONDADO

C A T A N O P U E B L O

EL B

OQUERON

O F

SAN

CARG

O T

ERM

ALS

SAN JUAN YACHT CLUB

SAN JUAN BAY MARINA

PUENTE D

OS HERMANOS

P U

E N

T E S

A N A

N T

O N

CANO DE SAN ANTONIO

A R

M Y T

E R

A L P

FORTÍ

SAN

GERÓNI

DEL

BOQUERÓN

B A

R C

H A

N N

E L

A N E G

A D

O C

H A N

N E L

SAN

ANTO

O A

ACH

CHANNEL

CRUSE TE

RMIN

ALS

PUERTO

NUEVO

CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

GRAVING DOCK CHANNEL

CHANNEL

SAN ANTONIO

ISLA GRANDE AIRPORT

LAGOON

ESPERANZA

P R

O J

E C

T O

V E

R V

W P

A R

T A

G-01a

-S

J H

-G

I1 o v e rv ie w .d g n

GS-SJH15-02

AND LOCATION

GRAB SAMPLE DESIGNATION

PROJECT VICINITY MAP

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

GENERAL NOTES:

P U

E N

T E E

S T

E V

E Z

6. SEE DWG. NO. G-02 FOR INDEX TO DRAWINGS.

DATA AND SURVEY NOTES.

5. SEE DWG. NO. C-19a FOR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS) CONTROL

4. SEE DWG. NO. C-01a FOR CHANNEL SURVEY NOTES.

3. SEE DWG NO. G-02a & G-03a FOR CHANNEL CONTROL DATA.

THE NORTH AMERICAN DATUM OF 1983 (NAD83 (1997)), U.S. SURVEY FEET.

ISLANDS STATE PLANE COORDINATE SYSTEM (ZONE 5200) AND REFERENCED TO

2. COORDINATES SHOWN ON THIS THESE DRAWINGS ARE BASED ON THE PUERTO RICO

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

1. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

C -1 3a

C-15a

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

D E

P A

R T

M E

N T O

F T

H E A

R M

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

CIUDAD DE SAN JUAN

C O M M O N W E A L T H O F P U E R T O R I C O

E S T A D O L I B R E A S O C I A D O D E P U E R T O R I C O

Y=890,000

Y=885,000

Y=880,000

Y=875,000

Y=870,000

X ,0

X .0

X ,0

Y=895,000

X ,0

C-14a

C -0 a

C -1 2a

C -0 a

C-05a

C-06a

C -0 9a

C -0 8a

C -0 a

C -1 a

Y=894,000

Y=892,000

Y=890,000

Y=888,000

Y=886,000

Y=884,000

Y=882,000

X ,0

1,000'500'0500'

G E

N E

R A

C O

N T

R O

L D

A T

A C

H A

N N

E L

-S

J H

-G

I1 p ln .d g n

NOTE:

G-02a

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

M A T

C H

E D

W G

G -0 a

S T

A A

N E

G A

D O C

H A

N N

E L

III

VII

101 102

104103

STA. 20+82.76 BAR CHANNEL CUT-2

STA.

6+5

5.4 4 B

AR C

HANNEL C

UT-3

STA.

.38 B

CHANNEL C

UT-

. 5

+9 3.

A R C

H A N

N E L

C U T-

S T A . 8

B A R C

H A N

N E L

C U T -6

R G

E .V

A R

R G

E .1

R G

E .V

A R

S R

G E .V

A R

R G

E .1

R G

E .V

A R

R G E .V

A R

R G

E .1

R G

E .V

A R

R G E .V

A R

R G E .1000

R G E .V

A R

R G E . 1400

R G E .1000

R G E . 600

C U T -6

C U

T -3

C U

T -4

C U

T -5

B A

R C

H A

N N

E L

A N E

G A

D O

C H

A N

N E L

STA. 0+00 BAR CHANNEL CUT-1

CUT-1 STA. 9+00.01 BAR CHANNEL

CUT-2 STA. 0+00 BAR CHANNEL

STA.

0+0

0 B

AR C

HANNEL C

UT-4

STA.

CHANNEL C

UT-

. 0

B A R C

H A N

N E L

C U T-

S T A . 0

N E G

A D

O C

H A N

N E L

STA. 0+00 BAR CHANNEL CUT-3

(Y) NORTHING(X) EASTING

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

CONTROL POINTS

CHANNEL CENTERLINE

(ZONE 5200) (NAD83(90)

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(90)

PUERTO RICO STATE PLANE COORDINATES

VII

III

763,100.83

762,555.04

762,248.07

762,016.11

761,893.24

761,925.91

761,940.03

884,978.61

885,568.32

886,076.22

886,613.68

887,257.51

889,340.01

890,239.91

885,276.52

884,680.70

885,924.18

885,214.60

886,269.01

885,883.45

886,765.70

886,460.69

887,251.23

887,263.78

889,333.74

889,346.29

890,233.63

890,246.18

763,367.76

762,833.91

762,874.72

762,238.03

762,612.21

761,883.92

762,450.89

761,578.31

762,293.19

761,493.29

762,325.86

761,525.96

762,339.98

761,540.08

REVISION: 12 NOVEMBER 2014

CONTAINED WITHIN THESE PLANS.

GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY

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

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

THE PPCPs LISTED ABOVE.

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

TO BE PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS ARE

CONSTRUCTION SURVEY POSITIONING CRITERIA:

MLLW CALIBRATION

TIDAL PPCP: ENTIRE PROJECTGAUGE 975 5371 SAN JUAN

PPCP: ENTIRE PROJECTBBBG63 975 5371 M

PPCP: ENTIRE PROJECT DE5461 SJH 44 COE 1991

PPCP: ENTIRE PROJECTTV1513 5371 A 1977 TIDAL

GAGE STATION ID

CHANNEL REACHNSRS PPCP NGSIDB/OPUS PID

DISTRICT "BENCH" DATABASE.

LOCAL PROJECT CONTROL POINTS (LPCP) ARE OBTAINED FROM THE JACKSONVILLE

OR GAGE STATION ID SHOWN FOR THE PPCP. NON-NSRS

NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID)

NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT

PRIMARY PROJECT CONTROL POINTS (PPCP):

DATUM OF 2002 (PRVD02).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE PUERTO RICO VERTICAL

GAGE 975 5371.

1983-2001 NATIONAL TIDAL DATUM EPOCH AS DETERMINED AT NOAA

PROJECT IS MEAN LOWER LOW WATER (MLLW), BASED ON THE NOAA

TIDAL REFERENCE MODEL -- THE TIDAL REFERENCE GRADE FOR THIS

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS

CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE

(SPCS) — ZONE 5200. MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT.

COORDINATES ARE SHOWN IN THE PR/USVI STATE PLANE COORDINATE SYSTEM

THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID

AMERICAN DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH

HORIZONTAL REFERENCE SYSTEM:

SAN JUAN HARBOR FRAMEWORK REPORT

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

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

NOTE:

Y=886,000

Y=884,000

Y=882,000

Y=880,000

Y=878,000

Y=876,000

Y=874,000

Y=872,000

X ,0

1,000'500'0500'

G E

N E

R A

-S

J H

-G

I1 p ln .d g n

C O

N T

R O

L D

A T

A C

H A

N N

E L

G-03a

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

M A T

C H

E D

W G

G -0 a

S T

A A

N E

G A

D O C

H A

N N

E L

IXIX

VIII

XII

XIII

3 4

24 44

25 42

RGE. 1000

RGE. 1175

RGE. 825 45

R G

E . 1

R G

E . 8

RGE.

R G

E . 1

R G

E .5

R G

E .5

IXV

STA. 45+26.25 ANEGADO CHANNEL

STA. 79+48.21 ARMY TERMINAL CHANNEL

XVI

RGE.

R G E . 600

R G E . 1400

A N E

G A

D O C

H A

N N E L

N A

PPR

A C

H C

H A

N N

DEEP DRAFT

ANCHORAGE - E

SAN ANTONIO CHANNEL

GRAVING DOCK CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

GRAVING DOCK

TURNING BASIN

ERTO

N U

EVO

ARMY TERMINAL

TURNING BASIN

SABANA APPROACH CHANNEL

PUERTO NUEVO

TURNING BASIN

STA. 72+13.25 ANEGADO CHANNEL

STA. 0+00 ARMY TERMINAL CHANNEL

STA. (-)1+02.23 SAN ANTONIO APPROACH CHANNEL

STA. 1+42.72 ARMY TERMINAL CHANNEL

STA. 0+00 PUERTO NUEVO CHANNEL

STA. 81+04.87 PUERTO NUEVO CHANNEL

STA. 0+00 PUERTO NUEVO TURNING BASIN

STA. 8+78.30 PUERTO NUEVO TURNING BASIN

STA. 79+07.27 GRAVING DOCK CHANNEL

STA. 17+71.50 PUERTO NUEVO TURNING BASIN

STA. 36+49.99 SAN ANTONIO APPROACH CHANNEL

STA. 0+00 SAN ANTONIO CHANNEL

STA. 0+00 GRAVING DOCK CHANNEL

A N

C H

O R

A G E A

R E A

- F

STA. 36+04.71 SAN ANTONIO CHANNEL

RGE.1000

R G E . 1000

RGE. 780.33

C R

N W

EST

C R

N E

(Y) NORTHING(X) EASTINGPI

CONTROL POINTS

CHANNEL CENTERLINE

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

XVI

XIV

XIII

XII

VIII

773,080.70

769,501.93

775,857.18

775,861.64

775,866.02

768,971.59

768,463.97

768,473.08

766,471.87

883,739.66

884,171.29

878,407.95

877,514.78

876,636.49

872,375.53

880,307.52

880,165.09

881,958.17

769,179.87

769,254.89

769,138.41

769,041.26

768,794.86

768,931.59

768,640.74

768,502.89

768,311.72

768,246.35

768,551.24

768,396.45

768,258.87

767,759.80

767,786.04

766,965.65

766,845.44

766,505.71

766,483.39

770,982.99

773,131.10

773,054.39

766,055.85

764,216.55

776,385.78

775,716.04

775,248.49

773,586.59

769,257.76

768,740.80

776,397.91

775,324.45

776,389.87

773,577.76

775,517.29

775,329.06

775,334.13

768,141.05

768,134.56

768,673.68

770,866.86

770,278.07

769,854.31

768,996.26

768,655.94

768,391.51

768,323.52

767,679.75

767,891.66

768,880.10

770,699.13

771,195.17

769,657.71

768,209.86

767,655.82

767,030.52

767,676.76

769,678.47

771,763.72

771,799.65

770,930.68

770,051.36

769,246.39

768,805.37

767,512.50

766,573.68

765,921.94

765,768.93

872,298.53

872,598.18

872,627.34

872,239.32

872,301.01

872,847.08

872,919.90

872,369.36

873,683.39

874,704.77

876,203.67

885,038.53

884,606.89

884,576.43

884,146.39

883,943.18

884,428.51

884,344.36

883,530.65

884,267.93

884,157.55

883,521.56

880,249.76

883,441.85

879,191.37

879,734.44

879,014.48

878,587.42

879,820.80

878,721.96

876,759.49

878,444.38

878,371.39

878,564.04

876,215.24

877,528.78

876,513.49

872,457.96

873,386.26

874,290.52

873,752.59

873,388.71

873,832.15

874,730.07

880,048.00

878,699.61

879,762.02

880,338.84

881,223.11

880,337.48

879,650.77

880,151.78

881,673.98

881,304.36

881,434.43

881,994.70

882,466.70

883,928.74

883,677.23

883,975.07

884,286.69

884,726.07

884,993.19

884,034.04

883,089.73

882,404.02

883,121.98

883,125.08

HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

SURVEY CONTROL

SJH 44

975 5371 M

975 5371 A TIDAL

DE5461

DO1557

TV1513

883,440 SC

883,517.67

883,443.27

765,980 SC

766,114.27

765,983.47

4.26

4.83

4.38

5.03

5.59

5.14

DESIGNATION PID NORTHING EASTING PRVD02 MLLW

(ZONE 5200) (NAD83(2011)

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(97)

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(97)

PUERTO RICO STATE PLANE COORDINATES

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

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

975 5371 A T

975 5371 M

82.7

82.5

82.4

82.3

82.2

81.9

81.8 81.7

81.5

81.4

81.3

81.3 81.3

81.2

81.1

81.1 80.9

80.8

80.5

80.2

80.1

80.0

79.9

79.7

79.6

79.5 79.3

79.3

79.2

79.1

79.0

78.9

78.8

78.7

78.6

78.4

78.3

78.2

78.1

78.0

77.9

77.9 77.9

77.9

77.8

77.7

77.6

77.5

77.4

77.3

77.2

77.1

77.0

76.9

76.8

76.8 76.8

76.8

76.7

76.6

76.5

76.4

76.3

76.2

76.1

75.9

75.8

75.8 75.8

75.8

75.7

75.6

75.6 75.6

75.6

75.5

75.4

75.3

75.2

75.1

75.0

74.9

74.8

74.7

74.7 74.7

74.7

74.6

74.5

74.4

74.3

74.2

74.1

74.0

73.9

73.8

73.7

73.6

73.5

73.4

73.4 73.4

73.4

73.3

73.2

73.1

73.0

72.9

72.8

72.7

72.6

72.5

72.4

72.3

72.2

72.1

72.0

71.9

71.8

71.7

71.6

71.6 71.6

71.6

71.5

71.4

71.3

71.2

71.1 71.1

71.1

71.0

70.9

70.8

70.7

70.6

70.5

70.4

70.4 70.4

70.3

70.2

70.1 70.1

70.1

70.0

69.9

69.8

69.8 69.8

69.8

69.7 69.6

69.6

69.5

69.5 69.5

69.5

69.4

69.4 69.4

69.4

69.3

69.2

69.1

69.0

69.0 69.0

68.9

68.8

68.8 68.8

68.8

68.7

68.6 68.6

68.5

68.4

68.3

68.2

68.1

68.0

67.9

67.8

67.7

67.6

67.5

67.4

67.3

67.2

67.1

67.0

66.9

66.8

66.7

66.7 66.7

66.6

66.5

66.4

66.3

66.1

66.0

65.8

65.8 65.8

65.7

65.7 65.7

65.6

65.6 65.6

65.5

65.5 65.5

65.5

65.4

65.3

65.2

65.1 65.1

65.1

64.8

64.7

64.6

64.5

64.4

64.3

64.2

64.1

64.0 64.0

64.0

64.0 64.0

63.9

63.8

63.7

63.6

63.5

63.4

63.3

63.2

63.1

63.1 63.1

63.1

63.0

62.9

62.8

62.7

62.7 62.7

62.7

62.6

62.5

62.4

62.3

62.2

62.1

62.1 62.1

62.1

62.0

61.9

61.8

61.7

61.6

61.5

61.4

61.3

61.1

61.0

60.9

60.8

60.7

60.7 60.7 60.7

60.7

60.6

60.5

60.4

60.3

60.2

60.1

60.0

59.9

59.8

59.7

59.6

59.5

59.4

59.3

59.2

59.1

59.0

58.9

58.8 58.8

58.7

58.6

58.5

58.4

58.4 58.4

58.4

58.4 58.4

58.4

58.3

58.3 58.3

58.3

58.2

58.1

58.1 58.1

58.1

58.1 58.0

58.0

58.0 58.0

57.9

57.9 57.9

57.9

57.9 57.8

57.8

57.8 57.8

57.8

57.8 57.7

57.7

57.7 57.7

57.7

57.7 57.6

57.6

57.6 57.6

57.5

57.4

57.4 57.3

57.3

57.3 57.3

57.3

57.3 57.3

57.3

57.3 57.3

57.3

57.3 57.3

57.3

57.2

57.2 57.2

57.2

57.2 57.2

57.2

57.2 57.1

57.1

57.1 57.1

57.1

57.1 57.1

57.1

57.1 57.1

57.1

57.1 57.1

57.1

57.1 57.1

57.0

57.0 57.0

57.0

57.0 57.0

57.0

57.0 57.0

57.0

57.0 57.0

57.0

56.9

56.9 56.9

56.9

56.9 56.9

56.9

56.9 56.9

56.9

56.8

56.8 56.8

56.8

56.8 56.8

56.8

56.8 56.8

56.8

56.7

56.6

56.6 56.6

56.6

56.6 56.6

56.6

56.6 56.6

56.6

56.6 56.6

56.6

56.6 56.6

56.6

56.6 56.6

56.6

56.5

56.5 56.5

56.5

56.5 56.5

56.5

56.5 56.5

56.5

56.5 56.5

56.5

56.4

56.4 56.4

56.4

56.4 56.4

56.4

56.4 56.4

56.3

56.3 56.3

56.3

56.3 56.3 56.3

56.3

56.3 56.3

56.3

56.3 56.3

56.3

56.3 56.3

56.2

56.2 56.2

56.2

56.2 56.2

56.2

56.2 56.2

56.2

56.2 56.2

56.2

56.1

56.1 56.1

56.1

56.1 56.1

56.1

56.1 56.1

56.1

56.0

56.0 56.0

56.0

56.0 56.0

56.0

56.0 56.0

56.0

55.9

55.9 55.9

55.9

55.9 55.9

55.9

55.9 55.9

55.9

55.9 55.9

55.9

55.8

55.8 55.8 55.8 55.8

55.8

55.8 55.8

55.8

55.8 55.8 55.8

55.8

55.8 55.7

55.7 55.7 55.7

55.7

55.7 55.7

55.7

55.6

55.6 55.6

55.6

55.6 55.6

55.6

55.6 55.6

55.6

55.6 55.6

55.6

55.6 55.6

55.5

55.5 55.5

55.5

55.4

55.4 55.3

55.3 55.3

55.3

55.3 55.3

55.3

55.3 55.3

55.3

55.2

55.2 55.2

55.2

55.1

55.1 55.1

55.1

55.1 55.1 55.0

55.0

55.0 55.0

55.0

55.0 55.0 55.0

55.0

54.9

54.9 54.9

54.9

54.8

54.8 54.8

54.8

54.8 54.8

54.8

54.8 54.8

54.8

54.8 54.8

54.7

54.7 54.7

54.7 54.7 54.7

54.7

54.6

54.5

54.5 54.5

54.5

54.4

54.4 54.4

54.4

54.3

54.3 54.3

54.3

54.2

54.2 54.2

54.2

54.1

54.0 54.0 54.0

54.0

54.0 54.0

54.0

53.9

53.9 53.9 53.9

53.9 53.9

53.9

53.8

53.8 53.8

53.8

53.7

53.6

53.5

53.4

53.3

53.2

53.1 53.1

53.1

53.0

53.0 53.0

53.0

52.9

52.8

52.7

52.6

52.5

52.5 52.4

52.4

52.3

52.3 52.3

52.2

52.1

52.0

52.0 52.0

51.9

51.9 51.9

51.8

51.8 51.7

51.7

51.6

51.6 51.6

51.6

51.5

51.4

51.3

51.2

51.1

51.0

51.0 51.0

51.0

51.0 50.8

50.8

50.7

50.7 50.7

50.7

50.6

50.4

50.3

50.2

50.1

50.1 50.0

50.0

49.9 49.7

49.6

49.6 49.6

49.5

49.5 49.5

49.4 49.4 49.3

49.1

49.1 49.0

48.9

48.8

48.7

48.6

48.6 48.6 48.6

48.5 48.4

48.4

48.4 48.3

48.2

48.2 48.0

47.8

47.6

47.5

47.4 47.4 47.4

47.2

47.1

47.0

46.9

46.7

46.6

46.5 46.5 46.4

46.4

46.2

46.0 45.9

45.8 45.8

45.7

45.5

45.4

45.3

44.9

44.7

44.6

44.3 44.3

44.2

44.0

43.8

43.6

43.5

43.5 43.5 43.4 43.2

43.1

43.0

43.0 43.0

42.9

42.8

42.7

42.5

42.3

42.2

42.1

42.1 42.1

41.9

41.8

41.7 41.7

41.6 41.5

41.4

41.3

41.3 41.2

41.2

41.1

41.0

41.0 41.0

40.9

40.8

40.7

40.6 40.5

40.5

40.4

40.3

40.2

40.1 40.0

39.7

39.6

39.5

39.1

39.0

38.9

38.8

38.6

38.3

38.1

37.8

37.6

37.0

36.9 36.9

36.8

36.5 36.4

36.3

36.2

36.1

35.8

35.7

35.6

35.5 35.5

35.5

35.4

35.3

35.2

35.1

35.0

34.9

34.8

34.8 34.7

34.6

34.5

34.4

34.2

34.0

33.9 33.9

33.9

33.8

33.4

33.3

33.2

33.1

33.0 33.0

33.0

32.9

32.8

32.8 32.7 32.7

32.7

32.6

32.5

32.4

32.4 32.4

32.3

32.2

32.1

32.0

31.9

31.9 31.9

31.8

31.7

31.6 31.6

31.6

31.5

31.4 31.1

31.1

30.9

30.8 30.7

30.6

30.5

30.4 30.3

30.3

30.1

30.0

29.9

29.8

29.7

29.5

29.2

29.1 29.1

29.0 28.8

28.7

28.5

28.2

28.0

27.9

27.6

27.6 27.5

27.1

26.9

26.7

26.6

26.4

26.3

S T

26.2

25.9

25.7

25.7 25.4

24.9

24.7

24.6

24.2

23.9

23.5

23.4

23.3

23.3 22.7

22.7

22.4

22.3

22.2

22.0

21.7

21.5 21.5

21.3

21.1

20.9

20.7

20.5

20.1

19.3

19.2 18.9

18.9

18.7 18.5

18.4

18.3

17.9

17.9 17.8

17.8 17.4

17.4

17.3

17.2

16.8

16.2

15.8 15.3

15.2 14.9

S T

A .7

S T

A .0

APPROXIMATE SHORELINE

200'100'0100'

-S

J H

-C

N p ln .d g n

D R

E D

G P

L A

RGE. 1000

RGE. 1400

RGE. 600

CUT-2CUT-1

CUT-3

P.I. STA. 0+00 CUT-3

P.I. STA. 20+82.76 CUT-2

P.I. STA. 0+00 CUT-2

P.I. STA. 0+00 CUT-1

S T

A . 0

U T -1

S T

A C

U T -1

S T

A C

U T -2

S T

A C

U T -2

S T

A C

U T -2

RGE. 10

RGE. V

ARIE

RGE. VARIES

DEL MORRO

CASTILLO DE SAN FELIPE

S T

U T -1 T

H R

U S

T A

U T -3

NORTHERLY PROJECT LIMIT

P.I. STA. 9+00.01 CUT-1

S T

BAR CHANNEL

ATLANTIC OCEAN

Y ,5

Y ,0

Y ,5

Y ,0

Y ,5

X=763,500

X=762,500

X=762,000

X=761,500

X=761,000

X=760,500

Y ,0

X=763,000

C-01a

M A

T C

H L

E D

W G . C

-0 a S

T A . 2

U T -3

OVERDEPTH2-FOOT ALLOWABLEDEPTH PLUS51-F

OOT REQUIR

RGE. 72

RGE. 725

NOTE:

RGE.750

(OPTION B)

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

RGE. 675

KEY PLAN

NOT TO SCALE

C -0 a

C -02a

C -03a

C -04a

C -1 a

C-a

C -0 a

C-06a

C-05a

C -1 2a

C -1 3a

C-14a C-15a

C-16a

PLANE COORDINATES

AIDS TO NAVIGATION

CHANNEL SURVEY NOTES:

BASE STATION POINT.

TIDAL A", LOCATED ON THE EDGE OF USCG BULKHEAD ADJACENT TO THE

A MEASURE DOWN POINT WAS SET FROM SURVEY MONUMENT "975 5371

MLLW ELEVATION: 5.15'

TIDE STAFF LOCATED FROM "975 5371 A TIDAL"

REFERENCE BASE LOCATED AT "975 5371 A TIDAL" (PID: TV1513)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK)GPS

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

PROJECTION FOR PR & VI, ZONE 1, NORTH AMERICAN DATUM OF 1983 (NAD83).

5. PLANE COORDINATES ARE BASED ON THE LAMBERT CONFORMAL CONIC

(+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A

(KTD) MODEL. KTD FILE NAME IS "SANJUAN-2011APRIL06.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC (RTK)

TIDAL EPOCH.

MEAN LOWER LOW WATER (MLLW) TIDAL DATUM RELATIVE TO THE 1983-2001

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED

1. REFER TO SURVEY NO. 16-071.

SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-3405 APR 2016SAN ANTONIO CHANNEL, USCG SAN JUAN

ANEGADO CHANNEL

SAN ANTONIO CHANNEL, USCG SAN JUAN,

SB-3404 APR 2016BAR CUTS 1 - 6, PUERTO NUEVO CHANNEL,

CHANNEL, ANEGADO CHANNEL

SB-3403 APR 2016PUERTO NUEVO CHANNEL, ARMY TERMINAL

NUEVO CHANNEL

SB-3402 APR 2016PUERTO NUEVO TURNING BASIN, PUERTO

GRAVING DOCK CHANNEL

SB-3401 APR 2016SAN ANTONIO APPROACH CHANNEL,

SB-3431 MAR 2016SAN ANTONIO APPROACH CH., USCG STA.

VESSELDATE OF SURVEYCUT

SHOWN ARE IN HIGH FREQUENCY.

DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS

VERTICAL MEASUREMENTS WERE MADE USING A ROSS 835 SMARTSOUNDER

NOAA TIDAL STATION 975-5371 USED FOR ALL CUTS. (PID: TV1513)

SPECIFIED BELOW:

HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES

ADMINISTRATION (NOAA). SURVEY WAS CALIBRATED TO THE PUBLISHED MLLW

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

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

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

LT. BUOY-2 (04/16)

LT. BUOY-3 (04/16)

888,339

888,026

761,465

762,361

LT. BUOY-4 (04/16)

LT. BUOY-5 (04/16)

887,252

887,272

761,459

762,263

G S -S

J H

-4

OVERDEPTH

2-FOOT ALLOWABLE

DEPTH PLUS

53-FOOT REQUIRED

(OPTION B)

"R L B -2

"R L B -4

"G L B -3

"G L B -5

59.8

59.7 59.7 59.6

59.6

59.4

59.3

59.2

59.1

59.0

59.0 59.0

59.0

58.9

58.8

58.7

58.6

58.5

58.4

58.3

58.3 58.3

58.2

58.1

58.0

57.9 57.9

57.9

57.8

57.7 57.6

57.6

57.6 57.6 57.6

57.6

57.5

57.4

57.3

57.3 57.3

57.3

57.2

57.2 57.1

57.1

57.1 57.0

57.0

57.0 57.0

57.0

56.9

56.9 56.9

56.9

56.8

56.7

56.6 56.6

56.6

56.5 56.5

56.5

56.5 56.4

56.4

56.3

56.2

56.1

56.1 56.1

56.1

56.0 56.0

56.0 55.9

55.9

55.8

55.8 55.8

55.8

R G E. 1335

55.7

55.6 55.6

55.6

55.5

55.4

55.4 55.4

55.3

55.1

55.1 55.1 55.1

55.1

55.0

54.9

54.8

54.7

54.6

54.5

54.4

54.3

54.2 54.2 54.2

54.2

54.1

54.0

53.9

53.8

53.8 53.8

53.8

53.7

53.6

53.5

53.4

53.3

53.3 53.3

53.3

53.2

53.1

53.0

52.9

52.9 52.9

52.9

52.8

52.7 52.7

52.7

52.6

52.6 52.6

52.6

52.5 52.5 52.5

52.5

52.5 52.5

52.5

52.4

52.3

52.3 52.3

52.3

52.2

52.2 52.1

52.1

52.1 52.1

52.1

52.0

52.0 52.0

52.0

51.9

51.9 51.9

51.9

51.8

51.8 51.8

51.8

51.7

51.7 51.7

51.7

51.6

51.5

51.4

51.3

51.2

51.1

51.0

51.0 51.0

51.0

51.0 51.0

51.0

50.9

50.9 50.9 50.9

50.9

50.9 50.9

50.9

50.8 50.8

50.8

50.8 50.8

50.8

50.7

50.6

50.6 50.6

50.5

50.5 50.5

50.5

50.4

50.4 50.4

50.4

50.4 50.4

50.4

50.3

50.3 50.3

50.3

50.2

50.2 50.2

50.2

50.2 50.2 50.2

50.2

50.1

50.1 50.1

50.1

50.0 50.0

50.0

50.0 50.0

50.0

49.9

49.9 49.8

49.8

49.7

49.6

49.5

49.5 49.5

49.5

49.5 49.5

49.5

49.4

49.4 49.4

49.4

49.3

49.3 49.3

49.3

49.2

49.1

49.0

49.0 49.0

49.0

48.9

48.8

48.8 48.8

48.8

48.7

48.7 48.7

48.7

48.6

48.6 48.6

48.6

48.5

48.4

48.4 48.4

48.4

48.3

48.2

48.2 48.2

48.2

48.1

48.0

47.9

47.9 47.9

47.9

47.8

47.7

47.6

47.6 47.6

47.6

47.5

47.4

47.3

47.3 47.3

47.3

47.3 47.3

47.3

47.2

47.1

47.1 47.1

47.1

47.0

47.0 47.0

47.0

46.9

46.9 46.9

46.9

46.8

46.8 46.8

46.8

46.8 46.8

46.8

46.8 46.8

46.7

46.7 46.7

46.7

46.6

46.6 46.6

46.6

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.5 46.4

46.4 46.4

46.4

46.4 46.4

46.4

46.3

46.3 46.3 46.3 46.3

46.3

46.3 46.3

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.0

46.0 46.0

45.9

45.8

45.8 45.8

45.8

45.8 45.8

45.8

45.8 45.8

45.7

45.7 45.7

45.7

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.5 45.5

45.5

45.4

45.4 45.4

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.7

44.7 44.7

44.7

44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.4

44.3

44.3 44.3

44.3

44.3 44.3

44.3

44.2

44.2 44.2

44.1

44.1 44.1

44.1

44.1 44.1 44.1

44.1

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.7

43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.7

43.7 43.7

43.7

43.6

43.6 43.6

43.6

43.6 43.6 43.6 43.6

43.6

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5

43.5

43.5 43.5

43.4 43.4

43.4

43.4 43.4

43.4

43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2 43.2

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.0

43.0 43.0

43.0

42.9

42.9 42.9 42.9

42.9

42.9 42.9

42.9

42.8

42.8 42.8 42.8

42.8

42.8 42.8 42.8

42.7

42.7 42.6

42.6

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.5 42.5 42.4

42.4

42.3

42.3 42.3

42.3

42.2

42.1

42.0

42.0 42.0

42.0

42.0 42.0

42.0

41.9

41.8

41.7

41.7 41.7 41.7

41.7

41.6

41.6 41.6

41.5

41.5 41.4

41.4

41.3

41.2

41.1

41.1 41.1

41.0

40.9

40.8

40.7

40.6

40.6 40.6

40.6

40.5

40.4

40.3

40.2

40.1

40.0

39.9

39.9 39.9

39.9

39.8

39.7

39.6

39.6 39.6

39.6

39.5

39.4

39.3

39.2

39.1

39.1 39.1

39.1

39.0

38.9

38.8

38.7

38.6

38.5

38.5 38.5

38.5

38.4

38.3

38.2

38.1

38.0

38.0 38.0

37.9

37.8

37.6

37.5

37.4

37.3

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.5

36.5 36.4

36.4 36.4

36.4

36.3

36.2

36.1 36.0

35.9 35.9

35.9

35.7

35.6

35.5 35.5

35.4

35.3

35.2

35.0

34.9

34.9 34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.1 34.1

34.1

34.0

34.0 33.8

33.8

33.7

33.5

33.4 33.4

33.4

33.2

33.1

33.1 33.1

33.0

32.9 32.9

32.9

32.9 32.8

32.7

32.6

32.5 32.5

32.5

32.4 32.4

32.4

32.3

32.2

32.1

32.0

31.9

31.8

31.7

31.6

31.5

31.4 31.4

31.4

31.3

31.1

31.0 31.0

31.0

30.8

30.7

30.6 30.6 30.6

30.4

30.4 30.4

30.3

30.1

30.0

29.7 29.6

29.6

29.5

29.4 29.4

29.3

29.1

29.0

28.9

28.8

28.7

28.5 28.4

28.4

28.3

28.1

28.0

27.9

27.8

27.7

27.5 27.5

27.3

27.2

27.1

26.9

26.9 26.6

26.4 26.4

26.3

26.2

26.1

26.0

25.7 25.5

25.5

25.5 25.3

25.1

25.0

24.9

24.8

24.7

24.6

24.5

24.4

24.2

23.9

23.7 23.7 23.5

23.4

23.3

23.2 23.1

22.9

22.7

(O P T

N B

-F

O O

T A

L L O

W A

B L E O

V E R

D E P T

-F

O O

T R

E Q

E D D

E P T

H P

L U S

22.4

22.3

22.2

22.2 21.9

21.7

21.6

21.5

21.5 21.3

21.3 21.1

21.0

21.0 20.8

20.8

20.7

20.7 20.7

20.6

20.1

20.0

19.8

19.8 19.4

19.3

19.2

18.9

18.8

18.4

18.3

17.9

17.8

17.7

17.2

16.8 16.1

15.8

APPROXIMATE SHORELINE

200'100'0100'

-S

J H

-C

N p ln .d g n

D R

E D

G P

L A

C U T -3

CUT-4

CUT-5

CUT-6

P. I. STA. 0+00 CUT-5

P. I. STA. 5+93.46 CUT-5

P. I. STA. 0+00 CUT-6

P. I. STA. 0+00 ANEGADO CHANNEL

S T A C

U T -3

S T

A C

U T -4

S T

A C

U T -5

S T

A C

U T -6

S T

A A

N E

G A

RGE. 600

RGE. 1000

RGE. 1400

RGE. VARIES

R G E. 1000

R G E . V

A R

6, Y

7, S T

U T -3 T

H R

U S

T A

P. I. STA. 8+03.52 CUT-6

P. I. STA. 5+85.38 CUT-4

P. I. STA. 6+55.44 CUT-3

BAR CHANNEL

BAHIA DE SAN JUAN

ANEGADO CHANNEL

Y =8

8, X ,0

X ,5

X ,0

X ,5

C-02a

M A

T C

H L

E D

W G C -0 a S

T A C

U T -3

M A

T C

H L

E D

W G

C -0 a S

T A

N E

G A

D O C

H A

N N

E L

2-FOOT ALLOW

ABLE OVERDEPTH

48-FOOT REQUIRED DEPTH PLUS

NOTE:

R G E. 725

P. I. STA. 0+00 CUT-4

(OPTION B)

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

2-FOOT ALLOWABLE OVERDEPTH

48-FOOT REQUIRED DEPTH PLUS

RGE. 700

RGE. 775

S T

A .3

S T A

S T A .4

S T A

KEY PLAN

NOT TO SCALE

C -0 a

C -02a

C -03a

C -04a

C -1 a

C-a

C -0 a

C-06a

C-05a

C -1 2a

C -1 3a

C-14a C-15a

C-16a

PLANE COORDINATES

AIDS TO NAVIGATION

PLANE COORDINATES

AIDS TO NAVIGATION

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

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

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 C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

S T

A .4

S T

A .4

LT. BUOY-6 (04/16) 761,581 886,458

LT. BUOY-7 (04/16) 762,648 886,259

LT.BUOY-8 (04/16) 762,217 885,096

LT. BUOY-9 (04/16) 763,294 885,284

LT. BUOY-11 (04/16)

G S -S

-4

G S -S

-4

G S -S

-4

G S -S

-4

G S -S

-4

G S -S

-4

G S -S

-4

-8

-6

-9

"G B L- 7"

RGE. VARIES

49.9

49.7

49.7 49.7

49.7

49.6

49.6 49.6

49.6

49.6 49.6

49.6

49.5

49.4

49.4 49.4

49.4

49.4 49.4

49.4

49.3

49.3 49.3

49.3

49.2

49.1

49.0 49.0

49.0

49.0 49.0

49.0

48.9

48.8

48.7

48.6 48.6

48.6

48.5

48.5 48.5

48.5

48.4

48.3

48.2

48.2 48.2

48.1 48.1

48.1

48.1 48.0

48.0

48.0 48.0 48.0

48.0

48.0 47.9

47.9

47.9 47.9

47.9

47.9 47.9

47.9 47.8

47.8

47.7

47.6

47.6 47.6

47.6

47.6 47.6

47.6

47.5 47.5

47.5

47.5 47.5

47.5

47.4

47.4 47.4 47.4

47.4

47.3

47.3 47.3

47.3

47.3 47.3 47.3 47.3

47.2

47.2 47.2

47.2

47.2 47.2

47.2

47.2 47.2

47.2

47.1

47.1 47.1

47.1

47.1 47.1

47.1

47.1 47.1

47.1

47.0

47.0 47.0

47.0

47.0 47.0

47.0

47.0 47.0

47.0

46.9

46.9 46.9

46.9

46.9 46.9

46.9

46.8 46.8

46.8

46.8 46.8

46.8

46.8 46.8

46.8

46.7 46.7

46.7

46.7 46.7

46.7

46.6

46.6 46.6

46.6

46.6 46.6

46.5

46.5 46.5

46.5

46.5 46.5

46.5

46.4

46.4 46.4

46.4

46.4 46.4

46.4

46.3

46.3 46.3

46.3

46.3 46.3

46.3

46.2

46.2 46.2

46.2

46.1

46.1 46.1

46.1

46.0

46.0 46.0

46.0

46.0 46.0

46.0

45.9

45.9 45.9

45.9

45.9 45.9

45.9

45.8 45.8

45.8

45.8 45.8

45.8

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.7 45.7

45.7

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.5 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.4

45.4 45.4

45.3

45.3 45.3

45.3

45.3 45.3

45.3

45.3 45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2 45.2 45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0 45.0

45.0 45.0

45.0

45.0 45.0

44.9

44.9 44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8 44.8 44.8

44.8

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7

44.7

44.7 44.7 44.7

44.7

44.7 44.7

44.

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