W912EP23B0008 PLANS_San Juan Harbor Deepening_FY22_20230307.pdf

PDF 30 MB Posted Mar 7, 2023

Attached to: San Juan Harbor Construction and Maintenance Dredging, 44-Foot and 36-Foot Project, San Juan, Puerto Rico
Solicitation number: W912EP23B0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for construction and maintenance dredging services in designated areas of the San Juan Harbor in Puerto Rico. Work includes deepening and widening several federal navigation channels and berthing areas to depths ranging from 36 to 47 feet, as well as maintenance dredging of other areas. All dredged material will be disposed of in the San Juan Ocean Dredge Material Disposal Site. Services will also include environmental, turbidity, and vibration monitoring. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Jacksonville for performance in San Juan, Puerto Rico. The base work and two option periods will be awarded as a single contract.

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Other files

File	Type	Posted
Revised Bid Abstract W912EP23B0008 San Juan Harbor.pdf	PDF	May 10, 2023
Bid Abstract W912EP23B0008 San Juan Harbor.pdf	PDF	May 10, 2023
W912EP23B0008 AMENDMENT 0007 FINAL.pdf	PDF	Apr 28, 2023
W912EP23B0008 AMENDMENT 0006 FINAL 04212023.pdf	PDF	Apr 21, 2023
W912EP23B0008 AMENDMENT 0005 FINAL 04172023.pdf	PDF	Apr 17, 2023
W912EP23B0008 AMENDMENT 0004 FINAL 04102023.pdf	PDF	Apr 10, 2023
W912EP23B0008 AMENDMENT 0003 FINAL 03312023.pdf	PDF	Mar 31, 2023
W912EP23B0008 AMENDMENT 0002 FINAL 03292023.pdf	PDF	Mar 29, 2023
W912EP23B0008 Pre Solicitation Site Visit Memo and Attendance Roster.pdf	PDF	Mar 23, 2023
W912EP23B0008 Pre Bid Conference Memo and Attendance Roster.pdf	PDF	Mar 23, 2023
W912EP23B0008 PRE BID CONFERENCE SLIDES.pptx	PPTX presentation	Mar 23, 2023
W912EP23B0008 Amedment 0001 San Juan Harbor.pdf	PDF	Mar 10, 2023
W912EP23B0008 San Juan Harbor - GDR.pdf	PDF	Mar 7, 2023
W912EP23B0008 San Juan Harbor VOL 1 Specs.pdf	PDF	Mar 7, 2023
W912EP23B0008 ES_PR Puma Energy Dredging to -47 ft Flattened Slope Drained Stability.pdf	PDF	Mar 7, 2023
W912EP23B0008 San Juan Harbor VOL 2 Specs.pdf	PDF	Mar 7, 2023
W912EP23B0008 Dredge Offset Recommendations.pdf	PDF	Mar 7, 2023
W912EP23B0008 PUMA Energy Bathyemtry Survey Sections.pdf	PDF	Mar 7, 2023

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S A N J U A N H A R B O R

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PROJECT OVERVIEW

of Engineers

US Army Corps

SOLICITATION NO.:

C-15

C-17

C-16

C-19

DREDGING PLAN - CUT-3 STA. 2+00 TO AC STA. 6+00

DREDGING PLAN - AC STA. 6+00 TO AC STA. 36+00

DREDGING PLAN - AC STA. 36+00 TO AC STA. 66+00

DREDGING PLAN - AC STA. 66+00 TO ATC STA. 13+00

DREDGING PLAN - ATC STA. 13+00 TO ATC STA. 46+00

DREDGING PLAN - SAAC STA. 5+00 TO SAAC RGE 1000

CIVIL

CHANNEL CONTROL DATA - EXISTING CHANNEL

CHANNEL CONTROL DATA - PROJECT CHANNEL

L A G O O N

C O N D A D O

ABBREVIATIONS AND SYMBOLS

SAN JUAN HARBOR

SAN JUAN, PUERTO RICO

CONSTRUCTION AND MAINTENANCE DREDGING

C-23

C-20

C-22

C-21

DISPOSAL PLAN - ODMDS

TYPICAL CROSS SECTIONS - EXISTING STRUCTURES

DREDGING PLAN - GDC STA. 57+00 TO GDC STA. 27+00

G-08 NON-FEDERAL BERTHING LIMITS

C-06a

C-06b

C-07a

C-07b

C-08a

C-08b

C-09a

C-09b

C-12a

C-12b

C-13a

C-13b

C-14a

C-14b

DREDGING PLAN (FEDERAL) - ATC STA. 46+00 TO PNC STA. 19+00

DREDGING PLAN (FEDERAL) - PNC STA. 19+00 TO PNC STA. 47+00

DREDGING PLAN (FEDERAL) - PNC STA. 47+00 TO PNC STA. 77+00

DREDGING PLAN (FEDERAL) - PNC STA. 77+00 TO GDC STA. 57+00

DREDGING PLAN (FEDERAL) - SAAC RGE 1000 TO SAAC STA. 34+00

DREDGING PLAN (FEDERAL) - SAAC STA. 34+00 TO SAC STA. 23+00

DREDGING PLAN (FEDERAL) - SAC STA. 23+00 TO SAC STA. 46+54.71

DREDGING PLAN (NON-FEDERAL) - SAC STA. 23+00 TO SAC STA. 46+54.71

DREDGING PLAN (NON-FEDERAL) - SAAC STA. 34+00 TO SAC STA. 23+00

DREDGING PLAN (NON-FEDERAL) - SAAC RGE 1000 TO SAAC STA. 34+00

DREDGING PLAN (NON-FEDERAL) - PNC STA. 77+00 TO GDC STA. 57+00

DREDGING PLAN (NON-FEDERAL) - PNC STA. 47+00 TO PNC STA. 77+00

DREDGING PLAN (NON-FEDERAL) - PNC STA. 19+00 TO PNC STA. 47+00

DREDGING PLAN (NON-FEDERAL) - ATC STA. 46+00 TO PNC STA. 19+00

C-24

C-25

C-26

SIDE SLOPE PLAN FOR PAYMENT

CROSS SECTIONS (FEDERAL) - CUT-6 & ANEGADO CHANNEL

CROSS SECTIONS (FEDERAL) - ATC & ATTB

CROSS SECTIONS (FEDERAL) - ATTB & PNC

CROSS SECTIONS (FEDERAL) - PNTB, GDC & SAAC

CROSS SECTIONS (FEDERAL) - CSBW & SAC

CROSS SECTIONS (NON-FEDERAL) - ATTB & PNC

CROSS SECTIONS (NON-FEDERAL) - PNC, SAC & CSBW

CROSS SECTIONS (NON-FEDERAL) - SAC

W912EP23B0008

44-FOOT & 36-FOOT PROJECT

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IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

CORE BORING

P-SJH99-22

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

GENERAL NOTES

LEGEND - NAVIGATION REFERENCE SYMBOL KEY SURVEY NOTES - CHANNEL

GENERAL SYMBOLOGY

ACCEPTANCE SECTION

PROJECT CHANNEL

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ELEVATION AND LOCATION49.5

ODMDS BOUNDARY AREA

COASTLINE

EXISTING BOTTOM

CALIBRATION POINT

VERTICAL CONTROL/TIDE

CONTROL POINT

HORIZONTAL AND VERTICAL

PRIMARY PROJECT CONTROL POINTS

PRIMARY PROJECT CENTERLINE POINTS

CHANNEL CENTERLINE

CHANNEL LIMIT

WIDENER LIMIT

CHANNEL CENTERLINE

FEDERAL DREDGING AREAS

NON FEDERAL DREDGING AREAS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

IDENTIFICATION

C-16

CROSS SECTION

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

TITLE

SHOWN

DRAWING WHERE

INDENTIFICATION

DRAWING WHERE SHOWN IN PLAN VIEW

400'0 200'20' 40'0

GRAPHIC SCALE

HORIZONTALVERTICAL

HARDBOTTOM

SURVEY NOTES - ODMDS DISPOSAL

1110-2-1003, HYDROGRAPHIC SURVEYING, 1 JAN 02.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM

12. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL AND QUALITY ASSURANCE

THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING GENERAL CONDITIONS AT

11. THE INFORMATION DEPICTED IN THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS MADE

WAS WITHIN MANUFACTURER'S SPECIFICATIONS.

10. STANDARD FIELD CALIBRATIONS FOR ALL EQUIPMENT WAS PERFORMED, RESULTING ACCURACY

VESSEL: RENTAL

BENCH MARK: SJH-44 AND 975 5371 A TIDAL

LOCATION OF TIDE STAFF: 975 5371 A TIDAL, COAST GUARD AREA

SOUNDER: KNUDSEN 320M WITH A 200KHZ HIGH FREQUENCY TRANSDUCER

POSITIONING AND TIDE INFORMATION: TRIMBLE RTK 5700 SYSTEM

9. EQUIPMENT & HYDRO SURVEY INFORMATION:

8. THE SURVEY DATA DEPICTED ON THIS MAP WAS OBTAINED DURING THE PERIOD OF OCTOBER 2007.

7. ALL ELEVATIONS ARE BELOW THE REFERENCE PLANE UNLESS PRECEDED BY PLUS SIGN (+).

0.24 FEET BELOW NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29).

6. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO MEAN LOW WATER (MLLW) DATUM WHICH IS

5. STATIONING REFERS TO CENTERLINE OF CHANNEL EXCEPT FOR WIDENER STATIONING.

4. ALL AZIMUTHS ARE GRID: RECKONED CLOCKWISE FROM SOUTH.

SURVEY) DATA SHEET TO NAD83.

CONVERTED WITH CORPSCON FROM THE LAT AND LONG PROVIDED ON NGS (NATIONAL GEODETIC

3. EASTING AND NORTHING COORDINATES SHOWN HEREON FOR TIDAL 5371A AND SJH 44 WERE

THE U.S. VIRGIN ISLANDS, NORTH ZONE (NAD83).

2. PLANE COORDINATES ARE BASED ON THE LAMBERT CONIC PROJECTION FOR PUERTO RICO AND

1. REFER TO SURVEY NO. 07-095

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MAINTENANCE DREDGING AREAS (FEDERAL)

DRAWING AREA - PLAN VIEW

DRAWING AREA - CROSS SECTION VIEW

SURFACE SAMPLE

CB-SJH99-22

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

IDENTIFICATION

FULL CROSS SECTION

PARTIAL CROSS SECTION

WEST

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOLERANCE

STATION

STREET

SQUARE FEET/FOOT

SHEET

SAN ANTONIO APPROACH CHANNEL

SUBMERGED AQUATIC VEGETATION

SAN ANTONIO CHANNEL

RANGE

REQUEST FOR INFORMATION

ROAD

PUERTO RICO VERTICAL DATUM 2002

PUERTO RICO PORTS AUTHORITY

PUERTO NUEVO TURNING BASIN

PUERTO NUEVO CHANNEL

PERMANENT IDENTIFIER

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

HORIZONTAL

GRAVING DOCK CHANNEL

FOOT/FEET

EXISTING

ENVIRONMENT

ELEVATION

EAST

DRAWING

DISPOSAL AREA

CUBIC YARD

CRUISE SHIP BASIN WEST

CRUISE SHIP BASIN EAST

CONTRACTING OFFICER'S REPRESENTATIVE

CATANO OIL DOCK

CENTERLINE

CHANNEL

BOULEVARD

ARMY TERMINAL TURNING BASIN

ARMY TERMINAL CHANNEL

ACCEPTANCE SECTION

APPROXIMATE

ANEGADO CHANNEL

VERT

USCG

USC

USACE

TYP

TOL

STA

SAAC

SAV

SAC

RGE

RFI

PRVD02

PRPA

PNTB

PNC

PID

ODMDS

N.T.S.

NOAA

NAVD88

NAD 83

MLW

MLLW

MHW

HORIZ

GDC

ENV

EL / ELEV

DWG

D/A

CSBW

CSBE

COR

COD

CH.

BLVD

ATTB

ATC

A.S.

APPROX

C-56 C-56

C-76

IDENTIFIERVB-SJH99-22

VIBRACORE BORING

SURVEYING, 30 NOV 2013.

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

COLLECTED DURING SURVEY 21-162 (MAY 2021) ARE ALSO SHOWN.

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY. ADDITIONAL NAVAIDS

CHANNEL, CRUISE BERTHING AREAS

ARMY TERMINAL CHANNEL, SAN ANTONIO NOV 2021 SB-3413

SAN ANTONIO APPROACH CHANNELNOV 2021 SB-3412

PUERTO NUEVO CH., PUERTO NUEVO T.B.NOV 2021 SB-3411

BAR CUTS 1 THRU 6, GRAVING DOCK CH.NOV 2021 SB-3409

ANEGADO CHANNEL, GRAVING DOCK CH.NOV 2021 SB-3406

ANEGADO CHANNELNOV 2021 SB-3405

CUTDATE OF SURVEY VESSEL

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 A TIDAL USED FOR ALL CUTS. (PID: TV1513)

ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED BELOW:

TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS

ADMINISTRATION (NOAA). THE NOAA TIDAL STATION LISTED BELOW WAS USED

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

BASE STATION POINT.

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

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

MLLW ELEVATION: 5.14'

TIDE STAFF LOCATED FROM "975 5371 A TIDAL" (PID: TV1513)

REFERENCE BASE LOCATED AT "USCG SAN JUAN ARP" (PID: BBFN06)

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.

AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR PUERTO RICO & THE VIRGIN ISLANDS, ZONE 5200, NORTH

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. 22-009.

SURFICIAL RUBBLE

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

DATED MONTH YEAR).

IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS

FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR

CENTERLINE.

SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE

THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR

NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR

(PRVD02) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS

INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE PUERTO RICO VERTICAL DATUM OF 2002

TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE

(MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER

AMERICAN DATUM OF 1983 (NAD83).

CONFORMAL CONIC PROJECTION FOR PUERTO RICO AND THE VIRGIN ISLANDS, ZONE 5200, NORTH

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS SHOWN ARE BASED ON THE LAMBERT

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

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

SALINAS

MAYAGUEZ

ARECIBO

PONCE

CAGUAS

BAYAMON

AGUADILLA

GUAYAMA

FAJARDO

HUMACAO

RIO GRANDE

UTUADO

OF WORK

LOCATION

SAN JUAN

CARIBBEAN SEA

ATLANTIC OCEAN

N.T.S.

LOCATION MAP

PUERTO RICO

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ELEMENT

CONTRACT

(CY)

VOLUME

TOTAL

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

DEPTH (CY)

REQUIRED

VOLUME TO

NOTE:

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

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

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PUNTA PALO SECO

ISLA GRANDE AIRPORT

PUNTA CATANO

B A

R C

H A

N N

E L

A N E G

A D

O C

H A N

N E L

CANO DE SAN ANTONIO

SAN

ANTO

O A

ACH

CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

PUERTO

NUEVO

CHANNEL

B A H I A D E P UE R T O N U E V O

P O R T

O F

S A N

J U A N

C A R G O

T E R M I

N A

L S

B A H I A D E S A N J U A N

C I U D A D D E S A N J U A N

SAN ANTONIO CHANNEL

C U

T -3

C U

T -4

C U

T -5

CRUI

SHI

BASI

C R

E S

A S

A S T

A N C H O R A G E

- E

D E E P D

R A

A N C

H O

R A G E A

R E A - F

TURNING BASIN

ARMY TERMINAL

TURNING BASIN

GRAVING DOCK

-S

J H

C G

-G I1

.d g n

G-03

G E

N E

R A

P R

O J E

C T

O V

E R

800' 1600'0

PROJECT OVERVIEW

S A N J U A N H A R B O R

C O N S T R U C T I O N D R E D G I N G

THE COMMENCEMENT OF DREDGING.

TO OCCUR BETWEEN THE DATE OF THE SURVEY SHOWN AND

REQUIRED DEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

T U

R N

G B

A S

P U

E R

T O N

U E

V O

Y= 890000

Y= 885000

Y= 880000

Y= 875000

A V

E . E

L C

A Ñ

E X P R E S O J

O H

N F K E N

N E D

ARMY TERMINAL PIER

CHANNEL - ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

ANEGADO STA. 16+00 TO ATC STA. 0+00

CRUISE SHIP BASIN EAST

ARMY TERMINAL CHANNEL STA. 0+00 TO STA. 9+00

ARMY TERMINAL CHANNEL STA. 9+00 TO STA. 19+00

ARMY TERMINAL CHANNEL STA. 19+00 TO STA. 27+00

ARMY TERMINAL CHANNEL STA. 27+00 TO STA. 35+00

ARMY TERMINAL CHANNEL STA. 35+00 TO STA. 43+00

ARMY TERMINAL CHANNEL STA. 43+00 TO STA. 51+00

ARMY TERMINAL TURNING BASIN EAST

ARMY TERMINAL TURNING BASIN WEST11

CONDADO LAGOON

P R

O J

E C

T L

(FEDERAL)

BASE

(NON FEDERAL)

OPTION A

65,000 185,000

64,000 160,000

214,000 63,000 277,000

186,000 53,000 239,000

29,000 176,000

158,000 19,000 177,000

170,000 19,000 189,000

169,000 19,000 188,000

16,000

99,000

398,000

150,000

2,750,000

CRUISE SHIP BASIN WEST & SAN ANTONIO CHANNEL 54,000

(NON FEDERAL)

OPTION B

CUT-6 STA. 0+44.25 TO ANEGADO STA. 16+00

PRPA CRUISE AND PAN AMERICAN BERTHS

LNG, COD, AND PUMA BERTHS

96,000

147,000

105,000 121,000

327,000 71,000

114,000 36,000

MAINTENANCE DREDGING AREAS 15,000 63,000 78,000

45,000 54,000

149,000

37,000

GRAVING DOCK CHANNEL

2,088,000 662,000

127,000 164,000

TERMIN

ALS

CRUISE

95,000

120,000

(SEE NOTE 1)

DEMARCATION LINE

SAN JUAN HARBOR COLREGS

APPROXIMATE LOCATION OF

SHEET GENERAL NOTES

DESCRIPTIONS" FOR DETAILS ON TURBIDITY REQUIREMENTS.

2. SEE SPECIFICATION SECTION 01 57 25, PARAGRAPH "STATION

PROPOSED CRITICAL HABITATS.

SECTION 01 57 25 FOR DETAILS ON TURBIDITY REQUIREMENTS WITHIN

COLREGS LINE AND THE 90 METER CONTOUR. SEE SPECIFICATION

CONTOUR. NOAA PROPOSED CRITICAL HABITAT IS LOCATED BETWEEN THE

EXISTING SHORELINE SEAWRD OF THE COLREGS LINE AND THE 90 FOOT

1. NOAA DESIGNATED CRITICAL HABITAT IS LOCATED BETWEEN THE

(SEE NOTE 1)

90 METER CONTOUR

(SEE NOTE 2)

Y=888,254

X=762,541

STATION 3

(SEE NOTE 2)

Y= 888,582

X= 761,308

STATION 2

(SEE NOTE 1)

90 FOOT CONTOUR

N O

A A D

E S

N A T E

D C

A L H

A B

A T

N O

A A P

R O

P O

S E

D C

A L H

A B

A T

PTI

O N B

(OPTION A)

(B A

S E

C U T-6 https://www.fisheries.noaa.gov/inport/item/65405

Additional information about the ESRI shape file can be found in the following link:

2011) in US Feet, and converting the ESRI shape file to a CADD file using the appropiate seed file.

Geographical Coordinate System (WGS84) to the State Plane Coordinate System for Puerto Rico (NAD83

Note: This DGN is a result from changing the horizontal projection of an ESRI shape file from the using the appropriate seed file.

meters to NAD83 2011 in US Feet, and converting the ESRI shape file to a CADD file file from the State Plane Coordinate System for Puerto Rico NAD83 NSRS 2007 in

Note: This DGN is a result from changing the horizontal projection of an ESRI shape

500' 1000'0 G-04

G E

N E

R A

-S

J H

C G

-G I1

.d g n

SAN JUAN HARBOR FRAMEWORK REPORT

CHANNEL CONTROL DATA - EXISTING CHANNEL

C H

A N

N E

L C

O N

T R

O L

D A

T A

G C

H A

N N

E L

M A T C

H L

E S

H E E T G -0

S T A A

N E

G A

D O C

H A

N N

E L

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

D R

A W

D A

T E

E N

A M

A N

K S

O N

L E

T R

A N

M A

R C

O B

L V

J A

C K

S O

N V

E F

L pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/Navigation Projects/Puerto Rico Harbors/San_Juan_Harbor/CG FY22/080 - Plans/01 General/G-04

S A

N J

U A

N H

A R

B O

C O

N S

T R

U C

N A

N D

M A

E N

A N

C E

D R

E D

N J

U A

N P

U E

R T

O R

W .L

W .I

W E

P B

J U

L Y

-F

O O

-F

O O

T P

R O

J E

III

VII

101 102

104103

STA. 20+82.76 B

AR CHANNEL CUT-2

STA.

55.

BAR C

HANNEL C

UT-3

STA

. 5

+8 5.3

8 B

CHANNEL C

UT-

. 5

+9 3.

A R C

H A N

N E L

C U T-

. 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

.VA

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

C H

A N

N E L

A N E

G A

STA. 0+00 BAR CHANNEL CUT-1

CUT-1 STA. 9+00.01 BAR CHANNEL

CUT-2 STA. 0+00 BAR CHANNEL

STA.

BAR C

HANNEL C

UT-4

STA

. 0

+0 0 B

CHANNEL C

UT-

. 0

B A R C

H A N

N E L

C U T-

. 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

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

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

CENTERLINE POINTS

PRIMARY PROJECT

CONTROL POINTS

PRIMARY PROJECT

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:

500' 1000'0 G-05

G E

N E

R A

-S

J H

C G

-G I1

.d g n

DATUM OF "MLLW" ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

3. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL

CONTROL.

BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

NOTES:

DESIGNATION PID NORTHING EASTING PRVD02 MLLW

975 5371 L TIDAL

975 5371 A TIDAL

USCG SAN JUAN ARP

DE5462

TV1513

BBFN06

765,930.SC

765,983.47

766,036.35

883,760.SC

883,443.27

883,568.31

7.55

4.38

22.85

8.32

5.14

N/A

USCG SAN JUAN ARP

975 5371 L TIDAL

975 5371 A TIDAL

SURVEY CONTROL (SAN JUAN HARBOR 21-162)

M A T C

H L

E S

H E E T G -0

S T A A

N E

G A

D O C

H A

N N

E L

CHANNEL CONTROL DATA - EXISTING CHANNEL

C H

A N

N E

L C

O N

T R

O L

D A

T A

G C

H A

N N

E L

G-05

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

D R

A W

D A

T E

E N

A M

A N

K S

O N

L E

T R

A N

M A

R C

O B

L V

J A

C K

S O

N V

E F

L pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/Navigation Projects/Puerto Rico Harbors/San_Juan_Harbor/CG FY22/080 - Plans/01 General/G-05

S A

N J

U A

N H

A R

B O

C O

N S

T R

U C

N A

N D

M A

E N

A N

C E

D R

E D

N J

U A

N P

U E

R T

O R

W .L

W .I

W E

P B

J U

L Y

-F

O O

-F

O O

T P

R O

J E

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

XIV

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

ANCHORAGE - E

DEEP DRAFT

SAN ANTONIO CHANNEL

GRAVING DOCK CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

TURNING BASIN

GRAVING DOCK

ERTO

N U

EVO

TURNING BASIN

ARMY TERMINAL

SABANA APPROACH CHANNEL

TURNING BASIN

PUERTO NUEVO

72 76

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

POINT (Y) NORTHING(X) EASTING

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

765,768.93

765,921.94

766,573.68

767,512.50

768,805.37

769,246.39

770,051.36

770,930.68

771,799.65

771,763.72

769,678.47

767,676.76

767,030.52

767,655.82

768,209.86

769,657.71

771,195.17

770,699.13

768,880.10

767,891.66

767,679.75

768,323.52

768,391.51

768,655.94

768,996.26

769,854.31

770,278.07

770,866.86

768,673.68

768,134.56

768,141.05

775,334.13

775,329.06

775,517.29

773,577.76

776,389.87

775,324.45

776,397.91

768,740.80

769,257.76

773,586.59

775,248.49

775,716.04

776,385.78

764,216.55

766,055.85

773,054.39

773,131.10

770,982.99

766,483.39

766,505.71

766,845.44

766,965.65

767,786.04

767,759.80

768,258.87

768,396.45

768,551.24

768,246.35

768,311.72

768,502.89

768,640.74

768,931.59

768,794.86

769,041.26

769,138.41

769,254.89

769,179.87

883,125.08

883,121.98

882,404.02

883,089.73

884,034.04

884,993.19

884,726.07

884,286.69

883,975.07

883,677.23

883,928.74

882,466.70

881,994.70

881,434.43

881,304.36

881,673.98

880,151.78

879,650.77

880,337.48

881,223.11

880,338.84

879,762.02

878,699.61

880,048.00

874,730.07

873,832.15

873,388.71

873,752.59

874,290.52

873,386.26

872,457.96

876,513.49

877,528.78

876,215.24

878,564.04

878,371.39

878,444.38

876,759.49

878,721.96

879,820.80

878,587.42

879,014.48

879,734.44

879,191.37

883,441.85

880,249.76

883,521.56

884,157.55

884,267.93

883,530.65

884,344.36

884,428.51

883,943.18

884,146.39

884,576.43

884,606.89

885,038.53

876,203.67

874,704.77

873,683.39

872,369.36

872,919.90

872,847.08

872,301.01

872,239.32

872,627.34

872,598.18

872,298.53

975 5371 A TIDAL

SJH 44

(Y) NORTHING(X) EASTINGPOINT

CENTERLINE POINTS

PRIMARY PROJECT

CONTROL POINTS

PRIMARY PROJECT

CONTROL POINTS

PRIMARY PROJECT

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

500' 1000'0 G-06

G E

N E

R A

-S

J H

C G

-G I1

.d g n

M A T C

H L

E S

H E E T G -0

S T A A

N E

G A

D O C

H A

N N

E L

SAN JUAN HARBOR FRAMEWORK REPORT

CHANNEL CONTROL DATA - PROJECT CHANNEL

C H

A N

N E

L C

O N

T R

O L

D A

T A

R O

T C

H A

N N

E L

HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE PLANS.

“KTD” FILE NAME AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE

SHEET”FOR THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS,

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

REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY

SYSTEM (RTK-GPS) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE

MUST BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

:CONSTRUCTION SURVEY POSITIONING CRITERIA

ACCOMPANYING THE DESIGN SURVEY(S).

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED,

REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY

AND VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

THE CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

REFER TO SURVEY NOTES FOR “KTD” FILE NAME.

NOTES ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT.

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

EQUIVALENT. ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL

KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED

GAUGE DATUM VALUES AT THOSE PUBLISHED SITES. AS A RESULT OF THIS, THE

ORIGINAL VDATUM COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE

CALCULATION. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE

MODEL IF IT WERE to be USED AS A STAND ALONE PRODUCT FOR THE PRVD02-mllw

THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM

DATUM CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM MODEL,

KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL

RELEASE DATE OF 06 MARCH 2018. THIS MODEL WAS USED TO CONSTRUCT A

DERIVED FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8,

THE PRVD02-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS

TIDAL MODEL:

(PRVD02).

HEIGHTS ARE REFERENCED TO THE PUERTO RICO VERTICAL DATUM OF 2002

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC

(MLLW), OF THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE

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

:VERTICAL REFERENCE SYSTEM

DESIGN FILE FOR THIS PROJECT.

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK

INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS OTHERWISE

CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE

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

SHOWN IN THE PUERTO RICO/VIRGIN ISLANDS STATE PLANE COORDINATE

NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE

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

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH

:HORIZONTAL REFERENCE SYSTEM

S O

N N

D E

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U E

D A

T E

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers US Army Corps

U .S

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L pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/Navigation Projects/Puerto Rico Harbors/San_Juan_Harbor/CG FY22/080 - Plans/01 General/G-06

S A

N J

U A

N H

A R

B O

C O

N S

T R

U C

N A

N D

M A

E N

A N

C E

D R

E D

N J

U A

P U

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T O

W .L

W .I

W E

P B

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-F O

O T

-F

O O

T P

R O

J E

III

VII

STA. 20+82.76 BAR CHANNEL CUT-2

STA

. 6+

55.4 4 B

AR C

HANNEL C

UT-3

5+ .38

BAR C

HANNEL

CUT-4

CHANNEL

UT-

U T-

R G

E .V

A R

R G

E .1

R G

E .V

A R

S R

G E

.VA

R G

E .1000

R G

E .V

A R

R G E

.VA

R G

E .1000

R G

.VA

RGE.VARIES

R G E.1000

R G E

.VA

RGE. 1400

RGE.1000

RGE. 600

T-6

C U

T -3

C U

T -4

C U

T -5

B A

R C

H A

N N

E L

ADO

STA. 0+00 BAR CHANNEL CUT-1

CUT-1 STA. 9+00.01 BAR CHANNEL

CUT-2 STA. 0+00 BAR CHANNEL

STA

. 0+

00 B

AR C

HANNEL C

UT-4

BAR C

HANNEL

CUT-5

BAR

CHANNEL

UT-

O C

STA. 0+00 BAR CHANNEL CUT-3Y=883739.6564

X=773080.6961

Y=883613.9262

X=774123.1412

Y=883613.9262

X=774123.1412 Y=883613.9262

X=774123.1412 87 88

89 90

91 92

(Y) NORTHING(X) EASTING

POINT (Y) NORTHING(X) EASTING

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

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

CONTROL POINTS

PRIMARY PROJECT

CENTERLINE POINTS

PRIMARY PROJECT

763,367.76

762,833.91

762,874.38

762,238.03

762,612.21

761,883.93

762,450.91

761,578.31

762,293.19

761,493.29

762,325.86

761,525.96

762,339.98

761,540.08

885,276.52

884,680.70

885,924.62

885,214.60

886,269.01

885,883.44

886,765.63

886,460.69

887,251.23

887,263.78

889,333.74

889,346.29

890,233.63

890,246.18

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10 11 12

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US Army Corps

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L pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/Navigation Projects/Puerto Rico Harbors/San_Juan_Harbor/CG FY22/080 - Plans/01 General/G-07

S A

N J

U A

N H

A R

B O

C O

N S

T R

U C

N A

N D

M A

E N

A N

C E

D R

E D

N J

U A

N P

U E

R T

O R

W .L

W .I

W E

P B

J U

L Y

-F

O O

-F

O O

T P

R O

J E

(Y) NORTHING(X) EASTINGPI POINT (Y) NORTHING(X) EASTING

CENTERLINE POINTS

PRIMARY PROJECT

CONTROL POINTS

PRIMARY PROJECT

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

101 883,125.08

883,121.98

882,404.02

883,570.44

884,357.67

884,409.50

883,924.41

884,066.11

883,631.48

883,711.01

883,869.11

885,035.94

884,993.28

884,794.18

884,726.07

884,286.69

884,267.93

884,157.55

883,892.23

883,395.83

883,928.74

881,994.70

881,223.11

881,304.36

881,673.98

880,337.48

880,151.78

879,650.77

878,564.04

878,587.42

879,014.48

879,734.44

879,191.37

878,371.39

878,444.38

877,528.78

876,513.49

876,759.49

873,752.59

873,832.15

873,388.71

873,180.80

873,223.33

872,443.08

872,802.68

872,886.86

872,833.51

872,938.02

872,907.73

872,388.02

873,683.40

874,214.63

875,145.60

874,704.77

874,501.11

874,673.88

875,174.34

876,016.31

878,815.71

879,820.80

880,028.61

878,834.95

879,809.64

880,338.84

880,249.76

883,441.85

XVI

XIV

XIII

XII

VIII

774,123.14

769,501.93

775,857.18

775,861.64

775,866.02

768,971.59

768,463.97

768,473.08

766,471.87

883,613.93

884,171.29

878,407.95

877,514.78

876,636.49

872,375.53

880,307.52

880,165.09

881,958.17 765,768.93

765,921.94

766,573.68

766,537.82

766,559.42

766,768.69

766,894.36

767,461.92

767,502.07

768,363.11

768,579.57

768,446.34

769,246.11

769,846.10

770,051.36

770,930.68

770,982.99

773,131.10

774,156.71

774,096.84

769,678.47

767,030.52

767,891.66

768,209.86

769,657.71

768,880.10

771,195.17

770,699.13

773,577.76

773,586.59

775,248.49

775,716.04

776,385.78

776,389.87

775,324.45

775,329.06

775,334.13

776,397.91

770,866.86

769,854.31

770,278.07

770,607.42

770,581.14

769,318.65

769,408.69

769,072.47

769,059.11

768,641.70

768,556.80

768,426.68

768,311.72

768,628.43

768,568.85

768,246.35

769,215.06

769,049.96

769,017.94

768,513.13

768,784.90

769,257.76

768,707.28

768,332.75

768,270.37

767,679.75

766,055.85

764,216.55

768,272.10 873,616.95

768,272.10 872,425.87

500' 1000'0 G-07

G E

N E

R A

-S

J H

C G

-G I1

.d g n

M A T C

H L

E S

H E E T G -0

S T A A

N E

G A

D O C

H A

N N

E L

USCG SAN JUAN ARP

975 5371 L TIDAL

975 5371 A TIDAL

DATUM OF "MLLW" ARE "KTD" MODEL/TIDAL CALIBRATION POINTS.

3. SURVEY BENCHMARKS HAVING AN ELEVATION PUBLISHED IN THE VERTICAL

CONTROL.

BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR HORIZONTAL

2. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

1. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

NOTES:

DESIGNATION PID NORTHING EASTING PRVD02 MLLW

975 5371 L TIDAL

975 5371 A TIDAL

USCG SAN JUAN ARP

DE5462

TV1513

BBFN06

765,930.SC

765,983.47

766,036.35

883,760.SC

883,443.27

883,568.31

7.55

4.38

22.85

8.32

5.14

N/A

SURVEY CONTROL (SAN JUAN HARBOR 21-162)

CHANNEL CONTROL DATA - PROJECT CHANNEL

C H

A N

N E

L C

O N

T R

O L

D A

T A

R O

T C

H A

N N

E L

SHEET GENERAL NOTES

1. REFER TO SHEET G-08 FOR NON-FEDERAL BERTHING AREA LIMITS.

IXIX

VIII

XII

XIII

RGE. 1000

RGE. 1175

RGE. 825

R G

E . 1

R G

E . 7

RGE.

R G

E . 1

R G

XIV

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

ANCHORAGE - E

DEEP DRAFT

SAN ANTONIO CHANNEL

GRAVING DOCK CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

TURNING BASIN

GRAVING DOCK

ERTO

N U

EVO

TURNING BASIN

ARMY TERMINAL

SABANA APPROACH CHANNEL

TURNING BASIN

PUERTO NUEVO

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

RGE.1000

R G E . 1000

RGE. 780.33

C R

N E

STA. 46+54.71 SAN ANTONIO CHANNEL

158 157

101 102

161164

165 162

B A

N W

EST

C R

B A

N W

EST

C R

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

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US Army Corps

U .S

R M

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P S

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L pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District/Documents/Navigation Projects/Puerto Rico Harbors/San_Juan_Harbor/CG FY22/080 - Plans/01 General/G-08

S A

N J

U A

N H

A R

B O

C O

N S

T R

U C

N A

N D

M A

E N

A N

C E

D R

E D

N J

U A

N P

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W .L

W .I

W E

P B

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-F

O O

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T P

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G-08

N E

R A

-S

J H

C G

-G I1

.d g n

G-08

N.T.S.

(ZONE 5200) (NAD83(2011))

PUERTO RICO STATE PLANE COORDINATES

776,201.40 876,638.04

776,240.83 876,574.24

769,227.06 872,239.53

POINT (X) EASTING (Y) NORTHING

769,168.00 872,251.15

872,763.90

872,793.07

872,239.32

872,270.17

872,462.60

873,365.37

884,860.60

884,894.47

884,157.52

884,061.76

884,072.42

884,203.46

884,890.16

884,908.97

884,763.77

884,778.82

884,032.30

884,973.07

885,034.65

884,972.11

883,863.43

883,673.89

883,683.02

883,880.51

884,979.34

885,048.40

885,034.27

885,060.71

884,077.97

884,001.26

884,006.58

884,099.77

885,054.61

884,357.19

884,344.25

884,069.26

883,439.44

883,372.66

883,434.71

883,438.12

883,622.73

883,597.98

883,637.14

883,719.82

769,296.39

769,179.91

769,041.26

768,918.06

768,122.10

766,651.71

766,782.40

766,973.35

767,067.14

767,109.48

767,143.04

766,965.10

767,037.71

767,075.33

767,133.41

767,326.47

767,285.06

767,522.71

767,564.26

767,615.18

767,675.48

767,773.31

767,797.52

767,642.39

767,671.84

767,872.65

768,107.06

768,217.91

768,304.37

768,350.35

768,416.90

768,309.19

770,789.59

773,473.74

773,472.41

773,735.31

773,726.91

773,234.40

773,234.80

771,728.04

771,725.01

771,400.33

771,410.59

S T A A

N E

G A

D O C

H A

N N

E L

AREA LIMITS

NON-FEDERAL BERTHING

G-08

N O

N -F

E D

E R

A L

B E

R T

G L

26 27

30 31

38 39

500' 1000'0

NON-FEDERAL BERTHING LIMITS

TURNING BASIN

PUERTO NUEVO

TURNING BASIN

GRAVING DOCK

SABANA APPROACH CHANNEL

TURNING BASIN

ARMY TERMINAL

GRAVING DOCK CHANNEL

ERTO

N U

EVO

ANCHORAGE - E

DEEP DRAFT

A N

C H

O R

A G E A

R E A

- F

C R

N E

N A

PPR

A C

H C

H A

N N

B A

N W

EST

C R

N E

G A

D O C

H A

N N E L

B A

N W

EST

C R

SAN ANTONIO CHANNEL

A R

M Y T

E R

A L C

H A

N N

E L

N A

PPR

A C

H C

H A

N N

B A

N W

EST

C R

B A

N W

EST

C R

7 4

30 31

KEY PLAN

NOT TO SCALE

C-05

C-06

C -0

C -1

2 C -1

C -1

C -0

C-09

C -0

C-04 C-10

C-11

C -1

62.6 62.4 62.4

62.2

62.1

61.9

61.9 61.7

61.5 61.5

61.5 61.4

61.4

61.3

61.2 61.2

61.1

60.8

60.6

60.5

60.4

60.3

60.1

60.0

59.9 59.9 59.9 59.9

59.8

59.7

59.6

59.5

59.4

59.3

59.2

59.1

59.1 59.1

59.1

59.0

58.9

58.9 58.9

58.8

58.7

58.6

58.5

58.4

58.3 58.3

58.3

58.2

58.2 58.2

58.2

58.1

58.0

57.9

57.9 57.9

57.9

57.8 57.8

57.8

57.7

57.6

57.5

57.5 57.5

57.5

57.4

57.4 57.3

57.3

57.2 57.2

57.2

57.1

57.0

56.9

56.8

56.8 56.7

56.7

56.6

56.5

56.4

56.3

56.1 56.1

56.1

56.0

55.9 55.9

55.9

55.7

55.6

55.5

55.4

55.4 55.4

55.4

55.3

55.2

55.2 55.2

55.2

55.1

55.1 55.1

55.0

55.0 55.0

55.0

55.0 55.0

54.9

54.9 54.9

54.9

54.8

54.7

54.6

54.5

54.4

54.3

54.3 54.3

54.3

54.2

54.2 54.2

54.1

54.0

54.0 54.0

54.0

54.0 54.0

54.0

53.9

53.8

53.7

53.7 53.7

53.7

53.6

53.5

53.5 53.5

53.5

53.5 53.5

53.5

53.4

53.4 53.4

53.4

53.3

53.2 53.2

53.2

53.2 53.2

53.2

53.2 53.1

53.1

53.0

53.0 53.0

53.0

52.9

52.9 52.9

52.9

52.8

52.8 52.8

52.8

52.7

52.7 52.7

52.7

52.6

52.6 52.6

52.5

52.4

52.3

52.3 52.3

52.3

52.2

52.1

52.1 52.1

52.0

52.0 52.0

52.0

52.0 52.0

52.0

51.9

51.9 51.9

51.9

51.8

51.7

51.7 51.7

51.7

51.6

51.6 51.6

51.6

51.6 51.6

51.5 51.5

51.5

51.4

51.4 51.4

51.4

51.3

51.3 51.3

51.3

51.3 51.3

51.3

51.2

51.2 51.2

51.2

51.2 51.2

51.2

51.1

51.0 51.0

51.0

51.0 51.0

51.0

50.9

50.8

50.7

50.7 50.7

50.7

50.6

50.6 50.6

50.6

50.5

50.5 50.5

50.5

50.5 50.5

50.5

50.5 50.5

50.5

50.4

50.4 50.4

50.3

50.3 50.3

50.3

50.3 50.3

50.3

50.2

50.2 50.2

50.2

50.2 50.2 50.2

50.2

50.2 50.2

50.1

50.0

50.0 50.0

50.0

50.0 50.0 50.0

50.0

49.9 49.9 49.9

49.9

49.9 49.9

49.9

49.8

49.8 49.8

49.8

49.7

49.7 49.7

49.7

49.7 49.7

49.7

49.6

49.6 49.6

49.6

49.6 49.6

49.5

49.5 49.5

49.5

49.4

49.4 49.4

49.4

49.3

49.2

49.2 49.2

49.2

49.1

49.1 49.1

49.1

49.0

49.0 49.0

49.0

48.9

48.8

48.8 48.7

48.7

48.6

48.5

48.4

48.3

48.2

48.1

48.1 48.1

48.0

47.9

47.9 47.9 47.9

47.8

47.8 47.7

47.7 47.7

47.7

47.6

47.6 47.6

47.6

47.6 47.6

47.6

47.5

47.5 47.5

47.5

47.4

47.3

47.2

47.1

47.1 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

46.7

46.6

46.5

46.4

46.4 46.4 46.4

46.4

46.3

46.2

46.1

46.0

45.9

45.9 45.9

45.9

45.9 45.9

45.8

45.7

45.7 45.7

45.7

45.6

45.5

45.5 45.5 45.5

45.5

45.5 45.5

45.4

45.4 45.4

45.4

45.3

45.2

45.1

45.1 45.1

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

44.8 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

44.6

44.6 44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.4

44.4 44.4

44.4

44.4 44.4

44.4

44.3

44.2

44.2 44.2

44.2

44.2 44.2

44.2

44.1 44.1

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.0

44.0 44.0

44.0

43.9

43.9 43.9

43.9

43.9 43.9

43.9

43.8

43.8 43.8

43.8

43.7

43.6

43.6 43.6

43.6

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

43.3

43.3 43.3

43.2

43.2 43.2

43.2

43.1

43.1 43.1

43.1

43.1 43.1

43.1

43.0

42.9

42.9 42.9

42.9

42.9 42.9

42.9

42.8

42.7

42.6

42.5

42.5 42.5

42.5

42.5 42.5

42.5

42.4

42.3

42.3 42.3

42.3

42.2

42.2 42.2

42.2

42.1

42.1 42.1

42.1

42.1 42.1

42.1

42.0

41.9

41.8

41.7 41.7 41.7

41.7

41.6

41.5 41.5

41.5

41.5 41.4

41.4 41.4

41.4

41.3

41.2

41.2 41.2

41.1

41.0

40.9

40.8

40.8 40.8

40.8

40.7

40.6

40.6 40.6

40.6

40.5

40.5 40.5

40.4

40.4 40.4

40.3

40.2

40.1

40.1 40.1

40.1

40.0

40.0 40.0

40.0

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.2

39.1

39.0 39.0

39.0

38.9

38.8

38.8 38.8

38.8

38.7

38.6

38.5 38.5

38.4

38.3

38.3 38.2

38.2

38.1

37.9

37.8

37.7

37.7 37.5

37.5

37.4 37.3

37.1

37.0 36.9

36.9

36.8

36.6

36.5

36.3

36.2

36.1 36.0

35.7

35.7 35.6

35.6

35.5

35.4

35.1

35.0

34.9

34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.1

34.0

33.9

33.7

33.6

33.5 33.5

33.5

33.4 33.4

33.4

33.4 33.4

33.4

33.3

33.2

33.1

33.0

32.9

32.8

32.7

32.4

32.3

32.2

32.1

32.0

31.9

31.8 31.8

31.8

31.7

31.6

31.5

31.4

31.3 31.3

31.3 31.2

31.2

31.1

31.0

30.9

30.8

30.7

30.6

30.5

30.3

30.2

30.1

30.0

29.9

29.9 29.9

29.9

29.8

29.8 29.7

29.7

29.6 29.6

29.6

29.6 29.6

29.5

29.5 29.5

29.5 29.4

29.4

29.4 29.4

29.4

29.3

29.3 29.3

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.5

28.4

28.2

28.1

28.1 28.0

27.9

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.0

26.9

26.8

26.7

26.4

26.3

26.1

25.9

25.8

25.7 25.7

25.6

25.5

25.4

25.3

25.1

25.0

24.9

24.6 24.6

24.6

24.5

24.3

24.2

24.1

23.9

23.8

23.7 23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8 22.8

22.7 22.7

22.7

22.6

22.6 22.4

22.4

22.2

22.1

22.0

21.9

21.8

21.7

21.6

21.5

21.4 21.4

21.3

21.1

20.9

20.7

20.6

20.5

20.4

20.2

20.1

20.0

19.8

19.7

19.6

19.5

19.4

19.3

19.2

19.1

19.0

18.9

18.7 18.7

18.6

18.5

18.4

18.3

18.2

18.1

17.9

17.8

17.8 17.8

17.8

17.7

17.6

17.6 17.6

17.6

17.5

17.5 17.5

17.4 17.4

17.4

17.3

17.2

17.1

17.0

16.9

16.9 16.8

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.9 15.9

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.6

14.5

14.4

14.2

14.1

13.8

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