20R0004Plans_RTA.pdf

PDF 11 MB Posted Jul 17, 2020

Attached to: JACKSONVILLE HARBOR, CONSTRUCTION DREDGING, 47-FOOT PROJECT CONTRACT C, CUT-42, BLOUNT ISLAND TURNING BASIN AND LOCAL SPONSOR BERTHING AREAS, DUVAL COUNTY, FLORIDA
Solicitation number: W912EP20R0004
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation for construction dredging services. The solicitation seeks proposals to dredge the federal navigation channel in Jacksonville Harbor, Florida to a depth of 48 feet plus allowances. Work includes dredging Cut 42 from Station 33+80 to Station 136+00 and designated non-federal berthing areas, with all material to be disposed of at the approved ocean dredged material disposal site approximately 16.7 nautical miles away. Proposals will be evaluated based on technical merit, past performance, small business participation, and price. The request for proposals will be issued on or about July 13, 2020, with proposals due on or about August 12, 2020. The estimated contract value is between $150-200 million, with performance expected to take 730 calendar days from notice to proceed. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Jacksonville.

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BLOUNT ISLAND MARINE TERMINAL

JACKSONVILLE PORT AUTHORITY

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A S of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-20-R-0004

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

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SHEET TITLESHEET ID

NAVAL STATION MAYPORT

MILE POINT

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C I T Y

B L O U N T I S L A N D

B E A C H

J A C K S O N V I L L E

M I L L C O V E

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

D U V A L C O U N T Y

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R I V E R

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

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

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

T E R W A Y

I N T R A C O A S T

T E R W A

DUVAL COUNTY, FLORIDA

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CONTROL DATA - EXISTING CHANNEL

CONTROL DATA - PROJECT CHANNEL

P R O J

E C T

L I M I T S

TYPICAL CROSS SECTIONS (FEDERAL)

TYPICAL CROSS SECTIONS (NON-FEDERAL)

DREDGING PLAN (FEDERAL) - STA. 21+00 CUT-42 TO STA. 51+00 CUT-42

DREDGING PLAN (FEDERAL) - STA. 51+00 CUT-42 TO STA. 81+00 CUT-42

DREDGING PLAN (FEDERAL) - STA. 81+00 CUT-42 TO STA. 111+00 CUT-42

DREDGING PLAN (FEDERAL) - STA. 111+00 CUT-42 TO STA. 141+00 CUT-42

CIVIL

PROJECT OVERVIEW

DISPOSAL AREA PLAN - ODMDS

CUT-42, BLOUNT IS. TURNING BASIN AND LOCAL SPONSOR BERTHING AREAS

47-FOOT PROJECT CONTRACT C

JACKSONVILLE HARBOR CONSTRUCTION DREDGING

11 JUNE 2020

TERMS AND ABBREVIATIONS, GENERAL SYMBOLOGY, TABLE OF CONTENTS, SURVEY NOTES

DREDGING PLAN (NON-FEDERAL) - BERTH 34 & 35

DREDGING PLAN (NON-FEDERAL) - BERTH 33 & 34

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Jax Hbr CG 47-Foot Project\Contract C\070 - Plans\01 General\G-02

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VERTICAL DATUMS, 30 NOV 13.

FOR REFERENCING PROJECT ELEVATION GRADES TO NATIONWIDE

SURVEYING, 30 NOV 13 AND EM 1110-2-6506, STANDARDS AND PROCEDURES

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

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

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

S/V FLORIDA II 15-16 DEC 2016JAX EXPANDED ODMDS

VESSELDATE OF SURVEYLOCATION

HIGH FREQUENCY.

SOUNDER OPERATING AT 28/200 KHZ. ALL SOUNDINGS SHOWN ARE IN

BEAM SENSOR OPERATING AT 240 KHZ AND A ROSS MODEL 835 SMART

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC 2024 MULTI-

TIDE STAFF LOCATED AT "STARK" (OPUS PID: BBBZ99)

REFERENCE BASE LOCATED AT "CHARLIE TOWER ARP" (OPUS PID: BBDC09)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

NOAA TIDAL STATION 872-0211, MAYPORT NAVAL STA., ST. JOHNS RIVER, FL

BELOW:

BENCHMARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

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

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD".

TIDE DATUM (KTD) MODELS: "JAXHBR-VDATUM-2010APRIL26.KTD" AND

(RTK) GPS AND REFERENCED TO MLLW UTILIZING HYPACK KINEMATIC

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

MEAN LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

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

1. REFER TO SURVEY NO. 17-052.

SURVEYING, 30 NOVEMBER 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

DEPTHS AT THE TIME OF THE SURVEY.

TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED THIS SURVEY.

REFERENCE BASE LOCATED AT "JHFO ARP" (OPUS PID: BBGL18)

REFERENCE BASE LOCATED AT "USACE BIMT ARP" (OPUS PID: BBGM25)

REFERENCE BASE LOCATED AT "CHARLIE TOWER ARP" (OPUS PID: BBDC09)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

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

BLOUNT ISLAND TURNING BASIN28 JAN ,24FEB 2020 SB-36

TERMINAL CHANNEL17 DEC 2019 SB-44

TERMINAL CHANNEL25 OCT, 01 NOV 2019 SB-44

CUTS 52 THRU 5514 NOV 2019 SB-44

CUT-5115 NOV 2019 SB-44

CUTS 49 & 5018 NOV 2019 SB-44

CUTS 46 THRU 4819 NOV 2019 SB-44

CUT 4512 JAN 2020 SB-44

CUTS 44 &4519 NOV 2019 SV JACKSONVILLE

CUTS G, F AND 4318 NOV 2019 SV JACKSONVILLE

CUTS A THRU C 14 NOV 2019 SV JACKSONVILLE

CUT-4207 NOV 2019 SV JACKSONVILLE

CUTS 4 THRU 709 OCT 2019 SV JACKSONVILLE

10 OCT, 21-22 NOV 2019 BAR CUT-3 SV JACKSONVILLE

CUTDATE OF SURVEY VESSEL

FREQUENCY (28 KHZ).

00+00 TO 65+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW

SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ) EXCEPT FOR STATIONS

SURVEY 20-085 AN EDGETECH 6205 MULTIBEAM/SIDESCAN. ALL SOUNDINGS

FREQUENCY (28/200 KHZ) SINGLE-BEAM TRANSDUCER, AND ADDITIONALLY FOR

SYSTEM (240 KHZ) AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-BEAM

NOAA TIDAL STATION 872-0242, LONG BRANCH

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0218, BAR PILOTS DOCK

BELOW:

BENCHMARKS ASSOCIATED WITH THE TIDE GAUGE SITES SPECIFIED

USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS

EPOCH 1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND

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

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

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

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

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_20191202.KTD".

KTD FILE NAME FOR 20-085 IS:

"CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD".

KTD FILE NAME FOR 20-001 IS:

TIDE DATUM (KTD) MODEL.

(RTK) GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 20-001 AND SURVEY NO. 20-085.

TERMS AND ABBREVIATIONS

GENERAL NOTESTABLE OF CONTENTS GENERAL SYMBOLOGY

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FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEY

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

A-32 M-51

LEGEND - NAVIGATION

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

GREEN 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

SHOWN

DRAWING WHERE

ELEVATION AND LOCATION

1 ACCEPTANCE SECTION

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

62 CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

TITLE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

CORE BORING

CB-JH99-22

SURVEY NOTES - DISPOSAL

SURVEY NOTES - CHANNEL

C - CIVIL

G - GENERAL

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TERMINAL CHANNEL

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LOWER TERMINAL CHANNEL

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

ELEVATION

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

APPROXIMATE

VERT

USCG

USACE

TYP

TOS

TOL

STA

RGE

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

LTC

IWW

HORZ

FDOT

FDEP

EL / ELEV

DWG

DMMA

CHN.

APPROX

WITH NAVD88 HEIGHT

HORIZONTAL CONTROL POINT

ODMDS

8. SIDE SLOPES FOR PAYMENT ARE 1V:3H THROUGHOUT.

"BOUNDARY LINE" SHOWN ON DRAWINGS IS FROM 46 USC 7.95d.

THE STATUE ESTABLISHING THE SEAGOING BARGE STATUE (46 USC 2101 (32)).

FEBRUARY 19, 1895 (33 U.S.C. 151). THE "BOUNDARY LINE" IS USED TO DELINEATE

7. "BOUNDARY LINE" MEANS A LINE ESTABLISHED UNDER SECTION 2(b) OF THE ACT OF

6. ALL STATIONS REFER TO THE CHANNEL CENTERLINE UNLESS OTHERWISE INDICATED.

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

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

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

4. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

ONLY AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2017).

3. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION

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.

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

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

POINT

VERTICAL CONTROL/ TIDAL CALIBRATION

BLOUNT IS

LAND MARINE TERMIN

JACKSONVILLE PORT AUTHORITY

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

BEACH

WEST PALM

FT. LUDERDALE

A T L A

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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

TOTALS

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

-J

H C

G c -G

I0 .d g n

0 6000'3000'

S T

A C

U T -4

S T

A C

U T -4

X ,0

Y=2,170,000

Y=2,180,000

Y=2,190,000

Y=2,200,000

Y=2,210,000

Y=2,220,000

X ,0

J A C K S O N V I L L E

O F

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

D U V A L C O U N T Y

B E A C H

J A C K S O N V I L L E

C U T-14/15

CUT-16

CUT-17CUT-18CUT-19

CUT-

CUT-40

CUT-41

CUT-42

C U T -8

CUT-9

CUT-10

CUT-11CUT-12

CUT-13

C U

T -7

BAR CUT-3

C U T -6

CUT-5

CUT-4

CUT-42CUT-43

C U T -4

C U T -45

C U T-46

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

E N T R A N C E C H A N N E L

S T J O

H N S R

I V E R

S T

O H

R I V E R

M I L L C O V E

MILE POINT

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

B L O U N T I S L A N D

R A

C O

A S

T A

L W

A T E

R W

A Y

W A

A T L

A N

N T

R A

C O

A S

NAVAL STATION MAYPORT

A L

A T E

RL I M

I T SP R

O J E C

P R

O J E

C T O

V E

R V

PROJECT OVERVIEW

FEDERAL

NON-FEDERAL

BASE

FEDERAL

OPTION B

OPTION A

CUT-42 STA. 67+00 TO STA 82+60 204,000 31,000 235,000

11,000

242,000 17,000 259,000

14,000

CUT-42 STA. 92+00 TO STA. 94+00

CUT-42 STA. 94+00 TO STA. 96+00

220,000

229,000

13,000

233,000

242,000

CUT-42 STA. 98+00 TO STA. 100+00

CUT-42 STA. 96+00 TO STA. 98+00 233,000

234,000

13,000 246,000

13,000 247,000

211,000 13,000 224,000

CUT-42 STA. 33+80 TO STA. 56+00

CUT-42 STA. 56+00 TO STA. 67+00

CUT-42 STA. 67+70 TO STA. 73+00

CUT-42 STA. 73+00 TO STA. 78+41

CUT-42 STA. 78+41 TO STA. 82+60

CUT-42 STA. 82+60 TO STA. 96+00

CUT-42 STA. 96+00 TO STA. 109+32

3,768,000 367,000 4,135,000

CUT-42 STA. 82+60 TO STA. 85+00

CUT-42 STA. 85+00 TO STA. 87+84.44

CUT-42 STA. 87+84.44 TO STA. 90+00

CUT-42 STA. 90+00 TO STA. 92+00

CUT-42 STA. 100+00 TO STA. 102+00

CUT-42 STA. 102+00 TO STA. 104+00

CUT-42 STA. 104+00 TO STA. 106+00

CUT-42 STA. 106+00 TO STA. 109+32

CUT-42 STA. 109+32 TO STA. 125+00

CUT-42 STA. 125+00 TO STA. 136+00

84,000 95,000

218,000 232,000

232,000 13,000 245,000

238,000

217,000

13,000

251,000

230,000

159,000 16,000

236,000

175,000

35,000 271,000

184,000 32,000 216,000

176,000 43,000 219,000

134,000 22,000 156,000

23,000 4,000 27,000

78,000 10,000

59,000

88,000

9,000 68,000

80,000 10,000 90,000

86,0009,00077,000

RGE. -23

7.50

RGE. 237

.50

RGE. 300

RGE.

-2

RGE.

42 41

CUT-

CUT-40

CUT-41

CUT-42

-300

RGE.

RGE. VARIES

RGE.

VARIE

RGE. VARIES

VARIES

RGE.

RGE. -300

RGE. 300

RGE.

RGE. 0

XVIII

XIX

STA. 0+00 CUT-42

STA. 33+94.65 CUT-41

2,200,021.89

2,202,869.94

2,202,056.88

2,202,157.62

480,358.57

495,336.34

498,632.18

501,228.33

XXI

XIX

XVIII

494,505.39

496,167.89

2,207,959.87

2,202,916.47

CCI

PLANE COORDINATES (NAD83(90)

2,202,267.11

2,203,140.97

2,202,598.92

2,202,450.94

2,202,354.74

2,202,642.90

2,202,358.30

2,201,755.46

2,202,393.89

2,202,414.38

2,202,460.98

2,201,854.25

493,437.47

495,490.26

495,182.42

495,383.94

496,172.24

497,509.25

498,662.90

498,601.47

499,580.14

500,108.08

501,309.26

501,147.40

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

POINTS

CHANNEL

CHANNEL CONTROL DATA NOTES:

SURVEY FURNISHED WITHIN THESE PLANS.

AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC

THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, "KTD" FILE NAME

REFER TO THE ACCOMPANYING "SURVEY NOTES" AND "SURVEY COVER SHEET" FOR

NOTES AND AS TABULATED WITHIN THESE PLANS.

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

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

BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSTIONING SYSTEM

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST

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

VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE

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

NAME.

FROM THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR "KTD" FILE

MODEL (KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY

ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM

VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY

VALUES AT THOSE PUBLISHED SITES. AS A RESULT OF THIS, THE KTD FILE AND THE

VDATUM COVERAGE, OR DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM

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

WERE TO BE USED AS A STAND ALONE PRODUCT FOR THE NAVD88-MLLW

FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT

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

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

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

FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS DERIVED

TIDAL MODEL:

(NAVD88).

HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

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:

MASTER CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

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

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

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

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

G-04

-J

H C

G c -G

I0 .d g n

G E

N E

R A

Y= 2200000

Y= 2205000

Y= 2210000

PLAN - CONTROL DATA - EXISTING CHANNEL

M A

T C

H L

E S

H E

E T G

-0 C

U T -4

T A . 9

C O

N T

R O

L D

A T

E X

G C

H A

N N

E L

500' 100'0

C U

T -3

T A . 3

USACE BIMT ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

HORIZONTAL CONTROL.

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

USACE BIMT ARP BBGM25 2,204,802.02 493,918.46 21.79 N/A

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

S I E

W E

P -2

-R -0

M M

M Y

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Jax Hbr CG 47-Foot Project\Contract C\070 - Plans\01 General\G-04

J A

C K

S O

N V

L E H

A R

B O

R C

O N

S T

R U

C T

N D

R E

D G

G S

C O

N G

E R

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J E

C T C

O N

T R

A C

T C

C U

T -4

B L

O U

N T I S

L A

N D T

U R

G B

A S

A N

D L

O C

A L S

P O

N S

O R B

E R

T H

G A

R E

RGE. -587.50

RGE. 587.50

G E . V

A R

R G

E . 2

R G

E . -2

R G E . -212.50R

G E . 212.50

R G E. 300

69 70

56A

RGE. -2

37.50

RGE. 23

7.50

CUT-42

CUT-43

C U

T -4

C U T -4

C U

T -46

56A

R G E. 0

R G E . 0

R G

E . 0

RGE. 0

XXI

XXII

XXIII

XXIV

STA. 0+00 CUT-43

STA. 152+46.15 CUT-42

STA. 0+00 CUT-44

STA. 21+57.05 CUT-43

2,208,459.03

2,207,372.25

2,204,884.72

2,205,052.03

2,203,357.18

2,201,559.46

2,201,258.36

2,200,158.39

2,200,666.45

2,200,386.75

2,199,657.02

2,200,814.32

2,200,970.43

2,200,901.29

472,650.05

473,089.27

476,014.11

475,273.01

477,027.77

478,220.72

478,935.85

478,520.37

480,341.69

481,005.99

479,711.15

482,463.88

482,434.19

483,711.92

56A

X Y

PLANE COORDINATES (NAD83(90)

2,201,057.69

2,201,313.55

2,201,842.59

2,200,688.35

2,200,735.19

2,200,757.55

2,201,730.12

2,208,019.38

2,208,707.47

2,208,845.18

2,209,285.51

2,211,149.09

482,083.58

481,939.81

481,984.54

480,656.04

481,328.24

481,649.15

481,635.77

483,893.81

484,106.50

483,835.06

484,536.13

485,547.46

POINTS

CHANNEL

2,207,915.64

2,204,968.38

2,200,858.92

2,200,021.89

472,869.66

475,643.56

478,370.55

480,358.57

481,321.34

483,970.78

2,200,204.96

2,208,776.33

CCVII

CCVI

XXIV

XXIII

XXII

XXI

X Y

PLANE COORDINATES (NAD83(90)

POINTS

P.I.

G-05

-J

H C

G c -G

I0 .d g n

G E

N E

R A

Y= 2200000

Y= 2205000

Y= 2210000

M A

T C

H L

E S

H E

E T G

-0 C

U T -4

T A . 9

PLAN - CONTROL DATA - EXISTING CHANNEL

C O

N T

R O

L D

A T

E X

G C

H A

N N

E L

500' 1000'0

C U

T -4

T A

872 0219 A TIDAL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

HORIZONTAL CONTROL.

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

872 0219 A TIDAL DI0931 2,201,280 SC 480,120 SC 6.49 8.78

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

S I E

W E

P -2

-R -0

M M

M Y

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Jax Hbr CG 47-Foot Project\Contract C\070 - Plans\01 General\G-05

J A

C K

S O

N V

L E H

A R

B O

R C

O N

S T

R U

C T

N D

R E

D G

G S

C O

N G

E R

D U

V A

L C

O U

N T

Y F

L O

-F

O O

T P

R O J E

C T C

O N

T R

A C

T C

C U

T -4

B L

O U

N T I S

L A

N D T

U R

G B

A S

A N

D L

O C

A L S

P O

N S

O R B

E R

T H

G A

R E

RGE. -23

7.50

RGE. 237

.50

RGE. 450

RGE.

-2

RGE.

CUT-

CUT-40

CUT-41

CUT-42

RGE. VARIES

RGE.

VARIE

RGE. -400

RGE. 400

RGE.

RGE. 0

XVIII

XIX

RGE. VARIES

RGE. -450

RGE. 33

7.50

STA. 0+00 CUT-42

STA. 40+64.95 CUT-41

POINTS

CHANNEL

POINTS

P.I.

PLANE COORDINATES (NAD83(90)

XIX

XVIII

PLANE COORDINATES (NAD83(90)

2,202,914.78

2,201,941.17

2,201,996.35

495,572.12

499,518.75

500,940.80

492,295.98

495,081.04

495,182.42

495,961.81

496,590.51

498,613.42

498,205.09

499,384.43

499,653.06

501,245.62

501,309.26

500,572.34

503,251.46

2,202,050.06

2,202,312.45

2,202,598.92

2,203,230.63

2,202,174.75

2,202,576.50

2,201,439.86

2,202,386.30

2,201,496.04

2,202,858.82

2,202,460.98

2,201,531.71

2,203,034.37

479,711.15

483,711.92

2,199,657.02

2,200,901.29

XXI 480,358.57 2,200,021.89

POINTS

CHANNEL

PLANE COORDINATES (NAD83(90)

2,201,998.04

2,201,605.09

2,201,138.45

2,200,426.48

487,338.43

487,413.15

487,501.89

487,103.43

G-06

-J

H C

G c -G

I0 .d g n

G E

N E

R A

500' 1000'0

Y= 2200000

Y= 2205000

Y= 2210000

PLAN - CONTROL DATA - PROJECT CHANNEL

M A

T C

H L

E S

H E

E T G

-0 S

T A . 9

U T -4

C O

N T

R O

L D

A T

P R

O J E

C T C

H A

N N

E L

S T

A . 1

U T -3

USACE BIMT ARP

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

HORIZONTAL CONTROL.

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

USACE BIMT ARP BBGM25 2,204,802.02 493,918.46 21.79 N/A

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

S I E

W E

P -2

-R -0

M M

M Y

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Jax Hbr CG 47-Foot Project\Contract C\070 - Plans\01 General\G-06