G1J002Plans_RTA.pdf

PDF 15 MB Posted Aug 14, 2020

Attached to: PORT EVERGLADES HARBOR, MAINTENANCE DREDGING, 42-FOOT PROJECT, BROWARD COUNTY, FLORIDA
Solicitation number: GROUP1-18-R-J002
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
B.08.03 Revision 0002, Port Everglades O&M.pdf	PDF	Sep 4, 2020
GROUP1-18-R-J002 Revision 0001.pdf	PDF	Aug 21, 2020
GDR_Port_Everglades_Harbor_O_M_Package_26Apr19.pdf	PDF	Aug 14, 2020
B.08.02 G1J002Specifications_RTA.pdf	PDF	Aug 14, 2020

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S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\01 General\G-01 of Engineers

US Army Corps

C-10

I N T R A C O A S T A L W

A T E R W A Y

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

G-05 CHANNEL CONTROL DATA

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

G-01

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R A

N D S

H E

E T I

N D

E X

B R O W A R D C O U N T Y

S T A T E O F F L O R I D A

FORT LAUNDERDALE

CITY OF

DANIA BEACH

CITY OF

C-11

C-14

C-12

C-13

C-15

PORT EVERGLADES FEDERAL CHANNEL

PORT EVERGLADES

NOT TO SCALE

DISPOSAL PLAN - OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

-P

E M

D -F

Y -G

I0 .d g n

OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

BEACH DISPOSAL AREA (D/A-B)

TYPICAL CROSS SECTIONS - CHANNEL

TERMS AND ABBREVIATIONS - GENERAL SYMBOLOGY

C-16

C-17

C-18

C-19

DREDGING PLAN - STA. 0+00 E.C. TO STA. 29+00 E.C.

DREDGING PLAN - STA. 29+00 E.C. TO STA. 60+00 E.C.

DREDGING PLAN - STA. 26+00 SP. 3 TO 53+25 SP. 3

DREDGING PLAN - STA. 60+00 E.C. TO STA. 86+00 E.C. & STA. 20+00 SP. 1

DISPOSAL PLAN - BEACH (D/A-B)

DISPOSAL CROSS SECTIONS - BEACH (D/A/-B)

PORT EVERGLADES HARBOR

MAINTENANCE DREDGING

42-FOOT PROJECT

of Engineers

US Army Corps

SOLICITATION NO.: GROUP1-18-R-J002

DREDGING PLAN - STA. 86+00 E.C. THRU BERTHS 1-5 TO M.T.B. RGE. 250

DREDGING PLAN - M.T.B. RGE. 250 THRU BERTHS 7, 8, 9, 10, 12, 13, 14, 15 & 16 TO STA. 86+00 E.C.

DREDGING PLAN - STA. 20+00 SP. 1 THRU BERTHS 26 & 27 TO STA. 21+00 SP. 2

DREDGING PLAN - STA. 21+00 SP. 2 THRU BERTH 30 & TN TO STA. 26+00 SP. 3

BROWARD COUNTY, FLORIDA

ISSUE DATE: AUGUST 2020

FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

GENERAL NOTES

GENERAL SYMBOLOGY

G E

N E

R A

G-02

LEGEND - NAVIGATION

IDENTIFIER

CORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

PID AF31

T E

R M

S A

N D A

B B

R E

N S

DISCIPLINE DESIGNATOR

G E

N E

R A

L S

Y M

B O

L O

G Y

ELEVATION AND LOCATION

1 ACCEPTANCE SECTION

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

ODMDS BOUNDARY AREA

SURVEY NOTES - CHANNEL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

-P

E H

-G

I0 .d g n

BEACH DISPOSAL AREA

CB-PEH15-69

SIGN

EXISTING BOTTOM

SURVEY NOTES - DISPOSAL (ODMDS)

SURVEY NOTES - DISPOSAL (D/A-B)

VERT

USCG

USC

USACE

TYP

TOS

TOL

TOB

S.T.B.

STA

SP.

RGE

RFI

PID

ODMDS

N.T.S.

N.T.B.

NOAA

NAVD88

NAD 83

M.T.B.

MLW

MLLW

MHW

IWW

HORIZ

FDOT

FDEP

EOB

ENV

EL / ELEV

E.C.

DWG

D/A-B

COR

CO-OPS

CHN.

BLVD

APPROX

FENCE

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING NOTCH

SOUTH TURNING BASIN

STATION

STREET

SOUTHPORT ACCESS CHANNEL

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NORTH TURNING BASIN

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MAIN TURNING BASIN

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF BERM

ENVIRONMENT

ELEVATION

ENTRANCE CHANNEL

DRAWING

BEACH DISPOSAL AREA

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

CENTERLINE

CHANNEL

BOULEVARD

APPROXIMATE

R-MONUMENT/T-MONUMENT

CONSTRUCTION STAGING AREA

DISPOSAL AREA/PIPELINE ACCESS

TYPICAL BEACH FILL SECTION

EXISTING FLOWABLE FILL SCOUR APRON

TYPICAL HARDBOTTOM - NATURAL

TYPICAL HARDBOTTOM - ARTIFICIAL

INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

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

ONLY AND IS FROM THE SE FLORIDA BENTHIC HABITATS REPORT DATED 30 JUNE 2014.

HARDBOTTOM MAPPING SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION

AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY DATED 2017). THE

THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY

NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE

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

PLANS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY.

UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE 5.

DISTANCE ALONG THE CHANNEL CENTERLINE.

UNITS OF U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE

ASSIGNED THE PLUS SYMBOL (+).

OR REPRODUCE A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE

CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT,

THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL

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

ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS

BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES

PROGRAM AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP

OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA'S VDATUM

LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY

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

TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

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

MONUMENTATION AS SHOWN ON THE CONTROL TABLE.

TRIMBLE R-8 DUAL FREQUENCY BASE STATION OCCUPYING NETWORK CONTROL POSITIONED USING

TIME KINEMATIC (RTK)DUAL FREQUENCY GPS RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A

11. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 REAL

10. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.

IS IMPLIED BY THIS MAP.

9. AERIAL IMAGERY IS DISPLAYED HEREON FOR INFORM ATION PURPOSES ONLY, NO PHOTOGRAPHIC ACCURACY

8. AERIAL IMAGERY WAS TAKEN IN 2015 AND WAS PROVIDED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION.

CONDITIONS ON THE DATE OF THE FIELD SURVEY.

7. TOPOGRAPHIC AND HYDROGRAPHIC INFORMATION DEPICTED ON THIS SURVEY REPRESENTS THE EXISTING

NOT TO BE USED FOR NAVIGATION.

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

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

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

SURVEY CONTROL AS SHOWN ON THESE PLANS.

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING UTILIZING THE PROJECT

FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF

3. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

2. DATE OF SURVEY 27 AUGUST 2018 21 SEPTEMBER 2018.

1. REFER TO SURVEY NO. 18-204.

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V E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\01 General\G-02

HYDROGRAPHIC SURVEYING, 1 JAN 02.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003,

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

S/V FLORIDA ODMDS 25 MAY & 2-3 JUN 2013

VESSEL AREA SURVEYED DATE SURVEYED

NOT TO BE USED FOR NAVIGATION.

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

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

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

8. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTIBEAM SYSTEM OPERATING AT 240KHZ.

TIDE STAFF SET FROM "872 2951 TIDAL 4" (PID: AD2443)

USN NORTH RANGE NO. 5 (PID: BBCB27)

FOLLOWING REFERENCE BASE LOCATION(S):

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

EAST ZONE (0901), AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83).

6. HORIZONTAL POSITIONS ARE REFERENCED TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA

DATUM (KTD) MODEL. FILE NAME: PAMLBEACH-BROWARD-02JULY2010.KTD.

5. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS WITH A KINEMATIC TIDAL

4. ELEVATIONS, HEIGHTS, DEPTHS AND HORIZONTAL POSITIONS ARE IN THE UNITS OF U.S. SURVEY FEET.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

SOUND, FLORIDA" NOAA GAUGE NUMBER 872 2957.

THE PRIMARY PROJECT TIDAL DATUM CALIBRATION GUAGE FOR THIS PROJECT IS "NORTH DANIA

KTD FILE NAME: "PALMBEACH-BROWARD-02JULY2010.KTD"

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

MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. AS A

SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS. THOUGH DERIVED FROM THE VDATUM

WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC

FLORIDA, NAPLES TO FORT LAUDERDALE, AND FLORIDA BAY, VERSION 01, TIDAL EPOCH 1983-2001", ADMINISTRATIONS (NOAA) VDATUM MODEL ENCOMPASSING THIS PROJECT. THIS MODEL, "SOUTH

HYDRODYNAMIC MODEL WHOSE FOUNDATION IS THE NATIONAL OCEANIC AND ATMOSPHERIC

2. ELEVATIONS REFER TO MEAN LOWER LOW WATER (MLLW). TIDAL REDUCTIONS ARE BASED ON A

1. REFER TO SURVEY NO. 13-108.

WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE

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

THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR

MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS

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

DURING SURVEY 19-105 (MAR 2019) ARE ALSO DEPICTED.

10. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY. NAVAIDS COLLECTED

TOPO 20-21 APR 2020 AREA NEAR USCG STATION, AREA NORTH OF ENTRANCE CH.

SB-48 18-19 APR 2020 ENTRANCE CHANNEL, TURNING BASINS

TOPO 06-08 MAR 2020 AREA NEAR USCG STATION, AREA NORTH OF ENTRANCE CH.

SB-48 03-04 MAR 2020 SP1, SP2, SP3

VESSEL DATE OF SURVEY CUT

TOPOGRAPHIC MEASUREMENTS WERE MADE USING A TRIMBLE R8 RTK GPS.

MULTI-BEAM AND SIDESCAN SONAR. SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

9. VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205 COMBINED

NOAA TIDAL STATION 872-2957, NORTH DANIA SOUND, FL FOR ENTIRE PROJECT

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS BELOW:

(NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS USED TO CALIBRATE

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL 1983-2001,

TIDE STAFF SET FROM MONUMENT "872 2957 TIDAL 2" (PID: AD5884)

REFERENCE BASE LOCATED AT "USN NORTH RANGE 2 NO. 5" (OPUS PID: CS4034)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

OF 1983 (NAD83).

FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

A (+) SIGN.

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

(KTD) MODEL NAMED: "BROWARD-MIAMIDADE-MONROE-COLLIER_2018 05 02.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

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

MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH.

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NOAA REPORTED

1. REFER TO SURVEY NO. 20-129.

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S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\01 General\G-03

US NAVAL SURFACE WARFARE

US COAST GUARD

NOVA SOUTHEASTERN UNIVERSITY

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LAUDERDALE

APPROXIMATE SHORELINE

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

BID ITEM

SECTION

ACCEPTANCE

CHANNEL

DEPTH (CY)

REQUIRED

VOLUME TO

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

(CY)

VOLUME

TOTAL

BASE

OPTION A

TOTALS

NOTE:

G-03

G E

N E

R A

P R

O J E

C T O

V E

R V

W -P

E H

-G

I0 .d g n

Y= 630000

Y= 635000

Y= 640000

Y= 645000

Y= 650000

Y= 630000

Y= 635000

Y= 640000

Y= 645000

Y= 650000

S T R

A N

A H

A N R

E R

FORT LAUDERDALE BEACH

DANIA

CUT-O

CANAL

BASCULE BRIDGE

S T

R A

N A

H A

N R

E R

800' 1600'0

P O R T E V E R G L A D E S

H A R B O R

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

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

BASIN

TURNING

NORTH

BASIN

TURNING

SOUTH

S P . C

U T -1

S P C

U T -2

S P C

U T -3

S T A T E O F F L O R I D A

B R O W A R D C O U N T Y

SP. CUT-3

STA. 25+00

SP.

CUT-1STA. 2

5+7

B E

A C

P O

S A

L A

R E

FPL WARM WATER OUTFALL

OCEAN DREDGED MATERIAL DISPOSAL SITE

(D /A -B

(ODMDS)

OUTER AND INNER ENTRANCE CHANNEL (OEC) AND (IEC)

V O

N D

E L L A

N D E

U L

A J

O H

N S

O N S

T A

T E P

A R

TURNING BASIN

MAIN

NOTCH

TURNING

RELEASE ZONE

71,000 25,000 96,000

18,000 21,000 39,000

43,000 55,000 98,000

TO O

DMDS R

ELEASE Z

ONE

2.5

NAUTIC

AL M

ILE

S ±

LOCATION

DISPOSAL

D/A-B

ODMDS

BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH VOLUMES INCLUDE ANTICIPATED SHOALING TO OCCUR

PROJECT OVERVIEW

R-86

R-89

(S E

E S

P E

A T

N S F

O R D

E T

SOUTHPORT ACCESS CHANNEL AND TURNING NOTCH (SP AND TN)

27,000 32,000 59,000

292,000133,000

NORTH AND MAIN TURNING BASIN (NTB AND MTB)

M A

N A

T E

E P

R O

T E

C T

N A

R E

159,000

PORT BERTHS

-P

E H

-G

I1 .d g n

G E

N E

R A

G-04

Y= 636000

Y= 638000

Y= 640000

Y= 642000

Y= 644000

MATCHLINE SHEET G-05 STA. 5+00 SP. CUT-2

300' 600'0

PLAN - CHANNEL CONTROL DATA

C H

A N

N E

L C

O N

T R

O L D

A T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P O

R T E

V E

R G

L A

D E

S H

A R

B O

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

B R

O W

A R

D C

O U

N T

Y F

L O

C O

N G

E R

A R

C H

N E

V E

S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\01 General\G-04

R G

E . 5

RGE. 25

RGE. 250

RGE. 475

R G

E . 3

R G

E . 1

R G

E . 5

RGE. 500

RGE. 250

RGE. 00

RGE. VARIES

RGE. 250

RGE. VARIES

ENTRANCE CHANNEL

BASIN

TURNING

SOUTH

BASIN

TURNING

NORTH

S T

A .0

E .C

S T

A .0

O U

T H

P O

R T C

U T -1

S T

A .6

E .C

S T

A .0

III

RGE. -760

RGE. -1876

RGE. 250

RGE. -160

RGE. -487.41

RGE. -590.83

RGE. VARIES

C U

T -1

S O

U T

H P

O R

T C

H A

N N

E L

STA. 27+86.21 SOUTHPORT CUT-1

MAIN TURNING BASIN

STA. 00+00.00 SOUTHPORT CUT-2

CONTROL POINTS

CHANNEL LIMITS

CONTROL POINTS

CHANNEL CENTERLINE

PLANE COORDINATES

POINTS

CHANNEL

PLANE COORDINATES

POINTS

P.I.

638027.22

639718.09

640482.05

640515.9

640505.31

640564.38

641681.26

639039.76

639305.29

639313.61

639043.92

638044.54

641064.33

641005.26

640965.86

640916.24

641097.36

641424.63

641527.57

641694.23

641692.79

642795.34

642787.8

638040.38

638070.77

639335.72

639396.3

639408.84

637996.79

944979.92

945075.24

945065.66

945365.55

945225.19

945261.25

954914.74

950815.17

949815.63

946372.33

946101.44

946089.64

946055.08

945879.84

945779.83

945463.18

944939.99

945111.3

946206.27

946162.22

946218.72

946578.55

946980.16

947387.37

946906.46

947472.36

949822.12

950822.37

954921.95

640670.29

640814.35

638012.01

640691.93

947183.77

946421.54

944919.38

954918.35

III

CHANNEL CONTROL DATA NOTES:

MUST BE EMPLOYED TO ACHIEVE A COMPARIABLE RESULT.

PARAMETERS, FIELD METHODS CONSISTENT WITH THOSE DETAILED IN THE SURVEY NOTES

NOTES CORRESPONDING TO THE SURVEY IN QUESTION. IN ADDITION TO THESE

SETTINGS, AND TIDAL CALIBRATION SITES EXPLICITILY DETAILED WITHIN THE SURVEY

SURVEY CONTROL, GEOID MODEL, ORTHOMETRIC/TIDAL DATUM CORRECTION FILES OR

ANY ATTEMPT TO REPRODUCE THE FIELD SURVEYS SHOWN IN THESE PLANS WILL USE THE

THE “KTD”FILE USED FOR THAT DATA COLLECTION EVENT.

TO THE MLLW REFERENCE DATUM. REFER TO SPECIFIC SURVEY NOTES FOR THE NAME OF

A MODIFIED VDATUM “KTD FILE”IS USED TO CORRECT OBSERVED ORTHOMETRIC HEIGHTS

NAVD88 ORTHOMETRIC HEIGHTS IS REPORTED IN THE NOTES OF THE SUBJECT SURVEY.

THE NOAA/NGS GEOID MODEL USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO

REPORTED SURVEY.

CONTROL MARKS LISTED WITHIN THE SURVEY NOTES ON THE COVER SHEETS OF EACH

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

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

DISTRICT.

RESULTS AS DATA PROCESSED WITH THE KTD FILE PUBLISHED BY THE JACKSONVILLE

THE NOAA VDATUM SOFTWARE AND MODELS WILL NOT ALWAYS YIELD THE SAME

KINEMATIC TIDAL DATUM (KTD) FILE. AS A RESULT, DATA PROCESSED STRICTLY BY

DATUM CORRECTION VALUES HAVE BEEN CALCULATED AND INCLUDED IN THE

RELATIONSHIPS. IN AREAS OF INCOMPLETE COVERAGE BY THE VDATUM MODEL,

RELEASE, AND INTERPOLATION BASED ON PUBLISHED NOAA TIDE GAUGE DATUM

OF THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 01, 09 APRIL 2010

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM A COMBINATION

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

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

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

VERTICAL REFERENCE SYSTEM:

PROJECT.

AS SHOWN IN THE MASTER CHANNEL CONTROL FRAMEWORK DESIGN FILE FOR THIS

CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS,

CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED,

CHANNEL STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT.

IN THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901).

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

DATUM OF 1983 (NAD83), BASED ON THE CURRENT ADJUSTMENT OF THE NOAA

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

REVISION 25 NOVEMBER 2011

PORT EVERGLADES FRAMEWORK REPORT

USN NORTH RANGE 2 RM 5

GANNET

872 2957 TIDAL 2

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL COORDINATE/POSITION,

GANNET

872 2957 TIDAL 2

USN NORTH RANGE 2 RM 5

BBFH37

AD5884

CS4034

639,209.87

636,260.SC

640,112.39

947,260.41

947,830.SC

948,773.28

2.74

2.09

7.37

N/A

4.37

N/A

-P

E H

-G

I1 .d g n

G E

N E

R A

G-05

MATCHLINE SHEET G-04 STA. 5+00 SP. CUT-2

Y= 630000

Y= 632000

Y= 634000

Y= 636000

Y= 638000

300' 600'0

872 2957 TIDAL 2

PLAN - CHANNEL CONTROL DATA

C H

A N

N E

L C

O N

T R

O L D

A T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P O

R T E

V E

R G

L A

D E

S H

A R

B O

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

B R

O W

A R

D C

O U

N T

Y F

L O

C O

N G

E R

A R

C H

N E

V E

S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\01 General\G-05

R G

C U

T -2

S O

U T

H P

O R

T C

H A

N N

E L

C U

T -3

S O

U T

H P

O R

T C

H A

N N

E L

STA. 00+00.00 TURNING NOTCH

NOTCH

TURNING

STA. 20+00.00 TURNING NOTCH

STA. 53+25.00 SOUTHPORT CUT-3

STA. 20+03.44 SOUTHPORT CUT-3

STA. 24+07.30 SOUTHPORT CUT-2STA. 00+00.00 SOUTHPORT CUT-3

VII

VIII

STA. 00+00.00 SOUTHPORT CUT-2

STA. 4+04.00 SOUTHPORT CUT-3

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL LIMITS

PLANE COORDINATES

YXPOINTS

P.I.

PLANE COORDINATES

YXPOINTS

CHANNEL

946,793.09

946,876.68

635,223.56

633,888.72

633,872.94

633,233.02

633,248.49

633,111.34

633,110.72

630,302.54

630,296.89

635,610.01

946,623.48

946,670.36

946,649.41

945,626.23

945,636.11

946,639.36

946,637.2

946,677.2

946,633.11

946,993.07

947,076.48

VIII

VII

633,128.32

633,148.88

945,537.98

946,837.82

630,300.03

635,624.38

PLANE COORDINATES

AIDS TO NAVIGATION

RLB-2 (03/19)

GLB-3 (03/19)

954,676 641,266

954,688 640,324

"GLB-3"

"RLB-2"

100' 200'0

DREDGING PLAN

C-01

D R

E D

G P

L A

-P

E H

-C

N p ln .d g n

Y= 640000

Y= 641000

Y= 642000

RGE. 250

ENTRANCE CHANNEL

NO DREDGING THIS SHEET

RGE. 0

RGE. 500

RGE. 250

RGE. 0

RGE. 500

S T

A E .C T

O S

T A E .C

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

S T

A E .C

S T

A E .C

S T

A E .C

S T

A E .C

S T

A E .C

S T

A E .C

S T

N T

R A

N C

E C

H A

N N

E L

HARDBOTTOM - NATURAL

HARDBOTTOM - ARTIFICIAL HARDBOTTOM - NATURAL

HARDBOTTOM - NATURAL

NATURAL

HARDBOTTOM -

HARDBOTTOM - NATURAL

NATURAL

HARDBOTTOM -

HARDBOTTOM - ARTIFICIAL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P O

R T E

V E

R G

L A

D E

S H

A R

B O

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

B R

O W

A R

D C

O U

N T

Y F

L O

C O

N G

E R

A R

C H

N E

V E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\05 Civil\C-01

8 8.

37.

9 6.

6 5.

3 5.

0 4.

PLANE COORDINATES

AIDS TO NAVIGATION

LT-4 (03/19)

LT-5 (03/19)

950,822 641,095

950,779 640,369

"LT-4"

"LT-5"

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

100' 200'0

DREDGING PLAN

Y= 642000

Y= 641000

Y= 640000

D R

E D

G P

L A

C-02

-P

E H

-C

N p ln .d g n

M A

T C

H L

E S

H E

E T C

-0 S

T A

N T

R A

N C

E C

H A

N N

E L

42-FOOT REQUIRED DEPTH

PLUS 2-FOOT ALLOWABLE OVERDEPTH

ENTRANCE CHANNEL

RGE. 250

PLUS 2-FOOT ALLOWABLE OVERDEPTH

45-FOOT REQUIRED DEPTH

S T

A E .C T

O S

T A E .C

RGE. 0

RGE. 500

RGE. 250

RGE. 475

RGE. 25

S T

EASTERLY LIMIT OF DREDGING

RGE. 100

RGE. 75

RGE. 50

RGE. 125

NORTH JETTY

SOUTH JETTY

APPROXIMATE SHORELINE

SHORELINE

APPROXIMATE

ROCK GROIN

S T

RGE. 425

(SEE NOTE 1)

MUST BE COMPLETED WITHIN 18 DAYS.

1. DREDGING OF THE ENTRANCE CHANNEL STATION 43+00 TO STATION 51+00, ONCE INITIATED, NOTE:

HARDBOTTOM - NATURAL

HARDBOTTOM - ARTIFICIAL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

P O

R T E

V E

R G

L A

D E

S H

A R

B O

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

B R

O W

A R

D C

O U

N T

Y F

L O

C O

N G

E R

A R

C H

N E

V E

S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Port Everglades\Port Everglades MD FY20\080 - Plans\05 Civil\C-02

C-09

CB-PEH15-14

CB-PEH15-17

CB-PEH15-20

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